NCD003200383_19870417_Koppers Co. Inc._FRBCERCLA RA_Groundwater Correspondence 1986 - 1987-OCR

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North Carolina Department of Human Resources
Division of Health Services
P.O. Box 2091 • Raleigh, North Carolina 27602-2091
James G, Martin, Governor
Phillip J. Kirk, Jr., Secretary
Ronald H. Levine, M.D., M.P.H.
17 April 1987
Mr. Perry Nelson
NRCD -Division of Environmental Management
Archdale Building -Raleigh, NC
Re: Koppers Company, Inc.
NCD003200383
Dear Mr. Nelson:
.....
In response to our agreement to share information on Koppers
Company in Morrisville at the 19 March 1987 meeting, the following
information is enclosed.
State Health Director
1) summary documents including a 3 April 1987 memo from Pat
DeRosa, facility and USGS maps, and laboratory results.
2) 26 January 1987 information package from M. Schlesinger to·P.
DeRosa.
3) 5 March 1987 letter from M. Schlesinger to P. DeRosa with
sampling results for off-site wells (sampling dates 9/9/86,
11/6/86, 1/14/87).
4) 17 December 1986 NC CERCLA trip report and sampling results.
5) 13 November 1984 Koppers Hydrogeologic Investigation.
6) 27 January 1981 EPA Hazardous Waste Site Investigation.
Also, a CERCLA Unit report will be finalized by June 1987. we will
also be forwarding a copy of this report to you. If you have any
questions, please call me at 733-2801.
LC/pc
Enclosure
Sincerely,
~".':::~ CERCLA Unit Manager
solid & Hazardous waste Management Branch
Environmental Health Section
NCD003200383
Koopers Co., Inc.
Groundwater Correspondence
1986 -1987
,.
"
3 April 1987
TO: File
FROM: Pat DeRosa ~
RE: Koppers Co. , Inc. NC D003200383
On March 19, 1987, a meeting was held to discuss the results of groundwater water samples collected from off-site wells surrounding the Koppers Co., Inc. site in Morrisville. A summary of these results and a list of attendees at the meeting is attached. Due to conflicting data, it was decided that the NC CERCLA Unit would resample the off-site wells previously sampled, along with some additional wells. Samples would be split with Koppers and the State's samples would be analyzed by the North Carolina State Laboratory of Public Health.
Residents or representatives at the 10 previously sampled locations were contacted by phone on March 19, 1987 to request permission to collect additional well samples on March 20, 1987. Permission to collect samples was obtained for all 10 wells, plus 1 new well, listed on the attached sheet. Residents were notified that they would be contacted in 2 weeks with the sample results.
On March 20, 1987, NC CERCLA Unit personnel Pat DeRosa and Mary Giguere met with Marty Schlesinger, Keystone Environmental Resources and Serraphino Franch, Wake County Health Department to conduct off-site well sampling around the subject site. The 10 wells previously sampled were resampled along with the following 3 "new" wells:
Well No.
10
11
12
Name
Deli Box Restaurant
Watson Burroughs residence
L.A. Lyons
Person Contacted
Scott Beerman
Gladys Burroughs
Barbara Lyons
The locations of these additional wells are marked on the attached. map.
Samples were collected by the NC CERCLA Unit using containers provided by the State Laboratory of Public Health. Wells were purged for 15 minutes except at the Crowe residence at the owners request. Four 40-ml VOA bottles and 2 -

2

liter jars wrapped in foil were used to collect water samples at each well. Samples were split with Koppers. All samples were kept on ice in coolers until delivery to the labs. Koppers samples were delivered to Compuchem in RTP for analysis. The State's samples were delivered to the State Laboratory of Public Health for analysis.
PD/tb/0210b
Attachments (6)
KOPPERS CO., INC. MJRRISVILLE, NC
NC D003200383
OFF-SITE WELL SAMPLING: SAMPLING LOCATIONS, DATES, AND SOURCES OF LAB RESULTS
SAMPLING LOCATIONS
WELL II
O= Louis Barbee Residence
l= John Medlin Residence
2= George Harding Residence
3= Baker Residence
4= Roy Medlin Residence
5= Triangle Materials Co. (may be used for drinking)
6= Wilkerson Construction Co. (not used for drinking)
7= James Crowe Residence
8= Shiloh Baptist Church
9= William Barbee Residence
SAMPLING DATES AND SOURCES OF LAB RESULTS
ROUND Ill:
A:
ROUND 112:
A:
B:
ROUND 113:-
A:
AZ:
B:
CERCLA:
Sampled September 9, 1986, KEYSTONE ENVIRONMENTAL RESOURCES.
Analyzed by KER, Monroeville, PA.
Sampled November 6, 1986, KEYSTONE ENVIRONMENTAL RESOURCES.
Analyzed by KER, Monroeville, PA.
Analyzed by SPECTRIX, Houston, TX.
Sampled January 14, 1987, KEYSTONE ENVIRONMENTAL RESOURCES.
Analyzed by SPECTRIX, Monroeville, PA.
Analyzed by SPECTRIX, Monroeville, PA.
Analyzed by SPECTRIX, Houston, TX.
Sampled December 17, 1987, NC CERCLA UNIT, S&HWMB.
Analyzed by NC STATE LABORATORY OF PUBLIC HEALTH, Raleigh, NC.
PD/0210b
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l<:OPl'l'II!\ CO>d'!HY '
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OFF-SITE WELL
ROUND #I ROUND #2
A A B
WELL #
0 NA NA NA
* ** Phenol BDL
2 * ** Phenol BDL
3 * ** Phenol BDL
4 * BDL BDL
5 BDL BDL BDL
6 BDL 1.46 IPE BDL
7 BDL BDL BDL
B BDL 85.5 !PE BDL
8.82 PCP
9 BDL 13.3 !PE BDL
NOTE: NA= Not Analyzed
BDL= Below Detection Limits
IPE= lsopropyl ether
PCP= Pentachlorophenol
TCP= 2,3,5,6-Tetrachlorophenol
*= Suspected sample contamination.
KOPPERS CO., INC. MORRISVILLE, NC
NC 0003200383
SAMPLING: SUMMARY OF LABORATORY RESULTS Cu 1/ I l
ROUND #3
A A2 B
NA NA NA
** PCP BDL SOL
BDL BDL BDL
BDL BDL BDL
BDL BDL BDL
BDL ** PCP BDL
NA NA NA
8,68 PCP BDL BDL
60.9 IPE 28.8 PCP N 26 !PE
20.6 PCP 8. 53 TCP ,.., 20 PCP
** 4-Chloro-3-methylphenol
4-Nltrophenol
17 .5 !PE ** PCP BDL
14,0 PCP 4-Chloro-3methylphenol
4-Nltrophenol
**= Contaminant levels In sample less than contanlnant levels In blank.
PD/0210b, Draft I I, 3-19-87
CERCLA
'""' I IPE
BDL
BDL
NA
NA
BDL
NA
BDL
NA
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19 March 1987
TO: File
FROM: Pat DeRosa '<l)
RE: Koppers Co., Inc. NC D003200383
Residents or representatives at the following 11 homes or businesses
were contacted by phone to obtain permission to collect well samples on
March 20, 1987. Permission was granted.
Well No.
0
1
2
4
5
6
7
8
9
10
PD/tb/0210b
Name/Phone
Louis Barbee residence
[phone]
John Medlin residence
[phone]
George Harding residence
[phone]
Mack Baker residence
[phone]
Roy Medlin residence
[phone]
Triangle Materials
[phone]
[phone]
Wilkerson Construction Co.
[phone]
James Crowe residence
[phone]
Shiloh Baptist Church
[phone]
[phone]
William Barbee residence
[phone]
Deli Box Restaurant
[phone]
Person Contacted
Cheryl Barbee
John Medlin
George Harding
Mrs. Baker
Roy Medlin
Phil Ritchie,
Triangle Materials
Bob Ritchie,
Carolantac Realty
Dot Strickland
James Crowe
Nathanial Mayo
Mrs. Barbee
Scott Beerman
1973
PHOTOREVJSEO 1981
Iv SE-SERIES Va42 OMA 5255
::,\.,;ALt. · 1·,:4 uuu
0
3000 4000 5000 6000 7000 FE ET
l KILOMETER
Dear Pat,
KEYSTONE
ENVIRONMENTAL RESOURCES, l~C.
436 Seventh Avenue, Suite 1940, Pittsburgh, PA 15219
January 26, 1987
Solid and Hazardous Waste
Management Branch
North Carolina Department of
Human Resources
P. O. Box 2091
Raleigh, NC 27602-2091
Attention: Pat DeRosa
Waste Management Section
Re: Koppers Morristown Site
Information Request
Enclosed is the information you requested in
letter which we discussed during our visit.
mation is enclosed:
your December, 1986
The following infor-
1. Letter to Mr. Paige, from D.R. Kerschner, dated February 14,
1986 which discusses the soil removal from the area of the
former lagoons.
2. Letter to Mr. R. A. Fisher from R. K. Garner (GSX) dated
July 24, 1986 covering the actions of GSX during the soil removal.
3. Memo to S. M. Tymiak from R. A. Fisher, dated August 25, 1986
titled "Final Report, Soil Removal Project, Raleigh, NC".
4. Site Maps (2) showing locations of borings, monitoring wells.
5. A short history of the lagoons and their closure.
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436 Seventh Avenue, Pi11sburgh, PA 15219
Telephone [phone]
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~ CERTIFIED MAIL
Dear Mr. Paige:
February 14, 1986
Mr. William Paige
Solid _and Hazardous Waste
Management Branch
Division of Health Services
P.O. Box 2091
Raleigh, North Carolina 27602
As we discussed in our telephone conversation this afternoon,
Koppers is in the process of evaluating the immediate removal of
pentachlorophenol-containing soil from the former wastewater
lagoon area at our Morrisville (Raleigh) plant. I had contacted
your agency so that the plant could either reactivate its old EPA
ID number or obtain a new number; the plant's former number was
de-activated due to the lack of hazardous waste activity.
Pursuant to that, I understand that you will be sending me the
paperwork to ob~ain a new ID number.
You had also requested that I explain our proposed activity at
the site. We are presently evaluating the removal of K001
materials in ~he ar~a which contain pentachlorophenol at or above
10 mg/Kg (ppm). You can refer to our November, 1984 report to
examine soil quality data from the area. My estimates indicate
that approximately 1100 cubic yards of soil are involved. This
material would be trucked to the GSX landfill in Pinewood, SC,
assuming that full approvals are obtained.
The lack of a~ EPA ID number is the only thing holding up our
application to place this material in .Pinewood. Upon that
approval, the project must be approved by Koppers management
before contracts can be awarded. Thus, at this ppint, the
project remains in a ''proposed" status.
You had also indicated that your Agency would have to review our
proposed actions, including our 10 mg/Kg clean-up level. It is
not our intent to have this project generate any discussions
concerning clean-up levels which would delay the project.
Koppers feels that the proposed remediation is necessary and
should be pursued without delay.
WILLIAM PAIGE
PAGE TWO
FEBRUARY 14, 1986
I appreciate your assistance in this matter. If you have any
questions or comments, please call.
DRK/bj
cc: L.C. Beck (Raleigh)
W .J. Baldwin
Very truly yours,
(;:)«J;,{ />. ~c~
David R. Kerschner
Manager, Environmental
Regulatory Programs
Mr. Robert A. Ffsher
KOPPERS COMPANY, INC.
436_ Seventh Avenue
Pittsburgh, PA 15219
GSX Services, Inc.
Emergency, F.emecfial &
Technical Projecls G,oup
PO. Box 270
Reidsville, North Carolina 27320
(919) 3,2-6106
[phone] (Eme,gency Response)
July 24, 1986
Re: Contaminated Soil Removal Project; Morrisville, NC
Dear Mr. Fisher:
Please find below a final report of the work that GSX Services, Inc. (GSX)
performed at the Morrisville, NC site.
This information is summarized by day.
July i2_ 1986 _:: Monday
GSX mobilized one (1) Project Manager and two (2) Equipment Operators from
its Reidsville, North Carolina facility. The GSX crew arrived on site
·and met with you. Upon our arrival you gave us a preliminary site tour
discussing boundaries, waste areas, schedules, etc. All questions and
initial problems were answered and solved. The GSX crew then left the
sit2 ..
July !_,_ 1986 _:: Tuesday
The GSX crew arrived on site at 7:45 a.m. only to find that the excavator
·had not arrived. Upon the completion of several phone calls, the excavator
arrived at 8:45 a.m. It was unloaded and excavation of the "one (1) foot
designated area" was begun at 9:20 a.m. All material was stockpiled by our
GSX front-end loader. Mike Milchuck, our GSX Technical Sales
Representative, arrived for a site visit.
At 5:00 p.m., we decided that approximately 20-25 truckloads of material
was stockpiled and ready for the next day's pick-up. We left the site at
6:00 p.m.
July 2-,_ 1936 _:: Wednesday
We arrived on site at 5:35 a.m. Using both pieces of equipment, we began
loading trucks at 6:10 a.m. We loaded seventeen (17) durap trucks. Upon
their completion, the GSX crew continued stockpiling material for the next
day's loading. We left the site at 1:30 p.m.
GENSTAR
A G1;;nsrar ~•✓aste
Services Company
Mr. Robert A. Fisher
KOPPERS CO!-lPA!.'Y, INC .
.July 24, 1986
Page -2-
July ~ 1986 .::_ Thursday
We arrived on site at 5:40 a.m. The GSX crew did a preventive maintenance
check on site equipment. Again, using both pieces of equipment, we began
loading trucks at 6:10 a.m. GSX loaded nineteen (19) trucks. Stockpiling
continued. We left the site at 2:00 p.m.
July·~ 1986.::. Friday
Arrived on site at 5:45 a.m. The GSX
a.m. GSX loaded eighteen (18) trucks.
Reidsville, NC. (l/2 day charge)
July 13, 1986 .::_ Sunday
crew began loading trucks at 6:10
The GSX crew demobilized to
Mobilized Project Manager and one (l) Equipment Operator from Reidsville,
NC.
July .!.!:_.,_ 1986 .::. Monday
Arrived on site at 5:30 a.m. Front-end loader began loading trucks at 5:50
a.m. Finished loading twenty-one (21) trucks at 9:20 a.m. Equipment
Operator skimmed areas designated by yourself for the next day's loading.
We left the site at 1:00 p.m.
July ~ 1986 .::. Tuesday
Arrived on site at 5:45 a.m. At 6: 10 a.m. the Equipment Operator began
loading the first truck. At 7:00 a.m. the front-end loader received a flat
tire. A service call was made and the loader continued at 9:30 a.m. All
trucks were finished loading at 11:20 a.m. We left the site at 11:45 a.m.
(1/2 day charge)
Please note chat there will be a change in some of the ''Daily Cos ts"
sheets. Task I (Protective Clothing) is a "per day" charge. This pertains
to whether we worked a full or· partial day. I apologize for any
inconvenience that this might cause.
Final Summary
GSX excavated, stockpiled and loaded eighty-four dump truck loads of
contaminated soil and debris from the Morrisville area. Total work time
was five (5) full eight (8) hour days and two (2) half days.
Mr. Robert A. Fisher
KOPPERS COXPANY, INC.
July 24, 198 6
Page -3-
Should you have any questions concer~ing the ~erk performed or the disposal
of the materials, please do not hesitate to contact us. We at CSX look
forward to working.with Koppers in the future.
Sincerely, #~"'-
Randy K. Garner
Project Manager
ERT Group
RKG/dwb
cc: Mike Hilchuck
Robert Stephens
Dave Sprinkle
Larry Davis
To·
Location
Subject
I
Interoffice Correspondence
S.M. Tymiak
K/1928
From
Location
I
R. A. Fisher
K/1928
TINAL REPORT Date August 25, 1986
SOIL REMOVAL PROJECT
RALEIGH, NC
GSX Services Inc .. mobilized Monday, July
initiating the Raleigh soil removal project.
concentrated. on three (3) specific areas:
Former Lagoon Area
Filter Bed Area, and·
The Blowndown Pit Area.
7, 1986
The clean-up
Location of subject
shown on Figure I.
areas within the Raleigh .Plant Site are
Excavation and stockpiling of PCP contaminated soil from
the Lagoon Area commenced Tuesday, July 8, 1986. The first cor,-
voy of trucks arrived Wednesday, July 9th. Figure II depicts
graphically the location of old lagoons, extent and depth of ex-
cavation, and a 200 ft. x 100 ft. grid sampling network. Approx~
imately 1100 cu .• yds. of contaminated soil was excavated and re-
moved :from the 20, 000 sq. ft. area encompassing the old lagoons.
The filter Bed Area contained a·bout 50 cu. yds. of contaminated
concrete, piping and soil. The .Blowndown Pit Area consisted
of approximately 100 cu. yds. of contaminated soil.
All contaminated material, 0 • totalling 1250 cu. yds. (1552 tons)
was manifested and transported to Pinewood Landfill,
South Carolina.
Upon completion of all excavation and transport activities,
soil surface samples were collected at all three (3) subject
areas; former Lagoon P.rea (forty-eight (48) samples at designated
locations), Filter Bed Area {one (1) sample). and Blowdown Pit
{one (1) sample). All samples were shipped to Monroeville
July 15, 1986.
Sheet I of 2
Site restoration commenced July 16, 1986 with the backiilling of
subject areas. Fill dirt consisted of silt and topsoil. Due to
previous excavations, performed in 1980 around the Cellon Treating
Area and Old Lagoons, the req ~red volume of fill dirt was doubled.
All excavated areas were restored to grade level and seeded. The
entire soil removal project was finalized and completed July 22,
1986.
Negotiations with sub.contractors throughout the project ·and utilization
of cost effective measures resulted in savings of over $60,000. ;The
attached chart delineates the scope of completed work and final costs.
RAF:m
Enclosures
Copies to:
M. R. Urbassik
M. Dvorsky
D.R. Kerschner
J. R. Campbell
File
R. A. FISHER
Sheet 2 of 2
SOIL REMOVAL PROJECT
RALEIGH, NORTH CAROLINA.
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4 £,OSTING IIEZ.LS
·<?-f'ROPOSEO WELLS
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/ OOIMlARY
PROPERTY
POU-.O-'-fl Y
Excavated Material from
f ·,;;f;";/)i Blowdown Pit, Filter Bed and
Former Lagoon Areas.
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Filter Bed Area·
FIR£ F0NJ
SOL£ fT££rJ
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R. A. Fisher
8-18-86
FIGlJRE I
..
RALEIGH, .NORTH Cl,ROLINA
FORMER LAGOON AREA
AREA A' I
EXCAVATED i211 OF SOIL I
THROUGHOUT INSCRIBED I>
AREA. · . · -. . ~ -
AREA B . 7
EXCAVATED 36" OF SOIL'.>--
THRO!:JGHOUT INSCRIBED I
AREA. .
,I
I '.
(0
)
i
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l :
l .. -10, . .. , ··1 ,; / ·,
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LEGEND:
Q .. SOIL SUMA CE SAMPLES
TAKEN AT EACH
LOCATION (~8 SAMPLES)
0
0
0
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OUTLINE OF OL,
LAGOON
R. A. TISHER·
8-18-36
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PROPERTY BOUNDARY
/'-/h
SCALE lFEETI
10~0"""':',=~~~-100 200 300
CEHETARY~
0
FI6URE 1
.LOCA KELL
RALEIGH/;~: NAP 'RISVILl£.
KOPPERS COMP ' ANY, INC.
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\I 1\ SCALE (FEET}
100 0 100 200 300
CEHETARY~
FIGURE l,.
SOA:ING,,
LOCATION
RALEIGH/HORRI;,::;.LLE
KOPPEAS COMPANY, • INC.
Q
PROCESS HISTORY
The Koppers' Raleigh plant produced glued-laminated wood products
from 1962 to 1986 when it was sold to Unit Structures.
Production has continued Unit Structures management. The plant
initially used untreated wood and'wood preserved with fluor
chrome arsenate phenol (FCAP), Type A. No treating of this
material occurred at the site. In 1968 the CELLON process was
installed at the site to produce treated wood for use as a raw
material. This treatment consisted of pressure injecting
pentachlorophenol (PCP) in a liquffied butane isopropyl ether
solution into the wood. After th~ impregnation was completed,
the butane carrier evaporated, leaving the pentachlorophenol as a
dry, crystalline salt. The CELLO~ treatment plant was located in
the southeastern portion of the site, near the existing fire
pond. The CELLON treatment process was discontinued in 1975,
after which treated wood was imported from other facilities.
Excess PCP salt was removed from the wood by steaming. The wash
solution was treated to recover PCP after which it was discharged
to the fire pond until the two treatment lagoons were installed
approximately six (6) months after'.start-up. After the CELLON
process was discontinued, the lago~ns were ''closed.'' The closure
process consisted of spraying the residual liquid over a portion
of the field northwest of the steel shop and mixing the remaining
sludges with the soil surrounding the lagoons. Fertilizer was
added in both operations to enhance biodegradation of the
pentachlorophenol.
From the recollection of knowledgeaple employees at the facility
and prior written memos, it is evid~nt that the CELLON process
did experience operational problems: over the course of its
operation which may have contributed to the escape of PCP to the
environment. Spills of process chemicals may also have led to
soil contamination in storage and process plant areas.
Chronology of Environmental Activities
' In January of 1971, after a heavy r~in,. about 200 fingerlings
were found dead in the Medlin Pond. The Medlin Pond is located
downstream of the overflow of the Koppers' fire pond on the
property of a private residence. To avoid a repeat of this
incident, the Koppers' pond overflow was by-passed around the
Medlin Pond until about 1980.
In mid-1975, the CELLON process was shut down and the equipment
was dismantled and sold where possib~e.
I
' Following the shutdown of the CELLON Process, water samples were
taken from the fire pond in the summer of 1976 to determine if
I
-1-I
the pond water could support fis~. PCP levels of less than 1 ppm were recorded with higher levels hear the CELLON process effluent lagoons by land treatment. Shortly thereafter the lake was stocked with 500 catfish and 500 bream species.
During the spring and summer of 1977 (April to September), closure of the CELLON effluent waste treatment lagoons occurred. Two large areas on the plant's property were picked to dispose of the lagoon water. The first location was behind the steel shop, and the second area located between the steel shop and the railroad tracks. The two areas were diked, when needed, and plowed. A tank truck drained the '.lagoons and sprayed the liquid over the two fields. Two applications were made on the fields. After the second application, the fields were plowed and generously fertilized. Dikes were then constructed to prevent any rain run-off from entering thi pond in the vicinity of the CELLON effluent lagoons. The sludge on the bottom was removed, mixed, and spread over the lagoons, and adjacent areas to dry. Once the area was dry, it was fertilized and seeded.
During the weekend of May 21 and 22, 1977, the plant received a strong rainfall which agitated the. lake. At this time, a large number of ''bullfrog" tadpoles died, It was theorized at the time that either the agitation of the pond bottom or the rain run-off was the cause of this event. No evidence of a fish kill was noted. However, a fish kill was reported in September of 1979 after a heavy rain. This occurrence was attributed to plant run-off contaminated with calcium chlo,ide, which was used as a dust suppressant on the roads. ·
' Investigations were begun in 1980 by Koppers to study the pentachlorophenol contamination of iboth the plant groundwater and the soils. Investigations included the installation of nine backhoe test pits and the collection of water samples from five of the pits, from seven of the existing wells, and from three surface water sources. In addition:, soil samples were taken from several areas of the plant on several different occasions. Based on the results of these efforts, approximately 220 cubic yards of soil were removed from the plant on! two different dates (April and May, 1980). The soils were removed to a permitted, commercial chemical waste disposal site.
In July, 1980, after the contaminat~d soils were removed, an in-depth soil sampling and analysis iprogram was initiated in the area of the former effluent waste t~eatment lagoon, the former CELLON treatment area, and the former warehouse area. As part of this program, seven monitoring wells (Nos. 9 thru 15) were installed to provide a ring of moni~oring points around the plant. The depths of the wells were\ chosen such that the wells terminated at or above the uppermost confining layer .. Groundwater samples were drawn from these wells in August, September and October of 1980. In addition, samples of three private wells and two offsite sedimehts (Medlin Pond and east discharge ditch) were taken on July 24, 1980 followed by water samples from the pond and soil samples from the pond and selected
I
-2-
test pi ts on September 11, 1980* .
1
Based on the results of this
investigation, an additional 240 cubic yards of contaminated soil
were removed to a permitted disposal site in November, 1980.
'
The US-EPA, (Region IV) Surveillance and Analysis Division (SAD),
at the request of the Air and Hazardous Materials Division,
conducted a hazardous waste site investigation (HWSI) which
included the collection and analysis of water, sediment, and fish
for purgeable and extractable organic compounds on
September 24, 1980. Surface water samples were collected from
the Koppers lake, Medlin pond, and the east ditch runoff under
the railroad etracks. Groundwater samples were collected from
three private wells and three wells on Koppers' property.
Sediment samples were collected from the Koppers' fire pond,
Medlin pond, and a ditch drainingithe land farming area. Fish
samples were collected from the Koppers' fire pond and Medlin
pond. The samples were divided into fish tissue and fish liver
for analysis. Trace levels of an :organic solvent were identified
in a well supplying the laminating plant but it was concluded
that the trace level would not merit health concern with respect
to potable use.
' A more detailed follow-up soil investigation was completed in the
area of the former effluent waste treatment lagoons in June,
1981. This investigation indicated that PCP was still present at
certain locations. Koppers conduc~ed another round of
groundwater sampling in June of 1984, including a confirmation of
the soil sampling results of 1981.: As a result, soil was again
removed (approximately 1,100 cubic' yards) from the lagoon area in
1986.
*The July 24 samples were
and Federal EPA with all
Agency.
actually collected by North Carolina
samples split between Koppers and the
!
-3-
Dear Neighbor:
Koppers CorTlpany, Inc., Science and Technology
436 Seventti Avenue, Pittsburgh, PA 15219
Telephone [phone]
KOPPERS '
January 20, 1987
I
Thank you for your cooperation i~ permitting us to draw water samples
from your home. We apologize fo~ any inconvenience we may have
caused.
Koppers' Morrisville plant was recently sold to Unit Structures
Company. To complete the sale we must conduct an environmental study.
This study is being done with the knowledge of the North Carolina
Department of Human Resource Services, Division of Health Services.
The samples from your homes are being used as part of that study.
Whenever drinking water is analyied, extra precautions must be taken
to ensure accurate and meaningful! results. That is why we have taken
three samples from your wells. Nbne of the completed analyses on the
first two samples has shown any reason for concern about the quality
of the groundwater.
The third set of samples is being:analyzed at our contractor's
laboratories in Pennsylvania and Texas.
The complete results ~f this drinking water study will be sent to you
and the N.C. Department of Human Resources as soon as we receive the
laboratory reports. We expect to :receive this information by the end
of February. If, during any analysis of your water, there had been
any indication that harmful constiltuents might be present, you would
have been notified immediately. I 'want to assure you that our testing
results do not indicate any cause 'for concern about the quality of
your drinking water.
I want to thank you again for your1 cooperation and apologize for any
inconvenience we may have caused. '
Sincerely yours,
! ~~
Martin M. S~hlesinger, Assistant Manager
Previously dperated Properties
KEYSTONE
) ENVIRONMENTAL RF.SOURCE.."i, INC.
436 Seventh Avenue, Suite 1940, Pittsburgh, PA 15219
CERTIFIED MAIL-RETURfl RECEIPT REQUESTED
Dear Mr. Berry:
' January 6, 1937
State of florth Carolina
Dept. of tlatural Resources and
Community Development
3800 Barrett Drive
P. 0. Elox 27687
Raleigh, North Carolina 27611-7687
ATTENTiON: MR. E.L. BERRY
SUBJECT: llonitori ng We 11 Construction Permit
91-0255-Wtl-0236
On October 27, 1986, your office issued thel above-referenced permit to
Koppers Co., Inc. for construction of 'monitoring wells at our facility
in Wake County, florth Carolina. These 11ells ,~ere constructed by
Wilson Engineering Associates under the supervision of Steven A. Colton.
I
I have enclosed the following infomation concerning these wells:
o l!ell Construction Records (using Form Gl/-1 ).
o He 11 Baring Logs. :
o Analytical results of soil and groundwater samples.
If you have any questions on this
Thank you for your cooperation in
MMS/bj
Enclosure
cc: J. R. Camp be 11 )
subject, please
this matter.
'
contact me at this office.
I
Sincerely yours,
' t1artin Vi. Schlesinger
Assistant Program llanager
Previousry Operated Properties
S. Colton ) ~1/0 attachments
C. Cramer )
· .• ':,°':.V.,:_,.,<•-..""'!?:;•;-:-:,,,-~}:-.!""''~'!-:,(.,~~•:,-.,.n~:.•"'-~-~__;: r~tee. Correspondence:...:.· :_ · -...,.. -. • .._;.: ; • -·:;;I:
}_-,_:_~_~_-_l .. ~.·~-l.~_t_:-_ri::!1!~~J~~Jt--·:~ R_Jst~~:: )iI l
----.. , . . ... .,-. -~""::.:.<· ·_}f)t .f
Location MC 'r-::,c;,;_;.:~ :,, _;,>; .-.... :· Location·
'~/:subject· .
MC
Raleigh, NC
Soil Analyses
{175-1792-77)
Attached
September
are results of analyses on
26, 1986 at the Raleigh site.
RDH:da
Attachment
cc: :vi. ] • Dvorsky
R. L. Weightman
S. Colton
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4-r..i it r~:ii::ttieno 1
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91-11.:',-1'3
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TABLE 2
~'.EYSTONE ENVIRONr~ENTAL RES•JURCES . ===================--==--==--=---================-
SUMMARY OF" ORGANIC COMPOl1NC"'·
=======================================-======-----------------------
SAMPLE# RSLT.LNE
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RN/:?60071
RN,e.60074
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==:============--=================-=---------------------------------~=
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'1N8•50079
Rt.J.?-60080
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TABLE 2: SUMMARY OF ORGANIC COMPOUNDS
=------==------------------------:------
R.SLT.LNE
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2.a,0Tr,s111,~r·(,ot1er,);
2,4-D1c1,1c,rc1~11e·101
2.4-0imet11v1011e,,0,
2,4-~1nitrc-o:1e•..,01
2.-(.i11 ,:·,roc,1;en,:, t
2-NI t r(l("l""'l':'"!•:• I
~.0-Di11,tr·~-0-~res,)1
4-N it ro::ine:1,:, 1
4Ctlli)r03mett1ViC•t~e~~!
Pentecn1orc-o,1e•1c-1
Pnen1) 1
2.4,0Trict11,)r00nen•)!
2.4-D·~n10r,:~~.1,~n,:,1
2,4-Di~e:11·. iptie,,0!
2,4-D1~itr~1~:•1~·..,c
2-•::n 1 •:-:·i:,c-',er"•·:,
2-N 1 t ?""",)"(:tl-='"!(, i
._=., !:,-o I fl It r·1:i-•)-•:(:';.::.,:,:
4-N i t~0::1;•1,::•·t•:-;
4C~1or~.3rne:1·v1c,,~en(,1
P~,,~ach10··0~~~:1(•i
;:.,r~e.t1<:, -
~.4-D,:111~rc,~ti~:11:,
2 , 4 -C) 1 r"'!'u: ::_ • ·i .,; : ::, · ~ i:.:, n ,:, '
2-r-1: t :·,:,on':."':1,:i 1
4,1~-C:riitr(•-()-cre~o:
4-N i tr(:•011"='"11) I
4Ct11oro3me~1~v1~,1,~no1
Pent ac 11 1 o !"(", c i"1 ~ r..,o
Pnen,, 1 •
2.3,5,6Ti:t-C1-ot~~i10
2.4,6T~1c111or(•ore1,,,1
2,4-0iC!ll(1fOCille110:
2, 4-Cl i:'nf!tl",••1 I C•t~~•·:,:,
Z.4-Dinitr-:,011~•~~:
2.-•::n I•:, ((1(•i"'I~ !"':•) I
2 -

N

, t r ·=· O ~-! i: ., ,:i '.
4 . 6-0: n · t .-· )-,_·,-i:re~•:i;
4-N i t!'"OC;l"•~t,,) I
4Ct, ll)(c).3n,ettl'. I ~•1·,~1·:o
P~::t.e.,:n I •:,r-)·)tv:•1c) I
~ner-01
70.0
.. 7•".J . ;j
35.0
70.0
70 C·
35.0
1~::i
: 7tj ('
.?,:, . 0
1 -:;2
' 7(,
(,
71) .. :,
70.G
35 0
·:-~ ,:,
.::s1
70. C·
g•.~-1.'S-3
e11-,.5-3
21,-, 5-3
.-:: 1 \ -·I 5-3
:3~i-'! :--?.
8~1-'.5-3
3~1-1 :,-3
::11,-~, ::-3
811-~:.-3
8~1-'i :,-?
~'!1 -·:--,0.s
3,1-v-10.s
2 1-\~-~•).5
1-9-10.5
=-=·~-~•-11).5
31,-~ .. -'!0 . .S
=1~-0-1·).5
:311-,;--~-,. -.
311-•~>--1) ~-
5!'.-•;-,-~) =.
., : -
l ; -
.. ':::-
3. ':' -
-'.:.-•.·,-. ,:, 5
. ·•.:-·~·-·c·
~ :·~-.. --'·) 5
-' .:. -,;.. -". 0 -.
-312-·z,-1,')
? , ~ --~· -1 ,)
.5 . J
===:::====
--------------------------1----------------------=
TABLE 2 SUMMARY OF ORGANIC COMP•)U:-JC,S
=============-===-------===-------------
RN.S1:,0 0 9:?
RSLT.LNE
2.3,5,•~Tet-,:1-c,r~e!~~-1
2.4,6T~i~1~10r0c11~n01
2,A-D;cn1,~r()ot,enoi
2,4-Dim~tliyl_Dn~,,o,
2,4-Ginitrc,c,1,~no1
4,6-D,n,tr-,-~,--:r~S(,
a.-N it roeir1ei·,,) i
41:hl(1r03~~t:1vlDl1"=11(1
Pe11tac111·:.rc,,,11~n0:
Pll0::•1•:1 I
_ . .3,5,~,Te-t-•:
?_a.-~1i:::110~•:1011e1101
2.4-Dimett~v ~-~~•,,:,1
2. 4-C:): •·•.it ro(•!i':'.!"1·~
2-1:!, r •:,-,:icn-=:·,,:,
:::-NI,:_ f"•.)C•:·:0:-:·:•:1 i
..:. -r.J, r. r·:>~• ,e,·:,:, _.
4C~l•)~c-3m~t11~;::,,~~0
2.4-0i~:n~or(,c,:1e11•:••
2.4-0i~~t11y·~,,~~10!
? . 4-Ci 1 .-, : t ..-,:,c,1·•-=n•:
2 -c,, ! ,:, -,:-,::.1·,,:--,,:
2-N i ~ r,:,;:,11-::1·:,
4-N it ropnen0 i
4ChlOr03M~tt1y1~,,~nc,1
Pe11tacnr0ropr,e:i01
Pt1eno1
2,3,5,15Tet-i:1-pt1~11,:
2,4.~Tric111,,root1~:,,:1
2,4-D1c1110ro~••1er1,,1
2,4-Oim-=t11y1~1,~t~0
2.4-[:111,tr,:1p11e1101
2-,::111 or(:,~,n-=:n•:i 1
2-r-1 1 c ror.:-t,en•) 1
4,6-G1n,c~0-c,-,:r~3c,1
d-N i r.r,:-,~,n~r,c) !
4Cll!Or•)3M~tt1'/l~•/7~·1,)1
Per1tac1110r1)~••1e,10
Pt7'=:10 I
70.0
._--;,;,.o
?~-•")
70.0
.. ·.•
,_,
70 0
:~:.. ,)
.,; ,:,•;~•)0
,'. ?5 ·)
'
I PP.,)D1.JCEC, OM
a13-1 s-·:-
E1=1--, S-:?
313-=·-3
81. :--3
e,:;·-,.-3
5·3-: =·-3 e,=.-~ -:-3
e 1 :: --~~ --: -: . :-
a ·• 3 --;. -, ,J s
:, -4
: -J.
':· -4
.. ·.£:-.:' :--
=~4-2 ~--4
=·'...:.-.:: :-.a.
"? , ..! --~ : -4
~;.:.-:::: ':•-4
3·~-:-;,-:
':' ~ .;J. -': : -,
?:.G.-;", :--7
c'; , 4 -5 : -7
3 1 .G.-:: < ---'
Bi4-5
'314-5 5-7
7
======-==
KEYSTONE EtJVIR•)NM~NTAL RESOl!RCES
TABLE 2: sur--MARY OF ORGANIC COMPO!_J~JD8
--------==---=-----=-=-=----=------------==--------------------------
RSLT.LNE
------------------------------1 ________ _
F:f'J.S60O95 2,3,5.6T~t-•::-pi1~n01
2., 4, ':,Tri Cll I ,:,:-op·1en•) i
2.4-Dicn1oroo11~1101
2,4-Oimet11v1p11e11c1
2,4-Dfn:trooh~~0;
2-Ctl I or()(.ltl~?l•) t
·2-N it roon-=no 1
4,0-Dinitro-o-cre·~Oi
4-N i,: r :);:)tl'::!l•) I
4Ct1toro3m~t11v1011en0
Pe1itac1110roo,~e:101
2,4,0Tr,c111oroc•t1~r~•~1
2.4-Oi·:t11oroc1n~~o!
~.4-Dimet11v10ne~~,1
2.4~Di!l,•:r•)Oi1~:1-:,1
2-Ctl 1 ,:,ri:1c,i-1en,:,;
2-N; r_rocine:-,o 1
4,5-0,rlitro-,,--:r~s(,
4-N i 1:rop~1"=n•:·, !
4Ct1!,:,ro3me:1,~ipt1~:,,:
P~11t~c1110r0~,~~!1(•1
'='nen•.:, 1
1, 70 0
·70. 0
3:'•. V
-: 7,:·. 0
8 i. 3
35 0
?15
::'.-~,A
,' ·-• ·=-
.::: •:-.4
.:. .,:, 1
915-4. =·-6
8·15-4 ::,-6
915-4.5-6
815-4 3-~,
BL5-4.5-6
915-4,5-6
815-4.5-6
a,s-4 5-6
815-4.5-6
9 1 5 -.i 5 -':,
81':,-':,'1-,i)_:.
!= 1 5 -,;, -

1

0 . ~
3 -1 :, -\• -

1

0

.

'5
s 1 ~--,; -

1

1) . -
3 !':·-~•-1 0. 5
2·-:•-':"-10.s
"?-i':i-·='-1 0.S
9-, :",-•;~-·1 r) 5
3 1 5 -.::• -I •J 5
CA(3E 8
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE OF CONTENTS PRODUCED ON 10/24/86 AT 10:36 PAGE
SAMPLE * SOURCE DESCRIPT DATE-COL DATE-REC
-------------------------------------------------------------
RN860002 WELL M\11-4 MONITORING WELLS 09/09/86 09/10/86
·RN860003 WELL M\11-6 MONITORING WELLS 09/09/86 09/10/86
RN8600Q-fl WELL M\11-7 MONITORING WEL_LS 09/09/86 09/10/86
RN860005 WELL M\11-8 MONITORING \I/ELLS 09/09/86 09/10/86
RN860006 \1/E LL M\11-1 0 MONITORING \I/ELLS 09/09/86 09/10/86
RN860007 \1/E LL M\11-1 1 MONITORING \I/ELLS 09/09/86 09/10/86
RN860008 \1/E LL M\11-12 MONITORING \1/E LL S 09/09/86 09/10/86
RN860009 \1/E LL FB MONITORING \I/ELLS 09/09/86 09/10/86
RN860010 WELL TS MONITORING \I/ELLS 09/09/86 09/10/86
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 1: SUM',\ARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 10:41 PAGE·
SAMPLE ;t RSLT.LNE SOURCE
-------------------------------------------------------
CHEMICAL OXYGEN DEMAND
RN860002 COD <Total>, mg/L: 40.0 \I/ELL M\11-4
RNB60003 COD <Total>, mg/ L: 50.0 \I/ELL M\11-6
RN860004 COD <Total>, mg/L: (10.0 \I/ELL MW-7
RN86000:S COD <Total>, mg/L: 50.0 \I/ELL M\11-8
RN860006 COD !Total>, mg/L: 35.0 \I/ELL MW-10
RN860007 .COD <Total>, mg/L: 40.0 \I/ELL MW-1 1
RN860008 COD <Total ) ' mg/L: 20.0 \I/ELL MW-12
RN860009 COD <Total>, mg/L: (10.0 \I/ELL FB
CONDUCTIVITY
RN860002 ConCl. ,umnos;cm 1509 \I/ELL MW-4
RN860003 Cono. ,umnos/cm 1796 \I/ELL M\11-6
RN860004 conCl. ,umnostcm 1779 \I/ELL M\11-7
RN86000:S Cono. ,umnos/cm 9:S1 \1/E LL M\11-8
RN860006 Cono. ,umnos1cm 980 \1/E LL M\11-1 0
RN860007 cono. ,umnos/cm 1200 \1/E LL t-lNJ-1 1
RN96000S Cono. ,umnos/cm 1 185 \1/E LL M\1.1-1 2.
RN860009 Cond. .umnos/cm 0.00 \1/E LL FB
RN960010 conCl. , umnos/cm 0.00 \1/E LL TB
PHENOL
RN860002 Pnenol mg/L: 0.005 \I/ELL M\11-4
RN860003 Pneno1 mg/L: 0.006 \1/E LL M\11-6
'
RN860004 Pnenol mg/L: 0.005
RN860005 Pnenol mg/L: 0.00:S
\1/E LL MW-7
\1/E LL M\11..' 8
RN960006 Pnenol mg/L: <0.005 \1/E LL MW-10
RN860007 Pnenol mg/L: 0. 0 1 1 WELL M\11-1 1
RNS60008 Pnenol mg/L: <0.005 WELL M\11-12
RN860009 Pnenol mg/L: <0.005 \I/ELL FB
TOTAL ORGANIC CARBON
RNS60003 TOC, mg/L: 3.85 WELL MW-6
RN860006 TOC, mg/L: 3. 15 \1/E LL M\11-10
RN860009 TOC, mg/L: 3.74 \1/E LL M\11-12
RN860004 TOC, mg/L: 4.70 WELL MW-7
RN860002 TOC, mg/L: 5.47 WELL MW-4
RN860007 TOC, ~/L: 6. 19 WELL M\11-11
RN960005 TOC, mg/L: 9. 17 \1/E LL MW-8
RN860009 TOC, mg/L: < 1 . 00 WELL FB
pH
RN860002 PH, uni ts 8. 1 WELL M\11-4
RN860003 PH, uni t5 7.4 WELL M\11-6
RNS60004 PH, uni ts 7.7 \1/E LL MW-7
RN860005 PH, units 7 . 1 WELL M\11-8
RNS60006 pH, uni ts 6 . 4 WELL MW-10
RN860007 pH, uni cs 7.7 WELL M\11-1 1
RN86000S pH, uni ts 7.5 WELL M\IJ-12
RN860009 PH, un; ts 7.3 WELL FB
RN960010 PH, uni ts 7.9 WELL TB
KEYSTONE ENVIRONMENTAL RESOURCES
' =•=••••••••••••••2•••••=•~•••==••••••••••2=z•==~=•
TABLE 1: SUfv'MARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 10:41
SAMPLE* RSLT.LNE SOURCE
-----------------------------------------------------------------
TOTAL OISSOVLED SOLIDS
RN960002 mg/L, TDS @103 C 947 \I/ELL MW-4·
RN860003 mg/L, TDS .e 103 C 1 133 \1/E LL M\11-6
RN860004 mg/L, TDS e103 C 1320 \1/E LL MW-7
RN860005 mg/L, TDS @103 C 675 \I/ELL M\11-8
RNBt:>0006 mg/L, TDS e 10·3 C ,;35 \1/E LL MW-10
RN860007 mg/L, TOS e, 03 C 1020 \1/E LL MW-11
RN860008 mg/L, TOS @103 C 870 \1/E LL Nr\11-12
RN860009 mg/L, TDS @103 C '38.0 \1/E LL FB
PAGE 2
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 2: SUM"IIARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 10:41 PAGE 1 ·-·-----
SAMPLE .. RSL T. LNE. SOURCE
--------------------------------I -----------------
CHLORIDE
RN860002 cn1orioe, mg/L: 136 WELL M\11-4
RN860003 cn1oriae, mg/L: 330 WELL M\11-6
RN860004 cn1oride, mg/L: 2:53 WELL MW-7
RN86000:S cn1or_iae, mg/L: 68.0 WELL M\11-8
RN860006 cn1oriae, mg/L: 126 WELL M\11-10
RN860007 cn1oride, mg/L: 97.0 \I/ELL M\11-11
RN860008 cntoriae, mg/L: 107 WELL MW-12
RN860009 cn1oride, mg/L: < 1 . 00 WELL FB
FLUORIDE
RN860002 Fluoriae, mg/L: 0.610 WELL MW-4
RN860003 Fluoride, mg/L: O.:S00 WELL M\11-6
RN860004 Fluoriae, mg/L: 0. 520 WELL M\1/-7
RN86000:S Fluorioe, mg/L: 0.290 WELL M\11-8
RN860006 Fluor ice, mg/L: 0.310 WELL M\11-10
RN860007 Fluor ice, mg/L: 0.680 \I/ELL M\11-1 1
RN860008 FIUOri0e, mg/L: 0 540 \1/E LL M\11-12
RN860009 Fluoride, mg/L: 0 ~ 110 WELL FB
NITRATE
RN860002 Nitrate as N, mg/L: (0. 100 WELL M\11-4
RN860003 Nitrate as N, mg/L: <0. 100 WELL M\11-6
RN860004 Nitrate as N • mg/L: < 0 . 1 00 WELL M\11-7
RN86000:S Nitrate as N, mg/L: {0. 100 \I/ELL M\11-8
RN860006 Nitrate as N, mg/L: < 0 . 1 00 WELL M\1/-10
RN860007 Nitrate as N, mg/L: <0. 100 WELL Mw-1 1
RN860008 Nitrate as N, mg/L: ,o. 100 WELL M\11-12
RN860009 Nitrate as N, mg/L: (0. 100 WELL FB
NITRITE
RN860002 Nitrite as N, mg/L: <0.010 WELL M\11-4
RN860003 Nitrite as N, mg/L: <0.010 \I/ELL MW-6
RN860004 Nitrite as N, mg/L: (0.010 WELL Mw-7
RN860005 Nitrite as N, mg/L: <0.010 WELL M\11-8
RN860006 Nitrite as N, mg/L: <0.010 WELL Mw-10
RN860007 Nitrite a:5 N • mg/L: <0.010 WELL MW-1 1
RN860008 Nitrite a:5 N, mg/L: <0.010 WELL MW-1 2
RN860009 Nitrite a:5 N, mQ/L: <0.010 \I/ELL FS
SULFATE
RN860002 SUifate, n,<J/L: 24.7 WELL M\11-4
RN860003 Sulfate, mg/L: (10.0 \I/ELL M\11-6
RN860004 Sulfate, mg/L: < 10. 0 \I/ELL M\11-7
RN86000:S Sulfate, mg/L: (10.0 WELL MW-8
RNS60006 Sulfate, mg/L: (10.0 WELL M\11-10
RN860007 Sulfate, mg/L: 153 WELL M\11-1 1
RN860008 Sulfate, mg/L: 4:S.:S WELL M\IJ-12
RN860009 sulfate, mg/L: < 10. 0 \I/ELL FB
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 3: SVM'\ARY OF METALS DATA PRODUCED ON 10/24/86 AT 10:47 PAGE
--------.---------------------------=------------=-----------~---===•• =•=--.....
SAMPLE ;; RSLT.LNE SOURCE
-----------------------------------------------------------------
ARSENIC
.9N860002 Arsenic, mg/L: <0,010 WELL M\1/-4
RN860003 Arsenic, mg/L: <0.010 WELL M\11-6
RN860004 Arsenic, mg/L: (0.010 WELL M\1/-7
RN86000S Arsenic, mg/L: <0.010 WELL MW-8
RN860006 Arsenic, mg/L: <0.010 WELL M\1/-10
RN860007 Arsenic, mg/L: <0.010 WELL MIi/-11
RN860008 Arsenic, mg/L: <0.010 WELL M\1/-12
RN860009 Ar5enic, mg/L: 0.011 WELL FB
RN860010 Arsenic, mg/L: <0.010 II/ELL TB
CALCIUM
RNS60002 Calcium, mg/L: 25.S WELL M\1/-4
RN860003 Calcium, mg/L: 57.9 WELL Mlll-6
RN860004 Calcium, mg/L: 50.4 WELL M\1/-7
RN860005 Calcium, mg/L: 4 1 . 0 WELL Mlll-8
RNS60006 Calcium, mg/L: 53.3 WELL M\11-10
RN860007 Calcium. • mg/L: 45.4 WELL M\1/-11.
RN86000S Calcium, mg/L: 36.7 WELL M\11-12
RN860009 Calcium, mg/L: < 1 . 00 WELL FB
RN860010 Calcium, mg/L: < 1. 00 WELL TB
CHROMIUM
' RN860002 cnromium, mg/L: <0.050 WELL Mlll-4
RN860003 Chromium, mg/L: <0.050 WELL Mlll-6
RN860004 Chromium, mg/L: <0.050 WELL M\1/-7
RNS60005 Chromium, mg/L: <0.050 WELL Mlll-8
RN860006 Chrom,um, mg/L: (0.050 WELL M\1/-10
RNS60007 Chromium, mg/L: (0.050 WELL MW-11
RNS60008 Chromium, mg/L: <0.050 WELL MW-12
RN860009 Chromium, mg/L: <0.050 WELL FB
RN860010 cnromium, mg/L: (0.0~0 WELL TB
MAGNESIUM
RN860002 Magnesium, mg/L' 35.2 WELL M\1/-4
RN860003 Magnesium, mg/L: 53.9 WELL M\11-6
RN860004 Magne5ium, mg/L: 64.9 WELL M\1/-7
RN860005 Magnesium, mg/L: 3 1 . 1 11/E LL M\11-8
RN860006 Magne5ium, mg/L: 38.2 WELL M\11-10
RN860007 Ma~ne5ium, mg/L: 32.4 11/E LL MIii-1 1
RN860008 Ma<;inesium, mg/L: 33.2 II/ELL M\1/-12
RN860009 Magnesium, mg/L: < 1 . 0 WELL FB
RNS60010 Magnesium, mg/L: ( 1 . 0 WELL TB
I
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 3: SUr,MARY OF METALS OATA PRODUCED ON 10/24/86 AT 10:47 PAGE 2
~=-----~--------------------------•-•=== =a:=•=1::11<::a
SAMPLE .. RSLT.LNE SOURCE
-----------------------------------------------------------------
POTASSIUM
RNB60002 Potassium, mg/L: 9.85 WELL MW-4
RNB60003 Potassium, mg/L: 3.37 WELL MW-6
RNB60004 Potassium, mg/L: 7.69 WELL MW-7
RNB60005 PoLa55ium, mg/L: 3.30 WELL MW-8
RN660006 Pot.a55ium, mg/L: 4.62 WELL MW-10
RNB60007 Potassium, mg/L: 7.47 WELL M\1/-11
RN66000B Potassium, mg/L: 5.48 WELL MW-12
RNB60009 Potassium, mg/L: < 1 . 00 WELL FB
RNB60010 Potassium, mg/L: < 1 . 00 WELL TB
SODIUM
RNS60002 soaium, mg/L: 140 WELL M\1/-4
RNB60003 soa1um, mg/L: 164 WELL MW-6
RNB00004 Sodium, mg/L: 150 WELL MW-7
RNB60005 soaium. mg/L: 53.2 WELL MW-8
RNB60006 Sodium, mg/L: 44.2 WELL MW-10
RNB60007 soaium, mg/L: 82.0 WELL Mot-11
RNB60006 soaiµm, ''11g/L: 56.7 WELL MW-12
RNB60009 soaium, mg/L: < 1. 00 WELL FB
RNB60010 soa1um, mg/L: < 1 . 00 WELL TB
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 4, SUM'IARY OF ORGANIC COMPOUNDS PRODUCED ON 10/24/86 AT 10,44
SAMPLE* RSLT.LNE SOURCE
-----------------------------------------------------------------
PENTACHLOROPHENOL BY EPA METHOD 604
RN860002 Pentacn1oropneno1 57. 1
RNB60003 Pentacn1oropneno1 163
RN860004
RNB60005
RN860006
RNB60007
RN860008
RN860010
Pentacn1oropneno1
Pentacn1oropneno1
Pentacnloropnenol
Pentacn1oropneno1
Pentacn1oropneno1
Pentacn1oropneno1
< 1 . 00
1 1 . 4
71. 2
< 1 . 00
< 1. 00
< 1. 00
Aoove results are reportea in ug/L.
WELL M\IJ-4
WELL M\IJ-6
WELL M\IJ-7
WELL M\IJ-8
WELL M\IJ-10
WELL MIii-1 1
WELL M\11-12
WELL TB
PAGE
Y.EYSTONE ENVIRONMENTAL RESOURCES
TABLE 5: SUMMARY OF ANALYTICAL DATA PRODUCED ON 10/28/86 AT 07:22 PAGE
SAMPLE .. RSLT.LNE SOURCE
-----------------------------------------------------------------
RN860002 1sopropy1 Etner.ug/L: (100 WELL MW-4
RN860003 1sopropy1 Etner.ug/L: (100 WELL MW-6
RN860004 1sopropy1 Etner,ug/L: (100 WELL MW-7
RN860005 1sopropy1 Etner,ug/L: < 100 WELL MW-8
RN860006 1sopropy1 Etner.ug/L: < 1 00 WELL MW-10
'1N860007 1sopropy1 Etner,ug/L: (100 WELL MW-1 1
c1,;ee,oooe 1_sopropy1 Etner,ug/L: < 1 00 WELL MW-12
RN860009 1·sopropy 1 Etner,ug/L: (100 WELL FB
RN860010 1sopropy1 Etner ,u,J/L: (100 WELL TB
KEYSTONE ENVIRON~ENTAL RESOURCES
•••••••••~•••~••••2•=••====•z=••z==========~•=~zaz :
TABLE OF CONTENTS PRODUCED ON 10/24/S5 AT 10,55 PAGC:
===•a==a
SAMPLE .. SOURCE DESCRIPT DATE-COL DATE-REC
-------------------------------------------------------------
RN860035 WELL MW-1 MONITORING WELLS 09/10/S6 09/11/86
RN860036 WELL MW-2 MONITORING WELLS 09/10/86 09/11/86
RN860037 WELL MW-3 MONITORING WELLS 09/10/86 09/11/86
RN860038 WELL M'J/-5 MONITORING WEL,LS 09/ 10/86 09/11/86
RN860039 WELL M'J/-9 MONITORING WEL'Ls 09/10/8!. 09/11/66
RN860040 FB MONITORING WELLS 09/10/86 09/11/86
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 1: SU!>'MARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 10:57 PAGE
SAMPLE l+ RSLT.LNE
--------------------------------------------------
CHEMICAL OXYGEN DEMAND
RN660035 COD ( TO ta I ) , mg/L: 50.0
RN860036 COD cTotal>, mg/L: 75.0
RNB60037 COD (Total>, mg/L: 20.0
P.N660038 COD <Total>, mg/L: 52.0
RN660039 COD (Total ) . mg/L: 15.0
RNB60040 ·coo (Total>, m,J/L: (10,0
CONDUCTIVITY
cona. , umnos/cm
cona. ,umnos/cm
cona. , umnos1cm
cona. , umnos/cm
cona. , umnos1cm
1580
1350
750
550
0.00
RN860035
RN660036
RN660037
RN860039
RN860040
PHENOL
RN860035
RN860036
RN860037
Pneno1, mg/L:
Pnenol, mg/L:
<0.005
<0.005
Pneoo 1 ,11g/L, 0.021
<0.005
<0.005
<0.005
RN860038 Pneno1 mg/L:
RN860039 Pnenol mg/L:
RNS60040 Pnenol mg/L:
TOTAL ORGANIC CARBON
RN860035
RN860036
RN860037
P.N860038
RN860039
RNB60040
TOC, mg/L:
TOC, mg/L:
TOC, mg/L:
TOC, mg/L:
TOC, mg/L:
TOC, mg/L:
10.77
5.53
41. 66
4.33
4.98
1. 06
TOTAL DISSOLVED SOLIDS
RN860035 mg/L, TDS @103 C
RN86003<5
RN860037
RN860038
RN860039
RN860040
pH
RN860035
RN860036
RN860037
RN860039
RN860040
mg/L, TDS
mg/L, TDS
mg/L, TDS
mg/L, TDS
mg/L, TDS
pH, uni ts
pH, uni ts
pH, units
pH, un I ts
pH, uni ts
@103 C
@103 C
E! 103 C
E!103 C
E! 103 C
7. 1
7.5
6,7
7.2
6.3
1000
832
650
975
480
68.0
:::i ==="'::i:,::a
SOURCE ---------------
\I/ELL M\11-1
\I/ELL M\11-2
\I/ELL M\11-3
\I/ELL M\11-5
\I/ELL M\11-9
FB
WELL M\11-1
WELL Mlll-2
WELL M\11-3
WELL M\11-9
F8
WELL MIii-1
WELL M\11-2
WELL M\11-3
\I/ELL MW-5
WELL M\11-9
FB
WELL M\11-1
".ciEL L M\11-2
WELL M\11-3
'.>JELL MW-5
WELL M\11-0
FB
WELL M\11-1
\liELL M\11-2
\I/ELL M\11-3
WELL M\11-5
WELL MW-9
FB
WELL M\11-1
WELL MW-2
WELL M\11-3
\I/ELL MW-9
FB
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 2: SUt,'\",1ARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 11:00 PAGE 1
==-:.:====•
SAMPLE .. RSLT.LNE SOURCE
-----------------------------------------------------------------
CHLORIDE
RNB'!,0035 en I or i ae, mg/L: 102 II/ELL MIii-I
RN860036 en I or i ae, mg/L: 53.0 IIIE LL Mlll-2
RN860037 cn1oriae, mg/L: 53.0 11/E LL MIii-3
RN860038 en 1or i ae, mg /L: 223 WELL MIii-5
RN860039 cn1oriae, mg/L: 33.0 II/ELL MW-9
RN860040 cn1oriae, mg/L: < I . 00 FB
FLUORIDE
R.N860035 Fluoride, mg/L: 0.440 II/ELL MIii-1
RN860036 Fluoriae, mg/L: 0.540 11/E LL MIii-2
RN860037 Fluor i ae, mg/L: 0.700 II/ELL MW-3
RN860038 Fluoriae, mg/L: 0.480 11/E LL MW-5
RN860039 Ftuor.ide, mg/L: 0.490 II/ELL Mll/-9
RN860040 Fluoriae, mg/L: 0. 3.5 0 FB
NITRATE
RNB60035 Nitrate a:s N, mg/L: <0. 100 II/ELL Mll/-1
RN860036 Nitrate as N, m9/L: <0. 100 WELL Mll/-2
RN860037 Nitrate as N, mg/L: < o_. 1 oo 11/E LL Mll/-3
RN860038 Ni trat:.e as N, mg/L: <0. 100 IIIE LL M\IJ-5
RN860039 Nitrate as N, mg/L: <O. ,oo \I/ELL M\11-£1
RNB60040 Nitrate as N, m1J/L: (0. 100 FB
NITRITE
RN860035 N i t rti t e as N, mg/L: <0.010 WELL MW-1
RN860036 Nitrite as N, mg/L: <0.010 viELL M\11-2
RN860037 Nitrite as N·, mg/L: <0.010 "WELL MW-3
RN36003,3 Nitrite as N, m9/L: <0 010 11/E LL MW-5
RN860039 Nitrite as N, mg/L: <0.010 \1.'E LL Mll/-9
RN860040 Nitrite as N, mg/L: <0.010 FB
SULFATE
RN860035 Sulfate, mg/L: 27.3 WELL MW-1
P.N860036 Sulfate, mg/L: 38.8 II/ELL MIii-2
RN860037 SUifate, mg/L: 22.7 II/ELL r,,1111-3
RN860038 SUifate, mg/L: 23.0 II/ELL MIii-5
RN860039 Sulfate, mg/L: 30.6 WELL MW-9
RN860040 su !fate, mg/L: 15. 8 FB
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 3: sur,MARY OF METALS DATA 'PRODUCED ON 10/24/56 AT 10:59 PAGE
•=-==---:=c•
SAMPLE .. RSLT.LNE SOURCE
----------
______________________________ \ _________ ---------------
ARSENIC
RN860035 Ar5enic, mg/L: <0.010 WELL MW-1
RN860036 Arsenic, mg/L: 0.018 WELL MW-2
F.lN860037 Arsenic, mg/L: ,0.010 WELL MW-3
RN860038 Arsenic, mg/L: <0.010 WELL MW-S
RN860039 Arsenic, mg/L: <0.010 WELL M\1/-9
RN860040 _Arsenic, mg/L: (0.010 FS
CALCIUM
RN860035 Calcium, mg/L: 35.9 WELL M\1/-1
RN860036 calcium, mg/L: 23.S WELL M\11-2
RN860037 Calcium, mg/L: 17.0 WELL M\1/-3
-RN86003S Calcium, mg/L: 46.9 WELL M\11-5
RN860039 Calcium, mg/L: 22..4 WELL MW-9
RN860040 Calcium, mg/L: < 1 . 00 FB
CHROMIUM
RN860035 cnrom i um, mg/L: <0.050 WELL MW-1
RNS60036 cnrom i um, mg/L: <0.050 WELL M\11-2
RNS60037 cnromium, mg/L: to. 050 WELL MW-3
RN860038 cnrom i um, mg/L: (0.050" WELL M\1/-5
RN860039 cnrom i um, mg/L: <0.050 WELL M\11-9
RN860040 cnromium, mg/L: <0.050 FB
MAGNESIUM
RNS60035 Magnesium, mg/L: 31. 0 WELL M\11-1
RNS60036 Magnesium, mg/L: 26.S WELL MW-2
RNS60037 Magnesium, mg/L: 20.4 "-'ELL M\1/-3
RN860038 Magnesium, mg/L: 5 1 . 9 WELL MW-~
RN860039 Magnesium, mg/L: 9.75 WELL MW-'="
P.N860040 Magnesium, m9/L: < 1 . 00 FB
POTASS I lJM
RNS60035 Potassium, mg/L: 9.25 WELL MIi/-1
RN860036 Potassium, mg/L: 5.55 \I/ELL M\1/-2
RN860037 Potassium, mg/L: 6.65 \1/E LL M\11-3
RN860038 Potassium, mg/L: 9.59 \1/E LL M\11-5
RN860039' Pota5sium, mg/L: 3.63 \1/E LL M\11-9
P.N860040 Pota55ium, mg/L: < 1. 00 FB
SODIUM
RN860035 soaium, mg/L: 233 \I/ELL M\11-1
RN860036 soaium, mg/L: 207 WELL MW-2
RN860037 soaium, mg/L: 149 \1/E LL MIi/-3
RN860038 sooium, mg/L: 180 WELL M\11-5
RNS60039 soaium, mg/L: 56.8 \I/ELL M\11-9
RN860040 SOOium, mg/L: < 1 . 00 FB
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 4, su=RY OF ORGANIC COMPOUNDS PRODUCED ON 10/24/66 AT 11,01
SAMPLE~ RSLT.LNE SOURCE
-----------------------------------------------------------------
PENTACHLOROPHENOL BY EPA METHOD 604
RN660035
RN600036
RN860037
RN86003S
RNS60039
RN860040
Pentacn1oropneno1
P_entacn I oropneno 1
Pentacn1oropneno1
Pentacn1oropneno1
Pentacn1oropneno1
Pentacntoropnenot
< 1 . 00
< 1 . 00
5.85
4 1 1
4.29
, . '?6
Ao6ve resu1t·s are reporteo in ug/L.
WELL MW-1
WELL MW-2
WELL MW-3
WELL MW-5
WELL MW-<;
FB
PAGE
= .. • ... =a.=•
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 5: SUM"AARY OF ANALYTICAL DATA PRODUCED ON 10/27/86 AT 12:01
SAMPLE~ RSLT.LNE SOURCE
---------------------------------------, -------------------------
RNB':i0035
RN860036
RN860037
RN860038
RN860039
RN860040
1sopropy1
1sopropy1
1sopropy1
1sopropy1
1sopropy1
1sopropy1
Etner,ug1L, (100
Etner,ug/L: (100
Etner,ug/L: (100
Etner,ug/L: (100
Etner,ug/L: (100
Etner,ug/L: ~100
WELL M\ll-1
WELL MW-2
WELL M\l/-3
WELL M\11-5
WELL M\11-9
FB
PAGE
•==-••=-=•
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE OF CONTENTS PRODUCED ON 10/24/66 AT 10,52 PAGE
==,:::::::;:s
SAMPLE .. SOURCE DESCR I PT DATE-COL DATE-REC
---------------------------------------,---------------------
RN860029 WELL \11-1 MONITORING \1/EL'LS 09/10/86 09/11/86
RN860030 WELL \11-2 MONITORING WELLS 09/10/86 09/11/86
RN860031 \I/ELL \11-3 MONITORING \I/ELLS 09/10/8€> 09/11/86
RN860032 WELL W-4 MONITORING WELLS 09/10/86 09/11/86
RN860033 WELL W-5 MONIT!)RING \1/EL,LS 09/10/86 09/11/86
RNS60034 \I/ELL W-14 MONITORING WELLS 09/10/8<3 09/11/86
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 1: SUr,r,,\ARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 10:55 PAGE
SAMPLE# RSLT.LNE SOURCE
-----------------------------------------------------------------
CHEMICAL OXYGEN DEMAND
RN860029 COD <Total ) ' mg/L: <10.0
RN860030 COD <Total ) ' mg/L: <10.0
RN860031 COD <Total ) ' mg/L: < 10. 0
RN860032 COD <Total ) ' mg/L: 20.0
RN860033 COD <Total mg/L: < 10. 0
RN860034 . COD <Total ) ' mg/L: 25.0
CONDUCT IV I T.Y
RNS60029 cone. ,umnos/cm 670
RN860030
RN860031
RN860032
RN860033
RN860034
PHENOL
RN860029
RN860030
RN860031
RN860032
RN860033
Cena. , umnos/cm
cone. , umnos/cm
cone. ,umnos/cm
cone. ,umnos/cm
cone. , umnos/cm
Pneno 1 , mg/L:
Pneno I, mg/L:
Pneno1 mg/L:
Pnenol mg/L:
Pneno1 mg/L:
530
520
1000
350
1 130
<0.005
<0.005
<0.005
<0.005
RN860034 Pnenol mg/L:
<0.005
<0.005
TOTAL ORGANIC CARBON,
RN860029 TOC, mg/ L :, < 1 . 00
RN860030 TOC, mg /L :' < 1. 00
RN860031 TOC, mg/L: < 1 . 00
RN860032 TOC, mg/L: 1 . 65
RN860033 TOC, mg/L: < 1 . 00
RN860034 TOC, mg/L: 2.00
TOTAL DISSOLVED SOLIDS
RN860029 mg/L, TDS @103 C
RN860030 mg/L, TDS @103 C
RN860031 mg/L, TDS @103 C
RN860032 mg/L, TDS @103 C
RN860033 mg/L, TDS @103 C
RN860034 mg/L, TDS @103 C
pH
RN860029 pH, uni ts 7.4
RN860030 pH, un It :5 7.4
RN860031 pH, uni ts 7.5
RN860032 pH, uni ts 7.2
RN860033 pH, unit:5 7.5
RN860034 pH, units 7. 1
388
308
290
630
264
742
\I/ELL w-1
\1/E LL W-2.
WELL W-3
\1/E LL W-4
\I/ELL W-5
\I/ELL \11-14
WELL W-1
WELL W-2
\I/ELL \11-3
WELL \11-4
WELL \11-5
WELL \11-14
\I/ELL \11-1
WELL \11-2
\I/ELL \11-3
\I/ELL \11-4
WELL \11-5
WELL \11-14
\I/ELL \11-1
\I/ELL \11-2
\1/E LL \11-3
WELL \11-4
\I/ELL \11-5
WELL \II-14
\I/ELL \11-1
WELL \11-2
\I/ELL \11-3
\1/E LL \1/-4
WELL \1/-5
\I/ELL W-14
\I/ELL w-1
\1/E LL W-2
\I/ELL \11-3
\I/ELL \11-4
\I/ELL \1/-5
WELL W-14
KEYSTONE ENVl~ONMENTAL RESOURCES
TABLE 2: SUMYIARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 10:54 PAGE
SAMPLE .. RSLT.LNE SOURCE
-----------------------------------------------------------------
CHLORIDE
RN860029 cn1oriae, mg/L: 29.0 \I/ELL \11-1
RN860030 en tor iae, mg/L: 16.0 WELL W-2
RN860031 cn1oriae, m<,/L: 23.0 WELL \11-3
RN860032 Chloride, mg/L: 126 WELL \11-4
rlN860033 cn1oriae, mg/L: 14.0 WELL \11-5
r1N860034 cn1oriae, mg/L: 1 4 I WELL W-14
FLUORIDE
RN860029 Fluoriae, mg/L: 0. 150 WELL \11-1
RN860030 F1uoriae, mg/L: o. 1 ~o WELL 111-2
RN860031 Fluoriae, mg/L: 0.310 \I/ELL \11-3
RN860032 Fluoriae, mg/L: 0. 150 II/ELL 111-4
RN860033 Fluoriae, mg/L: 0. 150 \I/ELL \11-5
RN860034 Fluoriae, mg/L: 0.400 WELL W-14
Nl!RATE
RNS60029 Nitrate as N • mg/L: <O. 100 WELL \11-1
RN860030 Nitrate as N, mg/L: 0.254 \1/E LL W-2
RN860031 Nitrate as N, mg,"!.: 1. 60 WELL W-3
RN860032 Nitrate as N, mg/L: <0.100 WELL W-4
RN860033 Nitrate as N, mg/L: 0.978 WELL W-5
·rlN860034 Nitrate as N, mg/L: <0. 100 \1/E LL W-14
NITRITE
RNS60029 Nitrite as N, mg/L: <0.010 \1/E LL \II-I
RN860030 Nitrite as N, mg/L: <0.010 WELL 111-2
RN860031 Nitrite as N, mg/L: <0.010 WELL W-3
RN860032 Nitrite as N, mg/L: <0.010 WELL 111-4
RN860033 tJ i tr i t e as N, mg/L: <0.010 WELL W-5
RN860034 Nitrite as N, mg/L: <0.010 WELL W-14
SULFATE . RN860029 Sulfate, mg/L: 12.5 WELL W-1
RN860030 Su If ate, mg/L: 23.2 WELL W-2
RN860031 sulfate, mg/L: 14.6 WELL W-3
RN860032 sulfate, mg/L: 16.3 WELL W-4
RN860033 sulfate, mg/L: 1 1 . 9 WELL \11-5
RN860034 su I fate. mg/L: 25.2 WELL W-14
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 3: su1'T'MRY OF METALS DATA PRODUCED ON 10/24/66 AT 10:55 PAGE 1
-= .. =••--
SAMPLE * RSLT.LNE SOURCE
-----------------------------------------------------------------
ARSENIC
RN860029 Arsenic, mg/L: <0.010 WELL \11-1
RNB60030 Arsenic, mg/L: <0.010 WELL \11-2
RN860031 Arsenic, mg/L: <O'. 010 WELL \11-3
RN860032 Arsenic, mg/L: <0.010 \I/ELL \11-4
RN860033 Arsenic, mg/L: <0.010 \1/E LL \11-5
RN860034 .Arsenic, mg/L: <0.010 WELL \II-14
CALCIUM
RNB60029 Calcium, mg/L: 5 3. 0 \1/E LL \11-1
RN860030 Calcium, mg/L: 36. 1 WELL \11-2
RN860031 Calcium, mg/L: 36.7 WELL \11-3
RN860032 Calcium, mg/L: 97.9 WELL \11-4
RNB60033 Calcium, mg/L: 31. 5 WELL \11-::I
RN860034 Calcium, mg/L: 1 17 WELL W-14
CHROMIUM
RN860029 cnromium, mg/L: <0.050 \1/E LL W-1
RN860030 cnromium, mg/L: <0.050 WELL \11-2
RN860031 Chromium, mg/L: <0.050 \1/E LL W-3
RN860032 Chromium, mg/L: <0.050 \1/E LL W-4
RN860033 Chromium, mg/L: <0.050 \I/ELL W-5
RN860034 cnromium, mg/L: <0.050 \I/ELL \11-14
MAGNESIUM
RN860029 Magnesium. mg/L: 29.4 WELL W-1
RN860030 Magnesium, mg/L: 21 . 4 WELL W-2
RN860031 Magnesium. mg/L: 19.9 \I/ELL W-3
RN860032 Magnesium, mg/L: 28.5 'JJE LL \11-4
RNB60Q:;3 Magnesium, mg/L: 14.9 \1/E LL W-5
RN860034 Magnesium, m,;,tL: 22. 1 \1/E LL \11-14
POTASSIUM
RN860029 Potassium, mg/L: 1 . 90 WELL \II -1
RN860030 Potassium, mg/L: 1 . 47 WELL W-2
RN860031 Potassium, mg/L: 2.03 WELL W-3
RN860032 Potassium, mg/L: 2.38 WELL W-4
RNB60033 Pota:s5ium, mg/L: 2.::12 WELL \11-5
RN860034 Potassium, mg/L: 1. 37 WELL 1)./-14
SODIUM
RN860029 sooium, m<,/L: 12.6 WELL \II -1
RN860030 soaium, rnQ/L: 13.2 \1/E LL \11-2
RN860031 Sodium, mg/L: 16.0 \1/E LL W-3
RN860032 sooium, rng/L: 27.0 WELL \11-4
RN860033 SOdium, mg/L: 1 ::I . 1 \1/E LL w-s
RN860034 SOOium. mg/L: 2 4. 1 WELL W-14
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 4: SUW>\ARY OF ORGANIC CO'v1POUNOS PRODUCED ON 10/24/65 AT 10:57
SAMPLE~ RSLT.LNE SOURCE
----------·-------------------------------------------------------
PENTACHLOROPHENOL BY EPA METHOO 604
AN860029 Pentacnloropneno1 <1.00
RNB60030
RN860031
RN860032
RN860033
Pentacn1oropneno1
Pentacn1oropneno1
Pentacn1oropneno1
Pentacn1oropneno1
< 1 . 00
< 1 . 00
< 1 . 00
< 1 . 00
RN860034 Pentacn1oropneno1 <1.00
Aoove results are reportea in ug/L.
\I/ELL \II-1
\I/ELL \11-2
\1/E LL \11-3
\1/E LL \11-4
WELL \11-S
\I/ELL W-14
PAGE
="'====-==
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 5, SUMYIARY OF ANALYTICAL DATA PRODUCED ON 10/28/86 AT 07: 11 PAGE
===-:::r===-
SAMPLE # ASL T. LNE SOURCE
-----------------------------------------------------------------
RN860029 1sopropy1 Etner,ug/L: (100 WELL W-1
RNS60030 1sopropy1 Etner,ug/L: (100 WELL W-2
RNS60031 1sopropy1 Etner,ug/L: < 100 WELL W-3
RN860032 1sopropy1 Etner,ug/L: (100 WELL W-4
RNS60033 1sopropy1 Etner,ug/L: < 1 00 WELL w-s
RN860034 lsopropyl Etner,ug/L: ( 100 WELL W-14
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE OF CONTENTS PRODUCED ON 10/24/86 AT 11,00 PAGE
SAMPLE .. SOURCE DESCRIPT DATE-COL DATE-REC
----------------------------------------------------- --------
RNS60041 WELL W-6 MONITORING WELLS 09/11/86 09/12/86
RN860042 WELL W-7 MONITORING WELLS 09/11/86 09/ 12/86
RN860043 WELL w-s MONITORING WELLS 0')/11/80 09/12/86
RNS60044 WELL w-10 MONITORING WELLS 09/11/S6 09/12/86
RN860045 WELL W-12 MONITORING WELLS 09/11/86 09/12/86
RN860046 WELL w-1_3 MONITORING WELLS 09/1i/8'5 091121e.,;
RNS60047 WELL W-15 MONITORING WELLS 09/11/8'5 09/12/86
RN860048 FB MONITORING WELLS 09/11/8'? 09/12/66
RNS60049 TB MONITORING WELLS 09/11/86 09/ 12/86
~EYSTONE ENVIRONMENTAL RESOURCES
TABLE 1: SUM"IARY OF ANALYTICAL DATA _PRODUCED ON 10/24/86 AT 11:03 PAGE
SAMPLE It RSL T. LNE SOURCE
-------------------------
CHEMICAL OXYGEN DEMAND
RN860041 coo <Total>, mg/L: 25.0 WELL W-6
RN860042 coo <Total>, mg/L: 15. 0 WELL \1/-7
RNS60043 coo <Total>, mg/L: 15. 0 WELL w-s
RNS60044 coo <Total l, mg/L: 10.0 WELL w-10
RN860045 coo <Total>, mg/L: 15. 0 WELL W-12
RNS<:,0046 ·coo <Total>, m,;i IL: '\2. 0 WELL W-13
RN860047 coo <Total>. mg/L: <10.0 WELL W-15
RN860048 coo CTotall, mg/L: (10.0 FS
RN860049 coo <Total>, mg/L: <10,0 TS
CONDUCTIVITY
RN860041 cona. ,umnos/cm 1 100 \I/ELL \1/-6
RN860042 cona. ,umnos1cm 750 WELL \1/-7
RN860043 Cona. ,umnos;cm 550 \I/ELL \1/-8
RN860044 cona. ,umnos1cm 850 \I/ELL \1/-10
RN8'50045 cona. ,umnos/cm 500 WELL w-12
RN8600'46 cona . . L.tmnos/cm . -330 "iEL L W-1.:?
RN860047 cona. ,umnos1cm 390 \I/ELL \1/-15
RN860048 cona. ,umnos1cm < 1 . 00 FB
P.N860049 cona. , L1mn,:>s1cm 1. 00 TB
PHENOL
RN860041 Pnenol mg/L: 0 .007 'JIELL \1/-'5
RN8t;0042 Pl1eno I mq:/L: ,:o. 005 'J/E LL \1/-7
RNS60043 Pnenol mg/L: <0.005 WELL W-8
RNS60044 Pl1eno I mg/L: <0.005 WELL w-10
RN660045' Pher.o 1 mg/L: <0.005 \I/ELL w-12
RN860046 Pnenol mg/L: <0.005 WELL 'J/-13
RN860047 Pnenol mg/L: <0.005 -..VC::L L W-15
RN860048 Phenol m1J/L: (0.005 FB
RN860049 Pneno1 m1~/l: (0.005 TS
TOTAL ORGANIC CARBON
RNS60041 TOC, mg/L: 8.63 \I/ELL \I/-",
RN860042 TOC, mg/L: 2.38 WELL \1/-7
RM8'50043 TOC, mg/L: 4.94 WELL \1/-8
RN860044 TOC, mg/L: 2. 14 \I/ELL W-10
RN860045 TOC, mg/L: 1 . 1 7 WELL w-,2
RN860046 TOC, mg/L: 1. 39 WELL W-13
RN860047 TOC, mg/L: < 1. 00 WELL \I/-15
RN860048 TOC, mg/L: < 1 . 00 FB
RN860049 TOC, mg/L: < 1 . 00 TB
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 1: SUM°'IARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 11:03 PAGE 2
========
SAMPLE .. RSLT.LNE SOURCE
-----------------------------------------------------------------
TOTAL DISSOLVED SOLIDS
RN860041 mg/L, TDS e 1 o 3 C 744 WELL W-5
RN860042 mg/L, TDS @103 C 564 WELL W-7
RN860043 mg/L, TDS e103 C 408 WELL W-8
RN860044 mg/L, TDS e 1 o3 C 604 WELL W-10
RN860045 mg/L, TDS @103 C 3S6 WELL W-12
RN8o0046 mg/L, TDS @103 C 260 WELL W-13
PN860047 mg/L, TDS @103 C 366 WELL w-,s
RN860048 mg/L, TDS @103 C 38.0 FB
RN860049 mg/L, TDS e 1 03 C 48.0 TB
pH
RN860041 pH, uni ts 7. 1 WELL W-6
RN860042 pH, uni ts 7.5 WELL W-7
RN860043 pH, uni ts 7.6 WELL W-8
RN860044 pH, units 7.2 \I/ELL \11-10
RNS60045 pH, uni ts 7.4 WELL W-12
RN860046 pH, units 7.5 \I/ELL \11-13
RN860047 pH, unit~ 6.5 WELL W-15
RN860048 pH, units 7.4 FB
RN860049 pH, units 7.4 TB
•
•
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 2: SUMMARY OF ANALYTICAL DATA PRODUCED ON 10/24/86 AT 11:05 PAGE
SAMPLE ... RSL T. LNE SOURCE
-----------------------------------------------------------------
CHLORIDE
RN860041 cn1oriae, mg/L: 126 \I/ELL \11-6
RN860042 cn1oriae, mg/L: 78.0 11,'EL L W-7
RN860043 cn1oriae, mg/L: 53.0 \1/E LL W-8
RN860044 cn1oriae, m,;i IL : 68.0 WELL w-10
RNS60045 cn1oriae, mg/L: 24.0 \1/E LL \11-12
RN860046 · en 1or i ae, mg/L: 16.0 11,'ELL W-13
RN860047 cn1oriae, mg/L: 19.0 \I/ELL \11-15
RN860048 cn1oriae, mg/L: < 1 . 00 FB
RNS60049 cn1oriae, mg/L: < 1 . 00 TB
FLUORIDE
RN860041 F1uoriae, mg/L: 0.400 WELL \11-6
RN860042 Fluorioe, mg/L: 0.300 \I/ELL \11-7
RN860!)43 F1uoriae, mg/L: 0.240 \1/E LL W-8
RN860044 Fluoriae, mg/L: 0.230 WELL W-10
RN860045 Fluoriae, mg/L: 0.200 WELL w-12
RN860046 Fluor ii:J~, mg/L: 0.280 WELL W-13
RN860047 Fluor.ice, mg/L: 0.200 WELL \11-15
RN860048 Fluor id~, mg/L: 0. 130 FB
RN860049 Fluoriae, mg/L: 0. 120 TB
NITRATE
RN860041 tiJitrate as N, mg/L: 0. 176 \1/E LL W-6
RN860042 t" i crate as N, mo;i/L: <O. 100 WELL W-7
RN860043 Nitrate as N, mg/L: <O. 100 WELL W-9
RN860044 Nitrate as N, mg/L: (0. 100 \I/ELL W-10
RN860045 Nitrate as N, mg/L: 0.330 \I/ELL W-12
RN860046 Nitrate as N' mg/L: (0. 100 WELL IJJ'-13
-RN860047 Nitrate as N, mg/L: 0. 125 WELL W-15
RN860048 Ni t·rate as N, m,:i /L: <O. 100 FB
RN960049 Nitrate as N, mg/L: <O. 100 TB
NITRITE
RN860041 Nitrite as N, mg/L: <0.010 \I/ELL W-6
RN860042 Nitrite as N, mg/L: <0.010 'wEL L \11-7
RN860043 Nitrite as N, mg/L: <0.010 \1/E LL \1/-8
RN860044 Nit r i t'e as N, mg/L: <0.010 \I/ELL W-10
RN860045 Nitrite as N' mg/L: <0.010 WELL W-12
RN860046 Nitrite as N, mg/L: <0.010 WELL W-13
RN860047 Nitrite as N, mg/L: <0.010 \1/E LL W-15
RN860048 Nitrite as N, mg/l: <0.010 FB
RN860049 Nitrite as N, mg/L: <0.010 TB
SULFATE
RN860041 su I fate, mg/L: 24.8 WELL W-6
RN860042 SU If ate' mg/L: 19.9 \I/ELL W-7
RN860043 Sulfate, mg/l: 19.3 \I/ELL w-s
RN860044 Sulfate, mg/L: 1 9. 1 \l,'ELL w-10
RN860045 SUifate, mg/L: 115 . 9 WELL w-12
RN860046 Sulfate, mg/L: 115 . 7 WELL W-13
RN860047 Sulfate, mg/L: 12.2 \1/E LL W-15
RN860048 Sulfate, mg/L: 12.2 FB
RN860049 Sulfate, mg/L: <10.0 TB
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 3: SUr,T,'\ARY OF METALS DATA PRODUCED ON 10/24/€6 AT 11:05 PAGE
SAMPLE # RSL T. LNE SOURCE
-----------------------------------------------------------------
ARSENIC
RN860041 Arsenic, mg/L: <o·.010 \I/ELL \1/-6
RN860042 Arsenic, mg/L: <0.010 \I/ELL \1/-7
RN860043 Arsenic, mg/L: <0.010 \I/ELL \1/-8
RN860044 Arsenic, mg/L: <0.010 11,'ELL W-10
RN860045 Arsenic,. mg/L: <0.010 \I/ELL Ii/-1 2
RN860046 Arsenic, mg/L: <0.010· \I/ELL W-13
RN860047 Arsenic, m9/L: (0.010 \I/ELL Iii-1 5
RN860048 Arsenic, mg/L: <0.010 FB
CALCIUM
RN860041 calcium, mg/L: 48.9 \1/E LL \1/-6
RN860042 Calcium, mg/L: 34.2 \I/ELL ';1-7
RN860043 Calcium, mq/L: 36.S ';IE LL \1/-8
RN860044 calcium, mg/L: S 1 . 0 WELL w-10
RN860045 Calcium, mg/L: 60,4 WELL w-12
RN860046 Calcium, mg/L: 34.7 WELL \1/-13
RN860047 Calcium, mg/L: 37. 1 \I/ELL ';/-1 5
RN860048 Ca I c-i um, mg/L: < 1 . 00 FB
CHROMIUM
RN860041 cnromium. mg/L: <0.050 WELL \1/-6
RN860042 cnromium, mg/L: <0.050 \1/E LL ';1-7
RN860043 cnromium, mq/L: (0.050 \1/E LL \1/-S
RN860044 cnrom i Llm, m9/L: <'.O. 050 \I/ELL w-10
RN860045 cnromium, mg/L: (0.050 '.JELL IJJ-1 2.
RN860046 cnromium, m,;f/L: <0.050 WELL W-13
RN860047 cnromium, mg/L: (0.050 \I/ELL \1/-15
RNB60048 cnromium, mg/L: <0.050 FB
MAGNES 11.JM
RN860041 Magnesium, mg/L: 32.S \I/ELL \J,/ -,;
RN860042 Magnesium. mg/L: 39.2 WELL \li-7
RNS60043 Magnesium, mg/L: 30.9 \I/ELL \1/-5
RN860044 Magnesium, mg/L: 16. 6 \I/ELL W-10
RNS60045 Magnesium, mg/L: 20.3 \I/ELL Iii-12·
RN860046 Magnesium, mg/L: 14.6 \I/ELL \1/-13
RN860047 Magnesium, mg/L: 20.6 \I/ELL \1/-15
RN86004B Ma•Jnesium, mg/L: ,: 1 . 00 Fa
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 3, survMARY OF METALS DATA
SAMPLE* ----------
POTASSIUM
RN860041
RN860042
RN860043
RN860044
RN86004S
RN860046
RN860047
RN860048
SODIUM
RN860041
RN860042
RN860043
P.N860044
RN86004S
RN860046
RN860047
RN860048
RSL T. LNE.
Potassium, mg/L: ·3. 12
Potassium, mg/L: 5.06
Potassium, mg/L: 3.57
Potassium, mg/L: 5.82
Potassium, mg/L: 2.34
-Potassium, mg/L: 1 . 03
Potassium, mg/L: 1 . 89
Potassium, mg/L: < 1 . 00
SOOium. mg/L: 71. 7
soa;um. mg/L: 59.3
soaium, mg/L: 30.4
soaium, mg/L: 59. 1
soa,um, mg/L: 36.7
Sodium, mg/L: 12.6
soaium, mg/L: 9 .52
sooium, mg/L: < 1 . ':O
PRODUCED ON 10/24/S~ AT \1:0S
SOURCE
\I/ELL \11-6
\I/ELL W-7
WELL W-8
WELL \11-10
WELL W-12
WELL W-13
\I/ELL \11-15
FB
\1/E LL \11-6
WELL W-7
\1/E LL \11-9
\1/E LL \11-10
\1/E LL w-12
\1/E LL \11-13
WELL W-15
FB
PAGE 2
··••===-
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 4, SUf<'MARY OF ORGANIC COMPOUNDS PRODUCED ON 10/24/S6 AT 11,07
SAMPLE~ RSLT.LNE SOURCE
-----------------------------------------------------------------
PENTACHLOROPHENOL BY EPA METHOD 604
RNB60041 Pentacn1oropneno1 1 .22
RN860042
RN860043
RN860044
.9N860045
RN860046
RN860047
.9N86004S
Pentacnloropnenol
Pentacn1oropneno1
Pentacn1oropneno1
P~ncacn1oropneno1
Pentacn1oropneno1
Pentacn1oropneno1
Pentacn1oropneno1
37.9
5.37
717
3.86
5. 17
3.49
3.44
Aoove results are reportea in ug/L.
WELL W-6
WELL W-7
WELL W-8
WELL IJl-10
WELL w-12
WELL IJl-13
WELL W-15
FB
PAGE
==-===••a
KEYSTONE ENVIRONMENTAL RESOURCES
TABLE 5: sur-1'1ARY OF ANALYTICAL DATA PRODUCED ON 10/27/86 AT 12:05 PAGE
s.=•==:::c:::o:a
SAMPLE * ASL T. LNE. SOURCE
-----------------------------------------------------------------
P.NB60041 lsopropy\ Etner,ug/L: < 1 00 WELL W-6
RNB60042 1sopropy1 Etner,ug/L: (100 WELL W-7
RN860043 1sopropy1 Etner,ug/L: < 100 WELL w-e
RNS60044 1sopropy1 Etner,ug/L: (100 WELL W-10
RN860045 1sopropy1 Etner,ug/L: < 100 WELL w-12
RN860046 1sopropy1 Etner,ug/L: < 100 WELL W-13
RN860047 -

I

sopropy I Etner,ug/L: < 100 WELL W-15
RN860048 1 sopropy I Etner,ug/L: <100 FB
i1N860049 1sopropy1 Etner,ug/L: < 1 00 TB
State of North Carolina
Department of Natural Resources and Community Development
Raleigh Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
July 8, 1986
Koppers Company, Inc.
440 College Park Drive
Monroeville, Pa. 15146
Attention: Mr. Curt Cramer
Re: Monitoring well construction permit
applications for your facility at
Morrisville, N.C. in Wake County
Dear Mr. Cramer:
Enclosed are a couple of monitoring well application
forms and a copy of the well construction regulations. We
have tentaively assigned a permit number of 91-0255-WM-0236
to the wells that you wish to construct during the week of
July 14, 1986, and following.
The permit will not be valid until issued but we try to
be reasonable because drilling scheduling is difficult at
times.
If we can help, please contact me.
ELB:cs
Enclosure
Sincerely, . /\
&wd~/~
Edward L. Berry
Regional Hydrogeological
Supervisor
Raleigh Regional Office
3800 Barrett (?rive, PO. Box 27687, Raleigh, NC. 27611-7687 • Telephone [phone]◄
Ii ~-~ I
State of North <Iarolina
Department of Natural Resources an~ Community Development
Raleigh Regional <Dffice
James C. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
October 27,I 1986
Koppers Company, Incorporated
440 College Park Drive
Monroeville, Pennsylvania 15146
Attention: Mr. Curt Cramer
Subject:
Dear Mr. Cramer:
Monitoring Well Construction Permit
91-0255-WM-0236 issued to
I Koppers Company, Inc., for your
Engineering Wood systems in
Wake County, :North Carolina
As per your request of October 21, 1986, we are
I enclosing Permit 91-0255-WM-0236 for the above referenced
facility in Wake County, North calrolina.
We expect to receive copies bf your analyses before the
end of 1986. It is also require~ that you submit well
records on our GW-1 forms enclosed.
I
If you have any questions, p1ease contact Mr. Edward
Berry at the number or address be1low.
Sinberely,
RWVT:ELB:cs
cc: Wake County
E. L. Berry
Robert Cheek
R-+-~ ~
R. W. Van Tilburg
Regional Supervisor
Raleigh Regional Office
3800 B.,rrctt Drive, P.O. Box 276/fl, RakiBf,, NC. 27611:76/fl • Tekphonc 919733-231 ◄
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH, NORTH CAROLINA
PERMIT FOR THE CONSTRUCTION OF A WELL
I
In accordance with the provisions of Article 7, Chapter
87, North Carolina General Statutes, and other applicable
Laws, Rules, and Regulations, I
PERMISSION IS HEREBY GRANTED TO
I Koppers Company, Inc.
I
FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM located
betweem SR 1637 & NC 54 North of lsR 1635 in triassic rocks
of western Wake county, in accordance with the application
dated October 21, 1986, and in conformity with
specifications and supporting data, all of which are filed
with the Department of Natural R~sources and Community
Development and are considered a lpart of this Permit.
This Permit is for well cons1truction only, and does not
waive any provi~ion or requiremeht of any other applicable
law or regulation.
Construction of a well under this Permit shall be in
compliance with the North Carolina Well Construction
Regulations and Standards (15 NCAC 2C .0108), other State
and Lacal laws and regulations pettaining to monitoring well
construction. · I
This Permit will be effective from the date of its
issuance until December 31, 1986,\or as this date shall be
amended and shall be subject to other specified conditions,
limitations, or exceptions as follows:
1. Furnish copies of chemi1al analysis to the
Division of Environmental Management.
2. Notify E._L. ~erry u~on\completion to allow a well
construction inspection.
I
Permit issued this the 28th day of October, 1986.
I
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i\ cc,. /ll"y;,ii~~~\
R.W. Van Tilburg, Regi'onal Supervisor
Division of Environmehtal Management
By Authority of the Environment1al Management Commission
PERMIT NO. 91-0255-WM-0236
KEYST©NE
ENVIRONMENT AL Rf.SOURCES, INC.
I
440 College Park Dr., Monroeliue, PA 15146
I
RECEIVED October 21, 1986
Division of Enjironmental Hanag~;f t2 419f :
Raleigh RegionJ1 Office
3800 Barrett Dr1ive
P.O. Box 27687 \
RAL[JGH HEGI01~AL OFFICE
Dear Mr. Berry:
Raleigh, North Carolina 27611
Attention Mr. E~ward L. Berry
RE: Monitoring\well construction
permit application for Koppers I facility at Morrisville, NC in
I Wake County
Enclosed is the monitoring well application form, construction
and maps showing well locations and nearby water supply wells.
you for your patience and apologize for the delay.
I If you need additional information, please contact me.
Sincerely,
Curt A. Cramer
pb
details,
I thank
To:
NORTH CAROLI NA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF liATURAL RESOURCES AND COMMUNITY DEVELOPMENT I APPLICATION FOR PERMIT TO CONSTRUOT MONITOR/RECOVERY WELL(Sl
'
I NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION September 15 , 19 86
Gentlemen:
In accordance with the prov1s1ons of Article 7, Chapter 87, General Statutues of
North Carolina, and regulations pursuant thereto, application is hereby made by ___ _
Koppers Company, Inc. I for a pennit to construct a
( name of we 11 owner) I
monitor/recovery well (s) as described below and in the accompanying data sutxnitted as a
part of· this application. \
(a) Name of property owner: _K_o_p_p_e_r_s_C_om_p_a_n...:y_,_I_n_c--'.'----------------
( b) Location of property: Koppers Road, Hood L~mi nati ng, Morri svi 11 e Wake
(Road, Industry, Colll'Tlunity, etc.) Town County
(c) Type of facility or site being monitored: Uodd Laminating Plant
(d)
(e)
( f)
(g)
(h)
( i )
( j )
(k)
I
Types of contamination being monitored or recovJ red: --'--P.:.en:..t.:.a:..c:..h...:l_o_r_o.,_p_h_en_o_l ____ _
I
I Existing man i tor we 11 numbers: -'-W,::-....cl--=--1!.W.:.-8"-'---'~'-'J-....!lc,,O<.....::-_,,~J.::.-.,_l ,e.5 ___________ _
Existing monitor wells showing contamination (w~ll no.): lv-6, W-7, W-8, W-10, W-11
Estimated water-table depth: 8-25 \ feet
' ' Estimated date of construction: Begin July 28, 1986 Complete August 22, 1986
Drilling constractor: Hilson Engineering Assciciates (formerly Soil Testin.g Services)
Location of well: Provide a detailed map showin~ the location of the proposed well(s),
and of any wells in an existing monitoring system (if applicable), in relation to the
pollution source(s) being monitored and to at least two (2) nearby pennanent reference
points such as roads, intersections, and streams! Identify roads with State Highway
road identification numbers. (Show all existing \water supply wells within a radius of
1,000 feet of the proposed well.)
Well construction diagrarr,: Provide a diag-ram showing proposed construction specifications,
includi_ng diameter, estimated depth, screens, sarid pack, grout, type of materials, etc.
The Applicant hereby agrees the proposed Engineered Wood Systems
well will be constructed in accordance with Rt. 54, Morrisville, NC
approved specifications and conditions of (Mailing Address of Well Owner-Required)
the Well Construction Permit. As regulated
under the Well Construction Standards (Title
15 -North Carolina Administrative Code,
Subchapter 2C)
Signature of Well Owner or Agent
Hydrorologi st
if applicable)
440 College ~ark Drive, Monroeville. PA
(Mailing Address of Agent-if other 15146
than above)
FOR OFFICE USE ONLY q1-0.255-WM-
PERMJT NO. 023 G issued OCT. 28 19 86
GW-223
(
!,glill!} + EXIST/Mi lt'EllS + 7ii 45£8 JIELLS
N(w'
-------+.:.~
¢ ~ RESIOeNCE
~ \ ---:; % ~e~D~-~_____.__~ -~-3 -//_'1_,_~ . w 1(/~M-O r\1/ \
•-• +
0 ,15 HO
-12 ):/'
Ft~ 3.3
PR(Y'OS[O l OC ,f/ /(;NS
CY PHASE I '1'E"l l S
•Ol?'f'£AS Ca,w>•'". HC .
. !!§'.!
= r--,,
!.EGEt«l
-+-EXISTING lf'EllS + ' ¥Iii.I MCB Jr'Fl Ls N(W
-'---'-"-----------~--~---..----
t,,;5R,4lJ£O IIOOD ARO
+
PROPE'RTY BOf.AIIDARY
N-1◄
-----
-+ •-e
•-• +
\J
RESID£NCE
FI6l.R£ 3.3
PRCY'OSFO l OC ◄ r / (NS
OF PntSE J ~llS
II OPPERS CIJl,P~HT. I NC
=
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--
\~----w-ie---
PROPERTY
BOlMJARY
+
--
&/UNO Y,IRO
--•-• +
SCALE /TEET/
O 7$ 150
RES/NACE
FIGUIE 3.3
MDP0St7J L OC-' I I UVS
Or /:'HJ SE I l>'EH S
.CJPP!:RS Cl)KOJHY. INC.
_ij@,i
= * ,-...,,
~ /
/
( •-• + ~
~
\
!J;GEt«l
• EXISTING ltfELlS + 7 J:10J ltFll S 111£...,
--
i>,f;R.AD£O ~ ARO +
PROPERrr BOlMJAR/"
w-u
w=is---+
---•
I._~ )
cw ~ TR£Afl -1!1 ,,,,,,
FIRE P0MJ
,....., ,-,r, + '/ \ / ,.._;1;-
--..-4>"-•·
SCALE (FEET/
0 7.S J,O
-·----,----
RES/0€/tlCE
FI&t.A:: 3.3
~7J l0C4T/l>VS
PHASE I .-rLLS
111'0PP£RS C(M>.IHT. fl<.
!.J;GEhO
.. EXIST/NG lf'ElLS + 1'181 C~l:!!i51 lt'FllS
N(w'
PROPERTY
BCJlNJARY
------
SC.AU /FEET/
D
RESID£NC£
FI&U>E. l .3
~-0 l OC 4 l / .:WS
CF PIUS£ I ~us
kOPf'EAS CCM>•l'n'. JHC.
-~ill!!.
I = ~ s:-,,,
LEGEND + EXISTING KELLS + ?;1"1 8!168 JIEllS N(w
I.N&RAOEO ~ AREA +
PROPERTY BOUM)ARY
w-u
-------
SCALE {FEET/
O /$ 150
RESIIJ£NCE
FIGLN 3.3
~11 lOC.fT/l)'VS
OF PHASE I /llf"ll S
ICOPf"ERS CCM'.o.HY. JNC.
-~efb~!i.
•
~
\
54
Cro.,.,e
w, I K1'n,_~
(. ') r--trcJii...,j (
KEYSTONE
[!\\'IROS~1E:--.:T AL RESOURCES, l!'\C.
I
I
44-0 College Park Dr., Monroeville, PA 15146
I
-MON !TOR J NG. WELU LOG
PROJECT RalcifYh. NC I WELL NO. MW-1
DRILLING METHOD Hollow Stem Auger I GEOLOGIST S. A. Colton
DRILLER Soil Testing Services I DATE 8/7 /86
I GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK ... , .. , .
I ' . . . . -
TOP OF WELL AT COMPL E!TI ON BENTONJTE ·..-:,;;.~.:-~
DEPTH OF WELL (ft) AFTER I HOURS BACK FJLL {,if~·}~·
CONCRETE i'!:' .. •_1 f7t
I SCREEN --:..-_-_____
CASING MATERIAL 2" PVC SCREEN 20' of 0.010" slots
STRATA SAMPLE I DESCRIPTION CONSTRUCTION DEPTH DEPTH I
-->< Brown, clayey SILT, tr f sand, \tr weathered rock
,, ,, , -, ' ' ·,, ... -,, ·, '\ --fragments, tr m quartz fragments, tr roots (0-1.5') -~-I -->< -.. ~ ----
5 ---: · ..
-">< ... · .. -
-·• .. --. ·. -.. ----.• -·::. ---'-·.· ··>< ----:' :··. -.-·. --•,'• -
10 -~ ... -. .
->< ::, ... -
'-~ -: _ . ....._ -.. ·.·.•
·-'-I ·-·.-·: ... -J,lottled Brown and gray silty CLAY, tr f sand, -.. ·. ->< f----. . .·: · . --•,••
' --
15 tr frock fragmen~s-.. •· -•, . --. ,' .. -c>< . •'
f--. ' . --.. '• ---.. . -,'•• -
>< '':
I
. ·. '----
'•/ --Red/brown Clayey SILT (weathered bedrock), tr .. •.
20 .. -·.
->< --'••· -siltstone fragments, tr f sand '---..
f--... . ·. -:: '· --+ . '• .. •. -.. . . >< -. .. -··, .
•' -.. -.·.• -..
25 ----"">< f--C --... -.. -Bottom of Boring -26.5 feet + ---'-----------'" -
-.. -
.. -. -----
--------.. ----. ----. --... ---f-----
~HFFT ni:
MONITORING.WELL LOG
PROJECT Raleigh. NC I WELL NO. MW-1
DRILLING METHOD Hollow Stem Auger I
I
GEOLOGIST_--=sc:..·:.:Ac:...C=ol;.:;ton:.:.:.... __ _
DRILLER Soil Testing Services DATE 8/7/86
I GROUND ELEVATION. __ _ GROUND WATER DEPTH (ft):
I TOP OF WELL. _____ _ AT COMPLETION. ____ _
AFTER I HOURS DEPTH OF WELL (ft)
CASING MATERIAL I 2" PVC SCREEN 20' of 0.010" slots
I
DESCRIPTION
I
Brown, clayey SILT, tr f sand,\tr weathered rock
fragments, tr m quartz fragments, tr roots (0-1.5')
I Mo tiled Brown and gray silty CLAY, tr f sand,
mottled tr f rock fragments.
I Red/brown Clayey SILT (weathered bedrock), tr
siltstone fragments, tr f sand
I Bottom of Boring -26.5 feet
GRAVEL PACK
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
..
: ··.
.· . . . .
. .
. . . , .
,••·
:: '· . • . .. , ..
: · ..
·,·•
.·: · . ·.·•
,·,,
SHEET ___ OF __ _
MONITORING WELLi LOG
PROJECT Raleigh, NC
DRILLING METHOD Hollow Stem Auger
I
I
I
WELL NO. MW-2
GEOLOGIST_-=-s·:....A=-. C_:;_;;,;ol-'-to""'n'-----
DRILLER Soil Testing Services DATE
GROUND ELEVATION ----GROUND WATERIDEPTH (ft):
TOP OF WELL. ____ _
DEPTH OF WELL (ft)
I AT COMPLETION
AFTER I HO._UR_S __ _
CASING MATERIAL 2" PVC I SCREEN 19' of 0.010" slots
I DESCRIPTION
I
8/7/86
GRAVEL PACK ; •.:.
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
Brown clayey SILT, tr f sand] tr siltstone fragments,
roots 0-1.5', 9-10.5'
12
I Mottled gray/green/yellow /orange clayey SILT,
(weathered bedrock) .:.
·.·
: : .
-: ;
Bottom of Boring -26.5 1reet
SHEET ___ OF __ _
MONITORING WELL [LOG
PROJECT_~Ral=e"-'igh.:!1..1 .:.:N~C'----------+-I ______ _
DRILLING METHOD. _ __:,;H:.::co::::llo=-w:.:.....::S;,:;;te::.:.m:.:...:;Ac=ug.,.e~r'------'-1 _
WELL NO. MW-3
GEOLOGIST S. A. Colton
DRILLER Soil Testing Services I DATE 8/11 /86
I GROUND ELEVATION __ _ GROUND WATER DEPTH (ft):
I
TOP OF WELL ------
DEPTH OF WELL (ft)
AT COMPLEHON. ____ _
AFTER I HOURS
I CASING MATERIAL 2" PVC SCREEN 10' of 0.010" slots
I DESCRIPTION
I
GRAVEL PACK :~•-·.•:
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
Yellow /brown SILT, tr f sand, I tr f rock fragments, roots
I Brown/red to gray/purple clayey SILT, tr f sand
I Gray/purple to brown clayey ~ILT,
(weathered bedrock), tr f sand
Bottom of Boring -21.5 lfeet
•, -·.··.
,·,
. •,
SHEET ___ OF __ _
MONITORING.WELL [LOG
PROJECT Raleigh, NC I
DRILLING METHOD Hollow Stem Auger I GEOLOGIST
DRILLER Soil Testing Services I DATE
I GROUND ELEVATION. __ _ GROUND WATER DEPTH (ft):
I TOP OF WELL AT COMPLETION ------AFTER I HO'-UR_S __ _ DEPTH OF WELL (ft)
I CASING MATERIAL 2" PVC SCREEN 12' or 0.010" slots
I DESCRIPTION
I
I Brown clayey SILT, tr r sand, roots
I
Brown silty CLAY, tr r sand \
Yellow/brown to brown clayey SILT, tr to little
emf sand I
Red/brown to purple/maroon c 1alev SILT
( weathered bedrock), tr f sand
WELL NO. MW-4
S. A. Colton
8/14/86
GRAVEL PACK:~•.·.•:
BENTONITE
BACK FILL
CONCRETE · SCREEN
CONSTRUCTION
'•.': I : : , .. ,·: ,, .. ·,.
Purple/maroon clayey SILT and SA!'{D (weathered bedrock)
Bottom of Boring -24 re1et
SHEET ___ OF __ _
' MONITORING.WELL LOG
PROJECT Raleigh, NC
DRILLING METHOD Hollow Stem Auger
I
I
I
WELL NO. MW-5
GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE
GROUND ELEVATION. __ _ I GROUND WATER DEPTH (ft):
TOP OF WELL. ____ _
DEPTH OF WELL (ft)
AT COMPLETI1ON
1 ·-----
AFTER HOURS
CASING MATERIAL 2" PVC I SCREEN 20' of 0.010" slots
DESCRIPTION I
8/1/86
GRAVEL PACK :~-.-.•:
BENTDNITE
BACK FILL
CONCRETE · SCREEN
CONSTRUCTION
SILT tr f sand tr rock fra men ts FILL
ILT, tr f sand (FILL) I
I Brown to maroon/purple clayey SILT, tr f sand,
-1,<:::__...:::::,.,1... tr light brown silt laminae
8.5
Bottom of Boring -26.5 feet
SHEET ___ OF __ _
' MONITORING.WELL LOG
PROJECT Raleigh, NC I
DRILLING METHOD Hollow Stem Auger I GEOLOGIST
DRILLER Soil Testing Services I DATE
I GROUND ELEVATION.___ GROUND WATER DEPTH (ft):
I
TOP OF WELL'------AT COMPLETION'------
DEPTH OF WELL (ft) AFTER !HOURS
I CASING MATERIAL 2" PVC SCREEN 17' of 0.0,10" slots
I DESCRIPTION
I
Brown clayey SILT, tr f sand, tr fm rock fragments
I
Brown CLAY and SILT, tr f sand I
WELL NO.
S. A. Colt<H1
7/28/86
GRAVEL PACK
BENTONITE
BACK FILL
CONCRETE . SCREEN
MW-6
CONSTRUCTION
Red/Brown clayey SILT, tr f sand, 'some gray/green silty ~ .6 CLAY ockets I
20
I Maroon clayey SILT (weathered bedrock), tr f sand
Gray/green to gray/brown SILT and\CLAY,
r f sand
¥::::_..:::::,4--_G_r_a..:.y_/B_r_o_w_n_clayey SILT (weathered\ bedrock), tr f sand
Bottom of Boring -29 feet
· ..
. ...
::.=-
. ..
.· .. ·•: .. . .. .. .
•,.•
... .. .
... . .
. : . ·: ·. · .. :.
SHEET ___ OF __ _
' MONITORING.WELL LOG
PROJECT __ RaI_e_igh=--,_N_c ________ -'-1 _____ _ WELL NO. MW-7
GEOLOGIST S. A. Colton DRILLING METHOD Hollow Stem Auger I
I DRILL ER Soil Testing Services DATE 8/6/86
GROUND ELEVATION __ _ ' I GROUND WATER DEPTH (ft):
TOP OF WELL. ____ _
DEPTH OF WELL (ft)
I AT COMPLETION. ____ _
AFTER \HOURS
CASING MATERIAL 2" PVC I SCREEN 15' of 0.010" slots
I
DESCRIPTION
I
Qra.y Br.o n 111 ROCK fragments) wood chips, httle silt FILL 1
Brown SILT and CLAY, tr f sand
GRAVEL PACK ;4 ,.•.•:
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
Light purple to red/brown clayey J1L"'J(weathered bedrock),
tr f sand, some me sand 17.5-19'
:·•
Bottom of Boring -26 feet
SHEET ___ OF __ _
I I ,
MONITORING·WELL[LOG
PROJECT __ Ral=e-"igh"-"-, N_C.c.__ _______ __:_I _____ _ WELL NO. MW-8
DRILLING METHOD Hollow Stem Auger I
I
GEOLOGIST S.A. Colton
DRILLER Soil Testing Services
GROUND ELEVATION'-----
TOP OF WELL ____ _
DEPTH OF WELL (ft)
CASING MATERIAL 2" PVC
DATE 8/4/86
GROUND WATER 1OEPTH (ft):
I AT COMPLEHON. ____ _
AFTER I HOURS
I SCREEN 20' of 0.010 slots
I
GRAVEL PACK
BENTONITE
BACK FILL
CONCRETE
· SCREEN
DESCRIPTION
I CONSTRUCTION
Black fm ROCK fragments, little\ me sand, tr st t
I Brown CLAY and SILT, tr fm sand, tr f rock
fragments
Red/Brown clayey SILT, tr f sand, tr frock fragments,
tr laminae of light green clay
. I Red/Brown clayey SILT (weathered bedrock),
light green laminae 14.5-16.5'
Bottom of Boring -26.5 feet
SHEET
... · . . ·• . ... , ..
,',
. ' ·:-:
. ·-·
., ·.· :·:
.. ·.
:.·:
OF
MONITORING WELL! LOG
PROJECT Raleigh, NC I WELL NO. MW-9 --'==--=-=-------i-----
DRILLING METHOD_--==H~oll=-o;c.;w"--=-S.c.cte~m_A_uge"-'-r____ GEOLOGIST_S_.~A_._c_o_It_on ____ _
DRILLER Soil Testing Services I DATE 8/5/86
GROUND ELEVATION ----GROUND WATER[DEPTH (ft):
I TOP OF WELL AT COMPLETION ------
DEPTH OF WELL (ft) AFTER I HO-UR_S __ _
CASING MATERIAL 2" PVC SCREEN 16' of 0[010 slots
I DESCRIPTION
I
Brown clayey SILT, tr f sand
GRAVEL PACK ,-.. ,.-.•:
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
Mottled Brown and gray/green SILT and CLAY, tr f sand,
tr f rock fragments I .
I Mottled Brown and gray/green clayey SILT, tr f sand
I Brown clayey SILT (weathered bedrock), tr f sand,
tr m rock fragments (25-26.5')
Bottom of Boring -26.5 feet
... . .
SHEET ___ OF
·"
••,• ...
MONITOR!NG·WELL !LOG
PROJECT Raleigh, NC I
I DRILLING METHOD Hollow Stem Auger/Wash Rotary
WELL NO. MW-10
GEOLOGIST s. A. Colton
DRILLER Soil Testing Services I DATE 8/5/86
GROUND ELEVATION __ _ I GROUND WATER DEPTH (ft):
I TOP OF WELL AT COMPLETION ------DEPTH OF WELL (ft) AFTER IHO-UR_S __ _
CASING MATERIAL 2" PVC
I SCREEN 7' of 0.010" slots
I
DESCRIPTION
I
I Maroon/Brown clayey SILT, tr f sand, roots,
light green clay pockets. 1.5-·3 .0' \
GRAVEL PACK
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
I . Maroon/Brown, gray /purple to yellow /brown clayey SILT
( weathered bedrock), tr f sand I ·
10
(0 -10.5' sample descriptions taken from Boring B-4)
I Bottom of Boring -28.5 feet
SHEET ___ OF __ _
MONITORING.WELL LOG
PROJECT Raleigh, NC
DRILLING METHOD Wash Rotary
WELL NO. MW-ll
GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/19/86
GROUND ELEVATION __ _ GROUND WATER DEPTH (ft):
TOP OF WELL AT COMPLETION ------------
DEPTH OF WELL (ft) AFTER HOURS
CASING MATERIAL 2" P,c SCREEN 10' of 0.010" slots
DESCRIPTION
Brown cla e SILT tr f sand roots
Rrown clayey SILT ""'ith white SILT find CLAY laminae,
Brown/Red clayey CILT (weathered Bedrock), tr f sand
GRAVEL PACK
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
IO (0-10.5 feet sample descriptions taken from Boring 8~2)
20
Bottom of Boring -32 feet
SHEET ___ OF __ _
MONITORING.WELL LOG
PROJECT Raleigh, NC
DRILLING METHOD Rollar Cone
WELL NO. MW-12
GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE
GROUND ELEVATION. ___ _ GROUND WATER DEPTH {ft):
TOP OF WELL. ____ _ AT COMPLETION. ____ _
DEPTH OF WELL (ft) AFTER HOURS
CASING MATERIAL 2" pyr, SCREEN 10' of 0.010" slots
DESCRIPTION
8/19/86
GRAVEL PACK :~•. ·.•:
BENTONITE
BACK FILL
CONCRETE
· SCREEN
CONSTRUCTION
Red/Brown clayey SILT, tr f sand, tr f rock fragments,
roots
20
30
Red/Brown clayey SILT (weathered bedrock),
tr f sand
(0-12.5' sample descriptions taken from Boring B-4)
Bottom of Boring -30.5 feet
.. . . ..
·.·•
··:,
SHEET ___ O.F __ _
. -
MON !TOR ING WELL LOG
PROJECT Raleigh. NC WELL NO. MW-2
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/7 /86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK .,,, ~ .... . . . . . .
TOP OF WELL AT COMPLETION BENTONITE -;,.:..s;~~'JJ
DEPTH OF WELL (ft) AFTER HOURS BACK FILL 1Jh\tit··
CONCRETE ._,.,,,., I ~i
' -,. • I • -SCREEN --=-_-:--:. CASING MATERIAL 2" PVC SCREEN 19' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCT! ON DEPTH DEPTH
">< \'\" \\" -" 'I'," ·:✓,' -Brown clayey SILT, tr f sand, tr siltstone fragments, ., .
" -,. .. ,.-, ~.,.
roots 0-1.5', 9-10.5' ,.,_ ~--
-->< -. -~! ~;---i,::>;.
5 . -"" .... -•, •,
-:•_:. ">< --,-------,· .. -, --I--. --. -.·.--... -+>< --·-··· ·-. -·. ·: I--:-:: ---1 /) -----:·.--+>< ---------.. -12 -. I---._ . ----·-.-.. -._. -">< -Mottled gray /green/yellow /orange clayey SILT, ---\: --' . -. (weathered bedrock) ·" --.;. ' 15 --·---">< . -·.·. --···--·: . :--
" ------· ---+>< -.. ---c -----.·. --. --. -
20 .. -·---_., -">< ---c . ---. -
" --. : ; + -·· -+>< ----.,. ·---,. • c :-:: ~-.-•::--
2: >< ----+ -
. c -+ -
. c -Bottom of Boring -26.5 feet . c -
" -" --------+ -
+ -+ -. c -+ -
" -" -------
+ -•e -.,. -+ -c -. c --" -------
MONITORING WELL LOG
PROJECT Ralcie:h. NC WELL NO. MW-3
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/11/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK •.11, ~I,'
' • • • • 4
TOP OF WELL AT COMPLETION BENTONITE ~s.,.,,.~
DEPTH OF WELL (ft) AFTER HOURS BACK FILL ~·;t;·u.;~·
CONCRETE ... , .... ,, ~i , -., • r •
· SCREEN ---------=
CASING MATERIAL 2" PVC SCREEN 10' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
>< Yellow/brown SILT, tr f sand, tr frock fragments, roots < ',,/ -,, . ,, -~ ~ -,. -
Brown/red to gray/purple clayey SILT, tr f sand
,.
·>< -·• ~ ii -
·• .. -. , ..
·•,· . . -.... . .. ->< .. ·_ -· .. -" .. -.. .+ -" --.. ··>< -·• .. --. . . ..
·• . ·• -. .. -10 -.-_,
• . --. ---->< ... -·--Gray/purple to brown clayey SILT, ..
" -. -·.-... -(weathered bedrock), tr f sand .·.
-_><_ -. -.. '--:-.·. -. ·.
' -.. -
', -:-: .
. ·• .. ----.>< '', -------+>< ----
20 ->< -----
" ----
. --Bottom of Boring -21.5 feet ---
---
------
-. ----.. -----.. ----------
--
.. -. . -. -----
------. ----.. ---
" ---.... ----
SHEET OF
..
MON!TOR!NG'\./ELL LOG
PROJECT Raleigh, NC WELL NO. MW-4
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DR ILLER Soil Testing Services DATE 8/14/86
GROUND ELEVATION GROUND \./ATER DEPTH (ft): GRAVEL PACK ... , ., , .· . . . . . .
TOP OF \./ELL AT COMPLETION BENTONITE .:.::; :7~,i':-'"'
DEPTH OF \./ELL (ft) AFTER HOURS BACK FILL ~1½~:;·}~~
CONCRETE ,,_..,I~;, , • • • I • · SCREEN -------CASING MATERIAL 2" PVC SCREEN 12' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
-->< Brown clayey SILT, tr f sand, roots
,,, ,✓
t-. -y,: •✓' -✓,, . ' ,, --fl r.i -
>< -Brown silty CLAY, tr f sand .;,; -;;,f; --
Yellow/brown to brown clayey SILT, tr to little ·,:.· . ' .. ' ---->< emf sand ,, -~ -,. ,.
-Red/brown to purple/maroon -.... -clayey SILT ,. -.··· +">< --.. .·.
(weathere<l bedrock), tr f sand ;•:· -•·. '--:,•. '--·• 10 --:,.·: -:: ,• -->< ,, •' .. , -,'.· '--.. ---·.• .. + --.. • -·: ·:: -:,.-: T>< -I---•' :· .. , •' --... .. ·. -' ''• -. •. ·.•· - -;:·_:': -+>< ' . : : . --.. -... .·:·
• I--.. --:--:-.. --:x::---.. _ ... :: : :.. :_. .. : ::. _:_: : -
. --zn ----1->< --
-->< -Purple/maroon clayey SILT and SAND (weathered bedrock) --
. -----Bottom of Boring -24 feet ---
--------.. ---. -
------. ---------
.. ----
---- ----.. --.. -·---. --~ --,_ -
SHEET OF
.
MONITOR! NG WELL LOG
PROJECT Raleigh, NC WELL NO. MW-5
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/1/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK '.1 , •• ~ •. ' .. '. . TOP OF WELL AT COMPLETION BENTONJTE \.::::,:"::.·:1.~~
DEPTH OF WELL (ft) AFTER HOURS BACK FILL {;tf~}t{
CONCRETE ... , .... , :.i , ~ ~ . ' ' · SCREEN -------CASING MATERIAL 2" . PVC SCREEN 20' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCT! ON DEPTH DEPTH
>< Brown clavev SILT. tr f sand. tr f rock frae:ments \FILLJ ,, . ', , ".,1,, ,,,
Light Brown SILT, tr f sand (FILL) ~ ~ --a.i ~ '·' -
>< -Brown to maroon/purple clayey SILT, tr f sand, -~ -•.:· .·. tr light brown silt laminae •, .. : -~. -.·.; . ' -
---: ·; -... --->< ... .. ·: --... :· ~---·.:·---,:• --... ~ -:: >< --., -. ' f--.. ~laroon/purple to gray clayey SILT (weathered bedrock), -... ::: . -10 . --tr f sand, little m rock fragments 25.5-26.5' --.. ->< '. . . --... >--:: ;-•.· --•,.-:_ .. --::, -->< --:\ -~ .···
+ '.':· -.. · -•,·:
>< -t-.. ---.. -. \' -.. ->--:: . -••: -->< . . ... -+ --... .. : ·c ... --20 --.. ->< :.-.. -
>--. . ... -: : . -· .. --•r ->< -.. , >--::· + ·•·, -.. ...· + -... -.. -->< ---
>--
>-. --
t-Bottom of Boring -26.5 feet . ---. ---->-----·----->---
t----t-. ----~ -----
t---t-. -----. -------·-
MONITORING.WELL LOG
PROJECT Raleigh, NC
DRILLING METHOD Hollow Stem Auger
DRILLER Soil Testing Services
WELL NO. MW-6
GEOLOGIST S. A. Colton
DATE 7/28/86
GROUND ELEVATION -----GROUND WATER DEPTH (ft):
TOP OF WELL AT COMPLETION -------------
DEPTH OF WELL (ft) AFTER HOURS
CASING MATERIAL 2" PVC SCREEN 17' of 0.010" slots
STRATA SAMPLE
DEPTH DEPTH DESCRIPTION
-.->< -Brown clayey SILT, tr f sand, tr fm rock fragments --.,-><
Brown CLAY and SILT, tr f sand
GRAVEL PACK
BENTONJTE
BACK FILL
CONCRETE
· SCREEN
::.;:~':-;':'_':'
{J_\J·t:]i
.. , ... , I .:.i
I•• • I • -----_-_-: -----
CONSTRUCT JON
C -
. ---. ----->< -
" -+><
Red/Brown clayey SILT, tr f sand, some gray/green silty
~!------"C'-'L,.,A.,_·..,_y_DscO,c;C,_,k:,.,e:.,t"'s_. -----------------1-
-
-
10 +><
-. ·,><
>< -·><
20 >< -·><
->< ..
··><
--
-
..
.
--
..
..
.
--
~
-
-
-
---
--
-
-
-
-
-
-
---
--
---
Maroon clayey SILT (weathered bedrock), tr f sand
Gray/green to gray/brown SILT and CLAY,
tr f sand
Gray/Brown clayey SILT (weathered bedrock), tr f sand
Bot tom of Boring -29 feet
SHEET
------
-
-
--
..
-
-
. ·1---:·.:
.··.: -·.-:·
'•. .. :·.·-·.,:: ... :-~-: _ .. ~ ..
: '• · .. -·-· ..
-.. ; .. ·•:.-·· ... . . _::•.
:_:.:-._..
---
--
-
-
-
---
~ •,• --. ' . . . .
-f-,, .. -•'• -
---::: -.. -
- -.'· .: I---: : -
--
..
--
-.
--
-
-
.
.
::· ... -·' ---
.. ·" -:·/~ ... :_·: . --
-
-
-
--
-
-
-
-
-
-
-
OF
-MONITORrnG WELL LOG
PROJECT Raleigh, NC WELL NO. MW-7
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/6/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK • .. • ,I. • •
TOP OF WELL AT COMPLETION BENTONITE ;,..,:.,:,.:.:._· =-"'ij
(ft) BACK FILL </;:.C.;'.,f •••.
DEPTH OF WELL AFTER HOURS ~rr;~.,ifa~i
CONCRETE ... ,,, 1.:.;
, ---r '
· SCREEN :-:---:-:-
CASING MATERIAL 2" PVC SCREEN IS' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
->< Gr~y Br.01yn mc1 ROCK fragments, wood chips,
,, ,, -. -' , ' -lttt e silt FILL ,, 'I
•V \/~ ,, , , -·->< f-Brown SILT and CLAY, tr f sand .• . " -, ·, ,_,, __ -'' , • I -,, ,,,, -,'I, , " -'--. ' " ->< ~ ~ Brown/Red clayey SILT, tr f sand, tr frock tragments -
" -. -~ :;',2 -+>< f--.. ... · -..
Light purple to red/brown clayey SJL'j{weathered bedrock), ; ' '• -.. . .. -
10 tr f sanC:: some me sand 17.5-19' ,,· f----'--•,' ., --->< ~ ..
f-. -.. ... -::: : -·:.·:: .. f-. --.. ·>< .. '--. . --. •' ...
' .. ~ -: ·: -~ .. -
->< ' --,•. f---... ; -. -... -•' -· --.. ->< ·:• -·: :: --.. ... --.. -20 . ;-.. --.. -->< ... -. -.. -· ... -,•: -----·>< -·-· --,• --· ·. -
--.... · .. ->< -. --
----
---Bottom of Boring -26 feet -
--. -----------------------------------------~ -
->-t-->-~
SKEET OF
..
MON !TORI NG WELL LOG
PROJECT Raleigh, NC WELL NO. MW-8
DRILLING METHOD Hollow Stem Auger GEOLOGIST S.A. Colton
DRILLER Soil Testing Services DATE 8/4/86
GROUND ELEVATION GROUND WATER DEPTH (ft) : GRAVEL PACK ... ~ . , ,· ' . . . . -
TOP OF WELL AT COMPLETION BENTONITE ~'.,u;.."":-
DEPTH OF WELL (ft) AFTER HOURS BACK FILL ;(;t~·~·.i1··
CONCRETE ;-~-;•! fi,-
· SCREEN . --------
CASING MATERIAL 2" PVC SCREEN 20' of 0.010 slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
-'>< Black fm ROCK fragments, little fmc sand, tr slit , .. , ' ', ---,'1,, '/,~ -
-~'..: ',, ,,, -' , , ', -->< -Brown CLAY and SILT, tr fm sand, tr f rock " ~ -
fragments .. I :~
-·' --->< -.. ·:~ ·:. --: :· ~ -.. -.. : .... --··>< -'. -·. -•'• -.. --10 --..
-"'>< ---.. -,_ .. •, Red/Brown clayey SILT, tr f sand, tr f rock fragments, f-.·: ... -... --,_ tr laminae of light green clay -·.•.• ... -
>< --.•,·. -·.: _. -
••,, ..
.f-1--·--·.·. _::-·· • .. -,_ .. -·--.~ Red/Brown clayey SILT (weathered bedrock), . .. .. --:. •. : ,•: -light green laminae 14.5-16.5' 1----. -· -·>< .. -. .... ---;:·: ..
1--.f-... -
20 _,_ ·· .. -.. -"'>< -••: :/_:" --·. -.·_. -: ·:--->< -,. .. ·----. ·. .. -' --
-"><' ----.. ... -. ----Bottom of Boring -26.5 feet . ------------
---. ------------
------·-------------
+ -+ --,_ --,_ -
SHEET OF
MON !TOR I NG WELL LOG
PROJECT Raleil!h. NC WELL NO. MW-9
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/5/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK . ., , ... . . . . . . .
TOP OF WELL AT COMPLETION BENTONITE :~~.j;~:.
DEPTH OF WELL (ft) AFTER HOURS BACK FILL ~J.f.~t;~r
CONCRETE ... ,.,, '.:.;
I --• I • · SCREEN :-:---:-::
CASING MATERIAL 2" PVC SCREEN 16' of 0.010 slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
>< Brown clayey SILT, tr f sand \ ;,, , .. , ... --'i . ,. -, ,
--~--->< -Mottled Brown and gray/green SILT and CLAY, tr f sand, . -~-□ -tr f rock fragments . •, -, ..
-->< Mottled Brown and gray/green clayey SILT, tr f sand --... ~ . :; --•,. ·-: .. -·.· -.. .. . ---. -.. --.. >< -. -.. ., -·.·· -::-
• -,,. -:':' -10 :··:• -">< --.• .. -,-.. >---..
Brown clayey SILT (weathered bedrock), tr f sand, .... -... . .... --tr m rock fragments (25-26.5') " :: ·.:: -... -... ·>< -" . " -··.: -
' --.. : -. ', ... .. ..
->< t --·.· .. -'• --·• .. .•.·. --. " ·• -"· ,. + " . --.. +>< -" -... -" -. -:·. " -... -20 ··-· . :>< _,_ •,. ... ---·• -
·• -. --+>< -·---
··"'>< ------. --. ---Bottom of Boring -26.5 feet . ------ -----.. -. --.. -. -------
---------------------._ -,-.. :__
MONITORING.WELL LOG
PROJECT Ralcii:rh. NC WELL NO. MW-10
DRILLING METHOD HoUow Stem Auger/Wash Rotary GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/5/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK ... , .. , .· ~ TOP OF WELL AT COMPLETION BENTONITE '
(ft) BACK FILL .... ~•'"'' ..... DEPTH OF WELL AFTER HOURS ,.r;,;;.~ .!-.".i~
CONCRETE , ... ~"=•!. fl,
· SCREEN -----
CASING MATERIAL . 2" PVC SCREEN 7' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCT! ON DEPTH DEPTH
Maroon/Brown clayey SILT, tr f sand, roots,
,, v'.: ' .. -... 'I y,: -
" -light green clay pockets. 1.5-3 .O' ' ' •ti " ·/, ·/,, -
-1-' ' '/\, -. I, ~~( .. , .. -. -'t, -Maroon/Brown, gray/purple to yellow/brown clayey SILT • I ,', -i---(weathered bedrock), tr f sand --,, •I' -I , ,,
" --' ' )1, -I , ·1' . • I--(0 -10.5' sample descriptions taken from Boring B-4) ' •)1 ',, -
't~t ' ... -'11 -1'' v" .. -,, . -., ' " -10 •/, •t' -----I , .,~ ' ' -
-1-'I 1, --,, ,, ' -1/{ I I'
-1--' ' _,, .. , 'I/ -
" --I I, ,, ' ' ', ✓, -, ,, .. , -. -',' '" -'.I~,~· " .. ><" --1/1 .. -;~ -,',\ ' --., .
' I ,·\' -,, -... -,,, . -~ ,.. -
• I--" -'"it -·--.. Yi 2 -
20 .. . ..
>< -,-. . .. ... --.. .----.. ~ .. -.. --1-.. --· ..
-1--. " .. .. --~ · .. ------.. ---: -. -
I---1---.. ---.. --,. ----Bottom of Boring -28.5 feet ------. --·I--.. --1--.. --1----f----
I--" -.. 1---1--
1---1--
1--... ---f--,-. -
SHEET OF
-
MONITORING.WELL LOG
PROJECT Raleigh, NC \/ELL NO. MW-11
DRILLING METKOD Wash Rotary GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/19/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK .,. , ... ,' .. •,• .
TOP OF WELL AT COMPLETION BENTONJTE t..:.:.::;;~;-•i.
DEPTH OF WELL (ft) AFTER HOURS BACK FILL ii1f:;ttt·
CONCRETE ,, .... \,.:.-;
, --• r , · SCREEN __________
CASING MATERIAL 2" P\C SCREEN 10' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
Brown clavev SILT, tr f sand, roots '·.: ,,,, ,·, .. '/' -
\ Rrowl)_"ciate_,v_/,ILT "'ith white SJLT :ind CLAY lar.,inae, r-,1, ,. , \,
, I 'I -,, ' I
--s 'I, ,,, ,,.,. ,, ' --•'1 ,, -, ' Brown/Red clayey SITT (weathered bedrock), tr f sand :,,/,. , '' -----''I I "I• --I I \ I, --',', ' -.,.
---, 1, ,, --" I'.\) -'I , ---I/' I\, --'' 'I, ---\ --< < .. , ', -(0-10.5 feet sample descriptions taken from Boring B"2) I •,., ' , .
10 -,, ' ,_ ---,, , t, -
->-,_ '/{ , '. ... 'I ' I ' -' \ ,, ' --/• ,,--\ \ ,, -, ' '1 2' . ,, -
. -,_ \; ., , , /' ',I. -I,'• '' -,_ ''i; ->< . , ' ,., ,_ .. ' ' ,'I, -, '' " '/ / -.. ~ . ~ . -. ; ::.: --~· -
. -,_ -..
20 >< ----->--', -··-· -->--... ·----... -.. --" .. --.. - - -
_,_ ·-.. -
--+ .. .. -.. -.. .-.. ·---.. -.. .. ·--.. -. -•, --: : -----.. ~ -..
--. -.. -----· ---Bottom of Boring -32 feet ----------------------.. ---,_ --,_ ~ .
SHEET OF
MON ITO RING WELL LOG
PROJECT Raleigh, NC WELL NO. MW-12
DRILLING METHOD V..'lsh Rotary GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/19/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK .·~ ,, :: . _.
TOP OF WELL AT COMPLETION BENTON!TE t':tr~,0-
DEPTH OF WELL (ft) AFTER HOURS BACK FILL ;'J\~·}.t{
CONCRETE ,'-!."':.'!,:..;,.
-SCREEN -------------CASING MATERIAL . 2" pyr, SCREEN 10' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
\~ ,,, '. . -r-Red/Brown clayey SILT, tr f sand, tr f rock fragments, .. ,, ,;, -,,,,· \',' -... '/ -roots ,,, ,, -f--.. ' ' "" .,; ,· . -. ' ' -~, -, , -' ' ' . - -
,, ., , c--Red/Brown clayey SILT (weathered bedrock), --,, ,,,, -'. 'I' I'' -tr f sand -:, ~~ , ... '.. -.. -f--,.,: ~-.,, -' , ;I r-(0-12.5' sample descriptions taken from Boring B-1) -,, ? '. -"'' •I, , ' , , I -. -'I, ' . -10 -I,', C-: -----•:, -I''• '. , -r-'' . ,, . -1,:. " --·, , ·'l' -,: , , ,' ••I I -" I~, , ' -,_
-f--.. .1 '',' ., ' -' . \ ,, ' '.,, -r-I I '/; ->< '' . ' '. ,.,.
-~-
-,.
l'.1 --... ~ -
+ f--... .. -.. .. ... f--. .. .. ··: -
20 --c--.. --.•. -.. -... . . . .. -. -... -... -
-1-f--. -:·,:: --.. ... r-. -.. : · . -... -. . . . -.. -.. . . -. ·. -----... -. .
+ .. . -. . ---..
-1-f--. -.·--.. .. ... r-. -'>--.·. ... ··. -
•. -. -.. -·.· -30 ·.·. .. ------
--
·• f--Bottom of Boring -30.5 feet . --
-----
-f-------.. -
-1--. -... --.. ---.-----
SHEET ___ OF
BORING LOG
PROJECT __ R_aJ_e_i_gh_,_N_C __________ _ BOR!~G KO. B-1
DRlLLI !\G METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRlLLER Soil Testing Services DATE 7/21/86
SB . .\H
DEPTH DESCRIPTION
Red/Brown clayey SILT, tr f sand, tr frock fragments, roots 0-1.5'
4
Red/Brown to Maroon clayey SILT (weathered bedrock), tr f sand
5
Bottom of Boring-12.25 feet
BORING LOG
PROJECT Raleigh, NC
DRILLING METHOD liallaw_Stem Anger
DRILLER -Soil Testing Services
BORING NO. 8-2
GEOLOGIST S. A. Colton
DATE 7/24/86
ST;{..\ TA
DEPTH DESCRIPTION
Brown clayey SILT, tr f sand, roots
Brown clayey SILT with white SILT and CLAY laminae, tr f sand
Brown/red clayey SILT (weathered bedrock)
5
10 Bottom of Boring -9.1 feet
SHEET OF
BORING LOG
PROJECT Ra lei g.:..:h,_,_N:..:C:::_ ________ _ BORI,G !,O.
DRILLI:XG XETHOD Hollow Stem Auger GEOLOGIST s. A. Colton
DRILLER -Soi] DATE 7/24/8
SB.A TA SA.'1PL
DEPTH DEPTH DESCRIPTION
5
JO
Brown clayey SILT, tr to some sand, tr f rock fragments
Red/Brown SILT and CLAY, tr f sand
Red/Brown clayey SILT (weathered bedrock), tr f sand,
tr f rock fragments
Bottom of Boring -9.3 feet
SHEET OF
B-3
PROJECT
DRILLING
DRILLER
ST'tATA
DEPTH
5
10
15
BORING LOG
Raleigh, NC
½~'rHO'D Hollow Stem Auger
C-4 BORING NO,
GEOLOGIST __ S_._A_._C.c...c.ol~t~o~n'-------
Soil Testing Services DATE 7 /24/86
DESCRIPTION
Maroon/brown clayey SILT, tr f sand, roots, light green
clay pockets (1.5-3')
Maroon/brown clayey SILT (weathered bedrock), tr f sand
SHEET 1 OF 2
BORING LOG
?ROJECT __ _:_R~a~J~c~ig~h~,'----'-N~C::_ ________ _
DRILLING XETHOD Hollow Stem Auger
DRILLER Soil Testing Services
STRATA SAHPL
DEPTH DEPTH DESCRIPTION
BORING ?,O. B-4
GEOLOGIST S. A. Colton -
DATE 7 /24/86
Maroon/brown clayey SILT ( weathered bedrock), tr f sand
Bottom of Boring -22 feet
25
SHEET_2_0F __ 2_
DEPTH
5
10
BORING LOG
PROj!cCT Raleigh, NC
DRILLING METHOD __Jlo!J.rn,L'>l em Auger
DRILLER Soil Testing Services
D ESCR 1 PTI ON
BORING NO. B-5
GEO LOG I ST s. A. Colton
DATE 7 /21/86
Brown clayey SILT, tr f sand, t fm siltstone fragments (Fill)
Lt. Brown SILT, some fm rock fragments, tr f sand, (Fill)
Brown silty CLAY, tr f sand
13rown/Maroon SILT and CLAY, tr f sand
Maroon clayey SILT (weathered bedrock), tr f sand, tr rock fragments
SHEETJ_OF~_2_
BOR l '.<G LOG
PROJECT __ _.;R-'-al_e_i~g~h~,_N_C--'-------------
DRlLLlNG METHOD__]Jo]low Stem Aug
DRILLER Soil Testing Services
ST!'J\ TA SAhl'L
DEPTH DEPTH DESCRIPTION
BORING lW. B-5
GEO LOG I ST S. A. Colton
DATE 7/21/86
Maroon clayey SILT (weathered bedrock), tr f sand, tr rock fragments
25
Bottom of Boring -25 feet
SHEET 2 OF 2
BORING LOG
PROJECT_......:.R~al=cJig,0h'-'---'N=C'------------BORJ);G NO. 8-6
GEOLOGIST S. A. Colton DR I LLl NG METHOD_......:.H'-'o'--'llcc.o~w_S_t_cc..m-'-A_u~g~e_r ___ _
DRILLER
SBATA
DEPTH
5
Soil Testing Services DATE 7/22/86
DESCRIPTION
Light Brown SILT, some fm rock fragments
Black. red/brown siltv CLAY. tr f sand
Brown CLAY and gray SILT, tr f sand, tr f gravel
Brown silty CLAY, tr f sand
Maroon clayey SILT (weathered bedrock), tr f sand
Bottom of Boring -10.5 feet
SHEET OF
BORING LOG
PROJECT __ ~R~a~l~c~ig,,h-"----'N'-'-"'C'-----------BORING ,o. B-7
GEOLOGJ ST S. A. Colton
DRILLER
snATA
DEPTH
5
JO
Sail Teill DATE 7/2ll.a£
DESCRIPTION
Wood chips
_Light Brown silty CLAY, tr f sand
Light Brown clayey SILT, tr f sand
Brown/green SILT and CLAY, tr f sand
Red/brown clayey SILT (weathered bedrock), tr f sand
Bottom of Boring-10.25 feet
SHFFT nF
5
IO_
BORING LOG
PROJECT Ruleigh, NC BO,I:SG NO.B-10
GEOLOGIST S.A . Colton DRILLING METHOD_~H~o~l~lo~w---'--'S~t~e~m~A~t~1g~e~r ___ _
DRILLER Soil Testing Services DATE 7/22/86
DESCRIPTION
Brown clayey SILT to light hrown silt (Fill)
Maroon clayey SILT (weathered bedrock), green clay laminae (7 .5-8.0)
tr f sand
Grav clavev SILT, tr f sand, tr f rock fragments
Gray clayey SILT (weathered bedrock), tr f sand, tr frock frcgments
SHEET l OF 2 \
BORING LOG
PROJECT __ ~l{~al=e~ig,,h.:.,__;Nc:..:c:Cc_ ________ _
DR I L LI KG XE THO D _ __;lc.:1.:co:.cJlc.:co:..cw.c....:.S:..ctc.=eccm"-'A-'-ug=e=c.r=-----
DRILLER
ST:(A TA SAMPL
DEPTH DEPTH
Soil Testing Services
DESCRIPTION
BORING NO. B-10
GEOLOGIST S.A. Colton
DATE 7 /22/86
Gray clayey SILT (weathered bedrock), tr f sand, tr frock fragments
Bottom of Boring -24.0 feet
25
SHEET 2 OF 2
DEPTH
5
10
BORING LOG
PROJECT Raleigh, NC
DRILLING METHOD Hollow Stem Auger
DRILLER Soil Testing Services
DESCRIPTION
BORING NO. B-11
GEOLOGIST S.A. Colton
DATE 7/25/86
Brown clayey SILT, tr f sand, tr f rock fragments roots
Mottled light brown silty CLAY and red/brown clayey SILT, tr f sand
Red/Brown clayey SILT, tr f sand
Mottled Red/brown clayey SILT and It. green silty CLAY, tr f sand
Red/Brown clayey SILT, tr f sand
Red/Brown clayey SILT (weathered bedrock), tr cf sand
Bottom of Boring -9.75 feet
SHEET OF
BORING LOG
PROJECT Raleigh, NC
DRILLH;G l1ETHOD Hollow Stem Auger
DRILLER Soil Testing Services
BORING NO. B-12
GEO LOG I ST S. A. Colton ·
DATE 7/25/86
STKATA
DEPTH DESCRIPTION
Brown, clayey SILT, tr f sand, tr f rock fragments
Light Brown silty CLAY, tr f sand
5 Brown SILT and CLAY, tr c sand
Light Brown/green silty CLAY, tr f sand
Light Brown CLAY and SILT, tr c sand, tr f rock fragments
Red/brown SlLT and Lt. green CLAY, tr f sand
10
Bottom of Boring -10.5 feet
SHEET OF
BORING LOG
PROJECT ___ Ral __ e~ig~h~,_N_C _________ _
DRILLING METHOD Hollow Stem Auger
DRILLER Soil Testing Services
BORI:SG No,B-14
GEOLOGIST s. A. Colton
DATE 7/25/86
ST:{ATA SA.'1PL
DEPTH DEPTH DESCRIPTION
Augered through fill (Lt. Brown SILT, tr f sand)
First sample at 2.5 feet
' Gray/brown CLAY and SILT, tr f sand, tr f rock fragments
5 Brown/green silty CLAY, tr fm sand, tr f rock fragments
Bottom of Boring -7 feet
10
SHEET OF
10
BORING LOG
BORING N0.8-15 PROJECT______Ralcigb,_N-'--'----------
DRILLING METHOD 1-lol.low Stem Auger GEOLOGIST S.A. Colton·
DRILLER Soil Testing Services DATE 7/25/86
DESCRIPTION
Brown CLAY and SILT tr f sand tr f rock fra men ts (Fill)
Light Brown SILT, little f sand, tr m rock fragments
(1.5-3.0 feet) (Fill)
Mottled Brown and green SILT and CLAY, tr f sand,
tr rock fragments (6-7 .5 feet)
Light Brown clayey SILT, tr fm sand
Mottled Red SILT and Green CLAY, tr f sand
Red/brown clayey SILT, tr f sand
Red/brown clayey SlLT (weathered bedrock), tr f sand
Bottom of Boring -10.25 feet
SHEET OF
KEYSTONE
[~\'IROSM[STAL RESOL'HCES, l!\C.
440 College Park Dr., Monroe,ille, PA 15146
Wei I Pety,-,,,ts
NORTH CA~OUNA DEPARTl,<.ENT OF NA 11.JRH RESOURCES At~D CC~MUt~ITY DEVELOP~.AE."lT
DIV;SION OF EtNIAONl-,,f(!-ITAL /-.V..NAGEMENT -GAOUNC,WATER SECTION
FOR OFFICE USE ONL y
P.O. BOX 27C87-RAlflGH.N.C. 27611, PHONE (9tW) 733-5083
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR vii /50,-, [ ,,§ 1 neet,") A55oc,~Te 5
DRILLER REGISTRATION NUMBER __ _:g_:<t:...._:7 _____ _
1. WELL LOCATION: {Show skelch ol the location below)
Nearest Town: /\/1orr15 V1/ff. /\I: C
Ko pners Roa.d.. /\1oCf'iS v,lle.
{Road. Community, or S~bdivision and Lot No.)
" OWNER K" 0 pee rs Co. _::r i""IC..
ADDRESS [ .,,~,neetecl. W'o9cl 5tsfeM s. R,t. 5'-f
,1;1 //" (S1ree1 01 Ao~te No.) ' L...':..!orr,sv, c. t!:._C.
City pr Town State Zip Code
DATE DRILLED "f?/7/9,6 USE OF WELL /(/Oo,1or,o)
-. TOTAL DEPTH 2£1
' CUTTINGS COLLECTED @'Yes o No
5. DOES WELL REPLACE EXISTING WELL? 0 Yes w'No
•. STATIC WATER LEVEL: /3,30 FT. 0 above TOP OF CASING,
o fil"below
TOP OF CASING IS -'"/.--"-o ___ FT. ABOVE LAND SURFACE.
Y:E!.D (gpm): ______ 1,tETHOD OF TEST _______ _
•. WATER ZONES (deo1h): ------------------
•. CHLOAINA TION:
· '.;. CASING:
From 0
From
From
GROUT:
From 0
From 2.
-· SCREEN:
From 5
Fr Jm
From
. 3. GRAVEL PACK:
From Lt
From
•. REl.1AAKS:
Type
Deo1h
To 5"
To
To
Depth
To 2
To lf
Depth
To 2)
To
To
Depth
To 25'
To
Amo uni
Wall Thickness
Diameter or Weight/Ft. Mareric!I
Ft. 2" PVC
Ft.
Ft.
Material Method
F1. Cer-iehT -1-(3e.,fon,te P,wder
F1. Seo.I -Ge~tonJe. Pellefs
Diameter Slot Size Material
FI. 2 in. 0. 010 in. eve.
Ft. in. in.
Ft. in. in.
Size Ma1erial
FI. 6 I/ s 0.. r-.d..
FI.
Quad. Ho. ______ _ Serial No. ___ _
lat. _______ Long. ___ _ Pc __
t.A.inor Basin ______________ _
Basin Code _____________ _
Header Ent. _______ GW-1 Ent.-
STA TE WELL CONSTRUCTION
PERMIT NUMBER: 91 -O2.S"S--\..IA-023b
Coun1y:
Deoth DRILLING LOG
From To Formaiion Oescriotion
II adcirional space is needed use back ol le,~m.
LOCA]JQN SKETCH
(Show direc!ion and dis1ance from at least two S:a~e Roacs,
or oir-,er mao reterence points)
See
I DO HEr.EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCCRDANCE WITH t5 NCAC 2C. WELL CONSTRUCTION.
STANDARDS. AND THAT A COPY OF THIS AECOR~PAQDE~ WELL OWNER. /
2
;
2
]/?(,
C!f"'."-IAT!IOC f"'IC f""f"'l"ITOAf""Tf"'IC f"'I□ Af"'.CUT
-MON ITORJNG WELL LOG
PROJECT Ralci!:!h. NC WELL NO. MW-1
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton .
DRILLER Soil Testing Services DATE 8/7 /86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK . ., ... , ..
I • • • o • TOP OF WELL AT COMPLETION BENTONITE ·;,:_..~,::::.,.:,;:,_
DEPTH OF WELL (ft) AFTER HOURS BACK FILL {Jf.~t~~
CONCRETE ... , ... , , .:.:; , -. -' . · SCREEN -_-:-:-:-:-
CASING MATERIAL 2" PVC SCREEN 20' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
+>< ,, I' , -Brown, clayey SILT, tr f sand, tr weathered rock . -, ' ·,> -~I~ , '' I-I-fragments, tr m quartz fragments, tr roots (0-1.5') 1'11 ~ ->< -,,:. -,. -~ :.::~ I-~ -5 ---. •' ->< ". · ..
I-" .. I--, .. -· --. ,. -·.· >< --:' :·:-I--.· •,
+ •,·• -IO -. " -I-... -. .
>< ;:, . ·. --. I-,; : I--... -" ·.·.·
-1--I-· .. -: ,, . -l,lonled Brown and gray silty CLAY, tr f sand, -,.•. ·I->< -I-, .. .-: ·.
' 1--•,•• -
tr f rock fragments. · I-.'.,: -15 ' -'•· -I-.. · .. --->< 1-:-: ...
--I-. '. -•. -. -• I-,'•• -->< ., •·: -.. -.. ."
Red/brown Clayey SILT (weathered bedrock), tr · I---.-·· 20 .. .·, --... ->< siltstone fragments, tr f sand . .. -.. -I---· •, -. •, -·.:-: •I-.. -... . " >< -. -•,. --·:·. -•' . -.. -,.,, -25 ..
>< -I-----. ----Bottom of Boring -26.5 feet .. ---. --------. ----· I----------------. --. --. --. ----------
NORTH CAAOLJNA OEP.&..RTMENT OF NA. TIJRAL FiESOUF.C(S AND cov,µUNITY OEVELOP!-.-IENT
01v1S1rn~ OF ENVIRONMENTAL MANAGEMENT -GROUNOWATEFI SECTION FOR OFFICE USE ONL y
P.O. BOX 27667-RALEIGH.N.C. 27611, PHONE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR W,lso" [,,.,,.,,.,eer, ... ) Asso,,~1es
DRILLER REGISTRATION NUMBER _ _,_....:<d_'ic_7 _____ _
l. WELL LOCATION: (Show sketch al the location below)
Nearest Town: /Vlor-r1sv,(ft: ;V_ C
ruppers R.oa.cl.J /Vlo(('r5v,n,
(Road, Community. or Subdivision and Lot No.)
rfoppers Co. Xnc._ 2. OWNER __
AODREss f ,.,·~,neereJ Wo9J Svsfe.r-1 s. Rt:. 51.f
//
{Street or R?111e No.) .a /110 rr,sv, f. /v, c .
City/or/ Town State Zip Code
, DATE DRILLED g_ 7/}& USE OF WELL /v'ionitof1>"1J
TOTAL DEPTH 2!.f. 5 CUTTINGS COLLECTED @°Yes O No
•. DOES WELL F.£PLACE EXISTING WELL? 0 Yes Q"No
3. STATIC WATER LEVEL: />,OO FT. 0 above TOP OF CASING.
~below
TOP OF CASING IS 2 FT. Ai3OVE cAND SURFACE.
;_ YIELD (gpm): ______ METHOD OF TEST _______ _
,. WATER ZONES (deoth): ------------------
!. CHLOAINA TION: Type Amount
J. CASING:
: 2.
·, }.
Deplh
From _Qc...__ To :J
Wall Thickness
Diameter or Weight/Ft.
--, II
Ft. "'-
Material
fl VC.
From To ___ Ft. ___ _
From ____ To FI.----
GROUT:
From 0
From 2
SCREEN:
From s-
FrJm
From
GRAVEL PACK:
DePlh Material Method
To
To
2.
Lf-
___ F1. Cer-,,ehT,t-8,e,-.fon,te P,wder
--'--Ft. Seo.I -Gento~:ie. Pel/efs
Depl/i Diameter Slot Size Material
To 2 4-__ F1._2~_;n_0.010 ;n PVC.
To F1. ____ in. ___ in.
To Fl. ____ in. ___ ;i,.
Depth Size Material
From If To 2'f.~ Ft. 6'' ------~----So.nd.
From ____ To ___ Ft. ______ _
Ouad. No. _______ Serial No. ___ _
lat. _______ Long. ____ Pc--
Minor Basin _____________ _
Basin Code _____________ _
Header Ent. _______ GW-1 E;it.-
STATE WELL CONSTRUCTION
PERMIT NUMBER: '// -02.5S--h'M-023b
County: ldei.h'e
Depth DRILLING LOG
From To Formation Description
___ _,__~ e"-"e o if a ( I, e J sh ee +-
If adcitional soace is needed use back o1 le.rm.
LOCATION SKETCH
(Sh_ow direction and distance from at least two Slate Roads,
or other map reference points)
see
-. REMARKS:--------------------------------------------
I DO HE~E3Y CERTIFY THAT THIS WELL WAS CO~ST UC TED IN ACCORDANCE WITH IS NCAC 2C. WELL CONSTRUCTION
STANDARDS. AND THAT A· COPY OF THIS RECORD HA PRO~,ED TJE)tt:;ELL OWNER. / /
< U. L !2.12'3 ?b
. c:.1r.l\lA Tl JAi: f"'\S: rf'l'-lTC ArTno f"\C A~C::-J.tT '..., • ..,.;..
MONITORING.WELL LOG
PROJECT _ _,_,R.,,.al,..,,c"'i,.,.h:..,_,.Nc...cCc.__ _______________ _ WELL NO. MW-2
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/7/86
GROUND ELEVATION. ___ _ GROUND WATER DEPTH (ft):
TOP OF WELL _____ _ AT COMPLETION. ____ _
DEPTH OF WELL (ft)
CASING MATERIAL
12
AFTER HOURS
2" PVC SCREEN 19' of 0.010" slots
DESCRIPTION
Brown clayey SILT, tr f sand, tr siltstone fragments,
roots 0-1.5', 9-10.5'
Mottled gray /green/yellow /or~.nge clayey SILT,
(weathered bedrock)
Bottom of Boring -26.5 feet
GRAVEL PACK :~•.::•:'
BENTDNITE
BACK FILL ;'Jt~:.:,
CONCRETE --~~--~/;,
· SCREEN :-::-=--:--:
CONSTRUCTION
--:·
· ..
..
.: .
. : .
. ·.
NORTH CA.ACUNA DEPARTMENT OF NATURAL hESOURCES AND cN•.1.iu1~ff'( DEVELOPh4ENT
' D!Vl~ION OF ENVIRONMENTAL 1,,.1.ANAGEMEN'T -GROUNDWATER &f:CTIOH FOR OFFICE USE ONLY
P.O. BOX 27087 -RALE!GH,H.C. 27611, PHONE (91g) 733-5083
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR Wtlso" [,,,3,,-,eer 1") A5s~c,~1es
DRILLER REGISTRATION NUMBER --~g_i_1 _____ _
1. WELL LOCATION; (Show sketch ol the location below)
t:earest Town: J\/1Or'"r15 V1//c.) /V C.
Koppers fZoa.d.1 MoC"rl v,lk
(Road. Community. or Subdi..,ision and Lot No.)
2.0WNER K:oppers Co . .Tnc..
~DDREss t l"\31ne•reJ W'o9J Stsfe.;-, s, R.t. 5l.f
//
(Street or R?}!le No.) /Vlorr,sv1 e /v,C
Ciry r own State Zip Code
II % USE OF WELL t11onitor,"• .,
I r-_,., = D -. TOTAL DEPTH--~~-~~--CUTTINGS COLLECTED Ll'.J Yes No
DA TE DRILLED
•. DOES WELL REPLACE EXISTING WELL? 0 Yes w'No
,. STATIC WATER LEVEL: 7. '/'f FT. 0 ,above TOP OF CASING,
2 Ga"'below
TOP OF CASING IS--'"----FT. A60Vc !-AND SURFACE.
,. YIELD (gpm): ______ METHOD OF TEST
3. WATER ZONES (depth):-----------------
CHLORINATION: Type t Amount
·';.CASING:
Wall Thickness
Depth Oiameier or Weight/Ft. Material
From 0 To ~(;" Ft. 2" f'VC
From To Ft.
From io Fi.
GROUT:
Depth Material Method
From 0 To /.~ FI. Ce ""'eh t ,t-6ehto "'te P.wder
From /, ~ To 3.~ Ft. Seo-I -Ge"t,,,ite. Pelle~
. 2. SCREEN:
Depth Diameter Slot Size Material
From To f '-~ Ft. ---=2=---in. 0. 0 IO in. P V C..
Fr.::im ____ To ___ Ft. ____ in. ___ in.
From To Ft. ____ in. ___ in.
· ,. GRAVEL PACK:
Malerial
From Sa..,.,J.
From ____ To ___ Ft. _____ _
Ouad. No. _______ Serial No. ___ _
Lal. LonQ. ____ Pc--
Minor Basin _____________ _
Basin Code _____________ _
Header Ent. _______ GW-1 Ent. __ _
STATE WELL CONSTRUCTION
PERMIT NUMBER: 'fl -02.55"-WI'\-02.3b
Coun1y:
Dep1h
From To
DRILLING LOG
Formation Descriotion
If ad~itional space is needed use back ol le.rm.
LOCATION SKETCH
(Sh_ow direction and distance from at least two State Roads,
or other map reference points)
see s,-fe jMC,r
'. <. REMARKS: -------------------------------
-MONITORING.WELL LOG
PROJECT Raleigh, NC ' WELL NO. MW-3
DRILLING METHOD Hollow Stem A~er I GEOLOGIST S. A. Colton
DRILLER Soil Testing Services I DATE 8/11/86
GROUND ELEVATION GROUND WATER\ DEPTH (ft): GRAVEL PACK "J, •• , ,·
I .. '.. .
TOP OF WELL AT COMPLETION BENTONITE -~t7'~-;;
DEPTH OF WELL (ft) AFTER I HOURS BACK FILL f:t~:t~;·
CONCRETE .. ,,,,, ,.:..7
f -,. • I '
10' of o.1010" slots
· SCREEN ---------CASING MATERIAL . 2" PVC SCREEN
STRATA SAMPLE I
DEPTH DEPTH DESCRIPTION CONSTRUCTION I
-->< Yellow/brown SILT, tr f sand,I tr frock fragments, roots.-1 ',. ',,/ -,, . ,, -. ~ 'I
>--I . -~ -
>< -Brown/red to gray/purple clayey SILT, tr f sand §i -.. -... . ,. -
··,• .
>< --. . ... -,.·,. ~ · .. --.. . •. -.. •.,·
----.. -.. ·->< --.. -.·.·. -. . . ..
-. ·. --10 •. . >< -I-... --... -I .... .t--
.f-I-Gray/purple to brown clayey SILT, .. . .
(weathered bedrock), tr f sane! -:--... -·>< I-. . t-... -. . . -.··. ,_ ·· . -..
+>< --·.•:. ,_ . ·. -----,__ -">< -. --
. --
20 ->< -----
-
Bottom of Boring -21.51 feet --
" -f--
.f--f--. ------------------------------>---
----------------------------------·" -
f->--. --_,__ f-----
SHEET OF
NORTH CAROLINA DEPARTJ,.e-/T OF NAr..JRAL RESCL'~.CES Ah'O CO'-'iM:.JNITY DEVELOPMENT
01vis10N OF E.NVlAONME~HAL J..1.At~AGEMENT -GROJNOWATEF! SECTION FOR OFFICE USE ONLY
P.O. BOX 27687 -R.ALEIGH,N.C. 27611, PHONE (9H;) 73,3-5083
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR \t✓,/sQr, [,io1r,e€f1") A55P,t~fes
DRILLER REGISTRATION NUMBER _.., _ __cg_j?c_.7 _____ _
1. WELL LOCATION: (Show sketch al the loca1ion below)
Nearest Town: JVlo,-r,sv,f(t: ;v. C
/-iooeers Roa.d., /V1o(f'i5V1lle, ' ' ,, (Road, Community, or Subdivision and Loi No.)
2. OWNER -1Sipper5 Co . .I"nc..
ADDRESS f,,,3,-ne•reJ. W99J s,,steriS,(<t:.5lf
/\11 lie (Street or R_o}':e No.) L..."...'orr1sv, ;v.c
City 1' Tlwn Slate Zip Code
3. DA TE DRILLED 'x/ 'f rb USE OF WELL /,l On ifo ~ 1 ~.,
-. TOTAL DEPTH /'3, 5"" CUTTINGS COLLECTED @Yes O No
5. DOES WELL REPLACE EXISTING WELL? 0 Yes w'No
,. STATIC WATER LEVEL: 9.40 FT. Q_above TOP OF CASING,
2 u::: be!ow
TOP OF CASING IS_-'-'----FT. ABOVE LAND SURFACE.
7. YIELD (gpm): ______ METHOD OF TEST
,. WATER ZONES (oeplh): -~---------------
e CHLORINATION:
: 0. CASING:
Type
Depth
0 From ___ _ To
From ___ _ To
From ___ _ To
, 1. GROUT:
Depth
From 0 To
From 2. To
'2. SCREcN:
Depth
From :;-To
Fr.:im To
From To
1 3. GRAVEL PACK:
Depth
From Lf-To
From To
; ~-REMARKS:
s-
2
4-
/7
il.s-
Ar.,oun1
Wall Thickness
Diameter or Weighl/Ft. Material
Ft. 2" f Ve:
Ft.
Fi.
Material Method
Ft. (er,,eht-~ 8,ehtOh1le P,wder
F1. Seo.I -Beat,h;te. Pelle~
Diameter Slot Size Material
Fi. 2 in. 0. OIO in. eve.
Ft. in. in.
Ft. in. in.
Size Material
FI. 6 rr s 0,. r, d.
Ft.
Ouad. No. _______ Serial No. ----lat. _______ Loni;i. ____ Pc __
Minor Basin _____________ _
Basin Code _____________ _
Header Ent. _______ GW-1 Ent.-
STATE WELL CONSTRUCTION
PERMIT NUMBER: 91-02.S°S--h-'M-02.31,
Counly:
Depth
From To
DRILLING LOG
Formation Descrip1ion
II adC11ional space is needed use back of le.rm.
LOCATION SKETCH
(Show direction and disrnnce from al least two S1a1e Roads,
or ·other map relerence poin1s)
!,ee s,fe "'"P
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH t 5 NCAC 2C, WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD ~ROGED ~WELL OWNER. 11./23/J-r,
SIGNA TURE OF CONTRACTOR OR AGENT . 1 DA TE
MON !TOR ING WELL LOG
PROJECT Raleigh, NC WELL NO. MW-4
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing S<:!rvices DATE 8/14/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK ·.1, .. ,.-'. •,• . TOP OF WELL AT COMPLETION BENTONITE .-:--.:~ .. :;::.:-.-c:.1.;..:~_
DEPTH OF WELL (ft) AFTER HOURS BACK FILL :tJ~~~:;•tf
CONCRETE ;-~-:,• .!. ~i,-
· SCREEN ~-------------CASING MATERIAL 2" PVC SCREEN 12' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCT! ON DEPTH DEPTH
-->< Brown clayey SILT, tr f sand, roots
,,, '.,. ,.. ·" 'y' '✓ '.. -,,, . ' ,, .. ~ irj -
>< -Brown silty CLAY, tr f sand . H -ti. ~ -
Yellow/brown to brown clayey SILT, tr to little ·-:.· .. ------>< emf sand -. -· -.. •', -Red/brown to purple/maroon .. .... -clayey SILT •,• --· ·"'>< ·.• .. -(weathered bedrock), tr f sand :·:· --·. -.._._
C .. -... -10 --•, :: ,· -~ ,, ,· -. ,'.· -_.: ·• -. .. ·.• . -. ~-.. -:: -)j -·>< -" ---·:. ·.-.-·• -· -. •, -. •, :,-_,.. : : : . . ·, --->< -.:·_:: --. :· .. -.·.-~·· -··>< -:_-::::<·:::~).:: -
.. -
21l ----->< -. -.. --·>< -Purple/maroon clayey SILT and SAND (weathered bedrock)·· -.. ----Bottom of Boring -24 feet ---
. -. -. -.. -.. -. -.. -.. -------.. -. -. --
. -.. -.. -.. -------. -. -.. -.. -. -. . -
·t--·" --r---,.. -
SHEET OF
NORTH CAF.OUNA DEPARTµEJ,IT OF NA n.JRAL RESOURCES AND CC/..iMUNITY DEVELOPMEJ-IT
DIV;SION OF ENVIRONMENT AL t-.'AHAG[ME!iT -GROUt~WA TER SECTION FOR OFFICE USE ONLY
P.O. BOX: 27 68 7 -R,i.l..EIGH,N.C. 2 7 61', PHONE (g 1~) 7 33-5083
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR \,✓,/son [,131neer",h) AssocioTe5
DRILLER REGISTRATION NUMBER __ _:_g...:~'--7---'--------
WELL LOCATION: (Show sketch of the location below)
Neares1 Town: Mor"r15 V1lfl) /V C.
Ko ore rs Roa.cl., IYlorr,s v,/1(_
(Road. Community, or S~bdivision and Lot No.)
2. OWNER K'oppers Co . ..Inc..
ADDRESS t .,~ineqr"eJ w'99J Sysfe;,-, s. (<'C. 5'f
.'1/l //" (Slreet or Roy1e No.) ' l..."...!orrtsv, c. ;v.c -
Cit0 :,' 1~~n State Zip Code
3. DATE DRILLED -~6..,.Lc....,L_•_b~-USE OF WELL l'lioniTor,~• .,
2 r' = D -. TOTAL DEPTH--"'"-="'---CUTTINGS COLLECTED L.l'.J Yes No
;, DOES WELL REPLACE EXISTING WELL? 0 Yes G:?'No
3. STATIC WATER LEVEL: f?. 05° FT. 0 above TOP OF CASING, 2 G! below
TOP OF CASING IS-,-''---,,-FT. A60VE LAND SURFACE.
7. YIELD (g~m): METHOD OF TEST
3. WATER ZONES (depth):
.. CHLORINATION: Type Amount
·o. CASING:
Wall ihickness
Depth Diameter or Wei~nl/FI. Material
From 0 To :;-F 1. 2" PVC
From To F 1.
From To F 1.
GROUT:
Depth Malerial Method
From 0 To I Fi. (e....,eht .-6ehfo",te P,wder
From To 3 FI. Seo.I -(3ehtooite. Pe lie~
: 2. SCREEN:
Depth Diameter S!o1 Size Material
From 5 To 2. 5"" FI. 2 ;n. 0. OIO in. PVC
Fr .)m To Fi. in. in.
From To Fi. in. in.
: 3. GRAVEL PACK:
Depth Size Material
From 3 To 2S-F 1. 6 I( So..nd.
From To FI.
-. REMARKS:
Ouad. No. _______ Serial Ho. ___ _
Lat. _______ Long. ____ Pc-
Minor Basin _____________ _
Basin Code _____________ _
Header Ent. _______ Gw-1 ·Ent.-
ST A TE WELL CONSTRUCTION
PERMIT NUMBER: 91 -O'l..SS--Wt'\-02 31,
County: Wc-..Ke
Deolh DRILLING LOG
From To Formation Description
If adCi!lonal space is needed use back of le.rm.
LOCATION SKETCH
(Show Cirection and dis1ance lrom at least 1wo Slate Roads,
or other mac reference poin1s)
see srfe
•
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION.
STANDARDS. ANO THAT A COPY OF THIS RECORD HA~ PROVIDED T~LL OWNER. / /2 ~ C( 12 21 it
SIGNATURE OF CONTRACTOR OR AGFNT 'nATF'
MON !TOR ING WELL LOG
PROJECT Raleigh, NC WELL NO. MW-5
DR I LL! NG METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/1/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK '.8 , ••• ,' ' . . . . . TOP OF WELL AT COMPLETION BENTONITE ~~-~:.:
DEPTH OF WELL (ft) AFTER HOURS BACK FILL f;;.f~:}ti
CONCRETE ... , ..... •~; , • • • r •
· SCREEN ---------CASING MATERIAL 2" -PVC SCREEN 20' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
-->< Brown clavev SILT. tr f sand. tr frock frairments \FILLJ ,, . ,,_, ,', .,,
Light Brown SILT, tr f sand (FILL) ~ ""' -
·-~ ~. ~ -
>< -Brown to maroon/purple clayey SILT, tr f sand, . --·.:• ,·,
tr light brown silt laminae ... :'.· ·-.·.: . ' -
---: ·; -.'· :. -->< ... ~. : ----·/. --,:• -... --:: >< -•·, -. ' ~ .. Maroon/pu::.,')]e to gray clayey SILT {weathered bedrock), I-... :/: -10 . --tr f sand, little m rock fragments 25.5-26.5' --->< '. ·, -"· :; ; -·-· i---... . .. . ,. -" . ' -::--->< -I-:.-; .... ->-' ·.·:· . ,-.. -,.--.,·:
' -r .. ·: ->< ',. ---.. -·,. ..... --~ -1-::: -.... --><--. . •. -·I---•,• '• .. .. I-... --20 --. . .. ->< :.---" .. , ·-· -. . .. ·-· ·--•e .. -->< -" -i--... :: -1-.. ·. -.,.·
• I-... --·•.: . ·, " ->< ----" ---1----Bottom of Boring -26.5 feet
·I----·I--------·--" ---. ---1----. ---------" --• I----. ----·I------1---
SHEET OF
NORTH CAROLINA OEPARTf,'.£.'-IT OF t.'A i1.JR."-L RESOURCES ANO CQMµUNITY DC:VELOPl.4E'-.'T
O!V\~ION OF E.NV1RONMENTAL t-MNAGEME.NT -GROUNDWATER SECTION FOR OFFICE USE ONLY
P.O. BOX 27C67 -RAL£1GH.N.C. 2H!11. PHONE (91B) 733-5063
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR v/ilse"' f.-1«1neer,r.) A55oc,~1es.
DRILLER REGISTRATION NUMBER _.;; _ _:)? __ ~;__7 _____ _
WELL LOCATION: (Show sketch ol the loca1ion below)
Nearesl Town: MC rr, 5 V,/ft.) /V C.
tio ooers Roo.cl.. /\llou,s v,lk,
(Road. Community, or S~bdivision and Lot No.)
,. OWNER K'opper5 Co . .Tnc.
ADDRESS t ,-,3,neereJ. k/99J Si,sfe.t-1 S. R.t:. 5lf
,,111 ff,; (SIreet or Ro~te No) ' L.."._lorr,sv1 c. JV.C
Cl~12.' ~o!)i/ State Zip Code
DATE DRILLED --1--•➔{J_6_b~ USE OF WELi l:don,tor,"J
TOTAL DEPTH 2.i' CUTTINGS COLLECTED @°Yes O No
DOES WELL REPLACE EXISTING WELL? D Yes G2"No
STATIC WATER LEVEL: 9. 't9 FT. 0 above TOP OF CASING, 2 Q"below TOP OF CASING IS _____ FT. ABOVE LAND SURFACE.
YIELD (gpm): ______ METHOD OF TEST _______ _
:. WATER ZONES (depth): ________________ _
CHLORINATION: Type Amount
:. CASING:
Wall Thickness
Deoth Diameter or Wei;ht/Ft. Male rial
From 0 To <;J Ft. 2" PVC
From To Ft.
From To Fr.
GROUT:
Depth Material Method
From 0 To 4-Ft. Cervie1it .-6e1oto",te P.wder
From. '-f-To 6 Ft: Sea.I -(3e"toh;te. Pe/le~
•!.. SCREEN:
Depth Diameter Slot Size Material
From 8_ To 2S-Ft. 2 in. 0.010 in. PVC
Fr .:>m To Ft. in. in.
From To Ft. in. "'· . ::. GRAVEL PACK:
Depth Size Mare rial
From & To 2~ Ft. 6" s 0. "cl.
From To Ft.
-REMARKS:
Ouad. No. _______ Serial No. ___ _
Lat. _______ Long. ____ Pc--
Minor Basin _____________ _
Basin Code _____________ _
Header Ent. _______ GW-1 Ent. __ _
STATE WELL CONSTRUCTION
PERMIT NUMBER: 11 -02.55"-w'M-02.31,
County:
Oeplh
From
W c., Ke
To
DRILLING LOG
Formation Description
____ s""'e""e c,tfo, c/,,ed s1-,erT
II adc:%onal space is needed wse b2ck ol le.rm.
LOCATION SKETCH
(Show direction and distance lrom at least two S:a~e Roacs,
or other mao reference points)
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD ~ROODED C& WELL OWNER. / 2./2. 3 b 6
. SIGNATURE OF CONTRACTOR nR Ar,F=NT n.t.. Tr=
MONITORING.WELL LOG
PROJECT Raleigh, NC WELL NO. MW-6
DRILLING METHOD Hollow Stem Au~er GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 7 /28/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK ... -..•..
I • •Io • TOP OF WELL AT COMPLETION BENTON IT£ :~~::--·
DEPTH OF WELL (ft) AFTER HOURS BACK FILL f:t~t~:
CONCRETE ,'.!_~•!, f7.-
· SCREEN ~:---:-:-: CASING MATERIAL 2" PVC SCREEN 17' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
->< Brown clayey SILT, tr f sand, tr fm rock fragments ',' ,✓, -. -,.,, :✓~ -,.(
" -->~ ., . -,, +>< " ' ' ,, ' '/ • -Brown CLAY and SILT, tr f sand ,, ' ' ' -' , it -
->< ----Red/Brown clayey SILT, tr f sand, some gray/green silty " ~ --. ' .+ -CLAY oockets -·•>< ·~ . .. ---·:: -
Maroon clayey SILT (weathered bedrock), tr f sand • .. -f, --.:: -IO -.. -,-,•. . ... -+>< . ,' -,• --'•. ·' -.. ·.-. " -·•.· ·• --... -, .. >< -. . -.· · . -,;_. .... -. ,,
' • . " -·•:--.: .. : . •'
' ·"
·>< -,----.. ; • .. • -::.=-------.. ... -,•. -·>< -·• ... --. : .. ....
·• '. ,• -•, -20 ... ...
·"'>< -,-. . : . ,--. ·" ---... :: --,---,--. -·>< -+ -... -•,: ·• . . ·" -. •,--. ,'• ->< Gray/green to gray/brown SILT and CLAY, --·._: __ :-7.._.·:~· -----tr f sand .. •.::. : . ... ..... " -·-'><: -Gray/Brown clayey SILT (weathered bedrock), tr f sand + ... • ,• ..... -----Bottom of Boring -29 feet ---
r-----. ----. -r-------------. --c ---C -
r-·--------
SHEET OF
I
t..ORTH CAROU/,'A Q(FARTME..."lT OF NA nJRAL hESOUMCES ANO CCMI..IUNITY DEVELOPME...,'T FOR OFFICE USE ONLY ' 01v11s10t~ OF ENVlRONJ....€NTAL J.,J.ANAGE/.,',ENT -GROUNDWATER SECTION
P.O. BOX 27067-RALEIGH,N.C. 271311. PHONE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR Wt /50,., [""I heet 1") Assoc 10.1e 5
DRILLER REGISTRATION NUMBER _ _, __ g_~_7 _____ _
1. WELL LOCATION: (Show sketch of !he location below)
Nearest Town: /\/10 ,-r, 5 v,/{l} JV C.
11 o oner• Roa.cl... /V/au.s v,lk.
(Road. Community, or S~bdivision and Lot No.)
2. OWNER K:oppers Co . .:Inc..
ADDRESS t ri3,-neereJ W99J Si,sfc,-, S. /Zt". 5'-f M /ff. (Street or R_oy1e No) L.."...! I) r r Is YI ;v. C.
Cily QJ Tpwn State Zip Code
DATE DRILLED 'g/_6[_j6 USE OF WELL /.-'loniTH,nJ
2~' = □ -. TOTAL DEPTH---"~-CUTTINGS COLLECTED ill Yes No
•. DOES WELL REPLACE EXISTING WELL? 0 Yes w'No
STATIC WATER LEVEL: / /.2] FT. 0 above TOP OF CASING, G"be1ow
TOP OF CASING IS __ 2 ___ FT. ABOVE LAND SURFACE.
,. YIELD (gpm): ______ METHOD OF TEST _______ _
WATER ZONES (depth): ________________ _
C~LORINA TION: 1 Type
~. CASING:
Depth
From () To
From To
From To
GROUT:
Depth
From 0 To
From s. <; To
. 2. SCREEN:
Deprn
CJ.!:'
5". i;
7. 5"
From 9. 5" To 2 'f.!:
Fr.:>m To
From To
Amount
Wall Thickness
Diameter or Wei~ht/FL Material
Ft. 2" fVC
Ft.
Ft.
Ma1erial Method
Ft. (e,-,,eht~6ehtOh1te P,wder
F1. Seo.I -(3e"t~,te. Pelle~
Diameter S!ot Size Material
FI. 2 in.0.010 in. eve
Ft. in. in.
Ft. in. in.
Ouad. No. _______ Serial No. ___ _
Lat. Long. ____ Pc __
Minor Basin ____________ _
Basin Code ____________ _
Header Ent, _______ GW-1 Ent. __ _
STATE WELL CONSTRUCTION
PERMIT NUMBER: ~l-0255"-w'M-023!,
Cou~ty: We.. I{ e
Depth DRILLING LOG
From To Forma1ion Descriotion
If additional space is needed use back of le.rm.
LOCATION SKETCH
(Show direction and distance from at least two State Roads.
or other map reference points)
see s de.
.. I , GRAVEL PACK:
Depth Size Material
From 7. t;' To 25" FI. 6" So.r-.d.
From To FI.
' REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH tS NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD HAS N PROVID_J;!). TO ?jE WELL OWNER. /
c.,{ (~ 12.. 211J6
SIGNATURE OF CONTRACTOR OR AGENT ATE
--MON !TOR I NG WELL LOG
PROJECT Raleigh, NC WELL NO. MW-7
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/6/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK "4 -·,T. ,' . . . . . .
TOP OF WELL AT COMPLETION BENTONITE ~·~~:"\~
DEPTH OF WELL (ft) AFTER HOURS BACK Fill ~~J.f J:t:j /
CONCRETE ,'!,":':f;.
· SCREEN :-:---=-~
CASING MATERIAL 2" PVC SCREEN 15' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
-•>< Gray Br.0(¥ m) ROCK fragments, wood chips,
,, " -. -' , ' -,, 'I httle silt ILL •V \/~ -, I • I >< Brown SILT and CLAY, tr f sand ·' ' " -I 'I •/ .. -' , • I -v:,\ .,., -• I, '" ' ' ' I --->< ~ ~ ---Brown/Red clayey SILT, tr f sand, tr t rock tragments
" ~ -r... t>< -" . -
Light purple to red/brown clayey S1L'J<weathered bedrqck), .. : , ·,
'. " . .. -
10 tr f sand, some me sand 1 7 .5-19' .• ---.. -->< -' . --. . ··•, -.. -~· :: :_':: -+ ----.. . >< -" .. -· -:. . ,. ... -_ ,. ·:-:. , _ :·· -... --... ...:.__ .. -. ,.>< : -.. ... -.· -· -.. .. -. ·. -:· :: ->< --. --., . -... . --20 -~ -. --.. -.. >< ... -. -.. -.•· -.. ,•: -... --•.• >< -.·. -.·. ---.. -· ... --->< ---
--
. --Bottom of Boring -26 feet --.. -. --
-----------. ---.. -. -----------. -----.. ----I-" -
-~ t--I--
NCRTl-i CAROLINA OEPARn.-€NT OF NA n.JRAL RESOURCES AND co.-.~UHITY DEVELOPMefl'
•. ' QlVl~ION OF ENVIRON!.AENTAL JJ.ANAGEME.NT -GFtOOtOWATER SECTION FOR OFFICE USE ONL y
P.O. BOX 27067 -RAlEIQ--i.N.C. 27611, PHONE [phone]
WELL CONSTRUCTION RECORD
1.,, f er Ass•,1~tes DRILLING CONTRACTOR VY/ 5e" .-10 1 ne '") _ •
DRILLER REGISTRATION NUMBER _;;_....:g_~'----7 _____ _
WELL LOCATION: (Show sketch of !he loc21ion below)
Nearest Town: ;Vt O ,-r, 5 V1 If l. JV C.
Ko riper> P..oa.d, Morr, 1 v,lk.
(Roa[Communily, or S~bdivision and Lot No.)
,. OWNER K' 0 ppers C 0. .:r nc..,
ADDRESS t,,., 3 ,;,e,reJ. Wc9J SrsteM s. R. t:. t; If A'1 /jg (S:reet or Ro~te No.) ' -"....."...!orr,sv1 c. !::;.C..
Cityf,r /own Slate Zip Code
DATE DRILLED 't 'tY6 usE OF WELi ldonitor,~J
TOTAL DEPTH 2{/
1
CUTTINGS COLLECTED Ll1Yes O No
DOES WELL REPLACE EXISTING WELL? 0 Yes Cid"No
STATIC WATER LEVEL: 7.S.O FT. D above TOP OF CASING, 2-GYbelow TOP OF CASING IS _____ FT. AEOVE ~AND SURFACE.
YIELD (gpm): ______ METHOD OF TEST
WATER ZONES (depth): ________________ _
. '.:HLORINA TION: Type Amount
CASING:
We.II Thickness
Deoth Diameter or Weight/Ft. Material
From 0 To 6 FI. 2" f' VC.
From To FI.
From To Ft.
GROUT:
Depth Material Method
From 0 To 3 Ft. Cerne~t v-Behto",te P.wder
From '3 To 5' F1. Sea.I -GeHtoh;-ie. P~//e~
SCAE£N:
Dept11 Diameter Slot Size Material
From 6 To 25;.:; Ft. 2 in.0,010 in. PVC.
Fr.:,m To FI. in. in.
From To Ft. in. in.
-GRAVEL PACK:
Depth Size Material
From s-To 2b FI. 6 If So..nd..
From To Ft.
REf.1AAKS:
Ouad. No. _______ Serial t-:O. ___ _
Lat. _______ Long. ____ Pc __
Minor Basin _____________ _
Basin Code _____________ _
Header Ent. _______ GW-1 ·Ent._
STATE WELL CONSTRUCTION
PERMIT NUMBER: 91 -02.5S--WA-02.3b
County:
Deoth
From To
DRILLING LOG
Formation Description
II additional space is needed use back of le.rm.
LOCATION SKETCH
(Sh.ow direction and distance lrom at least two State Roads.
or other map reference points)
I DO HEF.E3Y CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C, WELL CONSTRUCTION
STANDARDS, ANO THAT A COPY OF THIS RECORD HAS E•N PROVIDED TO E WELL OWNER a. .
!=;IC"iNA TlJAF OF" r.ONTAAr.TnA nA Ar.:l=t.JT
' I ' f
MONITORING \./ELL LOG
PROJECT Raleigh, NC \./ELL NO, MW-8
ORILLING METHOD Hollow Stem Auger GEOLOGIST S.A. Colton
DRILLER Soil Testing Services DATE 8/4/86
GROUND ELEVATION GROUND \./ATER DEPTH (ft): GRAVEL PACK .·~ ,. :: , .. ··
TOP OF \./ELL AT COMPLETION BENTONITE 2.;"¥,q,l~::
DEPTH OF \./ELL (ft) AFTER HOURS BACK FILL ;;.~f~~·;r
CONCRETE ►.,, ... ,,: :.; .. ✓ .. ., r '
· SCREEN ... -_-______ -----CASING MATERIAL 2" PVC SCREEN 20' of 0.010 slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH .. >< Black fm ROCK fragments, little fmc sand, tr silt ,✓,' '. -. -;1,✓ '1.~ -
• :·;,'..~ ',, ,, ' -,,. ,, ·>< -Brown CLAY and SILT, tr fm sand, tr frock " ~ -I fragments . ---~ -->< --·:;:·. ~ :: ------. ' -··>< -' -... --. ..
10 --. : .. --
... >< -.... --.. ... Red/Brown clayey SILT, tr f sand, tr f rock fragments, I-·:-: ... -... ... -·-... tr laminae of light green clay ~ ·.·.• ... -
>< ... ~ : : · . -.. : -.... .. . ---:.-·_. . ::-·: -.... .. ··--.. ">< Red/Brown clayey SILT (weathered bedrock), .. . .. . . ... . · . :.:·: -light green laminae 14.5-16.5' ·• . ..._ ... . .. -. . · ..
>< -·-:. --• .. . .. :·: -.. . -... -
20 - -·• .. -.·.· --"'>< ... ... .. -. :. --1-··.·. :-·· .·.· -:·:. -·>< -,. -•. --
•• # • . ---
~ ----.. ... ---.. -Bottom of Boring -26.5 feet ---.. ---------------.. ----.. ----
------.. ---.. ----·---... --'----... -
~HFFT OF
I
N0,9TH CAP0UNA D[PAATJ...<SNT Of NA nJRAL RESOURCES AND COMMUNITY OEVELOPME.'{T
DIVISION OF ENVIA0NM!:.HTAL t,.V..NAGEMENT -G.FIOO~OWATER SECTION
FOR OFFICE USE ONLY
Quad. No.-------Serial No. P.O. BOX 27687 -RAl..EJC,,1--U,-l.~. 27011, PHONE (9Hil) 733-5083
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR Wt !so" [ "181 Met,") A5so"~te s
DRILLER REGISTRATION NUMBER __ ::..g~~_I_;__ ____ _
i. WELL LOCATION: {Show sketch of !he location below)
Nearest Town: Mcrr15 v,lf~) /v: C.
Ko oner• R.oa.cl.. /Vlor,.,s v,lk,
(Road~Community, or S~bdivision and Loi No.)
2. OWNER _,__K'Lo:..;p:..;p:...:eccr..::;S_....:C=o.,__. __:_X_n_c.-'--. _______ _
ADDRESS [ n3111e,reJ. Wo9J Srste.M s. (]..t". 5'f
,1,1 //,; (S1ree1 or Royte No.l ' ~orr,svr c. t!:._C.
Cit/y o/r Town Slate Zip Code
]. DATE DRILLED 2 5'_~{, USE OF WELL Monitor,,,.,
, TOTAL DEPTH 2/ 1 CUTTINGS COLLECTED U1Yes O No
5. DOES WELL REPLACE EXISTING WELL? 0 Yes GJ"No
,. STATIC WATER LEVEL: ;-.'iJ'J FT. 0 above TOP OF CASING,
2 (i)"below
TOP OF CASING IS_c.....---FT. ABOVE LAND SURFACE.
7. YIELD (gpm): ______ METHOD OF TEST ---'--------
_3. WA TEA ZONES (depth): ________________ _
3. CHLORINATION:
· 0. CASING:
From 0
From
From
·. ,. GROUT:
From 0
From /.S-
Tyoe ____ _ Amount
Wall Thickness
Depth Diameter or Weioht/F1. Material
To .s-FI. 2" PVC
To FI.
To FI.
Oeplh Material Method
To 1.5' F1. Cei,vie,,f-,i-f3ehtoh,te P,wder
To 3. 5" F1. 5 eo.l -Beat,,,ite. Pellets_
----Lat. Lano. ____ Pc-
Minor Ba-,in _____________ _
Basin Code _____________ _
Header Ent, _______ GW-1 Ent.-
ST A TE WELL CONSTRUCTION
PERMIT NUMBER: 11-0255"-WI'\-02.31,
Counly: 1;{9, Ke
Deplh DRILLING LOG
From To Forma1ion Descrio1ion
____ ...u.,e o.ff-«.ched Sheet
If aCditionaf space is needed use back of form.
LOCATION SKETCH
(Show direction and distance lrom at leas! two S1a1e Roads
or ·01h8r map reference points) '
See s,fe
I· 2. SCREEN:
Deom Diameter Sier Size Material
From s--To .2. I FI. 2 in. 0. 0/0 in. eve
Fr .::im To Ft. in. in.
From To Fi. in. in.
. 3. GRAVEL PACK:
Depth Size Material
From -~-.5. To 26 FI. 6 I( So.,..,d.
From To FI.
•. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH t5 NCAC 2C, WELL CONSTRUCTION
STANDARDS. AND THAT A COPY OF THIS RECORD A:N PROVIDED Tc:XLL OWNEFL / I
X-,., a. ,2. 2 1 it
. <::1r.NATl IA!= rn: l"':()NTA.Al;;TOR OR AGE 'DAT~
HON ITO RING WELL LOG
PROJECT Ralcign, NC WELL NO. MW-9
DRILLING METHOD Hollow Stem Auger GEOLOGIST S. A. Colton
DRILLER Soil Testi~ Services DATE 8/5/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK . ., , ..• ,·
I • • • • • TOP OF WELL AT COMPLETION BENTONITE ·}.Jl!.;._Y;r·~
DEPTH OF WELL (ft) AFTER HOURS BACK FILL {(~f~:..;-_t:i'
CONCRETE ., ... !.":..'! f'.-
· SCREEN ,--_-______
-----CASING MATERIAL 2" PVC SCREEN 16' of 0.010 slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
>< Brown clayey SILT, tr f sand \' ,~.,
--·A ~--
Mottled Brown and gray/green SILT and CLAY, tr f sand, -··>< ---~--~
tr frock fragments -.. .. . •, -, ..
>< Mottled Brown and gray/green clayey SILT, tr f sand --·-· -. .-·: -
-.. • .. --.. .. ... -.. .. --·>< -•. ·,: -·,·· -::-. . -: ··., . -10 :·-_·. ,_
--">< --.... --•'•• :··. •• Brown clayey SILT (weathered bedrock), tr f sand, ·---... . .... -tr m rock fragments (25-26.5') :: ·.:: -... -... ·>< -" ... t---··.:
' •• . · . -.. : -
' ... .. .
~ -f-·-,· .. 1----·--·:_ -: . -... -... .. ·• >--··>< -..
" .. -.. -
•• . . ~-·.·· -20 . ·. -··-· >< -f-.. ... -.. --. .. ------··>< -·• ----
··">< -------.. -·• --Bottom of Boring -26.5 feet .. --+ -- --------. ---.. -·------- ------.. --.. -. --·--. -... -------
SHEET 0~
NORTH CAAOUNA OE.PART~ Of NATURAL RESOURCES AND COU.fA.JNITY DEVELOPJ..AENT FOR OFFICE USE ONL y ' ' ' , DIVISION OF ENVIAONl-'ENTAL WNAGEMENT -GFIOONOWATER SECTION
P.O. eox 27687 -RALEIGH,N.C. 27611, PHONE (gn,> 733-5083
WELL CONSTRUCTION RECORD
\.II [ et A_sspc/~tes DRILLING CONTRACTOR l'Y/ 5o" "10.I M 11') _
DRILLER REGISTRATION NUMBER _,., _ _:gcc~:__I _____ _
i. WELL LOCATION: (Show sketch o! the location below)
Nearest Town: /\/lor-r,s V1/f~) /\( C.
/:io ore rs Roa.cl, /VloCr"JS vrl/e. ~· , (Road. Community, or Subdivision and Lot No.)
2.0WNER K'oppers Co. Xnc..
ADDRESS t "'J;~e~reJ. W9oJ Svsfe;,,, s. R.t:. 5'-f
/1~ //; (Street or R?)'te No) L.."...'orr,sv, c. /\f.C
Cit? or/Town
3. DATE DRILLED i!LS' 86
Slate Zip Code
USE OF w ELL LM:JJ,Ou.nuit=• ,.'-'L!."c;J;._-I ~
-. TOTAL DEPTH 2 ~ CUTTINGS COLLECTED U1Yes 0 No
5. DOES WELL REPLACE EXISTING WELL? 0 Yes Gr'No
5. STATIC WATER LEVEL: /5°.'f-l_
TOP OF CASING IS J..
FT. 0 above TOP OF CASING,
Gd""below
FT. ABOVE LAND SURFACE.
7. YIELD (i;pm): ______ METHOD OF TEST _______ _
5. WATER ZONES (deplh): ________________ _
S. CHLORINATION:
·.o. CASING:
From 0
Type
Depth
To
From ___ _ To
From ___ _ To
·, 1. GROUT:
Depth
From 0 To
From /7 To
·. 2. SCREEN:
Depth
From 21 To
Fr .Jm To
From To
13. GRAVEL PACK:
Depth
Amount
Wall Thickness
Diameter or WeiQht/Ft. Material
21 Ft. 2" PVC
Ft.
Fl.
Material Method
/7
19
.:.....c_Ft. Cerviei-,t -t-Be..,fc",te P,wder
Ft. Seo.I -Geatohite. Pellets
Diameter Slot Size Material
28 Ft. 2 ;n_0.O/0 ;n. PVC..
Ft. ____ ;n, ___ in.
Fl. __ .:..__ in. ___ ;,,.
•
Size Material
From I '1 To 2 ?f -~--6 I/
Ft. __ ~---Sa..,-,d.
From ____ To ___ Ft _____ _
Quad. No. ______ _ Serial No. ___ _
Lat. _______ Long, ____ Pc-
Minor Ba.sin ______________ _
Basin Code _____________ _
Header Ent. _______ GW-1'Ent.-
STATE WELL CONSTRUCTION
PERMIT NUMBER: 11-02.55'"-l.'M-0231,
County: \dc..Ke
Dep1h DRILLING LOG
From To Formation Description
If additional space is needed use back ol teirm.
LOCATION SKETCH
(Sh_ow direction and dis1ance from at least two State Roads,
or other map reference points)
:o. REMARKS:--------------------------------------------
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL ONS RUCTION.
STANDARDS. ANO THAT A COPY OF THIS RECORD HAS ffe~_PROVIOED TO WEU OWNER -~ U. .,.,,.,.-. I Z 2 t f/
SIGNATURE OF CONTRACTOR DR AGENT DATE
MONITOR ING WELL LOG
PROJECT Raleivh. NC WELL NO. MW-10
DRILLING METHOD Hollow Stem Auger/Wash Rotary GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/5/86
GROUND ELEVATION GROUND \./ATER DEPTH (ft): GRAVEL PACK . .,, .. , .. ' . . . . .
TOP OF WELL AT COMPLETION BENTONITE -~~-?".'.!.:f-:::
DEPTH OF WELL (ft) AFTER HOURS BACK FILL ~·::/-~}t.
CONCRETE ... , ... ,, .:.;
, -• • I •
· SCREEN =-=---=-~ CASING MATERIAL 2" PVC SCREEN 7' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH , DEPTH
Maroon/Brown clayey SILT, tr f sand, roots,
,, ,,,, ... -' 'I 'I,! -... -!ight green clay pockets. 1. 5--3. 0' ' ' •1I "~' . ' -I , -' ' .,,,, I, -. ·' '' I '" '-. ... ',, , " -Maroon/Brown, gray/purple to yellow /brown clayey SILT ' I \ ,,
-c.. -(weathered bedrock), tr f sand · -'-"' .,_ -I , , ', .. c.. L ' ' 't -I I ' --L ' ·1 (0 -10.5' sample descriptions taken from Boring B-4) ·,'1 \,. -
--.L 'i~ I y ', -
. --1', It\, . -·" 1, -" 10 -•/, ,,_
-----1-'' ,, -
-'I I'/~ ,, v, • -I/~ "' --,v'._, ' ' -·1;
. ---, I, ,, ' ~,'.: .i', -
--' . --, ' '" --,, ' I
' --,', ... ,, --"'>< /• --,·✓--•I'...
' I ,"/ -,, ---·-r: ,, , ----i -
--~ -...
20 ... >< -'-. _. -·--
'-.L --~ -
+ -. -.. .. r----. . .. -. -------. . . .. -. r---· .. -'-----..
+ --·: -. -.. -. -.. r----. . --. -----
-f---Bottom of Boring -28.5 feet ---... -. ----. --. --... -------------
----.. ------'-L ---1---'--
SHEET OF
t4ORTH CAF,OUNA DEPAR.n .. ~T OF t~A TIJRAL RESOURCES AND co1.-1µuN1TY UEVELOPI.AE'-o'T
FOR OFFICE USE ONLY , DlV~SION OF E,'-IVIAON!.E~Al M.A..NAGEMENT -GAOONOWATER ScCTION
P.O. BOX 27087 -RAL£!GH,N.C. 27611, PHONE (911.) 733-5083
WELL CONSTRUCTION RECORD
1., / [ er Ass,, 1~fes DRILLING CONTRACTOR VY/ 5C>'I .-i31 M "') --v
DRILLER REGISTRATION NUMBER __ _c:g:..._~:__7 _____ _
WELL LOCATION: (Show sketch ol the location b"elow)
Nearest Town: ;V10 ,-;, S V1/l(. /V C
Ko one rs Roa.d.. Morr,1 v,lk, , r ,
(Road. Community, or Subdivision and Lot No.)
owNER K'oppers Co. _I.-,c._
ADDRESS [,,,3,ne•reJ. W'o9J S,,stcr1S.R,t:.~'f
/1/1 //,; (Sueel or Royte No.) ' c..!...!.O rr,sv, c. t!,_C •
Cl~ f'/\}P:;6n Slate Zip Code
DATE DRILLED -~o...,I_I,+/~;·~-USE OF WELi. t<lonitor,-J
TOTAL DEPTH ] /,? ~ CUTTINGS COLLECTED @' Yes O No
:. DOES WELL REPLACE EXISTING WELL? 0 Yes U6No
STATIC WATER LEVEL: //?. rlf FT. Q_,,above TOP OF CASING,
w below
TOP OF CASING IS ~2.~---FT. ABOVE LAND SURFACE.
·. YIELD (gpm): ______ METHOD OF TEST
WATER ZONES (depth): ________________ _
·: CHLORINATION:
;_ CASING:
From 0
From
From
·. GROUT:
Ty/,e
Deoth
To 21.5"
To
To
Depth
Amount
Walt Thickness
Diameter or Weight/Ft. Material
Ft.
...., ii ,,_ (' Ve.
Ft.
Ft.
Material Method
Ouad. No. _______ Serial No. ___ _
Lat. _______ long. ____ Pc __
Minor Basin ____________ _
Basin Code ____________ _
Header Ent. _______ GW-1 Ent. __ _
STATE WELL CONSTRUCTION
PERMIT NUMBER: 11 -02.5S--WA-023b
County: Wc)fe
Depth DRILLING LOG
From To Formalion Description
JI additional space is needed use back of le.rm.
LOCATION SKEiCH
(Sh.ow direc1ion and distance from at least two State Roads,
or other map reference points)
See.
From 0 To 17 Ft.Ce "'eh t .-Behto",te P,"'der
From 17 To / 9 Ft. Seo.I -Best,-,ite. Pe 1/efs
I '
SCREEN:
Deptt1 Diameter Slot Size Material
From 21. ~ To s_l. 5' FI. 2 In. 0. 010 in. eve..
Fr.'.lm To Ft. in. in.
From To Ft. in. In.
GRAVEL PACK:
Oe;:ith Size Material
From / 9 To ]I. f; Ft. 6 It So.,,..J.
From To Ft.
! REl,1ARKS:
I DO HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH tS NCAC 2C, WELL CONSTflUCTION
STANDARDS. ANO THAT A COPY OF THIS RECORD HA BEEN PROVIDED TO E WELL OWNER. . /_ Q . /2. lt Pt
SIGNATURE OF CONTRACTOR OR AGENT DA TE .
MON !TOR ING WELL LOG
PROJECT Raleigh, NC \,'ELL NO. MW-11
DRILLING METHOD Wash Rotary GEOLOGIST S. A. Colton
DRILLER Soil Testing Services DATE 8/19/86
GROUND ELEVATION GROUND WATER DEPTH (ft): GRAVEL PACK '.1, ..... ' . . . . .
TOP OF WELL AT COMPLETION BENTONITE .:.,:_ji,.-]J,,'E,·j·
DEPTH OF WELL (ft) AFTER HOURS BACK FILL --~i}f~}.:~{
CONCRETE 1-... , .... , :.;
'-• • I • · SCREEN ---------CASING MATERIAL 2" P'I' C SCREEN 10' of 0.010" slots
STRATA SAMPLE DESCRIPTION CONSTRUCTION DEPTH DEPTH
Brown clavev SILT, tr f sand, roots '<.: \ , .. ,
• ,'/.! 'I' -
\ Brown ciayey}ILT ·•,j\h white SILT And CLAY IRr!linae, r-•/• .,, , \. . I I ~1; -,,
tr ~~n ,'II ,,,, ... ---,, ' -,,, .. --,,,·, '' -' Brown/Red clayey SIIT (weathered bedrockl, tr f sand ,',{ ''' -----''/ , 'I. -1,, \ ,. ---', ' . ,.' -' ,, 1' 1, -----"' -'I '
. ,,
---' I' I\,
;, ', 'I' -
-' '' ' ' , ,, .. -
10 -(0-10.5 feet sample descriptions taken from Boring B"2)-',, ,, ' --. -'-' ' ',, -'I{ I ' ·-._ ·I-'I' ' -I ' . ' ,,,
I-._ + I, • I' -1-,\ ' ,,
~ l,, ,, '1?' -'·, I--I-t-, ,, '/I -., ..
I,'• ,, -._ ''' -1-":>< -'. I~\ -. -.. ,'I, -'', " -~ -ra -
-~ -----. . ..
20 ---">< ---: .. .__ ··.• --... -1--·--
-1--. ·.• -..
I--.. ------.. -.. ... ----.. -.•: ------.. .. -.. ---'• .. ----.. -•. -: -----i--.. . . -
--1-. .. --
-
--Bottom of Boring -32 feet -
----. -
--------,------.. ---. -------
SHEET OF
NORTH C)..ROUNA DEPAFITMSi...'T Of NATURAL RESOURCES A!-<D COMJ...l'JNITY DEVELOPM<:..~
; ' 'Ol~ISION OF E,o..,rVIROt.:J.EN'TAL f,,.VJ,,'.AGEME."'lT -GAOO~WATER SECTION
FOR OFFICE USE ONLY
P.O. BOX :21ee1 -RALEIGH,N.C. 27~11, PHONE (9HI) 733-5083
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR vii [so" [ ,,.,,. 'Mef•h) Assc, ,~te s
DRILLER REGISTRATION NUMBER _..,_..:.g_:a'_I _____ _
l. WELL LOCATION: (Show sketch of !he location below)
Nearest Town: /Vlor-r,sv,/{r.) JV C.
Ko ooers Roa.d... Mor,.., s v,l/e.
(Road. Community. or S~bdivision and Lot No.)
2. OWNER K'opper5 Co . .rnc.,
ADDRESS tn~1ne•reJ. WooJ Si,sle.MS.f<t'. 5'f
/v1 Ill) [S1ree1 or Royle No) _orr,sv, c. ;v.c
Ci16 p
1
r
9
T
1
?;
6
n S1a1e Zip Code
: 3. DATE DRILLED ---"-o'-'/J.~__,o'-"--USE OF WELL /(lon;for,~)
,. TOTAL DEPTH 30'· r CUTTINGS COLLECTED 0Yes O No
5. DOES WELL REPLACE EXISTING WELL? 0 Yes W"No
5. STATIC WATER LEVEL· /6. 57' FT. 0 jjbove TOP OF CASING,
2_ G:Ybelow TOP OF CASING IS _____ FT. ABOV~ LAND SURFACE.
7, YIELD (gpm): ______ METHOD OF TEST _______ _
5. WATER ZONES (dep1h): ________________ _
9. CHLORINATION:
;Q. CASING;
From 0
From
From
''· GROUT;
From 0
From 15".S-
12. SCREEN:
From 2.0
Fr~m
From
13. GRAVEL PACK;
From / 7. 5"
From
1 4, REMARKS:
Type Amount
Watl Thickness
Depth Diameter or Weighl/F!. Material
To 20 FI. 2" PVC
To FI.
To FI.
Depth Material Melhod
ro !5',5' F1. (e,.,ei,t,i. 6e~.to",te P,wder
To /7,f;° FI. Seo.I-(3eaf,.,ite. Pe llet5
Deptn Diame1er Slot Size Material
To ]O Ft. 2 in.0.010 in. PVC.
To FI. in. in.
To Fl. in. in,
Oep1n Size Ma1erial
To ]o FI. 6 I/ 5 (). ,...J.
To FI.
Ouad. No. _______ Serial No. ___ _
Lat. _______ Long. ____ Pc-
Minor Basin _____________ _
Basin Code _____________ _
Header Ent. _______ GW-1.Ent.-
STATE WELL CONSTRUCTION
PERMIT NUMBER: 'jl -02.5S--h'r\-02.3h
County:
Depth
From To
DRILLING LOG
Forma1ion Description
____ _,_,__,e "'1t«ched sheet
It addi1lonal space is needed use back cl fc.,rm.
LOCATION SKETCti
{Sh_ow direction and distance lrom at least two State Roads,
or other map reference poin1s)
see
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONST UCTION .
STANDARDS, AND THAT A COPY OF THIS RECORD HA BEEN PROVIDED TO E 0 LL OWNER.
!Z 2t fo
SIGNATURE OF CONTRACTOR OR AGENT DATE
MON ITORJNG WELL LOG
PROJECT _ _::_R~al=:.c._ci--"-~h~,_N~c~·---------------WELL NO. MW-12
GEOLOGIST S. A. Colton DRILLING METHOD _ __:_v.as=h:....:.:R_:_o_ta_r_,_y ______ _
DRILLER Soil Testing Services DATE 8/19/86
GROUND ELEVATION ___ _ GROUND WATER DEPTH (ft):
TOP OF WELL. _____ _ AT COMPLETION ____ _
DEPTH OF WELL (ft) AFTER HOURS
CASING MATERIAL
STRATA SAMPLE
DEPTH DEPTH
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2" pyr, SCREEN 10' of 0.010" slots
DESCRIPTION
Red/Brown clayey SILT, tr f sand, tr f rock fragments,
roots
Red/Brown clayey SILT (weathered bedrock),
tr f sand
(0-12.5' sample descriptions taken from Boring B-1)
Bottom of Boring -30.5 feet
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CONSTRUCTION
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SHEET ___ OF
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