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HomeMy WebLinkAbout20160419 Ver 1_Reports_20201103Strickland, Bev From: jim arm <jim_arm@bellsouth.net> Sent: Friday, November 3, 2017 12:14 PM To: Patterson, Jenny Cc: Gregson, Jim; Mairs, Robb L Subject: [External] Carolina Lake 1 of 3 Attachments: SEC Scan.pdf CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to report.spam@nc.gov. Jenny, Thank you for helping with clarifying our future actions for the referenced storm water containment area. As we discussed: 1. Arsenic has been identified in the lake bottom sediments as part of recent dredging operations in concentrations greater than its Industrial/Commercial Health Based Remediation Goals. 2. Material removed from the lake has not been found to contain Arsenic above action limits. 3. No evidence of Arsenic was found in the groundwater beneath the disposal area, nor in the lake water. I am sending the following three reports in three separate emails due to their size: June 17, 2008 - Soil and Environmental Consultants, PA's Sediment Sampling and Water Table Assessment October 9 2017 - ECS Southeast, LLP's Geotechnical Engineering Report October 17, 2017 - ARM's Carolina Lake and WWTP Property Sampling Results We feel confident that the material that has been removed is not, nor will not cause health risks due to Arsenic concentrations. Our only remaining concern is focused on the material still in the bottom of the lake. Let me know if you have questions. I look forward to hearing back. Jim Corvette James L. Cornette, PG, CWD Applied Resource ARM Geothermal ARM Well Drilling '• C• ::i Management, PC Hampstead, NC 28443 910.270.2919 (o) 910.270.2988 (f) 910.512.4890 (c) Carolina Beach Lake Maintenance Project Scoping Meeting Project Narrative Town of Carolina Beach, North Carolina Purpose and Need: The Town of Carolina Beach is seeking guidance, from the regulatory agencies, on federal and state permits that may be required to perform maintenance, dredging/excavation operations in Carolina Beach Lake. The purpose of the proposed maintenance work is to increase the storage capacity of the lake, which is necessary for the following reasons: 1. An increased depth will provide greater storage capacity of the lake and improve infiltration rates, which is necessary for flood control and prevention of the main thoroughfare (US421) and residential and commercial structures surrounding the lake; 2. The increased water depth will allow the Town of Carolina Beach flexibility in the amount of pumping they can do without thoroughly dewatering the feature; and 3. The removal of sediment is anticipated to enhance the physical, biological, and chemical functions of the feature. Location: Carolina Beach Lake is located on the west side of Lake Park Boulevard; just past the downtown area of Carolina Beach and just south of Atlanta Avenue (see Appendix A). Existing Conditions: Carolina Lake is an old salt marsh/lagoon that encompasses approximately 11.5 acres. The feature became an isolated surface water body long before the area was developed. Today the lake is surrounded by development (i.e., commercial and residential building, walking path, roadways, and infrastructure). The impoundment serves several functions. First, it is an amenities feature for the residents and visitors of the island. Second, the lake provides some flood control for the surrounding area. And lastly, the feature traps sediments and pollutants, which are carried by stormwater swales and pipes to the lake, before they can discharge into the ocean or Carolina Beach Harbor. The depth of water in the lake is approximately 18". Based on the features position in the landscape, the formation of the feature and visual inspection, during periods when the lake has been drained, the substrate appears to be comprised of fine silt and organic material. As a result of a stormwater discharge pipe, located on the eastern side of the lake, a sediment plume has formed, allowing hydrophytic vegetation to emerge (see Appendix A). Soil & Environmental Consultants, PA (S&EC), in coordination with the Town of Carolina Beach, the NC Department of Natural Resources (DENR) and the USACE developed a sediment sampling program that would provide data on the presence of RCRA metals and semi -volatile organic compounds. According to the report, the sampled sediment did contain concentrations of several of the RCRA metals, but the concentrations were ruled as naturally occurring and not indicative of gross contamination. One compound was detected in the semi-volatiles analysis (bis-phthatate), but was found to be well below the regulatory maximum for that compound. Shallow soil borings, on the north and south side of the lake, (i) produced an apparent water table of approximately 2 feet below the land surface. Please see Appendix B for details of the report. Project History: The lake is a jurisdictional feature, regulated by the US Army Corps of Engineers (USACE) under Section 404 of the Clean Water Act and Division of Water Resources (DWR). A jurisdictional determination has not been issued for this site. The lake is classified as SC waters and is mostly located in an AE12 flood zone (see Appendix C). According to records obtained from the Town of Carolina Beach, the Division of Coastal Management has determined that the feature is not tidally influenced. Over the years, the lake has become full of sediment and other solids. In an effort to reduce flooding of the lake, the town has created additional stormwater detention ponds, sweep the roads regularly, and maintain stormwater pipes and swales. In addition, the town drains the lake, in advance of anticipated heavy rain events, but even this is proving to be not enough, as the lake has very little storage capacity. In September of 2010, the area experienced extremely heavy rains that were not associated with any tropical storm or hurricane. The lake overflowed its banks. This caused the closure of US421, the main arterial road through the beach community, and flooded numerous homes and businesses in the surrounding area (see Appendix D). Project Description: At this time, the town estimates 6 to 10 feet of sediment will need to be removed from the bottom of the lake. The work is not anticipated to take place within any high velocity flood (VE) zone and excavation is not anticipated to take place within 5 foot of the normal water level. Temporary impacts to 404 wetlands, located along the water's edge, may be necessary to gain access or perform work. Several options, for accomplishing the desired goal, have been discussed. They are as follows: 1. Dredge material and dispose of spoil to an area within the lake; 2. Dredge and dispose a "slurry" sediment to an old equalization basin; 3. Remove and dispose a "cake" sediment to an old equalization basin; and 4. Pump the dredged material to an old equalization basin. The spoil is anticipated to be transported or pumped to the equalization basin, which is on property owned by Military Ocean Terminal Sunny Point (MOTSU) and located approximately 1 mile from the lake (see Appendix E). Purpose for the scoping meeting: The purpose of this meeting is to discuss the logistics of the project, obtain regulatory guidance on the environmental constraints of the work, and establish any permitting that may be required. ! o ' s I n ♦ � : Appendix A Vicinity Map and Current Aerial Photograph Appendix B S&EC Sediment Sampling and Water Table Assessment Soil. & Environmental Consultants, PA 11010 Raven Ridge Road • Raleigh, North Carolina 276I4 • Phone: (919) 846-5900 • Fax: (919) 946.9467 www.SandEC.com Engineering Services, PA Attn: Mr. Brain Cox, PE 578 Village Court Garner, NC 27529 June 17, 2008 S&EC Project # 7-1029.G1 Re: Sediment Sampling and Water Table Assessment - Carolina Beach Lake Dear Mr. Cox: This letter report will document and present the results of the sediment sampling program and a water table assessment completed by Soil & Environmental Consultants, PA (S&EC) for a large storm water retention lake located in Carolina Beach, N. C. Sediment Sampling The Carolina Beach Lake has received accumulation..of sediment over time and the Town now desires to remove and dispose of a significant portion of this sediment. They have previously been in contact with the N. C. Department of Environment and Natural Resources (NCDENR) and the U. S. Army Corps of Engineers (Corp) as to applicable regulations for potential removal and disposal of the sediment and any associated sampling requirements. S&EC was requested by Engineering Services, PA to assist with developing and implementing a sediment sampling program that would assist the Town in meeting their requirements for this proposed undertaking. S&EC consulted and coordinated with the Town, their consulting engineer, NCDENR, and the Corp during the process of developing the sampling program, All parties had input and approved the final sampling program proposed by S&EC. S&EC provided the sampling program in a proposal form to Engineering Services, PA dated May 1, 2008. As best as S&EC could determine, based on the above referenced consultation / coordination, there was no predetermined set of analytical procedures for sediment sampling that applied to the particular work proposed by the Town of Carolina Beach. There was of course the requirement to remove and dispose of the sediment in such a manner that no adverse impacts occur to human health or the environment. S&EC was on site June 4, 2008 to collect the sediment samples from the lake. The lake was divided up into two sections with the intent to collect one composite Charlotte Office: Greensboro Office• 236 LePhillip Court, Suite C 3817-E Lawndale:Drive Concord, NC 28025 Greenshyn NC 2:9455 Phone: (704) 720-9405 Phon<c: (336) 540.8234 Fax: (704) 720-9406 Fa7t: (336) 540-8235 sediment sample from each section. S&EC used a solid trap box device to retrieve sediment from 3 - 4locations within each specified section of the lake. The individual samples were then combined and a composite sample was made up from the mix for each section of the lake. Those samples were immediately placed in jars, stored in a cooler on ice until they could be transported to the lab for analysis. Each composite sample was analyzed for the presence of RCRA metals (EPA Methods 7471 & 601013) and for semi -volatile organic compounds (EPA Method 8270) as per the previous consultation / coordination with all parties as referenced above. Attachment 1 to this memo is a copy of the lab results for both of the composite samples collected, As expected the sediment did contain concentrations of several of the RCRA metals. S&EC reviewed those results and did not find evidence of any gross contamination of RCRA metals in the samples. Most of the metals tested for are naturally occurring in the soil and it is normal to find some concentrations in any natural soil samples. The concentration of lead and arsenic in the samples was higher than concentrations noted by S&EC in other soil samples analyzed for various purposes and from various locations but still within the range of naturally occurring levels. Concentrations of lead, arsenic and other RCRA metals can vary widely from location to location and among different soil types. There was no sampling of soils from "outside" the lake in this case and therefore S&EC cannot comment as to how the metals concentrations in the sediment compare to local "background levels." In any event there is no evidence of gross contamination of metals in the sediment samples. There was only one compound defected in the semi-volatiles analysis, that being a low level of bis-phthalate in Sample "Sed-1". S&EC compared the concentration of that compound detected to maximum levels in NCDENR standards and found that the level was well below the regulatory maximum for that compound. No other semi-volatiles were detected in Sample Sed-1 and no "hits" of any compound were found in Sample Sed-2. S&EC recommends continued consultation and coordination with NCDENR and the Corps as the Town moves forward with plans for cleaning out the lake. S&EC will be glad to continue assistance in this effort as needed. Water Table Assessment S&EC performed shallow (4 to 6 ft) soil borings, one on the north side of the lake and one on the south side of the lake, approximately 25 to 30 ft from the edge of the lake. The soil boring locations were placed outside of pedestrian and vehicular traffic. A sketch map is attached that shows the approximate locations of the soil borings and temporary wells installed by S&EC. The purpose of the soil borings was to describe the soil morphology and identify the seasonal high water table. Soil profile descriptions are provided for each temporary well location (see Attachment 2). Based on the review of the soil cutting, each location had signs of disturbed soil or fill material placed on top of the old natural land surface. Based on the profile description, an old buried "root matt" was noted at 32 inches below land surface. Also the soil morphology colors above the root matt layer had signs of wetness conditions due to low chroma colors. At the locations of the soil borings, S&EC installed a temporary water table monitoring well using a 2 inch PVC well screen with clean sand and a bentonite seal. These wells were developed until "clear water" was noted from each then the wells were allowed to equilibrate for 24 hours. S&EC made measurements to the depth of the apparent water table from each well on June 5 & 6, 2008. Attachment 3 is a copy of the well information. As noted form the well data, the. depth to the water table at TW-1 is 1.85 ft below land surface and at TW-2-it is 2.23 ft below land surface. After the water table depths were recorded, then each temporary well was abandoned, and the borehole was sealed with hole plug. The temporary wells were installed and abandoned under the supervision of a certified well driller. Soil & Environmental Consultants, PA is pleased to be of service in this matter and we look forward to assisting in any site analysis needs you may have in the future. Please feel free to call with any questions or comments. Sincerely, L,),O, Donald L. Wells NC Licensed Soil Scientist Encl: Attachments 1, 2 & 3 Sketch Map 1: 1 Lab Results of Sediment Samples ENVIRONMENTAL SCIENCE CORP. 12065 Lebanon Rd. Mt. Juliet, TN 37122 (615) 758-5858 1-800-767-5859 Fax (615) 750-5859 Tax I.D. 62-0014289 Eat. 1970 Mr. Don Wells Soil 6 Env. Consultants - Raleigh, NC 11030 Raven Ridge Rd, Suite 119 Raleigh, NC 27614 Report Summary Thursday June 12, 2008 Report Number: L348836 Samples Received: 06/05/08 Client Project: 7-1029.G1 The analytical results in this report are based upowlinformaylon an plie by you, the client, and are for your exclusive use ga ave a yl questions regarding this data package, please do o toEntire Report Reviewed B, epr -Sen -a ve Laboratory Cer6fioation Numbers A2LA - 1461-01, AIRA - 09227, AL - 40660, CA - I-2327, CT - PH-0197, FL - E87487 GA - 923 IN - C-TN-01, KY - 90010, KYUST - 0016, NC - ENV375,DW21709, ND - R-140 NJ - TNO62, SC - 84004, TN - 2006, VA - 00109, WV - 233 AZ - 0612, MN - 047-999-395, NY - 11742, WI - 998093910 This report may not be reproduced, except in full, without written approval from Environmental Science Corp. 2 Samples Reported: 06/12/08 16:51 Printed: 06/12/09 19:51 Page 1 of 14 12065 Lebanon Rd. Mt. Juliet, IN 31122 ENVIRONMENTAL 615) (615) 750-553 767-5059 SCIENCE CORP. Fax (615) 758-5859 Tax S.D. 62-0914289 Est. 1970 REPORT OF ANALYSIS Mr. Don Wells June 12,2008 Soil 6 Env. Consultants - Raleigh, 11030 Raven Ridge Rd, Suite 119 Raleigh, NC 27614 Esc Sample 1 L348836-01 Date Received June 05, 2008 Description CAL Site ID Sample ID SED-1 0-6FT Project 3 7-1029.G1 Collected By Don Wells Collection Date : 06/04/08 14:00 Parameter D y Result Dot. Limit Units Method Date D11. Total Solids 15.0 % 2540G O6/11/08 3 Mercury 0.16 0.13 mg/kg 7471 06/08/08 1 Arsenic 20. 0.63 mg/kg 6010E O6/09/08 .1 Barium 24. 0.16 mg/kg 6030B 06/09/08 .1 Cadmium 1.2 0.16 mg/kg 6010B 06/09/08 .1 Chromium 36. 0.32 mg/kg 6010E 06/09/08 .1 Lead ISO 0.16 mg/kg 6030B 06/09/08 .1 Selenium SDL 3.2 mg/kg 6010E 06/12/08 .5 Silver BDL 0.32 mg/kq 60105 06/09/08 .1 Base/Neutral Extractables Acenaphthene BDL 2.1 mg/kg 8270C O6/09/08 1 Acenaphthylene BDL 2.1 mg/kg 8270C D6/09/08 1 Anthracene BDL 2.1 mg/kg 6270C 06/09/00 1 Benzidine BDL 2.1 mg/kq 8270C 06/09/08 1 Benzo(a)anthracene SOL 2.1 mg/k9 8270C O6/09/08 1 Benzo(b)fluoranthene BDL 2.1 mg/kg 8270C 06/09/08 1 Benzo(k)fluoranthene BDL 2.1 mg/kg 8270C 06/09/08 1 Benzo(g,h,i)perylene SOL 2.1 mg/kg 8270C O6109/08 1 Benzo(a)pyrene BDL 2.1 mg/kg 8270C 06/09/08 1 Bis(2-chlorethoxy)methane BDL 2.1 mg/kg 8270C 06/09/08 1 Bis(2-chloroethyl)ether BDL 2.1 mg/kg 8270C D6/09108 1 Sia(2-chloroisopropyl)ether BDL 2.1 mg/kg 8270C O6/09/08 1 4-Bromophenyl-phenylether BDL 2.1 mg/kg 8270C 06/09/06 1 2-Chloronaphthalene BDL 2.1 mg/kg 8270C 06/09/08 1 4-Chlorophenyl-phenyletber BDL 2.1 mg/kg. 8270C 06/09/08 1 Chrysene BDL 2.1 mg/kg 8270C 06/09/08 1 Dibenz(a,h)anthracene SUL 2.1 mg/kg 8270C O6/09/08 1 3.3-Dichlorobenzidine BDL 2.1 mg/kg 0270C 06/09/08 1 2,4-Dinitrotoluene BDL 2.1 mg/kg 8270C 06/09/08 1 2,6-Dinitrotoluene BDL 2.1 mg/kq 8270C 06/09/08 1 Fluoranthene BDL 2.1 mg/kg 8270C 06/09/08 1 Fluorene BDL 2.1 mg/kg 8270C 06/09/08 1 Hexachlorobenzene BDL 2.1 mg/kg. 8270C 06/09/08 1 Hexachloro-1,3-butadiene BDL 2.1 mg/kg 8270C 06/09/08 1 Hexachlorocyclopentadiene SOL 2.1 mg/kg 8270C 06/09/08 1 Hexachloroethane BDL 2.1 mg/kg 8270C 06/09/08 1 Indeno(1,2,3-cd)pyrene SOL 2.1 mg/kg 8270C 06/09/08 1 Isophorone BDL 2.1 mg/kg 8270C O6/09/08 1 Naphthalene SOL 2.1 mg/kg 8270C 06/09/08 1 Nitrobenzene BDL 2.1 mg/kg 8210C 06/09/08 1 o-Nitrasodimethvlamine BDL 2.1 mg/kg 8270C 06/09/08 1 Results listed are dry weight basis. SOL - Below Detection Limit Det. Limit - Practical Quantitation Limit(PQL) Note: This report shall not be reproduced, except in full, without the written approval from ESC. The reported analytical results relate only to the sample submitted Page 2 of 14 ENVIRONMENTAL SCIENCE CORP. 12065 Lebanon Rd. Mt. Juliet, TN 37122 (615) 758-5858 1-800-761-5859 Fax (615) 758-5859 Tax I.D. 62-0014289 Ent, 1970 REPORT OF ANALYSIS Mr. Don Wells June 12,2008 Soil 8 Env. Consultants - Raleigh, 11030 Raven Ridge Rd, Suite 119 Raleigh, NC 27614 ESC Sample 4 L348836-01 Date Received June 05, 2008 Description CBL Site ID Sample ID SED-1 0-6FT Project A 7-1029.G1 Collected By Don wells Collection Date 06/04/08 14:00 Parameter Dry Result Det. Limit Units Method Date Dil. n-Nitrosodiphenylamine BDL 2.1 mg/kg $270C 06/09/08 1 n-Nitrosedi-n-propylamine BDL 2.1 mg/kg 8270C 06/09/08 1 Phenanthrene BDL 2.1 mg/kg 8270C 06/09/08 1 Benzylbutyl phthalate BDL 2.1 .mg/kg 8210C D6/D9/08 1 Bis(2-ethylhexyl)phthalate 3.4 2.1 mg/kg 8270C 06/09/OB 1 Di-n-butyl phthalate BDL 2.1 mg/kg 8270C 06/09/08 1 Diethyl phthalate BDL 2.1 mg/kg 8270C 06/09/08 1 Dimethyl phthalate BDL 2.1 mg/kg 8270C 06/09/08 1 Di-n-octyl phthalate BDL 2.1 mg/kg B270C 06/09/08 1 Pyrene BDL 2.1 mg/kg B270C 06/09/08 1 1,2,4-Trichlorobenzene B➢L 2.1 mg/kg 0270C 06/09/O0 1 Acid Extractables 4-Chlozo-3-methylphenol BDL 2.1 mg/kg 8270C 06/09/08 1 2-Chlorophenol BDL 2.1 mg/kg 8270C 06/09/08 1 2,4-Dichlorophenol BDL 2.1 mg/kg 8270C 06/09/08 1 2,4-Dimethylphenol BDL 2.1 mg/kg 8270C 06/09/08 1 4,6-Dinitio-2-methylphenol BDL 2.1 mg/kg 8270C 06/09/08 1 2,4-Dinitrophenol BDL 2.1 mg/kg 8270C 06/09/OB 1 2-Nitrophenol BDL 2.1 mg/kg 8270C 06/09/08 1 4-Nitrophenol BDL 2.1 mg/k9 8270C O6/09/08 1 Pentachlorophenol BDL 2.1 mg/kg 0270C 06/09/08 1 Phenol BDL 2.1 mg/kg B270C 06/09/08 1 2,4,6-Trichlorophenol BDL 2.1 mg/kg 8270C 06/09/08 1 Surrogate Recovery Nitrobenzene-d5 54.7 $ Rec. 8270C O6/09/08 1 2-Fluorobiphenyl 55.2 $ Rec. 8270C 06/09/08 1 p-Terphenyl-dl4 49.9 $ Rec. 8270C 06/09/08 1 Phenol-d5 79.1 % Rec. 8270C 06/09/08 1 2-Fluorophenol 77.0 % Rec. 8270C O6/09/08 1 2,4,6-Tribromophenol 78.2 % Rec. 8270C 06/09/08 1 Results listed are dry weight basis. BDL - Below Detection Limit Det. Limit - Practical Quantitation Limit(PQL) Note: This report shall not be reproduced, except in full, without the written approval from ESC. The reported analytical results relate only to the sample submitted Reported: 06/12/08 16:51 Printed: 06/12/08 16:51 Page 3 of 14 12065 Lebanon Rd. Mt. Juliet, " 37122 8 615) ( ENVIRONMENTAL 75-5858 615) 7-5858 SCIENCE CORP. Fe. 615 ) 158-5859 Tax I.D. 62-0014289 Ent. 1970 REPORT OF ANALYSIS Mr. Don Wells June 12,200E Soil 6 Env. Consultants - Raleigh, 11030 Raven Ridge Rd, Suite 119 Raleigh, NC 27624 ESC Sample 4 L348836-02 Date Received June 05, 2008 Description CBL Site ID Sample ID SED-2 0-6FT Project ! 7-1029.G1 Collected By Don Wells Collection Date : 06/04/08 15:00 Parameter Dry Result Dar. Limit Unite Method Date Dil. Total Solids 15.6 9 254OG 06/11/08 1 Mercury 0.15 0.13 mg/kg 7471 06/08/08 1 Arsenic 14. 0.64 mg/kg 6010B 06/09/08 .1 Barium 23. 0.16 mg/kg 6010E 06/09/00 .1 Cadmium 0.96 0.16 mg/kg 60100 06/09/08 .1 Chromium 28. 0.32 mg/kg 6010E 06/09/OB .1 Lead 120 0.16 mg/kg 6010E 06/09/OB .1 Selenium BDL 0.64 mg/kg 6010E 06/09/08 .1 Silver BDL 0.32 mg/kg 6010E 06/09/08 .1 Base/Neutral Extractables BDL 21. mg/kg 8270C 06/09/08 SO Acenaphthene Aconaphthylene BDL 21. mg/kg 8270C 06/09/OB 10 Anthzacene BDL 21. mg/kg 8270C 06/09/00 SD 30 Benzidioe BDL 21. mg/kg 8270C 06/09/08 10 Benzo(a)anthracene BDL BDL 21. 21. mg/kg mg/kg 8270C 0270C 06/09/08 06/09/08 10 Benzo(b)fluoranthene Benzo(k)fluoranthene BDL 21. mg/kg 8270C 06/09/08 10 Benzo(g,h,i)pecylene BDL 21. mg/kg 0270C 06/09/OB 10 10 Benzo(a)pyrene BDL 21. mg/kg 8270C 06/09/08 10 Bis (2-chloxethoxy)methane BDL 21. mg/kg 8270C 06/09/08 30 Bis(2-chloroethyl)ether BDL 21. mg/kg 8270C 06/09/08 30 Bis(2-chloroisopropyl)ether BDL 21. mg/kg 8270C 06/09/08 10 4-Bromophenyl-phenylether ROL 21. mg/kg 0270C 06/09/08 10 2-Chloronaphthalene BDL BDL 21. 21. mg/kg mg/kg 8270C 8270C 06/09/OB 06/09/08 10 4-Chlorophenyl-phenylether BDL 21. mg/kg 8270C 06/09/08 10 Chryaene Dibenz(a,h)anthracene BDL 21. mg/kg 8270C 06/09/08 10 10 3,3-Dichlorobenzidine BDL 21. 21. mg/kg mg/kg 8270C 8270C 06/09/08 06/09/08 10 2,4-Oinitrotoluene 2,6-Dinitiotoluene BDL BDL 21. mg/kg 8270C 06/09/08 SO Fluoranthene ROL 21. mg/kg 8270C 06/09/06 06/09/08 10 10 Fluorene BDL BDL 21. 21. mg/kg mg/kg 8270C 8270C 06/09/08 10 Hexachlorobenzene Hexachloro-1,3-butadiene BDL 21. mg/kg 8270C 06/09/08 10 Hexachlorocyclopentadiene BDL 21. mg/kg 8270C 06/09/08 10 1D Hexachloroethane BDL BDL 21. 21. mg/kg mg/kg 8270C 8270C 06/09/08 06/09/08 10 Indeno(1,2,3-cd)pyzene BDL 21. mg/kg 8270C 06/09/08 10 Isophoxone Naphthalene BDL 21. mg/kg 0270C 06/09/08 10 Nitrobenzene BDL 21. mg/kg 8270C 06/09/08 10 n-Nitrosodimethylamine SOL 21. mg/kg 8270C 06/09/08 10 Results listed are dry weight basis. BDL - Below Detection Limit Der. Limit - Practical Quantitation Limit(PQL) Note: This report shall not be reproduced, except in full, without the written approval from ESC. The reported analytical results relate only to the sample submitted L34BB36-02 (M27OBNA) - Dilution due to matrix Page 4 of 14 ENVIRONMENTAL SCIENCE CORP. REPORT OF ANALYSIS Mr. Don Wells Soil 6 Env. Consultants - Raleigh, 11030 Raven Ridge Rd, Suite 119 Raleigh, NC 27614 Date Received June 05, 2008 Description CBL Sample ID SED-2 0-6FT Collected By Don Wells Collection Date 06/04/08 15:00 12065 Lebanon Rd. mt. Juliet, TN 37122 (615) 758-5859 1-800-767-5859 Z(615) 758-5859 I.O. 62-0814289 eat. 1970 June 12,2008 ESC Sample 4 L348B36-02 Site ID Project d 7-1029.G1 Parameter Dry. Result Oct. Limit Units Method Date Dil. n-Nltrosodiphenylamine SOL 21. 21. mg/kg mg/kg 8270C 8270C 06/09/OB 06/09/08 10 10 n-Nitrosodi-n-propylamine BDL BDL 21. mg/kg 8270C 06/09/08 30 Phenanthrene Benzylbutyl phthalate BDL 21. mg/kg B270C 06/09/08 10 Bis(2-ethylhexyl)phthalate BDL 21. mg/kg 8270C 06/09/08 06/09/OB 30 10 Di-n-butyl phthalate BDL BDL 21. 21. mg/kg mg/kg 8270C 8270C 06/09/00 10 Diethyl phthalate Dimethyl phthalate BDL 21. mg/kg 8270C 06/D9/OB SO Di-n-octyl phthalate BDL 21. 21. mg/kg mg/kg 8270C 8270C 06/09/08 06/09/08 10 10 Pyrene 1,2,4-Trichlorobenzene SOL BDL 21. mg/kg 8270C 06/09/08 10 Acid Extractables 4-Chloro-3-methylphenol BDL 21. mg/kg 8270C 06/09/OB SO 2-Chlorophenol BDL 21. mg/kg 8270C 06/09/08 30 2,4-Dichlorophenol SOL 21. mg/kg 8270C 06/09/08 30 2,4-Dimethylphenol SOL 21. mg/kg 8270C 06/09/08 10 4,6-Dinitro-2-methylphenol BDL 21, mg/kg 8270C 06/09/08 10 2,4-Dinitrophenol BDL 21. mg/kg 8270C 06/09/08 10 2-Nitropheno] BDL 21. mg/kg 8270C 06/09/08 10 4-Nitrophenol BDL 21. mg/kg 8270C 06/09/08 10 Pentachlorophenol BDL 21. mg/kg 8270C 06/09/08 10 Phenol BDL 21. mg/kg 8270C 06/09/00 10 2,4,6-Trichlorophenol BDL 21. mg/kg 8270C 06/09/OB 10 Surrogate Recovery Nitrobenzene-d5 71.9 4 Rec. 8270C 06/09/08 10 2-Fluorobiphenyl 81.0 t Rec. 8270C 06/09/08 30 85.3 8 Rec. 8270C 06/09/08 30 p-Terphenyl-dl4 88.4 1 Rec. 8270C 06/09/08 10 Phenol-d5 80.4 % Rec. 8270C 06/09/08 10 2-Fluorophenol 2.4.6-Trlbromoohenol 98.0 1 Rec. 8270C 06/09/08 30 Results listed are dry weight basis. BDL - Below Detection Limit ➢et. Limit - Practical Quantitation Limit(PQL) Note: This report shall not be reproduced, except in full, without the written approval from ESC. The reported analytical results relate only to the sample submitted Reported: 06/12/OB 16:51 Printed: 06/12/OB 16:51 L348836-02 (SV027OBNA) - Dilution due to matrix Page 5 of 14 Attachment A List of Analytes with QC Qualifiers Sample d Analyte L348836-01 Benzo(a)antbracene n-Nitrosodi-n-propylamine Benzylbutyl phthalate L348836-02 Acenaphthene Acenaphthylene Anthracene Benzidine Benzo(a)anthracene Benzo(b)fluoranthene Benzo(k)fluoranthena Benzo(g,h,i)perylene Benzo(a)pyrene Bia(2-chlorethoxy)methane Bis(2-chloroethyl)ether Bis(2-chloroieopropyl)eth 6-Dinitrotoluene Fluorene Benzylbutyl phthalate Bia(2-ethylhexyl)phthalate Di-n-butyl phthalate Diethyl phthalate Dimethyl phthalate Di-n-octyl phthalate Pyrene 4,6-Trichlorophenol Qualifier J3 J3 174 0 0 0 0 J30 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J30 0 J40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 6 of 14 Attachment B Explanation of QC Qualifier Codes Qualifier Meaning J7 The associated batch QC was outside the established quality control range for precision. O (ESC) Sample diluted due to matrix interferences that impaired.the ability to make an accurate analytical determination. The detection limit is elevated in order to reflect the necessary dilution. Jq The associated batch QC was outside the established quality control range for accuracy. Qualifier Report Information ESC utilizes sample and result qualifiersasset forth by the EPA Contract Laboratory Program and as required by most certifying- bodies including NELAC. In addition to the EPA qualifiers adopted by ESCt. we have implemented ESC qualifiers to providemore information pertaining to our analytical results. Each qualifier is designated inthe qualifier. explanation as either EPA or ESC. Data qualifiers are intended to provide, the ESC client with more -detailed. informatics concerning the potential bias of reported data. Because of the wide range of constituents and variety of matrices incorporated. by most EPA methods, it is common for some compounds to fall outside of established ranges.. These exceptions .are evaluated and all reported data is Valid and equable unless qualified as ,R' (Rojected). Definitions Accuracy - The relationship of the observed value of a known sample to the true value of a known sample. Represented by percent recovery and relevant to samples such as: control samples, matrix 'pike recoveries, surrogate recoveries, etc. Precision - The agreement between a set of samples or between duplicate samples. Relates to how close together the results are and is represented by Relative Percent Differrence. Surrogate - Organic compounds that are similar in chemical composition, extraction, and chromotogrephy to analytea of interest. The surrogates are used to determine the probable response of the group of analytas that are chem- ically related to the surrogate compound. Surrogates are added to the sample and carried through all stages of preparation and analyses. TIC - Tentatively Identified Compound: Compounds detected in samples that are not target compounds, internal standards, system monitoring compounds, or surrogates. Page 7 of 14 Summary of Remarks For Samples Printed 06/12/00 at 16:51:45 TSR Signing Reports: 134 R5 - Desired TAT Sample: L348836-01 Account: SOILENV Received: 06/05/08 09:00 Due Date: 06/12/08 00:00 APT Date: 06/12/08 16:51 Sample: L346036-02 Account: SOILENV Received: 06/05/00 09:00 Due Date: 06/12/08 00:00 RPT Date: 06/12/08 16:51 12065 Lebanon Rd. Mt. Juliet, TB 37122 (615) -5959 ENVIRONMENTAL 761 1-090-7-5959 Fax (615) 759-5959 SCIENCE CORP. Tax T.D. 62-0914299 Est. 1970 Soil & Env. Consultants - Raleigh, NC Mr. Don Wells 11030 Raven Ridge Rd, Suite 119 Quality Assurance Report Level II Raleigh, NC 27614 June 12, 2008 L39B836 Laboratory Blank Analyte Result Units Date Analyzed Batch _ 1,2,4-Trlchlorobenzene < .33 ppm 06/07/08 15:43 15:43 WG365020 WG365020 2, 4,6-Trichlorophenol < .33 ppm 06/07/08 06/07/08 15:43 WG365020 2,4-Dlchlorophenol < < .33 ppm 06/07/08 15:43 WG365020 2,4-Dimethylphenol 2,4-Dinitrophenol < .33 .33 ppm ppm 06/07/08 15:43 NG365020 2,4-Dinitrotoluene < .33 ppm 06/07/08 15:43 15:43 WG365020 WG365020 2,6-Dinitrotoluene < < .33 ppm 06/07/08 D6/07/OB 15:43 WG365020 2-Chloronaphthalene < .33 ppm ppm 06/07/08 15:43 WG365020 2-Chloropphenol 2-Vitropphenol < .33 .33 ppm 06/07/08 15:43 WG365020 3,3-Dichlorobenzldine < .33 ppm 06/07/08 15:43 15:43 WG365020 WG365020 4,6-Dinitro-2-methylphenol < .33 ppm 06/07/08 06/07/08 5:43 WG365020 9-Bxomophanylether ppm 06/07/OB 15:43 WG365020 oh 4-Chlor3-metenyl-pylphenol 4-Chloropphenyyl-phenylether < < < .33 .33 ppm ppm 06/07/08 06/07/08 15:43 15:43 WG365020 WG365020 4-Nitrophenol Acenaphthene < .33 .33 ppm ppm 06/07/08 15:43 WG365020 Acenaphthylene < .33 ppm 06/07/08 06/07/08 15:43 15:43 NG365020 WG365020 Anthracene Benzidine < < .33 .33 ppm ppm 06/07/08 15:43 WG365020 Benzo(a)anthracene < .33 ppm 06/07/08 15:43 15:43 WG365020 WG365020 Benzo(a)pyrene Benzo(b)fluoranthene < < .33 .33 ppm 06/07/08 ppm 06/07/08 15:43 WG365020 Benzo(g,h,i)perylene < .33 ppm 06/07/08 06/07/08 15:43 15:43 WG365020 WG365020 Benzo(k)fluoranthene < < .33 ppm ppm 06/07/08 15:43 WG365020 Benzyylbutyl phthalate Bis(2-chlorethox9)methane < .33 .33 ppm 06/07/08 15:43 WG365020 Bie(2-chloroethyl)ether < .33 ppm 06/07/08 06/07/08 15:43 15:43 WG365020 WG365020 Bis(2-chloroisopproppyl)ether < < .33 ppm 06/07/OS 15:43 WG365020 Bls.(2-ethylhexyl)phthalate Chrysene < .33 .33 ppm ppm 06/07/08 15:43 WG365020 Di-n-butyl phthalate < .33 ppm 06/07/08 06/07/08 15:43 15:43 WG365020 WG365020 Di-n-octyl phthalate < < .33 ppm ppm 06/07/08 15:43 WG365020 Dibenz(a,h)anthracene < .33 ppm 06/07/08 15:43 WG365020 Diethyl phthalate Dimethyl phthalate < .33 .33 ppm 06/07/08 15:43 WG365020 Fluoranthene < .33 ppm 06/07/08 06/07/08 15:43 15:43 WG365020 WG365020 Fluorene Hexachloro-1,3-butadiene < < .33 .33 ppm ppm 06/07/08 15:43 WG365020 Hexachlorobenzene < .33 ppm 06/07/08 06/07/08 15:43 15:43 WG365020 WG365020 Hexachlorocyclopentadiene < .33 ppm 06/07/08 15:43 WG365020 Hexachloroethane Indeno(1,2,3-cd)pyrene < < .33 .33 ppm ppm 06/07/08 15:43 WG365020 Isophorone < .33 ppm 06/07/08 06/07/08 15:43 15:43 WG365020 WG365020 n-Nitrosodi-n-ppropylamine < < .33 ppm 06/07/08 15:43 WG365020 n-Nitrosodimethylamine < .33 ppm ppm 06/07/OB 15:43 WG365020 n-Nitrosodiphenylamine < .33 ppm 06/07/08 15:43 WG365020 Naphthalene Nitrobenzene < .33 .33 ppm %07/O8 15:43 WG365020 Pentachlorophenol < .33 ppm 06/07/08 O6/07/08 15:43 15:43 NG365020 WG365020 Phenanthrene < < .33 ppm ppm 06/07/08 15:43 WG365020 Phenol .33 06/07/08 15:43 WG365020 Pyrene < .33 ppm Arsenic < 1 mg/kg 06/09/OB 04: 40 WG365074 Barium < .25 mg/kg 06/09/OB 04:40 WG365074 Cadmium < .25 mg/kg 06/09/08 04:40 WG365074 Chromium < .5 mg/kg 06/09/08 04:40 WG365074 Lead < 25 mg/kg 06/09/08 04:40 WG365074 Selenium < 1 mg/kg 06/09/08 04:40 WG365074 Page 8 of 14 1205S Lebanon Rd. Mt. Joliet, TN 37122 ENVIRONMENTAL (615) 7-595 1-800-761 -5859 SCIENCE CORP. Tax (615) 758-5855 Tan I.D. 62-0814289 Eat. 1970 Soil S Env. Consultants - Raleigh, NC Mr. Don Wells 11030 Raven Ridge Rd, Suite 119 Quality Assurance Report Level II Raleigh, NC 27614 June 12, 2008 L348836 Silver < 5 me/kg 06/09/08 04.40 WG365074 Laboratory Blank Analvte Result Units Date Analyzed Batch Mercury < .02 mg/kg 06/08/08 14:49 WG365087 Total Solids < .1 6 06/11/08 10:09. WG365645 Duplicate Analvte Units Result Duplicate RID Limit Ref Samo Batch Arsenic mg/kg 0..00 0.00 0.00 20 L340877-03 WG365074 Barium mg/kg 0..480 0.630 27.0 20 L348877-03 WG365074 Cadmium mg/kg 0.00 0.0740 NA 20 L348877-03 WG365074 Chromium mg/kg 0.00 0.500 NA 20 L348877-03 WG365074 Lead mg/kg 0,334 0.380 12.9 20 L348877-03 WG365074 Selenium mg/kg 0.00 0.00 0.00 20 L348877-03 WG365074 Silver mg/kg 0.00 0.00 0.00 20 L348877-03 WG365074 Mercury mg/kg 0.00 0.00 0.00 20 L348877-01 WG365087 Total Solids _ 8 76.9 17.0 0.171 5 L348841-07 WG365645 Anal to Laboratory Control Units Known Val Sample Result 8 Rae Limit Batch 1,2,4-Trichlorobenzene ppm .333 0.203 0.212 61.0 63.5 46-99 56-109 WG365020 WG365020 2,4,6-Trichlorophenol ppm .333 0.212 63.8 54-107 WG3455020 2,4-Dichlorophenol 2,4-Dimethylphenol ppm ppm .333 .333 0.216 64.9 58-119 WG365020 2,4-Dinitropheno). ppm .333 0.252 75.6 16-130 WG365020 2,4-Dinitrotoluene ppm .333 0.232 69.7 67.2 53-120 56-113 WG365020 WG365020 2,6-Dinitrotoluene ppm .333 0,224 0.212 63.6 55-103 WG365020 2-Chloronaphthalene ppm .333 0.210 63.0 52-108 NG36502D 2-Chloropphenol 2-Nitrophenol ppm ppm .333 .333 0.192 57.6 38-110 WG365020 3,3-Dichlorobenzidine ppm .333 0.216 64.9 24-123 WG365020 4,6-Dinitro-2-methylphenol ppm .333 0.241 72.4 34-111 WG365020 4-Bromophenyl-phenylether ppm .333 0.216 0.217 64.9 65.1 47-98 54-116 WG365020 WG365020 4-Chloro-3-methylphenol 4-Chloropphenyyl-phenylether ppm ppm .333 .333 0.235 70.5 55-106 WG36502D 4-Nitrophant, ppm .333 0.216 65.0 34-123 NG365020 Acenaphthene ppm .333 0.207 62.2 54-102 NG365020 Acenaphthylene ppm .333 0.219 65.8 56-104 NG365020 Anthracene ppm .333 0..241 72.2 57-112 NG365020 Benzidine ppm .333 0.00304 0.913 0-13 WG365020 Benzo(a)anthracene ppm .333 0.217 65.1 68.6 55-105 59-114 WG355020 WG365020 Benzo(a)pyrene ppm .333 0.229 0.215 64.6 44-116 WG365020 Benzo(b)fluoranthene ppm .333 0.240 72.1 41-127 WG365020 Benzo(gg h,i)perylene ppm .333 0.218 65.3 36-119 WG365020 Be nzo(k)fluoranthene Benzyylbutyl phthalate ppm ppm .333 .333 0.181 54.5 57-130 WG365020 Bis(2-chlorethoxyy)methane ppm .333 0.225 67.7 50.8 52-107 38-115 NG365020 WG365020 Bis(2-chlorcethyl)ether ppm .333 0.196 0.219 65.6 49-106 WG365020 Bis(2-chloreisoproppyl)ether ppm .333 0.173 51.9 50-130 WG365020 Bis(2-ethylhexyl)phthalate ppm .333 0.225 67.5 54-103 WG365020 Chr sene Di-n-butyl phthalate ppm ppm .333 .333 0.211 63.3 56-121 WG365020 Di-n-octyl phthalate ppm .333 0.199 0.242 59.7 72.7 50-128 42-128 WG365020 WG365020 Dibenz(a,h)anthracene ppm .333 0,212 63.7 57-110 WG365020 Diethyl phthalate Dimethyl phthalate ppm ppm .333 .333 0.233 70.1 57-108 WG365020 Fluoranthene ppm .333 0.230 69.0 51-109 WG365020 Page 9 of 14 ENVIRONMENTAL SCIENCE CORP. Soil k Env. Consultants - Raleigh, NC Mr. Don Wells 11030 Raven Ridge Rd, Suite 119 Raleigh, NC 27614 Quality Assurance Report Level II L348836 12065 Lebanon Rd. Mt. Juliet, TH 37122 (615) 158-5058 1-800-761-5859 Fax (615) 758-5859 Tax I.D. 62-0814289 Eat. 1970 June 12, 2008 Fluorene ppm.333 0.233 69.8 53-106 NG365020 Laboratory Control Sample Anal to Units Known Val Result L Rao Limit Batch Hexachloro-1,3-butadiene ppm .333 0.217 65.0 46-110 WG365020 Hexachlorobenzene ppm .333 0.224 67.2 51-117 WG365020 Hexachlorocyclopentadiene ppm .333 0.239 71.7 21-127 WG365020 Hexachloroethane ppm .333 0.190 57.0 43-104 WG365020 Indeno(1,2,3-cd)pyrene ppm .333 0.245 73.6 42-127 NG365020 Isophorone ppm .333 0.211 63.5 56-116 WG365020 n-Nitrosodi-n-propylamine ppm .333 0.202 60.8 54-113 WG365020 n-Nitrosodimethylamine ppm .333 0.201 60.3 35-111 WG365020 n-Nitrosodiphenylamine ppm .333 0.270 81.1 66-126 WG365020 Naphthalene ppm .333 0.200 60.2 46-97 WG365020 Nitrobenzene ppm .333 0.189 56.9 46-102 WG365020 Pentachlorophenol ppm .333 0.200 60.0 37-118 WG365020 Phenanthrene ppm .333 0.224 67.2 56-102 WG365020 Phenol ppm .333 0.223 67.1 55-115 WG365020 Pyrene ppm .333 0.183 54.9 53-111 WG365020 Arsenic Barium Cadmium Chromium Lead Selenium Silver Mercury Total Solids mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 4 192 420 70.1 168 113 176 115 8.77 50 105. 410. 68.1 164, 108. 171. 84.4 10.1 49.0 96.4 97.6 97.1 97.6 95.6 97.2 73.4 115. 99.6 78.6-120 NG365074 78.8-121 WG365074 78.5-121 WG365074 80.4-120 WG365074 77.3-122 WG365074 75.6-125 WG365074 66-133.9 WG365074 71.6-127 WG365087 65-115 WG365645 Laboratory Control Sample Duplicate Anal to Units LCSD Res Ref Res RPD Limit %Rec Batch 1, 2,4-Trichlorobenzene ppm 0.227 0,203 11.1 24 66 WG365020 2,4,6-Trichlorophenol ppm 0.224 0.212 5.74 20 67 WG365020 2,4-Dichlorophenol ppm 0.235 0.212 9.92 21 70 WG365020 2,4-Dlmethylhenol ppm 0.242 0.216 11.2 23 73 WG365020 2.,4-Dinitropgenol ppm 0.273 0.252 8.31 45 82 WG365020 2,4-Dinitrotoluene ppm 0.272 0.232 15.7 23 82 WG365020 2,6-Dinitrotoluene ppm 0.260 0.224 14.8 22 78 WG365020 2-Chloronaphthalene ppm 0.242 0.212 13.2 20 73 WG365020 2-Chloropphenol ppm 0.237 0.210 12.3 24 71 WG365020 2-Nitrophenol ppm 0,215 0,192 11.4 24 65 NG365020 3,3-Dichlorobenzidine ppm 0.256 0.216 16.9 35 77 WG365020 4,6-Dinitro-2-methylphenol ppm 0.262 0.241 8.44 33 79 WG365020 4-Bromophenyl-phenylether ppm 0.229 0.216 5.92 23 69 WG365020 4-Chloro-3-methylphenol ppm 0.253 0.217 15.5 23 76 WG365020 4-Chloropphenyl-phenylether ppm 0.272 0.235 14.9 22 82 NG365020 4-Nitrophenol ppm 0.251 0.216 14.7 36 75 WG365020 Acenaphthene ppm 0.239 0.207 14.3 20 72 WG365020 Acenaphthylene ppm 0.249 0.219 12.7 20 75 WG365020 Anthracene ppm 0.277 0.241 14.2 21 83 NG365020 Benzidine ppm 0.0027 0.0030 8.58 50 1 NG365020 Benzo(a)anthracene ppm 0.272 0.217 22.6 21 82 WG365020 Benzo(a)pyrene ppm 0.268 0.229 15.9 22 80 WG365020 Benzo(b)fluoranthene ppm 0.236 0.225 9.33 33 71 VIG365020 Benzo(g, h,i)perylene ppm 0.299 0.240 21.7 29 90 WG365020 Benzo(k)fluoranthene ppm 0.261 0.218 18.1 37 78 NG365020 Benzylbutyl phthalate ppm 0.219 0.181 18.9 27 66 WG365020 Bis(2-chlorethoxy)methane ppm 0.244 0.225 7.83 21 73 WG365020 Bis(2-chloroethyl)ether ppm 0.227 0.196 14.6 28 68 WG365020 Page 10 of 14 ENVIRONMENTAL SCIENCE CORP. Soil 6 Env. Consultants - Raleigh, NC Mr. Don Wells 11030 Raven Ridge Rd, Suite 119 Quality Assurance Report Level II Raleigh, NC 27614 L348836 12065 Lebanon Rd. Mt. Juliet, TR 37122 (615) 758-5858 1-800-767-5859 Paz (6151 758-5059 Tax I.D. 62-0814289 Eat, 1970 June 12, 2008 Bis(2-chloroisopropyl)ether ppm 0 220 0 219 4.21 25 68 WG365020 Laboratory Control Sample Duplicate Anal to Units LCSD Res Ref Res RPD Limit %Rec Batch Matrix Spike Analyte Units MS Res Ref Res TV % Rue Limit Ref Samp Batch 2,4-Trichlorobenzene 4,6-Trichlorophenol 4-Dichlorophenol Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene ppm 0.225 0.00 .333 67.7 37-104 ppm 0.241 0.00 .333 72.5 27-128 ppm 0.247 0.00 .333 74.1 39-116 ppm 0.273 0.00 .333 82.0 50-119 ppm 0.279 0.00 .333 83.9 10-123 ppm 0.260 0..00 .333 78.2 52-121 ppm 0. 267 0.00 .333 80.1 53-114 ppm 0.221 0.00 .333 66.4 52-101 ppm 0.262 0.00 .333 78.6 41-112 ppm 0.231 0.00 .333 69.4 23-117 ppm 0. 0731 0.00 .333 21.9 10-133 ppm 0. 276 0.00 .333 83.0 10-124 ppm 0.147 0.00 .333 44.2 37-103 ppm 0.249 0.00 .333 74.7 52-119 ppm 0.198 0.00 .333 59.6 53-105 ppm 0.219 0.00 .333 65.6 15-140 ppm 0.207 0.00 .333 62.1 52-102 ppm 0.236 0.00 .333 70.9 54-103 PIER 0.190 0.00 .333 56.9 55-114 ppm 0. 0007 0.00 .333 0.2 0-45 ppm 0.126 0.00 .333 37.8 37-124 ppm 0. 122 0.00 .333 36.7 44-129 ppm 0.117 0.00 .333 35.2 28-135 ppm 0.118 0.00 .333 35.4 25-123 ppm 0.119 0.00 .333 35.9 41-116 ppm 0. 123 0.00 .333 36.9 45-143 ppm 0.266 0.00 .333 80.0 40-108 ppm 0. 256 0.00 .333 76.8 36-115 ppm 0.258 0.00 .333 77.6 44-109 ppm 0.0800 0.00 .333 24.0 40-128 ppm 0.140 0.00 .333 41.9 39-119 Page 11 of 14 WG365020 NG365020 WG365020 NG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 NG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 ENVIRONMENTAL SCIENCE CORP. Soil i Env. Consultants - Raleigh, NC Mr. Don Wells 11030 Raven Ridge Rd, Suite 119 Quality Assurance Report Level II Raleigh, WC 27614 L348836 12065 Lebanon Rd. Mt. Sulietp TR 37122 (615) 758-5858 1-800-161-5059 Fax (615) 758-5659 Tax I.O. 62-0814289 Eat. 1970 June 12, 2008 Di-n-but 1 phthalate m 0.155 0.00 .333 46.5 49-121 L348367-14 NG365020 Matrix Spike A alvto Units MS Res Rof Res TV b As. Limit Ref Samp_ Batch Pyrene ppm 0. 0039 0.00 .333 25.2 40-132 ppm 0.118 0.00 .333 35.6 29-123 ppm 0.247 0.00 .333 74.2 51-113 ppm 0.273 0.00 .333 82.1 54-108 ppm 0.166 0.00 .333 50.0 23-143 ppm 0.218 0.00 .333 65.4 53-107 ppm 0.196 0.00 .333 58.8 39-113 ppm 0.154 0.00 .333 46.2 49-108 ppm 0.166 0.00 .333 49.9 10-131 ppm 0.286 0.00 .333 85.9 25-118 ppm 0.115 0.00 .333 34.4 28-125 ppm 0.258 0.00 .333 77.5 51-115 ppm 0.257 0.00 .333 77.2 54-110 ppm 0.226 0.00 .333 67.9 20-116 ppm 0.277 0.00 .333 83.3 54-138 ppm 0. 241 0.00 .333 72.3 41-100 ppm 0.223 0.00 .333 67.0 40-102 ppm 0.268 0.00 .333 80.6 10-146 ppm 0.180 0.00 .333 53.9 37-125 ppm 0. 274 0.00 .333 82.4 52-111 ppm 0.125 0.00 .333 37.6 22-151 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 NG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020; WG365020 Arsenic mg/kg 51.7 0.00 50 50 103. 104. 75-125 75-125 L348877-03 L348877-03 WG365074 WG365074 Barium mg/kg mg/kg 52.8 51.9 0.630 0.0740 50 104. 75-125 L348877-03 NG365074 Cadmium mg/kg 50..6 0.500 50 100. 75-125 L348877-03 WG365074 Chromium mg/kg 51.8 0.380 50 103. 75-125 L348877-03 NG365074 Lead Selenium mg/kg 49.3 0.00 50 98.6 98.6 75-125 75-125 L348877-03 L348877-03 WG365074 NG365074 Silver mg/kg 49.3 0.00 50 348877-01 WG365087 Mercury mg/kgmg/kg Matrix Spike Duplicate Units MSD Rea Ref Res RPD Limit %Rec Ref Samp Batch Anal to 2, 4, Benzo(a)anthxacene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g, h,i)perylene ppm 0.227 0.225 0.848 26 68.3 ppm 0.271 0.241 11.6 31 81.4 ppm 0.269 0.247 8.48 23 80.7 ppm 0.295 0.273 7.57 27 88.5 ppm 0. 248 0.279 12.0 42 74..4 ppm 0.248 0.260 4.97 23 74.4 ppm 0.241 0.267 10.1 22 72.4 ppm 0.222 0.221 0.145 20 66.5 ppm 0.269 0.262 2.61 27 80.7 ppm 0.225 0.231 2.60 31 67.7 ppm 0, 0966 0.0731 27.8 41 29.0 ppm 0.278 0.276 0.772 38 83.6 ppm 0.170 0.147 14.3 23 51.0 ppm 0.266 0.249 6.72 24 79.9 ppm 0.206 0.198 3.62 20 61.7 ppm 0.260 0.219 17.2 40 78.2 ppm 0. 222 0.207 7.12 23 66.7 ppm 0.292 0.236 2.40 22 72.7 ppm 0.191 0.190 0.547 21 57.2 ppm 0.0005 0.0007 33.6 50 0.156 ppm 0.131 0.126 3.89 33 39.3 ppm 0.123 0.122 0.865 27 37.0 ppm 0.104 0.117 11.8 33 31.2 ppm 0.123 0.118 4.04 35 36.9 Page 12 of 14 NG365020 WG365020 NG365020 WG365020 NG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365D20 KG365020 WG365020 WG365020 WG365020 NG365020 WG365020 WG365020 WG365020 WG365020 WG365020 WG365020 12065 Lebanon Rd. Mt. Juliet, TN 37122 7 615) ( ENVIRONMENTAL 767-5859 615) 8-5859 SCIENCE CORP. Fox (615) 758-5859 Tax I.D. 62-0814289 Eat. 1970 Soil & Env. Consultants - Raleigh, NC Mr. Don Wells 11030 Raven Ridge Rd, Suite 119 Quality Assurance Report Raleigh, NC 27614 Level II June 12, 2008 L398836 Benzo(k)fluoranthene ___.. m 0.132 0.119 10.0 34 39.6 L348367-14 WG365020 Analyte Matrix Spike Duplicate' Units Mon Res Ref Rea RFD Limit %Roo Ref Same Batch Benzyylbutyl phthalate ppm 0.132 0.123 1.15 39 39.7 L348367-14 WG365020 Bia(2-chlorethoxpp)methane ppm 0.279 0.266 4.51 23 83.7 L348367-14 NG365020 Bis(2-chloroethyl)ether ppm 0.249 0.256 2.85 30 74.6 L348367-14 NG365020 Bis(2-chloroisopproppyl)ether ppm 0.246 0.258 4.93 27 34 73,9 27.2 L348367-14 L348367-14 WG365020 WG365020 Bis(2-ethylhexyl)phthalate Chrysene ppm ppm 0.0904 0.151 0.0800 0.140 12.2 7.80 31 45.3 L348367-14 WG365020 Di-n-butyl phthalate ppm 0.163 0.155 5.22 22 49.0 L348367-14 WG365020 Di-n-octyl phthalate ppm 0.0915 0.0839 8.71 27 27.5 L348367-14 WG365020 Dibenz(a,h)anthracene ppm 0.124 0.118 4.87 30 37.4 L348367-14 WG365020 Diethyl ppm 0.268 0.247 8.20 21 80.6 L348367-14 WG36502D phthalate Dimethyl phthalate ppm 0.303 0.273 10.3 23 91.0 L348367-14 WG365020 Fluoranthene ppm 0.166 0.166 0.446 29 49.8 L348367-14 WG365020 Fluorene ppm 0.221 0.216 1.41 22 66.3 L348367-14 WG365020 Hexachloro-1,3-butadiene ppm 0.186 0,196 4.85 26 56.0 L348367-14 WG365020 Hexachlorobenzene ppm 0.169 0.154 9.06 27 50.6 L348367-14 WG365020 Hexachlorocyclopentadiene ppm 0.172 0.166 3.58 39 51.7 L348357-14 NG365020 Hexachloroethane ppm 0.243 0.286 16.3 35 73.0 L348367-14 NG365020 Indeno(1,2,3-cd)pyrene ppm 0.119 D.115 4.10 32 35.9 L348367-14 WG365020 Isephorone ppm 0.266 0.258 3.17 22 00.0 L34B367-14 WG365020 n-Nitrosodi-n-ppropylamine ppm 0.251 0.257 2.58 23 75.2 L348367-14 WG365020 n-Nitrosodimethylamine ppm 0.213 0.226 5.92 38 63.9 L34B367-14 WG365020 n-Nitrosodiphenylamine ppm 0.291 0.277 4.64 26 87.2 L340367-14 WG365020 Naphthalene ppm 0.248 0.241 2.93 26 74.4 L348367-14 WG365020 Nitrobenzene ppm 0.214 0.223 4.03 24 64.4 L348367-14 WG365020 Pentachlorophenol ppm 0.258 0.260 3.83 35 77.6 L348361-14 WG365020 Phenanthrene ppm 0.107 0.180 4.20 27 56.2 L348367-14 WG365020 Phenol ppm 0.274 0.274 0.0146 22 82.4 L348367-14 WG365020 Pyrene ppm 0.129 0.125 3.00 38 38.7 L348367-14 WG365D20 Arsenic mg/kg 50.2 51.7 2.94 20 100. L348877-03 NG365074 Barium mg/kg 51.0 52.8 3.47 20 101. L348877-03 WG365074 Cadmium mg/kg 49.9 51.9 3.93 20 99.7 L348877-03 WG365074 Chromium mg/kg 49.1 50.6 3.01 20 97.2 L34B877-03 NG365074 Lead mg/kg 50.3 51.0 2.94 20 99.8 L348877-03 WG365074 Selenium mg/kg 47.3 49.3 4.14 20 94.6 L348877-03 WG365074 Silver mg/kg 47.6 49.3 3.51 20 95.2 L348877-03 WG365074 Mercury mg/kg 0.236 0.248 4.96 20 94.4 L348877-01 WG365087 Batch number /Run number / Sample number cross reference WG365087: R382245: L348836-01 02 WG365020: R383224: L348836-01 02 WG365074: R383785: L348836-01 02 WG365645: R384605: L348836-01 02 Calculations are performed prior to rounding of reported values Page 13 of 14 ENVIRONMENTAL SCIENCE CORP. 12065 Lebanon Rd. mt. Juliet, Tw 37122 (615) 750-585B 1-800-767-5859 Fax 1615) 75B-5859 Tax I.D. 62-0814289 Est. 1970 Soil 6 Env. Consultants - Raleigh, NC Mr. Don Wells 11030 Raven Ridge Rd, Suite 119 Quality Assurance Report Level II Raleigh, NC 27614 June 12, 2008 L390036 The data package includes a summary of the analytic results of the quality control samples required by the SW-846 or CWA methods. The quality control samples include a method blank, a laboratory control sample, and the matrix spike/matrix spike duplicate analysis. If a target parameter is outside the method limits, every sample that is effected is flagged with the appropriate qualifier in Appendix B of the analytic report. Method Blank - an aliquot of reagent water carried through the entire analytic process. The method blank results indicate if any possible contamination exposure during the sample handling, digestion or extraction process, and analysis. Concentrations of target analytes above the reporting limit in the method blank are qualified with the "B" qualifier. Laboratory Control Sample - is a sample of known concentration that is: carried through the diges Linn/extraction and analysis process. The. percent recovery, expressed as a: percentage of the theoretical concentration, has statistical control 'limits .indicating that :.the analytic process In in control". If a target analyte is 'outside the control limits for the. laboratory control .sample or any .other. control sample, the parameter is flagged with a "J4" qualifier for. all effected samples. and aide the method matrix .spike/m lar a "J5" or ;a seen the matrix meries is all t. the effects .e - is two aliquots of an .th known concentrations of of the target analytes If any recoveries that are the :matrix If the R are flagged Page 14 of 14 a JU « { \� ! \\ 7§:2 jgo { §§ �~ �§ { j } � ) \ ƒ ) / ' \ . �-- £ , § \ \\ k > �\\ \ » / E � \ ) , \`®a# ° , # j {CO cl !2!/& . y �o $. 4 \} - �^ 2 \ ƒ` !I9L/ 7 J !\ \ ( I� ) ® . I , E k) .! I! 2 k � \ . , £ + 9 ) � » < a | § ; ) ) ) k k k ,. Fes{ # 2J7 7 # ,! \ \ } 1 Soil Profile Descriptions / \ / � k U) 7 F LU / o - .� # <!= m §(/ k \ \ IL $ a } f , ) ) I ] e A ƒ 0) e a) � £ k } / / / \ ) > > > | $ \ \ ) ) ) 9 M -0 )| 5 c / 3 ] e ca \0 ® ® / ( \ \ / i a a w w w \ \ ¥ \ / m + 2�° C \ k E< o a k 0 q§ o a s n 'n e � i Appendix C FEMA Flood Zone Map "=r-'�-:t.: '' �• -o*3f .�� maw Ar a9;i7.'-'•••i.4.a�tisyy ' • � �.' .:. - „mil h r L.. -::y. ��-'`.�;.•�t. �y�i_�''..a.�'q � � ��w 8' r Q • r/6M�m. 4rRajF'. e�. .r at sly. r`� ,4 .'iw i. � it y •� w •tr • �-- •�F�� :i41ti# ZIP h. 1 1 IQ fi r � t at . ? riv eat .`r.�■�i • �r•r fI r t �► • • 1 • w r -_..A •r r 4 r a • ■7Fj�� . ��� rrw rr ti . e' .yti ti rr I ti �i/ •✓lQ.■i :iH2F 'w- 3' i'�-��x- ♦ .7 aM a . rY rY .,. r,. %.., r 1 �''^r a r r� ♦ r r r y : U � i f e. F •%. / y r $'' � Y i +v, �-y ; 1tr w = n' Q . � � • r � [Ca ilY f L■a n .,�"n r'�"', - e"�� r Q • I �' O - � w it•4tii ■• �R�r'F � 1 t tri FI � ''�•y'. � - :, �• sa � , � w K. Qr ■1 L `+.r r ..� fT,.� .� r r .�. r �• i n to '�. �+4> � ��i' , •JI -.. �. ►. • i r ,. 1'Y. c P r 4j x 1/iV'f _ _S~i u+1H1•±Sv4i ` m,. El *r W Ra � le Y • •ry-\ Appendix D 2010 Flood Photos I Appendix E Carolina Beach Equalization Basin Facility � - 1 -` j's t Y