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Home My WebLink About10036_South End Transit_soil_sampling_result_excavation_work_plan-final-3-12-2012 Professional Service Industries, Inc. ● 5021 West W.T. Harris Boulevard, Charlotte, NC 28269 ● Phone 704.598.2234 ● Fax 704.598.2236 March 12, 2012 VIA EMAIL ONLY Mr. Tony Duque NC Brownfields Program 1646 Mail Service Center, Room 3409-K Raleigh NC 27699-1646 RE: Post Construction Soil Sampling Report and Soil Excavation Work Plan Proposed Transit-Oriented, Multi-Family Residential Project, Southline Apartments 140 Remount Road Charlotte, North Carolina PSI Project Number: 0457116 Brownfields Project Number # 10036-06-60 Dear Mr. Duque: Southline Apartments is located in the northeast quadrant of Remount Road and Dunavant Street in Charlotte, North Carolina, is currently under construction. Since the site is being redeveloped the Mecklenburg County on-line GIS system lists the site address as 140 Remount Road, Charlotte, North Carolina. Pursuant to previous correspondence with and approval by the Brownfields Program, PSI completed soil sampling activities, which were outlined in the February 8, 2012 Post Construction Soil Sampling Plan. This plan was submitted to the North Carolina Department of Environment and Natural Resources (NCDENR) Brownfields Program and approved on February 10, 2012. This soil sampling event was designed to assist in supporting revisions to certain soil management restrictions on the site. A copy of a letter from Van Buren Law regarding the proposed changes is attached as Appendix A. Summary of Post Construction Soil Sampling Background As outlined in the approved Post Construction Soil Sampling Plan, the site was divided into six (6) sampling areas. Each sampling area contains post-construction pervious areas where residual soil is exposed and areas where less than 2-feet of fill material is present. Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 2 of 12 Figure 1 depicts the designated sample areas and approximate locations of each soil test boring. Six (6) composite soil samples (one from each sampling area). Each composite sample was composed of between three (3) and six (6) discrete soil samples were collected in each area (See Figure 1). The frequency of the discrete soil samples was determined based on the depth of the existing fill material in each of the respective sampling areas, or lack thereof. More samples were collected in areas where native soil is exposed than in areas where less than two feet of fill material was placed. The remaining pervious areas which are not included in the six sampling areas are documented to have greater than 2-feet of fill material. The fill material has been previously tested and certified as acceptable by NCDENR. Drilling and sampling operations were directed by a PSI field supervisor, and all field personnel were OSHA trained in accordance with 29 CFR 1910.120. Subsurface drilling activities, equipment decontamination, sample collection, field documentation, sample custody and laboratory analyses were conducted in general accordance with methods prescribed by the Environmental Protection Agency (EPA) and NCDENR. Drilling was conducted with a direct push rig (i.e. a Geoprobe®) and laboratory analysis was performed by a North Carolina certified laboratory. The top 2-feet of soil was collected from each of the soil test borings. A portion of each soil sample collected was placed in a container (a sealed bag) for field screening of volatile organic compounds (VOCs). Once the field screening portion of the sample was collected another portion of the soil sample was placed in laboratory provided sampling containers and labeled. Once each individual soil sample was placed in the appropriate discrete sample containers; the remaining soil from each soil sample within a designated sample area was mixed together to generate the composite soil sample for that area. Each of the composite samples were placed in laboratory provided jars and labeled. The soil samples were then placed in shipping containers, packed in ice, and shipped to a North Carolina certified laboratory under proper chain-of-custody protocol. Each of the composite soil samples were analyzed for semi-volatile organic compounds (SVOCs) by EPA Method 8270D. One or two discrete soil samples from each sample area were analyzed for VOCs by EPA Method 8260B. If the laboratory results indicated that the respective composite soil sample had detected SVOC constituents above the NCDENR Inactive Hazardous Site Branch (IHSB) preliminary residential health-based soil remediation goals (SRGs), each of the individual (discrete) soil samples for that composite sample(s) was Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 3 of 12 analyzed for SVOCs. Similarly, if the laboratory results indicated that any of the discrete samples had VOC constituents above the preliminary residential health-based SRGs, each of the remaining discrete samples in the sample area would be analyzed for VOCs. Twenty-six (26) soil test borings were advanced at the site. Three (3) soil test borings were advanced in Area-1 (Area-1-SS-1, Area-1-SS-2, and Area-1-SS-3), three (3) soil test borings were advanced in Area-2 (Area-2-SS-1, Area-2-SS-2, and Area-2-SS-3), four (4) soil test borings were advanced in Area-3 (Area-3-SS-1, Area-3-SS-2, Area-3-SS-3, and Area-3-SS- 4), four (4) soil test borings were advanced in Area-4 (Area-4-SS-1, Area-4-SS-2, Area-4-SS- 3, and Area-4-SS-4), six (6) soil test borings were advanced in Area-5 (Area-5-SS-1, Area-5- SS-2, Area-5-SS-3, Area-5-SS-4, Area-5-SS-5, and Area-5-SS-6), and six (6) soil test borings were advanced in Area-6 (Area-6-SS-1, Area-6-SS-2, Area-6-SS-3, Area-6-SS-4, Area-6-SS-5, and Area-6-SS-6). Continuous soil samples were collected along the entire length of each borehole using a Geoprobe® Macro-Core® Soil Sampler. The Macro-Core® sampling apparatus consists of a two-inch inside diameter (ID) by five-foot long stainless- steel hollow rod, which is lined with a disposable clear acetate liner. Soil selected for sampling is retained within the disposable liner, which can be removed from the sampling instrument for visual inspection of the soil column, sample collection, and/or field screening and analysis. The field screening of the soil samples ranged between 0 parts per million (PPM) and 0.9 PPM. Soil samples were submitted for chemical analysis to Con-Test Analytical Laboratory in East Longmeadow, Massachusetts. The soil samples were analyzed for either:  VOCs by EPA Method 8260B,  SVOCs by EPA Method 8270D, The soil samples with analytical results at or above the method detection limits (MDLs) are summarized in Table 1. A soil sampling location map displaying all soil boring locations is presented as Figure 1. Copies of the Laboratory Analytical Reports and Chain of Custody are provided in Appendix B and C. The following soil sampling summary is based on the NCDENR-IHSB preliminary health- based residential soil remediation goals (SRGs) dated January 2012. VOC Soil Sampling Results – (Discrete Samples Only): Discrete soil samples from Area-1(Area-1-SS-1), Area-2 (Area-2-SS-3), Area-3 (Area-3-SS- 1), Area-4 (Area-4-SS-1), Area-5 (Area-5-SS-1 and Area-5-SS-6), and Area-6 (Area-6-SS-1 Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 4 of 12 and Area-6-SS-5) were collected and analyzed for VOCs by EPA Method 8260B. The laboratory analytical results reported that acetone, cis-1,2-dichloroethylene, terachloroethylene, 1,1,-trichlorethylene, and trichloroethylene were detected in soil sample Area-5-SS-1 above laboratory detection limits but far below the NCDENR IHSB preliminary residential health-based SRGs. The laboratory results also indicated that p-Isopropyltoluene (p-Cymene) was detected at 0.01 ppm above laboratory method detection limits. The laboratory results indicate that the VOCs were not detected above laboratory method detection limits in the remaining discrete soil samples. Composite Soil Samples: The laboratory analytical results reported that the SVOCs benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene, benzo(k)fluoranthene, dibenz(a,h)anthacene, and indeno(1,2,3-cd)pyrene, were detected above the NCDENR-IHSB preliminary health-based residential SRGs in composite soil sample Area-1-CS-1. The laboratory analytical results also reported that the SVOCs acenaphthene, anthracene, carbazole, chrysene, dibenzofuran, floranthene, fluorine, naphthalene, phenanthene, and pyrene, were detected above laboratory method detection limits but below the NCDENR IHSB preliminary health-based residential SRGs in composite soil sample Area-1-CS-1. Benzo(g,h,i)perylene was also detected above laboratory method detection limits. The laboratory results indicate that the SVOCs were not detected above laboratory method detection limits in the remaining composite soil samples. Since the composite soil sample analysis for Area-1 reported concentrations of SVOCs constituents above the NCDENR IHSB preliminary health-based residential SRGs, each of the discrete soil samples collected in the area were analyzed for SVOCs. The laboratory results of the discrete soil samples indicated that only soil sample Area-1-SS-3 had SVOCs at concentrations above the NCDENR IHSB preliminary health-based residential SRGs. Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 5 of 12 Impacted Soil Delineation Around Soil Test Boring Area-1-SS-3 Based on the post construction soil sampling results, it was determined that the soil in the area of soil test boring Area-1-SS-3 would need to be removed and replaced with clean fill soil (previously certified by DENR). To determine the limits of impacted soil in the area of soil boring Area-1-SS-3, PSI collected additional soil samples. Based on the location of soil test boring Area-1-SS-3, it was determined that the limits of the soil excavation were defined in the east and west directions by impervious structures, the building slab of the proposed structure and the proposed sidewalk (within the City Right-A-Way) respectively. However, the limits of impacted soil in the north and south direction had not been defined. Figure 2 depicts the approximate locations of the soil borings advanced to further delineate the impacted soil around soil test boring Area-1-SS-3. Since the analytical results of the confirmatory soil samples reported only SVOC concentrations above the NCDENR IHSB preliminary health- based residential SRGs, the delineation soil samples were only analyzed for SVOCs by EPA method 8270C. The soil samples with analytical results at or above the MDLs are summarized in Table 1. A copy of the Laboratory Analytical Reports and Chain of Custody are provided in Appendix C. On February 22, 2012, PSI collected four (4) soil samples (Area-1-SS-3-NW-1, Area-1-SS-3- NW-1A, Area-1-SS-3-SW-1, and Area-1-SS-3-SW-1A) in the area of soil test boring Area-1- SS-3. The soil samples were collected utilizing a stainless steel hand auger. The hand auger was decontaminated between each soil test boring. The borings were advanced to approximately 2-feet below existing ground surface. Two (2) soil samples (Area-1-SS-3-NW- 1 and Area-1-SS-3-NW-1A) were collected approximately 10-feet and 15-feet north of soil test boring Area-1-SS-3, respectively. Two additional soil samples (Area-1-SS-3-SW-1 and Area-SS-3-SW-1A) were collected approximately 10-feet and 15-feet south of soil test boring Area-1-SS-3, respectively. Each of the soil samples were placed in laboratory provided containers, labeled, placed in shipping containers packed in ice, and shipped to a North Carolina certified laboratory under proper chain-of-custody protocol. The laboratory analytical results reported that soil sample Area-1-SS-3-NW-1 had no SVOC constituents above method detection limits. Since this sample established a northern boundary for the SVOC exceedance, soil sample Area-1-SS-3-NW-1A was not analyzed. However, the laboratory results indicated that soil sample Area-1-SS-3-SW-1 had SVOCs constituents above method detection limits and NCDENR IHSB preliminary residential health- based SRGs. Based on the analytical results PSI notified the laboratory by e-mail authorizing Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 6 of 12 the analysis of soil sample Area-1-SS-3-SW-1A. The laboratory analytical results reported that soil sample Area-1-SS-3-SW-1A also had SVOC constituents above the method detection limits and the NCDENR IHSB preliminary residential health-based SRGs, and PSI was authorized to collect additional soil samples to the south of soil sample Area-1-SS-3-SW- 1A. On February 29, 2012, PSI mobilized to the site to collect an additional two (2) soil samples (Area-1-SS-3-SW-2 and Area-1-SS-3-SW-3). These soil samples were collected approximately 10-feet and 20-feet south of soil sample Area-1-SS-3-1A. Each of the soil samples were collected utilizing a stainless steel hand auger. The hand auger was decontaminated between each soil test boring. The borings were advanced to approximately 2-feet below existing ground surface. See Figure 2 for approximate boring locations. The soil samples were placed in laboratory provided containers, labeled, placed in shipping containers packed in ice, and shipped to a North Carolina certified laboratory under proper chain-of-custody protocol. The laboratory analytical results of soil sample Area-1-SS-3-SW-2 reported SVOC constituents detected above method detection limits but below the NCDENR IHSB preliminary residential health-based SRGs. Since the analytical results for soil sample Area- 1-SS-3-SW-2 are below the NCDENR IHSB preliminary residential health-based SRGs PSI did not authorize the laboratory to analyze soil sample Area-1-SS-3-SW-3. Based on the laboratory analytical results of the soil samples collected for delineating impacted soil in the area of soil test boring Area-1-SS-3, PSI has developed the following soil excavation work plan. Soil Excavation Work Plan of Impacted Soil Around Soil Test Boring Area-1-SS-3 Based on the above soil sampling and chemical analysis, an area approximately 35-feet by 13-feet by 2 feet in depth will be excavated in the area of soil test boring Area-1-SS-3. Figure 2 depicts the approximate limits of the proposed soil excavation. Since grading activities have started at the site, the on-site grade contractor (Blyth) will be utilized to excavate the impacted soil. PSI personnel will be on-site to provide field oversight during excavation, loading, and backfilling activities. The soil will be excavated and loaded into dump trucks. Each load of soil will be manifested prior to leaving the site for off-site disposal. The excavated soil will be transported to the Republic Waste CMS Landfill located next to the Charlotte Motor Speedway in Cabarrus County, North Carolina. Following the Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 7 of 12 removal of the impacted soil the excavation will be backfilled with clean fill soil from the off- site borrow area which was approved by the NCDENR Brownfields Section in January 2012. Following the removal of the impacted soil, PSI will submit a letter report summarizing the excavation and backfilling activities to the NCDENR Brownfields Program. JLB Southline, LLC seeks approval of the excavation work plan above as soon as possible to avoid construction delays. JLB Southline, LLC also would like confirmation that the Brownfields Program concurs that the data collected during this Post Construction Soil Sampling Work Plan supports a simplification of soil management restriction via revised land use restrictions. JLB Southline will submit a set of proposed revised land use restrictions for the site to the Brownfields Program early next week. If you have any questions regarding this correspondence please feel free to contact me. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Bryan M. Lucas Paul Wachsmuth, P.E. (GA) Senior Project Manager Principal Consultant Cate Landry, P.E. Department Manager Enclosures Sample Location Maps Cc: Mr. Scott Schlosser (via email only, w/encls) Carol Jones Van Buren, Esq. (via email only, w/encls) Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 8 of 12 TABLE Ta b l e 1 : G r e e n S p a c e C o n f i r m a t o r y S o i l A n a l y t i c a l D a t a S u m m a r y ( V O C a n d S V O C D e t e c t e d P a r a m e t e r s O n l y ) No r t h e a s t Q u a d r a n t o f R e m o u n t R o a d a n d D u n v a n a t S t r e e t 82 6 0 C - VO C s 82 6 0 C - VO C s 82 6 0 C - VO C s 82 6 0 C - VO C s 82 6 0 C - VO C s 82 6 0 C - VO C s 82 7 0 D - SV O C s 82 7 0 D - SV O C s 82 7 0 D - SV O C s 82 7 0 D - SV O C s 82 7 0 D - SV O C s 82 7 0 D - SV O C s 82 7 0 D - SV O C s 8270D - SVOCs8270D - SVOCs8270D - SVOCs8270D - SVOCs8270D - SVOCs8270D - SVOCs8270D - SVOCs8270D - SVOCs8270D - SVOCs8270D - SVOCs Bo r i n g Lo c a t i o n Sa m p l e I D Da t e Co l l e c t e d (m / d d / y y ) Sa m p l e De p t h (f t B G S ) AR E A - 1 A R E A - 1 - C S - 1 2 / 1 4 / 2 0 1 2 0 ' - 2 ' N A F N A F N A F N A F N A F N A F 1 . 7 2 . 4 4. 4 3 . 3 6 . 1 1. 3 1.9 1.8 4 . 1 0.42 J 0.91 8 . 4 1 . 8 1.7 1.2 8 . 1 6 . 8 AR E A - 1 A R E A - 1 - S S - 1 2 / 1 4 / 2 0 1 2 0 ' - 2 ' < 0 . 0 1 9 < 0 . 0 0 0 6 4 < 0 . 0 0 0 6 4 < 0 . 0 0 1 0 < 0 . 0 0 0 8 0 < 0 . 0 0 0 7 2 < 0 . 1 0 < 0 . 1 0 < 0 . 1 0 < 0 . 1 2 < 0 . 1 2 < 0 . 0 9 1 < 0 . 1 3 < 0 . 1 0 < 0 . 1 0 < 0 . 0 9 0 < 0 . 1 0 < 0 . 0 9 0 < 0 . 1 2 < 0 . 0 9 0 < 0 . 0 9 0 < 0 . 1 0 < 0 . 1 3 AR E A - 1 A R E A - 1 - S S - 2 2 / 1 4 / 2 0 1 2 0 ' - 2 ' S N A S N A S N A S N A S N A S N A < 0 . 1 0 < 0 . 1 0 < 0 . 1 0 < 0 . 1 2 < 0 . 1 2 < 0 . 0 9 0 < 0 . 1 3 < 0 . 1 0 < 0 . 1 0 < 0 . 0 9 1 < 0 . 1 0 < 0 . 0 9 1 < 0 . 1 2 < 0 . 0 9 1 < 0 . 0 9 1 < 0 . 1 0 < 0 . 1 3 AR E A - 1 A R E A - 1 - S S - 3 2 / 1 4 / 2 0 1 2 0 ' - 2 ' S N A S N A S N A S N A S N A S N A 0 . 1 5 J 0 . 2 4 0. 4 6 0 . 3 7 0 . 5 8 0. 1 8 J 0 . 2 3 0 . 1 8 J 0 . 4 6 < 0 . 0 9 0 < 0 . 1 0 1 0 . 1 4 J 0.21 J 0.094 J 0 . 8 2 0 . 7 3 AR E A - 1 A R E A - 1 - S S - 3 - N W - 1 2 / 2 2 / 2 0 1 2 0 . 8 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 1 1 < 0 . 1 1 < 0 . 1 1 < 0 . 1 2 < 0 . 1 2 < 0 . 0 9 3 < 0 . 1 3 < 0 . 1 1 < 0 . 1 1 < 0 . 0 9 3 < 0 . 1 1 < 0 . 0 9 3 < 0 . 1 2 < 0 . 0 9 3 < 0 . 0 9 3 < 0 . 1 1 < 0 . 1 3 AR E A - 1 A R E A - 1 - S S - 3 - S W - 1 2 / 2 2 / 2 0 1 2 0 . 8 ' - 2 ' N A F N A F N A F N A F N A F N A F 0 . 1 9 J 0 . 3 3 0. 8 2 1 . 1 1 . 5 1. 2 0 . 4 7 0 . 2 3 0 . 7 3 0.28 <0.10 1 . 6 0 . 1 5 J 1.3 <0.091 1 . 2 2 AR E A - 1 A R E A - 1 - S S - 3 - S W - 1 A 2 / 2 2 / 2 0 1 2 0 . 8 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 1 0 < 0 . 1 0 0. 5 7 0 . 6 5 0 . 9 4 0. 2 9 0 . 3 9 < 0 . 1 0 0 . 5 9 < 0 . 0 9 0 < 0 . 1 0 0 . 4 9 < 0 . 1 2 0.32 <0.090 0 . 1 4 J 0 . 2 9 AR E A - 1 A R E A - 1 - S S - 3 - S W - 2 2 / 2 9 / 2 0 1 2 0 . 8 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 1 1 < 0 . 1 1 0 . 1 2 J < 0 . 1 2 0 . 1 3 J < 0 . 0 9 2 < 0 . 1 3 < 0 . 1 1 0 . 1 2 J < 0 . 0 9 2 < 0 . 1 1 0 . 2 1 J < 0 . 1 2 0 . 1 1 J < 0 . 0 9 2 0 . 1 5 J 0 . 2 1 J AR E A - 2 A R E A - 2 - C S - 1 2 / 1 4 / 2 0 1 2 0 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 1 0 < 0 . 1 0 < 0 . 1 0 < 0 . 1 1 < 0 . 1 1 < 0 . 0 8 9 < 0 . 1 3 < 0 . 1 0 < 0 . 1 0 < 0 . 0 8 9 < 0 . 1 0 < 0 . 0 8 9 < 0 . 1 1 < 0 . 0 8 9 < 0 . 0 8 9 < 0 . 1 0 < 0 . 1 3 AR E A - 2 A R E A - 2 - S S - 3 2 / 1 4 / 2 0 1 2 0 ' - 2 ' < 0 . 0 1 8 < 0 . 0 0 0 6 3 < 0 . 0 0 0 6 3 < 0 . 0 0 1 0 < 0 . 0 0 0 7 9 < 0 . 0 0 0 7 1 S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A AR E A - 3 A R E A - 3 - C S 2 / 1 5 / 2 0 1 2 0 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 0 9 8 < 0 . 0 9 8 < 0 . 0 9 8 < 0 . 1 1 < 0 . 1 1 < 0 . 0 8 5 < 0 . 1 2 < 0 . 0 9 8 < 0 . 0 9 8 < 0 . 0 8 5 < 0 . 0 9 8 < 0 . 0 8 5 < 0 . 1 1 < 0 . 0 8 5 < 0 . 0 8 5 < 0 . 0 9 8 < 0 . 1 2 AR E A - 3 A R E A - 3 - S S - 1 2 / 1 5 / 2 0 1 2 0 ' - 2 ' < 0 . 0 1 8 < 0 . 0 0 0 6 1 < 0 . 0 0 0 6 1 < 0 . 0 0 0 9 8 < 0 . 0 0 0 7 6 < 0 . 0 0 0 6 8 S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A AR E A - 4 A R E A - 4 - C S 2 / 1 5 / 2 0 1 2 0 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 0 9 4 < 0 . 0 9 4 < 0 . 0 9 4 < 0 . 1 1 < 0 . 1 1 < 0 . 0 8 2 < 0 . 1 2 < 0 . 0 9 4 < 0 . 0 9 4 < 0 . 0 8 2 < 0 . 0 9 4 < 0 . 0 8 2 < 0 . 1 1 < 0 . 0 8 2 < 0 . 0 8 2 < 0 . 0 9 4 < 0 . 1 2 AR E A - 4 A R E A - 4 - S S - 1 2 / 1 5 / 2 0 1 2 0 ' - 2 ' < 0 . 0 2 6 < 0 . 0 0 0 9 0 < 0 . 0 0 0 9 0 < 0 . 0 0 1 5 < 0 . 0 0 1 1 < 0 . 0 0 1 0 S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A AR E A - 5 A R E A - 5 - C S - 1 2 / 1 4 / 2 0 1 2 0 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 1 0 < 0 . 1 0 < 0 . 1 0 < 0 . 1 2 < 0 . 1 2 < 0 . 0 9 1 < 0 . 1 3 < 0 . 1 0 < 0 . 1 0 < 0 . 0 9 1 < 0 . 1 0 < 0 . 0 9 1 < 0 . 1 2 < 0 . 0 9 1 < 0 .091 < 0 . 1 0 < 0 . 1 3 AR E A - 5 AR E A - 5 - S S - 1 2 / 1 4 / 2 0 1 2 0 ' - 2 ' 0 . 0 2 2 J 0 . 0 0 1 2 J < 0 . 0 0 0 6 0 0 . 0 0 2 9 0 . 0 0 0 7 8 J 0 . 0 1 2 S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A AR E A - 5 A R E A - 5 - S S - 6 2 / 1 4 / 2 0 1 2 0 ' - 2 ' < 0 . 0 2 0 < 0 . 0 0 0 6 9 < 0 . 0 0 0 6 9 < 0 . 0 0 1 1 < 0 . 0 0 0 8 6 < 0 . 0 0 0 7 7 S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A AR E A - 6 A R E A - 6 - C S - 1 2 / 1 4 / 2 0 1 2 0 ' - 2 ' N A F N A F N A F N A F N A F N A F < 0 . 1 0 < 0 . 1 0 < 0 . 1 0 < 0 . 1 2 < 0 . 1 2 < 0 . 0 9 0 < 0 . 1 3 < 0 . 1 0 < 0 . 1 0 < 0 . 0 9 0 < 0 . 1 0 < 0 . 0 9 0 < 0 . 1 2 < 0 . 0 9 0 < 0 . 0 9 0 < 0 . 1 0 < 0 . 1 3 AR E A - 6 A R E A - 6 - S S - 1 2 / 1 4 / 2 0 1 2 0 ' - 2 ' < 0 . 0 1 9 < 0 . 0 0 0 6 6 0 . 0 1 < 0 . 0 0 1 1 < 0 . 0 0 0 8 3 < 0 . 0 0 0 7 5 S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A AR E A - 6 A R E R A - 6 - S S - 5 2 / 1 4 / 2 0 1 2 0 ' - 2 ' < 0 . 0 1 8 < 0 . 0 0 0 6 1 < 0 . 0 0 0 6 1 < 0 . 0 0 0 9 9 < 0 . 0 0 0 7 6 < 0 . 0 0 0 6 8 S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A 12 , 0 0 0 3 2 N E 0 . 5 5 0 6 4 0 0 . 8 8 6 8 0 3 , 4 0 0 0 . 1 5 0 . 0 1 5 0 . 3 8 N E 1 . 5 N E 1 5 0 . 0 1 5 1 6 4 6 0 4 6 0 0 . 1 5 3 . 6 N E 3 4 0 NO T E S 9. N E = N o t e s t a b l i s h e d 10 . N A F = N o t a n a l y z e d f o r 3. N C D E N R = N o r t h C a r o l i n a D e p a r t m e n t o f E n v i r o n m e n t a n d N a t u r a l R e s o u r c e s 6. S V O C s = s e m i - v o l a t i l e o r g a n i c c o m p o u n d s BO L D 7. < = l e s s t h a n t h e s t a t e d m e t h o d d e t e c t i o n l i m i t 8. S R G s = s o i l r e m e d i a t i o n g o a l s 1. f t . B G S = f e e t b e l o w g r o u n d s u r f a c e 4. I H S B = I n a c t i v e H a z a r d o u s S i t e B r a n c h 5. V O C s = v o l a t i l e o r g a n i c c o m p o u n d s 2. R e s u l t s r e p o r t e d i n m g / k g = m i l l l i g r a m s p e r k i l o g r a m Re s u l t s M e e t o r E x c e e d t h e N C D E N R - I H S B P r e l i m i n a r y R e s i d e n t i a l H e a l t h - B a s e d S R G s ( R e s i d e n t i a l P S R G ) 12 . J = D e t e c t e d b u t b e l o w t h e R e p o r t i n g L i m i t ( l o w e s t c a l i b r a t i o n s t a n d a r d ) ; t h e r e f o r e , r e s u l t i s a n e s t i m a t e d c o n c e n t r a t i o n ( C L P J - F l a g ) PhenanthrenePyrene NC D E N R - I H S B P r e l i m i n a r y R e s i d e n t i a l H e a l t h - B a s e d S R G s (J a n u a r y 2 0 1 2 ) Fluorene A c e n a p h t h e n e Dibenz(a,h)anthracene Naphthalene Dibenzofuran Fluoranthene Indeno(1,2,3-cd)pyrene A n t h r a c e n e B e n z o ( b ) f l u o r a n t h e n e B e n z o ( a ) a n t h r a c e n e B e n z o ( a ) p y r e n e Pr o p o s e d S o u t h l i n e M u l t i - F a m i l y D e v e l o p m e n t Ch a r l o t t e , M e c k l e n b u r g C o u n t y , N o r t h C a r o l i n a PS I P r o j e c t N o . 0 4 5 7 - 1 1 6 An a l y t i c a l M e t h o d Co n t a m i n a n t o f C o n c e r n T r i c h l o r o e t h y l e n e A c e t o n e c i s - 1 , 2 - D i c h l o r o e t h y l e n e T e t r a c h l o r o e t h y l e n e p - I s o p r o p y l t o l u e n e ( p - C y m e n e ) 1 , 1 , 1 - T r i c h l o r o e t h a n e 11 . S N A = S a m p l e N o t A n a l y z e d Carbazole B e n z o ( k ) f l u o r a n t h e n e B e n z o ( g , h , i ) p e r y l e n e Chrysene Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 9 of 12 FIGURES 0 4 5 7 1 1 6 1 S i t e A r e a s a n d B o r i n g L o c a t i o n s I n f o r m a t i o n T o B u i l d O n Engineering Con s u l t i n g T e s t i n g P r o p o s e d T r a n s i t - O r i e n t e d , M u l t i - F a m i l y R e s i d e n t i a l P r o j e c t 1 4 0 R e m o u n t R o a d C h a r l o t t e , N o r t h C a r o l i n a C h e c k e d : S c a l e : 1 " = 1 2 0 ' B . L u c a s D r a w n : C . M o r a n 0 4 5 7 1 1 6 - 3 . d w g P r o j e c t N u m b e r : 3 - 8 - 1 2 D a t e : F i g u r e : AREA-1 A R E A - 2 AREA-5 A R E A - 6 A R E A - 3 A R E A - 4 0 4 5 7 1 1 6 2 S o i l S a m p l e L o c a t i o n / P r o p o s e d E x c a v a t i o n P l a n I n f o r m a t i o n T o B u i l d O n Engineering Con s u l t i n g T e s t i n g P r o p o s e d T r a n s i t - O r i e n t e d , M u l t i - F a m i l y R e s i d e n t i a l P r o j e c t 1 4 0 R e m o u n t R o a d C h a r l o t t e , N o r t h C a r o l i n a C h e c k e d : S c a l e : 1 " = 6 0 ' B . L u c a s D r a w n : C . M o r a n 0 4 5 7 1 1 6 - 3 . d w g P r o j e c t N u m b e r : 3 - 8 - 1 2 D a t e : F i g u r e : AREA-1-SS-3SW-2 ( 2 5 ' - S S = 3 ) AREA-1-SS-3SW-1 A ( 1 5 ' - S S = 3 ) AREA-1-SS-3SW - 1 ( 1 0 ' - S S = 3 ) A R E A - 1 - S S - 3 AREA-1-SS-3 N W - 1 ( 1 0 ' - S S = 3 ) P R O P O S E D E X C A V A T I O N L I M I T S Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 10 of 12 APPENDIX A VAN BUREN LAW, PLLC February 8, 2012 VIA EMAIL AND FED EX 2-DA Y Mr. Tony Duque Brownficlds Program, Division of Waste Management NCDENR 401 Oberlin Road Raleigh, NC 27605 RE: Southline Apartments Project Located on Remount Road, Dunavant Street and Hawkins Street in Charlotte, North Carolina and Comprising a Portion of Brownfields Project # 10036-06-60 (the "Property") Dear Tony: Please find enclosed a proposed Post-Construction Soil Sampling Work Plan for DENR's review and comment. As we have previously discussed, JLB Southline, LLC ("JLB") desires to simplify the soil management land use restrictions (Land Use Restrictions #5 and #6) in the Brownfields Agreement for the Property. Originally, the Brownfields Agreement was prepared to accommodate a wide variety of potential uses for the Property. The end use for the Property is now known and specific construction plans in hand. Thus, it is reasonable that the land use restrictions be simplified to reflect and s upport the multifamily residential project being constructed on the Property. JLB has designed the Post-Construction Soil Sampling Work Plan to support the following revisions to LUR #5 and LUR #6: Pervious Areas: In pervious areas, soils at depths of two feet (2') below the ground surface and above such depth may be exposed and disturbed without restriction. In pervious areas, soils at depths of greater than two feet (2') below the ground surface shall not be exposed without a minimum of seven (7) business days advance written notice to DENR (unless a shorter period is agreed in writing in advance by DENR or advance notice is not possible due to an 5925 Carnegie Btvd •• Suite 530 I Charlotte, NC 28209 I phone 704/366-4608 I fax 7041625-3620 I www.vanburenlaw.com February 8 2012 Page3 of3 Bee: Mr. Scott Schlosser (via email only) Mr. Paul Johnston (via email onJy) Mr. Brian Lucas (via email only) l ;JinformaJion • .ToBuildOn Engineering • Comultlng • THting February 8, 2012 Mr. Tony Duque NC Brownfields Program 1646 Mail Service Center, Room 3409-K Raleigh NC 27699-1646 RE: Post Construction Soil Sampling Work Plan Proposed Transit-Oriented, Multi-Family Residential Project 2405 Dunavant Street Charlotte, North Carolina PSI Project Number: 0457116 Dear Mr. Duque: VIA EMAIL ONLY The proposed Multi-Family Residential Project, located in the northeast quadrant of Remount Road and Dunavant Street in Charlotte, North Carolina, is currently under construction. As required by the Brownfields Agreement and the existing Soil Management Plan dated November 21, 201 1, PSI is submitting the following Post Construction Soil Sampling Plan to the North Carolina Department Environment and Natural Resources (NCDENR). Proposed Post Construction Soil Sampling Plan The site has been divided into six (6) sampling areas. Each sampling area will contain pervious areas after construction where native soils are exposed (colored in blue on the attached diagrams) and areas where less than 2-feet of fill material is present on the site (colored in yellow on the attached diagrams). The attached diagrams depict the designated proposed sample areas. PSI is proposing to generate six (6) composite soil samples (one from each sampling area). Each of the composite soil samples will be a product of between three (3) and six (6) discrete soil samples collected in each area. The frequency of the discrete soil samples was determined based on the depth of the existing fill material in each of the respective sampling areas, or lack thereof. More samples are proposed to be collected in areas where native soils will be exposed than areas of up to two feet or less of fill material. Please note that the remaining pervious areas which are not included in the six sampling areas are documented to have greater than 2-feet of fill material, which has been previously tested and certified as acceptable by NCDENR. Drilling and sampling operations will be directed by a PSI field supervisor, and all field personnel will be OSHA trained in accordance with 29 CFR 1910.120. Subsurface drilling activities, equipment decontamination, sample collection, field documentation, sample custody and laboratory analyses will be conducted in general accordance with methods prescribed by the Environmental Protection Agency (EPA) and NCDENR. Drilling will be conducted with a direct push rig (i.e. a Geoprobe®) and laboratory analysis will be performed by a North Carolina certified laboratory. Professional Service lndustnes. Inc • 5021 West WT Hams Boulevard. Charlotte. NC 28269 . Phone 704 5982234 • Fax 704.598.2236 Soil samples will be collected from native soils in the upper 2-feet of each boring. A portion of each soil sample collected will be placed in laboratory provided sampling containers and labeled. Once each individual soil sample has been placed in the appropriate discrete sample containers; the remaining soil from each soil sample within a designated sample area will be mixed together to generate the composite sample for that area. Each of the composite samples will be placed in laboratory provided jars and labeled. All the soil samples will be placed in a shipping container(s) packed in ice, and shipped to a North Carolina certified laboratory under proper chain-of-custody protocol. As directed, each of the composite soil samples will be analyzed for SVOCs by EPA Method 82700. If the laboratory results indicate that the respective composite soil sample has detected SVOC constituents above the NCDENR Inactive Hazardous Site Branch (IHSB) Residential Soil Remediation Goals (SRGs), each of the individual soil samples for that composite sample(s) will be analyzed for SVOCs. Each of the discrete soil samples will be field-screened for total VOCs (non- selective) using a photoionization detector (PIO) and soil-headspace analysis. The discrete soil sample(s) exhibiting the highest PIO readings from each sample area will be analyzed for voes by EPA Method 8260B. If no significant PIO readings are encountered, the sample with the most olfactory evidence (observed staining or odors) of potential impact will be selected. The total number of samples analyzed for VOCs will be affected by the encountered fie ld conditions and will be determined by PSl's field personnel; however, a minimum of six (6) will be collected. These analytical results will be summarized in a report including summary tables, figures, and a copy of the laboratory analytical reports. If you have any questions regarding this correspondence please feel free to contact me. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Bryan M. Lucas Senior Project Manager Enclosures Sample Location Maps Cc: Mr. Scott Schlosser (via email only, w/encls) Carol Jones Van Buren, Esq. (via email only, w/encls) for Donna Cline, P.E. (FL) Principal Consultant Post Construction Soll Sampling Work Plan 2405 Dunavant Street, Chartotte NC PSI Project No: 0457116 January 8. 2011 Page 2 of2 Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 11 of 12 APPENDIX B Page 1 of 49 Page 2 of 49 Page 3 of 49 Page 4 of 49 Page 5 of 49 Page 6 of 49 Page 7 of 49 Page 8 of 49 Page 9 of 49 Page 10 of 49 Page 11 of 49 Page 12 of 49 Page 13 of 49 Page 14 of 49 Page 15 of 49 Page 16 of 49 Page 17 of 49 Page 18 of 49 Page 19 of 49 Page 20 of 49 Page 21 of 49 Page 22 of 49 Page 23 of 49 Page 24 of 49 Page 25 of 49 Page 26 of 49 Page 27 of 49 Page 28 of 49 Page 29 of 49 Page 30 of 49 Page 31 of 49 Page 32 of 49 Page 33 of 49 Page 34 of 49 Page 35 of 49 Page 36 of 49 Page 37 of 49 Page 38 of 49 Page 39 of 49 Page 40 of 49 Page 41 of 49 Page 42 of 49 Page 43 of 49 Page 44 of 49 Page 45 of 49 Page 46 of 49 Page 1 of 34 Page 2 of 34 Page 3 of 34 Page 4 of 34 Page 5 of 34 Page 6 of 34 Page 7 of 34 Page 8 of 34 Page 9 of 34 Page 10 of 34 Page 11 of 34 Page 12 of 34 Page 13 of 34 Page 14 of 34 Page 15 of 34 Page 16 of 34 Page 17 of 34 Page 18 of 34 Page 19 of 34 Page 20 of 34 Page 21 of 34 Page 22 of 34 Page 23 of 34 Page 24 of 34 Page 25 of 34 Page 26 of 34 Page 27 of 34 Page 28 of 34 Page 29 of 34 Page 30 of 34 Page 31 of 34 Page 1 of 25 Page 2 of 25 Page 3 of 25 Page 4 of 25 Page 5 of 25 Page 6 of 25 Page 7 of 25 Page 8 of 25 Page 9 of 25 Page 10 of 25 Page 11 of 25 Page 12 of 25 Page 13 of 25 Page 14 of 25 Page 15 of 25 Page 16 of 25 Page 17 of 25 Page 18 of 25 Page 19 of 25 Page 20 of 25 Page 21 of 25 Page 23 of 25 Holly Folsom From: Sent: Bryan Lucas [bryan.lucas@psiusa.com] Friday, February 17, 2012 10:23 AM To: Cc: Holly Folsom (hfolsom@contestlabs.com) bwood@contestlabs.com Subject: Additional Sample Analysis required Importance: High Holly; I need the lab to analyze the following additional soil samples for the Southline site: Area-1-SS-1, Area-1-SS- 2, and Area-1-SS-3 Only analyze these samples for SVOCs. Also need to Rush them (24-Hr TAT). Thank you. Bryan M. Lucas, CES, CEM Sen ior Project Manager/Principal Consultant Environmental Services Professional Service Industries, Inc. (PSI) 5021 West WT Harris Boulevard Charlotte, North Carolina 28269 704.598.2234 x102 (Office) 704.598.2236 (Fax) 704.222.0660 (Mobile) bryan.lucas@psiusa.com PSI • www.psiusa.com • 125 Offices Nationwide Environmental Consulting • Geotechnical Engineering Construction Materials Testing & Engineering • Industrial Hygiene NOE• Facilities & Roof Consulting •Specialty Engineering & Testing This e-mail and any attachments are for the sole use of the intended reclpient(s) and may contain confidential and/or privileged material. If you have received this e-mail in error. please contact the sender and delete the material from any computer. You are hereby notified that any unauthorized disclosure. copying, distribution, or use of this transmitted information is strictly prohibited. 1 Post Construction Soil Sampling Report and Soil Excavation Work Plan 140 Remount Road, Charlotte NC PSI Project No: 0457116 March 12, 2012 Page 12 of 12 APPENDIX C Page 1 of 25 Page 2 of 25 Page 3 of 25 Page 4 of 25 Page 5 of 25 Page 6 of 25 Page 7 of 25 Page 8 of 25 Page 9 of 25 Page 10 of 25 Page 11 of 25 Page 12 of 25 Page 13 of 25 Page 14 of 25 Page 15 of 25 Page 16 of 25 Page 17 of 25 Page 18 of 25 Page 19 of 25 Page 20 of 25 Page 21 of 25 Page 22 of 25 Page 23 of 25 - • P h o n e : 4 1 3 - 5 2 5 - 2 3 3 2 C H A I N O F C U S T O D Y R E C O R D 3 9 S p r u c e S t r e e t P a g e _ _ o f _ _ con-tes t ® E a s t L o n g m e a d o w , M A 0 1 0 2 8 F a x : 4 1 3 - 5 2 5 - 6 4 0 5 l } - f f 0 7 7 6 E m a i l : i n f o @ c o n t e s t l a b s . c o m # o f C o n t a i n e r s ANALYTICAL LABORA T O R Y h t t p : / / w w w . c o n t e s t l a b s . c o m * * P r e s e r v a t i o n Company Name: ~r T e l e p h o n e : t a 4 . C : ' i R - 1 . ' 2 . 3 ' I * * * C o n t a i n e r C o d e Address: ~2f·A ~I. il!i l r ~ I J S l . f J l : ~ i : V ' - 1 > . P r o j e c t # 0 1 . . ( 5 7 - 1 1 " A n : a l 1 5 i s R e q u e s t e d D i s s o l v e d M e t a l s - c bff.k, I n1'r'l9 l\IC,.. C l i e n t P O # 0 F i e l d F i l t e r e d »-,i, _..., , D A T A D E L I V E R Y ( c h e c k a l l t h a t a p p l y ) Q L a b t o F i l t e r Attention: M'-L~"-~ 0 F A X . E M A I L O W E B S I T E Project Location: <::(f-#"2..1...an-~ N ( . . F a x # ~ * * * C o n t . C o d e : /),Lu.db E m a i l : b ~ r i . l \ l . C " · " ' - " " n S ; C . C . S c t - . : . e > ' ° " A = a m b e r g l a s s Sampled By: ~ G = g l a s s Project Proposal Provided? (for billing p u r p o s e s ) F o r m a t : 0 P D F O E X C E L 0 3 1 S P = p l a s t i c O yes proposa l d a t e 0 O T H E R ~ S T = s t e r i l e C o l l e c t i o n 0 " E n h a n c e d D a t a P a c k a g e " ~ V = v i a l Con-Test Lab ID B e g i n n i n g E n d i n g * M a t r i x C o n e S = s u m m a c a n laborata 'use onlvl Client Sampl e I D I D e s c r i p t i o n ~ i m e D a t e / T i m e C o m p o s i t e G r a b C o d e C o d e V \ T = t e d l a r b a g ., '• ·: ;· '.Jl .. " 2 . / 2 . " ' l l Z - \ O = O t h e r > ': ,:; ,? ( a,.,-r, .. -'l-<:..! . - ' 5 - 1 . J v . J w I / 0 1 6 r X . l J r l . . > ' •.: """"'" A' ;..,,.._ .. ' 1 3 2 ' 2 f 2 . l . / f - , _ ~ ' ~ ~ .. \ •' ;: ··.:·.: ~.!""' - ~ ~ : : - s - 5 . ' " ' v v - l * * P r e s e r v a t i o n '. :•:' •' ·,.: .r ''< I = I c e d i :<·· ·.· ... H = H C L "' ·':".'·''..' re:~:/'·· •· ·•': '· ., M = M e t h a n o l .. :. I<·, · ..... ".,·.y N = N i t r i c A c i d : ' S = S u l f u r i c A d d i' i B = S o d i u m b i s u l f a t e I. , " ... ,' '· .. ·: X = N a h y d r o x i d e .• .. ' .·•· T = N a t h i o s u l f a t e ... •.·: ', ... O = O t h e r ... * M a t r i x C o d e : G W = g r o u n d w a t e r W W = w a s t e w a t e r Comments: Q.u.r-4 : J . . ' 1 T A T n ' , P l e a s e u s e t h e f o l l o w i n g c o d e s t o l e t C o n - T e s t k n o w i f a s p e c i f i c s a m p l e m a y b e h i g h D W = d r i n k i n g w a t e r lf=l€.sL fA M I L f d O f V i n c o n c e n t r a t i o n i n M a t r i x / C o n e . C o d e B o x : A = a i r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S = s o i l / s o l i d H - H i g h ; M - M e d i u m ; L - L o w ; C - C l e a n ; U - U n k n o w n S L = s l u d g e R~edb~ D a ~ T ; e : T u r n a r o u n d " D e t e c t i o n L i m i t R e g u i r e m e n t s O = o t h e r P l r m g r a m I n f o r m a t i o n ' ) ~ . ; / J ~ J 1 2 5 . . 0 5 - D a y N o r t h C a r o l i n a ,,., "' ~ ~r~rvw/ ~ 2 ! ~ 2 \ t ~ 0 5 - 7 - D a y 0 2 L Q D S C A Q I H S B O r p h a n e d L a n d f i l l I~ / . J 3 1 0 - D a y 0 G W P C Q S W S L a n d f i l l Q U S T Q R E C RAfin~~ ~ D [ ! ; ) _ _ t _ - r 1 L R U S H ' 0 S W S L • O t h e r : N c . 0 2 . H e . . s e ~ . . . . . . , ; r ~ ; , . ( / I ~ @ - ' 4 8 - H r 1 9 > O T H E R j t . J C , l : : l ' 1 r u ( l . - T ' J . J ~ l l - · · " ' " " • · · · ~ Rece -.---I ~ I L,8"\. D a ~ t : i : ~ 0 9 5 " / 0 ' 7 2 - H r r ' 4 - D a y , < : < > t : ! L " 0 ( ~ N . ~ ; ~ ) ~ A I H A . N E L A C & A I H A C e r t i f i e d -... «-" ~ } ~ / j . / ! ~ ~ : : : : : : : - ~ -- ' R e q u i r e s L a b A p p r o v a l ~ ' ~ - : = : " W B E / D B E C e r t i f i e d TT TURNAROUND TIME (business days) STARTS A T 9 : 0 0 A . M . T H E D A Y A F T E R S A M P L E R E C E I P T U N L E S S T H E R E A R E Q U E S T I O N S O N Y O U R C H A I N . P L E A S E B E C A R E F U L N O T T O C O N T A M I N A T E T H I S D O C U M E N T IF THIS FORM IS NOT FILLED OUT COMPLETELY O R I S I N C O R R E C T , T U R N A R O U N D T I M E W I L L N O T S T A R T U N T I L A L L Q U E S T I O N S A R E A N S W E R E D . Page 1 of 20 Page 2 of 20 Page 3 of 20 Page 4 of 20 Page 5 of 20 Page 6 of 20 Page 7 of 20 Page 8 of 20 Page 9 of 20 Page 10 of 20 Page 11 of 20 Page 12 of 20 Page 13 of 20 Page 14 of 20 Page 15 of 20 Page 16 of 20 Page 1 of 18 Page 2 of 18 Page 3 of 18 Page 4 of 18 Page 5 of 18 Page 6 of 18 Page 7 of 18 Page 8 of 18 Page 9 of 18 Page 10 of 18 Page 11 of 18 Page 12 of 18 Page 13 of 18 Page 14 of 18 Page 15 of 18 Page 16 of 18 l 2 - B ( ) 0 0 7 - lfJ P h o n e : 4 1 3 - 5 2 5 - 2 3 3 2 C H A I N O F C U S T O D Y R E C O R D 3 9 S p r u c e S t r e e t P a g e _ _ o f _ t t ® E a s t l o n g m e a d o w , M A 0 1 0 2 8 • F a x : 4 1 3 - 5 2 5 - 6 4 0 5 con E S . , . , ; r , ; . . . @ . . . . . . . . . . . . m c J , t / * - I A - T " ' 1 . # o f C o n t a i n e r s ANALYTICAL LABORAT O R Y w w w . c o n t e s t l a b s . c o m r • • P r e s e r v a t i o n Company Name: PsL T e l e p h o n e : ] - 0 ' { 5 7 1 5 2 ? 1 < , I A * * * C o n t a i n e r C o Address: Sc-z.i -l.\ W.1£.Sl: " - c i . T . . / + A . ~ B ! . . " ~ P r o j e c t # o ' I S t - 1 1 1 , , A N A L Y S ~ S ~ E a u u n o D i s s o l v e d M e t a l s r 1..l AR\.. ti 7'i 1!. •\Ir ~ S l . . . t ' , . , < ) C l i e n t P O # 0 F i e l d F i l t e r e d Attention: Rn.Yi~.., D A T A D E L I V E R Y ( c h e c k a l l t h a t a p p l y ) 0 L a b t o F i l t e r hi i ,,.. . . . . . < . . . 0 F A X f l < . . . E M A I L O W E B S I T E Project Location: ~11 · • , orm A . I r F a x # j * * * C o n t . C o d e : , E m a i l : ' < > " ) " ~ _ l , - u c - . , , ' " ' " ' , 1 S c : , , ( . . 0 < a . ~ A = a m b e r g l a s s Sampled By: i~;>'I. L G = g l a s s ( I ) Project Proposal Provided? (for billing p u r p o s e s ) F o r m a t : ~ O F J t . x c E L a ; 1 s P = p l a s t i c 0 S T = s t e r i l e O yes proposa l d a t e 0 O T H E R C o l e c t r o n 0 " E n h a n c e d D a t a P a c k a g e " r t - V = v i a l r J Con-Test Lab ID E n d i n g * M a t r i x r o S = s u m m a c a n Client Samp l e I D I D e s c r i p t i o n B e g i n n i n g C a n e C a d e T = t e d l a r b a g (laboratory use only) D a t e / T i m e D a t e / T i m e C o m p o s i t e G r a b C a d e U Z . ! i ' f 1 r x O = O t h e r C?l Aru=;.1.>.-l- ~ ~ ~ ~ . s w - 7 I ) < " ' ( . . r i s l A * * P r e s e r v a t i o n -. I = I c e d H = H C L M = M e t h a n o l N = N i t r i c A c i d S = S u l f u r i c A c i d B = S o d i u m b i s u l f a t e . X = N a h y d r o x i d e T = N a t h i o s u l f a t e 0 = O t h e r * M a t r i x C o d e : G W = g r o u n d w a t e r W W = w a s t e w a t e r Comments: A ' T l + T ! J . r P l e a s e u s e t h e f o l l o w i n g c o d e s t o l e t C o n - T e s t k n o w i f a s p e c i f i c s a m p l e D W = d r i n k i n g w a t e r N/lrL14..'f 0/..1 )., ' - 1 - t f a . . m a y b e h i g h i n c o n c e n t r a t i o n i n M a t r i x / C o n e . C o d e B o x : A = a i r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S = s o i l / s o l i d H - H i g h ; M - M e d i u m ; L - L o w ; C - C l e a n ; U - U n k n o w n S L = s l u d g e ~ishe~nature) D a t e / T i m e : T u r n a r o u n d n D e t e c t i o n L i m i t R ~ u i r e m e n t s 0 = o t h e r r s : v o u r p r o j e . d : M C P o r R C P ? ; l / 2 . f / / 2 / ~ / 0 0 7 - D a y M a s s a c h u s e t t s : ~~~ r ; a ; ~ f , : i . 0 1 0 - D a y O M C P A n a l y t i c a l C e r t i f i c a t i o n F o r m R e q u i r e d l L t \ , 0 O t h e r - - 0 R C P A n a l y s i s C e r t i f i c a t i o n F o r m R e q u i r e d Relinquished by: \6i6nature) D a \ e m n i e : R U S H t C o n n e c t i c u t : 0 M A S t a t e D W F o r m R e q u i r e d P W S I D # ~ t 4 8 - H r . , . ' " · · · , . - . ~ - ' \ ~ ~ - . t - · - 1 4 - ~ Received by: (signature)O ~# D a t e / T i m e : I 0 . ' . 2 3 0 1 7 2 - H r 0 t 4 - D a y ~ V i ~ A - ~ N E L A C & A I H A C e r t i f i e d c. /2:?-. ,_ d-.· J / / / ! ~ t R e q u i r e l a b a p p r o v a l O t h e r : N ' " J V ' " ' - T l - I S ~ J ~ ~ - - . . . . . , \ ~ · = : . : : . ~ W B E / D B E C e r t i f i e d ~ TT TUR'NAFWUND TIME <business days) S T A R T S A T 9 : 0 0 A . M . T H E D A Y A F T E R S A M P L E R E C E I P T U N L E S S T H E R E A R E Q U E S T I O N S O N Y O U R C H A I N . I F T H I S F O R M I S N O T F I L L E D O U T COMPLETELY OR IS INCORRECT, TUR N A R O U N D T I M E W I L L N O T S T A R T U N T I L A L L Q U E S T I O N S A R E A N S W E R E D . P L E A S E B E C A R E F U L N O T T O C O N T A M I N A T E T H I S D O C U M E N T