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Home My WebLink About20070133 Ver 2_Monitoring Report_20090805CLEARWATER ENVIRONMENTAL CONSULTANTS, INC. August 3, 2009 Mr. Ian McMillan NC Division of Water Quality 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center Raleigh, North Carolina 27699 A?JG 2009 DENR - WATER QUALITY WETLANDS AND STQRMWATER BRANCH RE: The Ridge at South Mountain Lake Brooks and Watershed Structure 2 Lake Monitoring US Army Corps of Engineers Action ID: 200615423 DWQ Project # 07-0133 Rutherford County, North Carolina Dear Mr. McMillan, This report is being submitted by ClearWater Environmental Consultants, Inc. (CEC) on behalf of the Ridge at South Mountain (RSM) as required by the North Carolina Division of Water Quality (DWQ) 401 Certification 07-0133, Condition 10, issued April 3, 2008. At the request of the DWQ and in accordance with the "Predictability Study Protocol for Sampling Reference Impounds-DRAFT" dated February 28, 2008, CEC submitted the "Water Quality Monitoring and Sampling Protocol for Referenced Impoundments" on and the final plan was approved by Ms. Susan Gale via email on April 21, 2008. The sampling conducted according to the DWQ approved lake study plan provides data that can be used as a comparison, as well as, offer guidance for construction at the permitted lake within the RSM development. Methods, collected data, and a summary of data are discussed below. The RSM and CEC, with guidance from the DWQ, developed a monitoring plan to evaluate water quality standards in two impoundments located in the Upper Piedmont ecoregion of North Carolina. These impoundments are comparable in size (surface area and watershed) and location to the RSM permitted lake. CEC believes that the applicant is demonstrating a serious commitment to improving dam design and maintaining water quality associated with the development of lakes. The willingness to institute proposed measures including the installation of a mechanical aeration system and a cold-water release discharge mechanism, implementation of a lake management plan and the associated operation and maintenance agreements, 718 Oakland Street Hendersonville, North Carolina 28791 Phone: 828-698-9800 Fax: 828-698-9003 www,cwenv.com Mr. lan McMillan August 3, 2009 Page 2 of 8 implementation of the previously proposed year-long study of water quality parameters, and five years of monitoring should allow the DWQ to determine that the applicant is going above and beyond to minimize water quality impacts and mitigate for permanent impacts associated with construction and operation of the lake. Proposed Lake The Ridge at South Mountain is located northeast of Sunshine in Rutherford County, North Carolina. The development is approximately 450 acres and will consist of approximately 225 residential lots and a 27-acre lake. The watershed draining to the lake is approximately 355 acres. As proposed, the lake will have a cold-water release discharge mechanism and impound an unnamed tributary to Roberson Creek. Roberson Creek is classified as a Class "WS-V" water by the DWQ. Study Lakes Lake Brooks is located approximately 1.25 miles west of the Gilkey community in Rutherford County, North Carolina. This lake is approximately 16 acres with a 175-acre watershed, has a top-water release discharge mechanism, and impounds an unnamed tributary to Mountain Creek. Mountain Creek is classified as a Class "WS-V" water by the DWQ. Watershed Structure 2 Lake is located approximately 2.0 miles southwest of Thermal City in Rutherford County, North Carolina. This lake is approximately 21.5 acres with a 1,894-acre watershed, has a top-water release discharge mechanism, and impounds Catheys Creek. Catheys Creek is classified as a Class "WS-V and C" water by the DWQ. A USGS topographic map has been included for review (Figure 1). The following table summarizes the above information: Ridge at South Mountain Lake Lake Brooks Watershed Structure 2 Lake Lake Size acres 27 16 21.5 Watershed Size (acres) 355 175 1,894 Ecore 'on Upper Piedmont Upper Piedmont Upper Piedmont Water Release cold-water top-water top-water Impounded Stream UT Roberson Creek UT to Mountain Creek Catheys Creek Stream Classification WS-V WS-V WS-V and C Water Quality Sampling Locations Six water quality sampling stations were established at Lake Brooks and Watershed Structure 2 Lake. The stations were as follows at each lake: • Station 1 is approximately 300 linear feet upstream of the impoundment and samples were taken within 0.1 meters of the water surface; Mr. ]an McMillan August 3, 2009 Page 3 of 8 • Stations 2 - 4 are evenly spaced across the centerline of the lake and samples were taken from within 0.1 meters of the water surface and at 1.0 meter intervals to the lake bottom; and • Station 5 is directly downstream of the impoundment and Station 6 is approximately 300 linear feet downstream of the impoundment. Samples were taken within 0.1 meters of the water surface. Water Quality Sampling Parameters Six water quality sampling stations were established at the two reference lakes as described above. Water samples were taken every other week during the growing season from May 1, 2008 through September 18, 2008; yielding 11 sample sets. Samples were divided into lotic samples (stream samples) at Stations 1, 5, and 6; and lentic samples (lake samples) at Stations 2, 3, and 4. Field measurements collected and recorded at each station included water temperature, dissolved oxygen (DO), pH, and specific conductance (conductivity). Grab samples collected and recorded at each station include nutrients (total phosphorous (TP), total Kjehldahl nitrogen (TKN), ammonia [NH31, nitrate + nitrite [N02 + N031, and chlorophyll-a), total suspended residue, turbidity, and fecal coliform. These parameters were monitored at each station from May through September of 2008. Each parameter and summary of corresponding monitoring data are indicated in this section; however, a compiled table including all corresponding data for all parameters is enclosed for review (Attachment A). The type of sample or measurement taken (field or grab) and parameters measured are outlined below. • Lotic Samples (Stations 1, 5, and 6) o Field Measurements (taken 0.1m below the surface) ¦ temperature ¦ dissolved oxygen (% and mg/1) pH ¦ specific conductance o Grab Samples (taken 0.1m below the surface at/near the thalweg) ¦ nutrients (total phosphorous, total Kjeldahl nitrogen, ammonia [NH31, nitrate + nitrite [N02+NO31, chlorophyll-a) ¦ total suspended residue turbidity fecal coliform • Lentic Samples (Stations 2, 3, and 4) o Field Measurements (taken 0.1 in below the surface and at l in intervals to the lake bottom) temperature • dissolved oxygen (% and mg/1) pH specific conductance Mr. Ian McMillan August 3, 2009 Page 4 of 8 o Field Measurement (l measurement reported at each sample location) Secchi depth transparency - reported value as the average of twc measurements o Grab Samples (taken 0.1m below the surface) • fecal coliforln o Grab Samples Using a LabLine (taken as spatial composites of the photic zone, defined as twice the Secchi depth) ¦ nutrients (total phosphorous, total Kjeldahl nitrogen, ammonia [NHA nitrate + nitrite [N02+NO31, chlorophyll-a) • total suspended residue • turbidity Equipment The in situ field measurements (temperature, dissolved oxygen (% and mg/1), pH, and specific conductance) were taken using a Hydro lab Quanta. A Secchi disk was used to measure the water transparency at the three lentic stations across the centerline of the impoundment. All data conforms to the "Standard Method for the Examination of Water and Wastewater" and EPA methods. In addition, Onset Tidbit temperature data loggers were installed at both reference lake locations, upstream and downstream of each impoundment, to monitor water temperatures every two hours. These data loggers provided precise temperature ranges that were easily downloaded in the field. Water Quality Sampling Results and Discussion Each parameter was monitored from May 1, 2008 to September 18, 2008. Each parameter and a summary of monitoring data (high value, low value, and average) are indicated in this section; however, a compiled table including data for all parameters is enclosed for review (Attachment A). Temperature ran es based on in-field measurements Station 1 Stations 2-4 Stations 2-4 Stations 2-4 Stations 2-4 Stations 2-4 Stations 2-4 Station 5 Station 6 Lake High (0.1m) 19.36 (0.1m) 29.65 (0.1-Im) 29.59 (1.1-2m) 29.5 (2.1-3m) 29.4 (3.1-4m) 2744 (4.1-5m) 25.18 (0.1m) 18.25 (0.1m) 18.79 Brooks Low 12.64 18.81 18.85 18.84 17.23 13.6 12.62 14.52 15.1 Avg 16.93 25.71 25.66 25.63 24.03 21.26 18.23 17.06 17.36 High 25.41 30.02 29.89 28.91 79-38A 23.97 29.95 29 12 WS2 Lake Low 16.31 19.92 18.49 16.65 15.33 14.05 16.65* 1906 . . 19.66 A r1-N...- Avg 9-,..... ..... 20.89 25.81 25.43 24.32 23.82 19.40 25.60 25.45 * Only one sample collected for this station depth. Mr. ]an McMillan August 3, 2009 Page 5 of 8 Dissolved Oxygen ranges based on in-field measurements (in ). Station Stations Stations 2- Stations 2- Stations 2- Stations Stations Station Station 1 2-4 4 4 4 2-4 2-4 5 6 (0.1m) (0.1m) (0.1-1m) (1.1-2m) (2.1-3m) (3.1-4m) (0.1m) (0.1in) Lake High 3.76 8.75 8.72 8.57 8.52 7.1 6.35 6.3 7.42 Brooks Low 0.076 5.95 5.99 5.86 5.92 0.64 0.44 3.98 5.57 Avg 8.58 7.22 7.17 7.10 6.86 4.23 1.72 7.50 7.55 WS2 High 9.84 8.38 8.4 8.35 6.76 5.21 8.38 11 32 Lake Low 7.13 5.78 5.7 4.05 0.18 0.19 0.11 * 6 89 . 6 5 Avg * r._, 8.58 - 7.50 7.51 6.39 2.25 1.06 . 7.50 . 7.55 Only one sainpte cunectea for this station depth. H ran es based on in-field measurements. Station 1 Stations 2-4 Stations 2- 4 Stations 2- 4 Stations 2- 4 Stations 2-4 Stations 2-4 Station 5 Station 6 Lake High (0.1m) 8.85 (0.1m) 7.75 (0.1-]m) 7.41 (1.1-2m) 7.25 (2.1-3m) 7.07 (3.1-4m) 6.72 6.36 (O.lm) 6.61 (O.lm) 7.05 Brooks Low 5.85 5.94 6.2 6.1 5.97 5.35 5.23 5.74 5.92 Avg 6.47 6.86 6.81 6.73 6.54 6.09 5.82 6.06 6.29 W 2 S High 7.56 7.88 8.1 7.48 7.15 6.76 7 88 7 71 . . Lake Low 6.57 7.02 6.97 6.37 6.16 6.5 6.83* . 7 06 . 7 08 Avg 6.97 7.41 7.46 7.08 6.64 6.60 . 7.51 . 7.36 On y one sainp,e wnecleu for this station depth. Conductivity ran es based on in-field measurements. Station 1 Stations 2-4 Stations 2- 4 Stations 2- 4 Stations 2- 4 Stations 2-4 Stations 2-4 Station 5 Station 6 Lake High (0.1 m) 0.193 (0.1 m) 0.024 (0.1-1m) 0.024 (1.1-2m) 0.022 (2.1-3m) 0.022 (3.1-4m) 0.022 (4.1-5m) 0.023 (0.1 m) 0.103 (0.1 m) 0.038 Brooks Low 0.032 0.022 0.022 0.024 0.024 0.026 0.099 0.035 0.029 Avg 0.083 0.023 0.023 0.023 0.023 0.024 0.030 0.049 0.035 0.064 0.057 0.057 0.058 0.058 0.064 0.061 0 062 WS2 Lake L 0.047 0.068 0.062 0.064 0.096 0.097 0.372* 0 057 . 0 057 . . Ag 0.056 0. 060 0.059 0.060 0.071 0.082 0.059 0.060 n y one samp,c cuuecfeu for oils station depth. Total Phosphorus ran es from rab sam les (m ). [ Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Lake High 1.02 <0. 0.63 <0.050 7.89 5.44 rooks Low <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 Avg 0.42 0.05 0.10 0.05 1.86 13.61 WS2 Hi h <0.050 <0.050 <0.050 0.812 <0.050 <0.050 Lake Low <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 Avg 0.50 0.05 0.05 0.12 0.05 0.05 v,ruww,,? „n,,, ,v, LVt"al pnospnorous is 0.050 nlg/l. **To determine averages (avg), 0.050 mg/l was substituted for ND (maximum level scenario). Mr. ]an McMillan August 3, 2009 Page 6 of 8 Total Kjeldahl Nitrogen ran es from grab samples Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Lake High 33.2 0.634 1.13 0.664 9.13 24.8 Brooks Low 1.02 0.203 0.139 0.179 0.222 0.108 Avg 6.11 0.42 0.49 0.4 2.53 3.76 WS2 High 0.515 1.03 0.599 1.01 0.515 0.693 Lake Low <0.10 0.137 0.159 0.121 <0.10 0.144 Avg 0.30 0.40 0.38 0.37 03 4 0.40 Ammonia ranges from grab samples (mg/l). Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Lake High <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 Brooks Low <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 Avg 0.10 0.10 0.10 0.10 0.10 0.10 WS2 High <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 Lake Low <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 * Avg 0.10 0.10 0.10 0.10 0.10 0.10 Non-dectect limit for ammonia is 0.10 mg/l. **To determine averages (avg), 0.10 mg/I was substituted for ND (maximum level scenario). Nitrate+Nitrite ran es from grab sam les mg/1). Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Lake High 0.055 <0.050 0.077 <0.050 <0.050 0.167 Brooks Low <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 Avg 0.05 0.05 0.05 0.05 0.05 0.07 WS2 High <0.050 0.099 <0.050 <0.050 <0.050 <0.050 Lake Low <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 *NT- Av _., a_.,. 0.05 0.05 0.05 0.05 0.05 0.05 ivvtt-ucicUt 111111L 10f Illlra[ertnlrrate is 0.0-50 mg/t. **To determine averages (avg), 0.05 mg/l was substituted for ND (maximum level scenario). TSR ranges from grab samples m ). Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Lake High 964 12 33.8 50.8 1266 1910 Brooks Low 63.2 2.07 2.39 2.09 19.8 7.16 Avg 388.68 5.89 8.64 10.8 355.9 557.07 WS2 High 148 22.7 25.9 42.8 8.6 30.6 Lake Low 2.71 7.94 E7.89 31.9 3.85 3.47 Avg 3.31 13.32 18.81 6.25 11.14 Mr. ]an McMillan August 3, 2009 Page 7 of 8 Turbidity ran es from grab sam les (NTI)). Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Lake Hi h 1552 6.81 18.2 34.8 2590 2220 Brooks Low 55.6 2.23 2.73 2.38 13.5 1.61 Av 473.48 8.44 5.88 7.95 5.38 581.61 High 192 18 23.1 53.1 8.17 7.78 WS2 Lake Low 1.25 6.1 8.24 6.02 3.31 3.43 Avg 27.74 16.63 12.24 16.73 5.70 5.02 Chlorophyll-a ranges from grab samples (ug/1). Station I Station 2 Station 3 Station 4 Station 5 Station 6 Lake High 996 41.3 47.5 23.6 72.9 45.3 Brooks LOS 17.7 5.78 4.12 5.23 1.16 3.14 Avg 219.17 19.55 14.21 14.02 24.14 22.62 High 39.5 50.6 43 34.8 25.1 20 WS2 Lake Low 2.71 7.6 7.89 10.1 7.2 4.96 Avg 16.6 1 19.57 23.22 ] 9.15 13.91 12.01 Fecal Coliform ranges from grab sam les IC/100m Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Lake Hi h 1273 109 100 118 155 >600 Brooks Low <10 <10 9 5 9 9 Avg 194 41 42 33 26 131 High >12500 118 73 127 127 682 WS2 Lake Low 155 9 E 9 9 9 Avg P-- 2097 4Z-1 28 2 0 22 24 150 ** To determine averages (avg), 10 C/100 ml was substituted for ND (maximum level scenario). Conclusion CEC and the RSM have made no attempt to interpret grab sample or in-field measurement data. This letter is simply reporting and providing data to the DWQ to meet the terms and conditions of the issued 401 certification. The RSM requests that the DWQ consider all additional information and additional measures provided and proposed by the applicant in determining the completeness of all associated environmental reviews. The applicant is demonstrating a serious commitment and has gone above and beyond to improve dam designs and water quality associated with lakes. Mr. ]an McMillan August 3, 2009 Page 8 of 8 Should DWQ have any questions regarding the matters addressed in this letter please do not hesitate to contact me at (828) 698-9800. Sincerely, eL ? / `R. Clement Riddle, P.W.S. Principal Cc: Susan Gale - NC Division of Water Quality 82°01.000' W 82°00.000' W 81°59.000' W WGS84 81°58.000' W o =mar ( ¢ so . ' ?'?y! 1 )s? f o O 11 41?f O (1 fy) M 133 P 77 l l / d? 'p- IM Water Shed Structure 2 J` 21.5 acres ) 00 01 ?, \ l ! O M i,l y J O 1I ,,?i ) 1 111 _.-l i tM :n r M fy _ y l k / rI H J 1162' (D 07c, CID v t dr_ / i O C,j 0 OD /f np a e c Lake Brooks ; r -4.q CD 16 acres q 7 N F J ! ro-\?X- 1027 82001.000' W 82000.000' W ` 81059.000' W WGS84 81°58.000' W MN TN U _ -5 t MIEt 6f° ®WO tEEI U `.AO t(/p PAEf[R$ 9 I CLEARWATER The Ridge at South Mountain Environmental Consultants, Inc, USGS Topographic Map Rutherford County 718 Oakland Street Figure 1 North Carolina Hendersonville, NC 28791 828-698-9800 Attachment A Data Sheets t0 0 A m i m ? J J m m U ? U N ' ?D O A m U ? ` \ m iZ3 m N F N U ' (0 O A m m ? J A V m ? m U ? U U ' m iZ5 0 -+ 0 A 0 O 0 U 0 N 0 f O 0 U O I l 00 A O S N 23 U O m iZ3 0 i? 0 O i5 ( T iS N i5 C O N O 0 0 0 m 0 0 0 m 0 0 0 0 0 0 0 0 0 m (D 0 0 0 0 m 0 0 0 0 ' 0 0 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 0 0 0 0 0 0 (D W m m m m m m m m m m ° m m m m W m m I m m m m m m m m m m W > o o n o 0 w v v, w O o A 0 O o N a v o A 0 A 0 A 0 A 0 A 0 0 A 0 A 0 A 0 A 0 A 0 N 3-0 0 o O O p O n o o o o o A o N 3 -{ r m o o U J m 0 ro N m A J o o s c U o U c U o U o U m W o N c N o N o N o N d ' N A m o U m U m t0 o N " m p - A o U d m o o' o o o o o o o o o o o - ?' m o A m o - m w H m CO) C (T 0 0 o ? O o ( W O o o ? 3 D a p o o o O 0 0 0 0 0 0 0 C ? 7? 3 ' N W W - - N ' w w - ? x N O 3 r W N A A m N o V m N m -' W J A ' W W O W N N N U N to O'" ry d d - U J J m ? W ? W ) W U U U U m U N A m ? W f0 N N N IJ m m J m p ?O a - d p - U ?D V iO m ? O N CJ N m m J m N N m A 0 0 4 N d _ y O ? 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