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Home My WebLink AboutWQ0036561_Additional Information Response_20230525From: brent.collins emaresourcesinc.com To: Saunders. Erickson G; iohnsra(cbdanvilleva.aov Cc: Thornburg, Nathaniel; Smith, J Chris; Snider, Lon; Caudle, Caitlin Subject: [External] RE: [ADD INFO REQUEST] WQ0036561 - City of Danville Class B Residuals Program Renewal with Major Modification Application Date: Thursday, May 25, 2023 7:10:09 AM Attachments: image001.pnng Hodaes LOA.Ddf Phase 10 Soil Scientist Report - Danville Land Application Program.pdf CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. To Whom it May Concern, I know that Eric has left DWR so hopefully this finds its way to the correct person. I have summarized and attached the requested information below: F. LASC Form: 1. The CPLR forms included were correct. The example of CS10-04 was from 2013 as that was the last time that field was applied to. If there was not cumulative data included, those fields have never been applied to. 2. If a field is being split into two fields, we will use the current CPLR data as a starting point for each split field. If fields are being combined, we will average the CPLR data and use that value as the starting point for the new combined field. 3. Caswell County does not currently have a published soil survey. Soil series mapping information was gathered from Web Soil Survey. Since the time in which the original fields were permitted by NCDEQ, Web Soil Survey has updated some of the soil series names, primarily due to more accurately represent the temperature regime of the newly published soil series. Willcox & Mabe Soil Solutions, PLLC used the information provided by Web Soil Survey and actual hand auger borings in the respective areas to confirm the soil series of the areas being requested by EMA Resources. The soil profile descriptions previously provided in the soil report for the hand auger boring confirms that the information provided by Web Soil Survey is accurately mapped. 4. See 3 above. 5. See 3 above. 6. A soil scientist evaluation was performed on all of the requested items and the report is included in this email. G. LOA Form: 1. The signed LOA is included in this email. We would very much like to get this permit back in time to land apply to the new sites in this renewal. We are currently planning on hauling for Danville in 2-3 weeks. Thankyou Brent Collins Director of Technical Services EMA Resources Inc. From: Saunders, Erickson G <Erickson.Saunders@ncdenr.gov> Sent: Tuesday, May 2, 2023 11:11 AM To: johnsra@danvilleva.gov; brent.collins emaresourcesinc.com <brent.collins@emaresourcesinc.com> Cc: Thornburg, Nathaniel<nathaniel.thornburg@ncdenr.gov>; Smith, J Chris <chris.smith@ncdenr.gov>; Snider, Lon <lon.snider@ncdenr.gov> Subject: [ADD INFO REQUEST] WQ0036561- City of Danville Class B Residuals Program Renewal with Major Modification Application Importance: High Mr. Johnson, We have reviewed your request to renew and modify the City of Danville's Class B land application permit in North Carolina, but we require additional information before we can proceed with the application. I have attached a formal letter of additional information to this email, which has a due date for a response of June 1, 2023. Please respond to the read receipt of this email to verify you have received this letter, and feel free to contact me with any questions you may have. Regards, Erick Saunders Environmental Engineer III Division of Water Resources — Non -Discharge Branch North Carolina Department of Environmental Quality Office: (919) 707-3659 Cell: (919) 283-9610 erickson.saunders(@ncdenr.gov Effective May 18, 2023, the Non -Discharge Branch has multiple engineering vacancies. As a result, our response and review times will be slower than normal. Thank you in advance for your patience. N NORTH CAROL A OE Department of Environmental quality Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. LAND APPLICATION SITE CERTIFICATION Applicant's name: City of Danville Land application sites currently certified: 814.16 net acres and Total to be certified: 656.21 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): Status Code' Site/Field ID Landowners �� Lessees or Operator(s) �) Net Acres County Crop(s) s p�) Predominant Soil Series Namee Mapping Unit or Rep. Slope R/M NC-CS06-01 Nettie Blackwell 20.33 Caswell Fescue Fairview FbB2 R/M NC-CS06-02 See NC-CS09-2B & 2C R/M NC-CS06-03 Nettie Blackwell 45.87 Caswell Fescue Fairview FbB2 D NC-CS06-04 Combining NC-CS06-03 & 04 N NC-CS06-05 Nettie Blackwell 26.89 Caswell Fescue Fairview FbB2 R/M NC-CS07-01 James R. Blackwell 7.29 Caswell Fescue Fairview FbB2 R/M NC-CS07-02 Locust Hill Land & Cattle 36.85 Caswell Fescue Rasalo-Enott Complex ReB R/M NC-CS09-01 Glenn Hodges 36.71 Caswell Fescue Fairview FbB2 R/M NC-CS09-2A Glenn Hodges 11.87 Caswell Fescue Fairview FbB2 R/M NC-CS09-2B Glenn Hodges 11.85 Caswell Fescue Fairview FbBI N NC-CS09-2C Glenn Hodges 17.69 Caswell Fescue Fairview FbB2 R/M NC-CS09-03 Glenn Hodges 52.46 Caswell Fescue Fairview FbB2 D NC-CS09-04 Glenn Hodges 9.8 Caswell R/M NC-CS09-09 Glenn Hodges 24.38 Caswell Fescue Fairview FbB2 R/M NC-CS09-10 Glenn Hodges 11.5 Caswell Fescue Fairview FbB2 R/M NC-CS10-01 Marc Thomas 10.37 Caswell Fescue Fairview FbB2 R/M NC-CS10-02 Marc Thomas 46.46 Caswell Fescue Fairview FbB2 R/M NC-CS10-03 Marc Thomas 12.74 Caswell Fescue Fairview FbB2 R/M NC-CS10-04 Walter Thomas 10.91 Caswell Fescue Casville CaB R/M NC-CS10-05 Walter Thomas 45.35 Caswell Fescue Casville CaB R/M NC-CS10-06 Walter Thomas 10.23 Caswell Fescue Fairview FbB2 R/M NC-CS12-01 Margaret Hatchett 24.85 Caswell Fescue Fairview FbB2 FORM: LASC 06-16 Page 1 LAND APPLICATION SITE CERTIFICATION R/M NC-CS12-02 Margaret Hatchett 34.65 Caswell Fescue Fairview FbB2 R/M NC-CS12-03 Margaret Hatchett 25.78 Caswell Fescue Fairview FbB2 R/M NC-CS12-05 Margaret Hatchett 17.47 Caswell Fescue Fairview FbB2 R/M NC-CS14-01 Sledge Sartin/David Sartin 75.78 Caswell Fescue Toast ToB R/M NC-CS14-02 Sledge Sartin 10.07 Caswell Fescue Toast ToB R/M NC-CS14-03 Sledge Sartin 6.38 Caswell Fescue Fairview FaB N NC-CS15-01 Larry Whitt Sledge Sartin 21.48 Caswell Fescue Fairview FbB2 D NC-PS01-01 Circle P Farms James Poindexter 12 Person D NC-PS02-01 James F. Poindexter 22 Person D NC-PS02-02 James F. Poindexter 17 Person D NC-PS02-03 James F. Poindexter 21.5 Person D NC-PS02-04 James F. Poindexter 26 Person D NC-PS02-05 James F. Poindexter 14 Person D NC-PS02-06 James F. Poindexter 34 Person D NC-PS03-01 Etree LLC James Poindexter 58 Person a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Site/Field ID Latitude Longitude Location Location Method Code Location Accuracy Waterbody Subbasin and Current and Proposed P Datum Stream Index No. Class NC-CS06-05 360 23' 00" 790 26' 46" NAD83 GPS Nearest Second East Prong Moon Creek 22-51-1 C NC-CS-15-01 360 26' 44" 790 18' 52" NAD83 GPS Nearest Second South Fork Rattlesnake Creek 22-52-2-(2) WS-IV Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page. FORM: LASC 06-16 Page 2 May 24, 2023 EMA Resources, Inc. 755 Yadkinville Road Mocksville, North Carolina 27028 Attention: Mr. Brent Collins Director of Technical Services Reference: Soil Scientist Services for Permit Application City of Danville — Danville, Virginia Caswell County Sites WMSS Project No. 15-06, Phase: 10 Dear Mr. Collins: Willcox & Mabe Soil Solutions, PLLC (WMSS) has conducted a Soil Scientist Evaluation per WMSS Proposal No. 2016-P07 dated May 3, 2016. The evaluation was performed to provide information for submitting a modification to a non -discharge permit to the North Carolina Department of Environmental Quality (NCDEQ) — Division of Water Resources (DWR), Non -Discharge Permitting Unit (NDPU) in accordance with 15A NCAC 2T .1104(c)(2)(A). The evaluation was conducted to assess the soil properties of the proposed acreage and to determine suitability for land application activities in the referenced permit application and the Additional Information Letter dated May 2, 2023 (Specifically, Items 6.a through 6.e). WMSS has included our findings in Appendix I and II in order for this information to be incorporated into the permit modification package being prepared by EMA Resources, Inc. (EMA). The Appendices summarize our evaluations, findings, and recommendations. Should you have any questions or comments about this report please feel free to contact us at (336) 312-1396. Sincerely, Willcox & Mabe Soil Solutions, PLLC Martin Mabe Agronomist Rob Willcox, L.S.S. Soil Scientist Attachments: Appendix I — Summary Table Appendix II — Maps, Soil Profile Description Sheets SharedlWMSS Protects12015115-06 EMA ResourcesThase 10- DanvilleThase 10 Soil Scientist Report -Danville Land Application Program,doc APPENDIX I - SUMMARY TABLE On May 19, 2023, an employee of Willcox & Mabe Soil Solutions, PLLC (WMSS) under the direction of a licensed soil scientist performed hand auger borings on the following sites (areas that were not formerly permitted) and determined that the noted soil series was present for each of the following new areas of Fields NC-CS-06-1, NC-CS-09-1, NC-CS-09-3, NC-CS-12-5, and NC-CS-14-1 added by EMA and evaluated by WMSS: Project County Site No. Field No. Soil Series / Mapping Unit Evaluated by WMSS, PLLC Danville Caswell NC-CS-06 1 Fairview / FbC2 NC -CS-09 1 Fairview / FbC2 NC-CS-09 3 Fairview / FbB2 NC-CS-12 5 Fairview / FbB2 NC-CS-14 1 Toast / TaB The hand auger borings were performed to determine if the proposed land application sites were suitable for land application activities in accordance with 15A NCAC 2T .1104(c)(2)(A) and to be incorporated into a permit modification package for the City of Danville in Danville, Virginia. All new areas of fields evaluated were found to be suitable for land application activities. Please reference the attached maps for hand auger boring locations (noted by a green circle with an "x") and subsequent soil profile descriptions. /gyp SOIL W 1 t �F Q �C C, �.A O Qpb \ 1098 of Rob Willcox NC Licensed Soil Scientist # 1098 APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS WILLCOX & MABE SOIL SOLUTIONS, PLLC SITE/SOIL EVALUATION Project No. )SOS P�Wo Phone No. Date: ,l1 �J19--3 Location / �_0 1 Pin County: L = 1 Property Size Proposed Facility: /_ei Xl F-V _1, Water Supply: Described By:/l�✓�1 0 Weather: On / o Antecedent Moisture On -Site Well ❑ Evaluation: Auger Boring 9 Community El Pit ❑ Public ❑ Cut ❑ Surface Water; FACTORS PROFILE �l PROFILE PROFILE PROFILE Landscape Position % Horizon Depth I — A Color Munsell Texture -Se Structure Consistence s�i .yam Boundary Horizon Depth II Color—Munsell 5l./� Texture Mottles Structure Consistence ,� j/td✓ Boundary Horizon Depth III f _ Al Color—Munsell y Texture C, Mottles Structure Consistence �! Boundary Horizon Depth IV /y— Color— Mansell Texture Mottles L; r ,t,.,, , Structure w k Consistence Boundary Soil Wetness Restrictive Horizon Saprolite LTAR Classification VI J10uw 'QI1q i- r9 �I, 91gr vc�r=ss;ov-i le LEGEND LANDSCAPE POSITION R Ridge Intertluve S Shoulder L Linear Slope FS Foot Slope N Nose Slope H Head Slope Cc Concave Slope Cv Convex Slope T Terrace P Flood Plain TEXTURE s sand Is loamy sand at sandy loam I loam si silt sil silt loam sic[ silty clay loam cl clay loam scl sandy clay loam sc sandy clay sic silty clay c clay CONSISTENCE WET Ns non -sticky Ss slightly sticky S sticky Vs very sticky Np non -plastic Sp slightly plastic P plastic Vp very plastic MOIST vfr Very friable fir friable fi firm vfi Very firm STRUCTURE sg single grain an massive cr crumb gr granular sbk subangular blocky abk angular blocky pl platy pr prismatic o• a.. A v v Rl F' 4 ? f }: 'S! Y' rf 3+`:S•f* r rt 1 i1..?k. ,1� '�?�r r f 1 u' . ®. s ;.. 2C ' > . aI .'j'"'. of N �5i� ✓� � , ® .. « IN /- Y I -�yyY ± ♦ LB �{F6 t. rj y j r G 0 r i. Legend ® Hand Auger Boring y .i,,�"c, "s ;;,.�� ^ " Field Boundary g ,. k tSour-e : Esri ,Makar, owg, star.(Ggog' aphics, CNES/_AiPbus E Soil Series IE; d theTG'I`�'U+' r unity - n _ SCALE: DATE: „ \ FIGURE NO. rn PROJECTNO: 1 "= 660' 5-22-23 ,1. 7--7� City of Danville DRAWNBY wrl Land Application ProgramOR A wQ000t�g3 13C -.Re octrc'es, hic•. NC-CS-09 �F Glenn Hodges WILLCOX & MABE SOIL SOLUTIONS, PLLC SITE/SOIL EVALUATION Project No. A2-O /,_; JO Phone No. Date: S M-27 Location /UG--C Pin County: aJS r_i( Property Size Proposed Facility: 1 1(I� [ A Water Supply: Described By: Weather: /Il" I Dlt Antecedent Moisture On -Site Well Community Public ❑ Evaluation: ID El _ Surface Water: Auger Boring IR Pit ❑ Cut ❑ FACTORS PROFILE -ilsf PROFILE 'mac? PROFILE •�!� PROFILE �� Landscape Position % _ l / -00! LC 0 2� L n �� 71a 1_ L y -2` Horizon Depth _-4- Color Munsell )/ y Lj 7. y Z( 7 YQ 4 Texture L v) Structure Consistence 04—l'Y1vie ,ip 3 - , Y/�'YI P Boundary Horizon Dcpth iI 3 _ J Color-Munsell K S�iey� leg A . Texture - C Mottles Structure ei Arc I T—(_ k w 1n.J(+'r', �. Consistence <5 Boundary Horizon Depth Color -Mansell Texture e_ J C_ C Mottles ;�M1�/ALi 5 rk(z.� mil'/.,...% C i Yi+�Gn.. - (.. r; C i 'in'G.�.--��,,,•[!i Structure„�� Consistence Boundary Horizon Depth IV Color -Mansell Texture � Mottles 4 S A%l 4&� L, rr _ Structure Consistence Tw J° ,qs Ip �- Boundary, Soil Wetness .f Restrictive Horizon Soprolite LTAR Classification Tail ,,,,_ e jew. ,(� ,r; r✓l�cu- h��. r�� . i /-felebI 1'1101G1 I [/'iee') F-l£I?"ji LEGEND LANDSCAPE POSITION R Ridge Interfluve S Shoulder L Linear Slope FS Foot Slope N Nose Slope H Head Slope Cc Concave Slope Cv Convex Slope T Terrace P Flood Plain TEXTURE s sand Is loamy sand sl sandy loam I loam si silt sil silt loam sicl silty clay loam cl clay loam scl sandy clay loam sc sandy clay sic silty clay c clay CONSISTENCE WET Ns non -sticky Ss slightly sticky S sticky Vs very sticky Np non -plastic Sp slightly plastic P plastic Vp very plastic MOIST vfr Very friable fir friable fi firm vfi Very firm STRUCTURE sg single grain m massive cr crumb gr granular sbk subangular blocky abk angular blocky pl platy pr prismatic r r , f ✓ 44 ° � "'s� sir_ ✓ ..' i"�,1�"' �r� '� ,:i t ;34 r' T. la 1 Cx •' I -�i :J i L ��: t '•i'a ti--'C.� r ;��r .' . i 5 °"'f4, C.. y IK t y. fTr . �" .c 7� � � 2 C l •`, t k l «C �� tf^�k�%�C�S'Y'r• Rytm /a•F'�i l + , f 44 r. �• _ L • '1 ( , Hand Auger Boring N. t '�• {` >� t ` Soil Data Cl r S 'far ySouFce Esri, Maxar, GeoEye, Earthstar ,`.,�yi UDq,,�+.USGS, AeroGRID, IGN, and the O Field Boundary Otpy�r GarmYn�jc)OpenStreetMap contributors SCALE 1 ^=440' \ City of Danville, VA FIGURE NO. GATE' 05-22-23 EMA Land Application Program DRAWN BY: BC Resources, Inc. 4 PROJECTNO: NG-C"S-12 L wnnnsasm Margaret Hatchett WILLCOX & MABE SOIL SOLUTIONS, PLLC SITE/SOIL EVALUATION Project No. i5'0[c tok', f D Phone No. Location C-C$!a-as Pin _ Date: -5,q -,7 3 County: ur 1 Property Size Proposed Facility: i✓ t I Water Supply: On -Site Well Described By: Weather: 'II Community i%M.,r`IJ..._ /111_,✓)tr Public Antecedent Moisture ❑ Evaluation: ID _ Surface Water: Auger Boring Pit ❑ Cut ❑ FACTORS PROFIL_V) PROFILE PROFILE PROFILE Landscape Position ! y. &p/11 Horizon Depth I —'Z Color Mansell I/ Texture Structure G✓ Consistence �17P Boundary Horizon Depth II Color—Munsell YAW1 Texture G Mottles ?Z Structure It�t- Consistence Y7731 Boundary Horizon Depth III Color —Mansell �Qlj Texture Mottles Structure �SJj,Li Consistence fj S Boundary Horizon Depth IV .— / ai- Color — Munsell I Texture Mottles Structure Atv Stv Consistence Boundary Soil Wetness Restrictive Horizon Saprolite 3�n LTAR Classification i IiC e �17 LEGEND LANDSCAPE POSITION R Ridge Interfluve S Shoulder L Linear Slope FS Foot Slope N Nose Slope H Head Slope Cc Concave Slope Cv Convex Slope T Terrace P Flood Plain TEXTURE s sand Is loamy sand sl sandy loam I loam A silt sil silt loam sicl silty clay loam cl clay loam scl sandy clay loam sc sandy clay sic silty clay c clay CONSISTENCE WET Ns non -sticky Ss slightly sticky S sticky Vs very sticky Np non -plastic Sp slightly plastic P plastic Vp very plastic MOIST vfr Very friable fir friable fi firm vfi Very firm STRUCTURE sg single grain in massive or crumb gr granular sbk subangular blocky abk angular blocky pl platy pr prismatic } 1•�1(4 � a.f � (^ ,`�`�x "r�M r'r � C.t�`♦'hT�.. 1 �!t ... i r a t>�. 1 ri,►,'ir..� 4 r�*ram •5/�[4 r�yt., �r ' it a.. � i!. w ?c , ,� < ,,. , r Z 41 ./y. .' ♦ r .� � Fy }� �+'' �.' �t'n..trn ...r _, ,, � `�9y a s •, 'fir" �4 N I* Ya t♦ I L4''ti t}u � r� •; .f �.WI 1Nildwood Lake Rd Legend ; ♦ a .•, -Ft n VA r Hand Auger Boring i {�'}.. Soil Data Re o ree: Esri, Maxar, GeoEye, Earthstar Geographics C_N E-SYFlgbus EF O Field Boundary %flow Able �_ and the GIS Use, Community SCALE: _ DATE: FIGURE NO. PROJECTNO: ' -660' DRAWN Lan 05-22-23 �'EMA City of Danville, VA d Application Program W00036561 BIC -.Re ources, Inc. NC-CS-14 David Sartin & Sledge Sartin WILLCOX & MABE SOIL SOLUTIONS, PLLC SITE/SOIL EVALUATION Project No. 0 i I o Phone No. Date: Location AC-05I-LI-01 Pin County: use Property Size i�L Proposed Facility: it Water Supply: On -Site Well ❑ Evaluation: Auger Boring El Community ❑ Pit ❑ Described By: dq—`It� 11-4.-be Public ❑ Cut ❑ Weather: CJOs - olti Antecedent Moisture Surface Water: FACTORS PROFILE PROFILE PROFILE PROFILE Landscape Position % L Horizon Depth I a — 05. IF4- ColorMunsell Q Texture Structure D Consistence /1/e Boundary Horizon Depth 11 Color — Munsell Texture Mottles Structure Consistence Boundary Horizon Depth III Color —Mansell Texture Mottles r,e Structure 1- Consistence Boundary Horizon Depth IV q— Color —Mansell J Texture f Mottles Structure wj Consistence $fj' Boundary Soil Wetness Restrictive Horizon Saprolite LTAR Classification �C—)e 1( 7 LEGEND LANDSCAPE POSITION R Ridge lntertluve S Shoulder L Linear Slope FS Foot Slope N Nose Slope H Head Slope Cc Concave Slope Cv Convex Slope T Terrace P Flood Plain TEXTURE s sand Is loamy sand st sandy loam I loam si silt sit silt loam sicl silty clay loam cl clay loam set sandy clay loam sc sandy clay sic silty clay c clay Ns non -sticky Ss slightly sticky S sticky Vs very sticky Np non -plastic Sp slightly plastic P plastic Vp very plastic MOIST vfr Very friable fr friable fi firm vfi Very firm STRUCTURE sg single grain m massive cr crumb gr granular sbk subangularblocky abk angular blocky pl platy pr prismatic The compliance boundary is established either 250 ft from the residuals application area or 50 ft within the property boundary, whichever is closest to the application area. The review boundary for field CS14-01 and CS14-02 has been modified to allow for application up to 100 feet from on -site water supply well