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Home My WebLink About20230339 Ver 1_E&SC Plan_20221228PROJECT DATA: DEVELOPER AGENT CONTENTMENT HOLDINGS, LLC 1021 HUDSON PLACE DAVIDSON, NC 28036 MR. CURT SIDDEN WATERSHED CONSULTING, PLLC P.O. BOX 7216 RICHMOND, VA 23221 (804) 304-4659 WWW.WATERSHEDVA.COM PROPERTIES INCLUDED PIN # DEED BOOK & PG 1 3975-97-3360 1071/018 2 3975-98-7009 1068/434 3 3985-07-4972 1071/018 4 3985-16-9182 1058/070 5 3985-04-7540 1114/029 6 3985-13-1477 1114/029 7 3985-23-4350 1058/068 8 3985-34-1559 1058/068 9 3985-56-8088 1058/069 10 3985-58-7137 969/225 11 3985-36-7636 1058/203 12 3985-35-8476 1058/068 13 3985-37-5952 1068/453 AREA OF PROPERTY AREA OF LAND DISTURBANCE: LOCATION MAP 1" 0 2000 740.6 227.1 } de h ►�� alone Mounlan CONTENTMENT GOLF COURSE EROSION & SEDIMENT CONTROL PLAN WILKES COUNTY, NORTH CAROLINA .___ � � � - - I . � � = - ' . I 1 --_'. � .� � � � � 1 11 � ' .. �� ] � � �- JJ 11 j r - 1 � ��♦��_� � ��.- .� 1 ] 1 1 t 1 ! � . 1 -� 1 1 t� � 1 '�i�^ 11111 ! 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COVER SHEET 1A. E&S NARRATIVE 2. EXISTING CONDITIONS - 300 SCALE 2A. SOILS MAP - 300 SCALE 3. GOLF MASTER PLAN - 300 SCALE 4. PHASING PLAN - 300 SCALE 5. CLEARING PLAN - 200 SCALE 6. STORMWATER SUMMARY - 300 SCALE 7. DRAINAGE PLAN - 200 SCALE 8. GRADING PLAN 1 - 100 SCALE 9. GRADING PLAN 2 - 100 SCALE 10, GRADING PLAN 3 - 100 SCALE 11. PHASE I E&S PLAN - 200 SCALE 11A. PHASE I E&S PLAN 1 - 100 SCALE 118. PHASE I E&S PLAN 2 - 100 SCALE 11C. PHASE I E&S PLAN 3 - 100 SCALE 12. PHASE II E&S PLAN - 200 SCALE 13. PHASE II E&S PLAN 1 - 100 SCALE 14. PHASE II E&S PLAN 2 - 100 SCALE 15. PHASE II E&S PLAN 3 - 100 SCALE 16. DRAINAGE SUMMARIES 17. E&S DETAILS 18. SKIMMER BASIN SIZING SUMMARIES 19. BIORETENTION BASIN DETAILS 20. SEDIMENT BASIN 01 SHEET 21. SEDIMENT BASIN 02 SHEET 22.IRRIGATION LAKE DETAILS 23. NCG01 NARRATIVES SHEET ■1 %2 \ IP►r►r%4 11 ■PYr% A TI■ ■r e' r+I Irr T A . INL.UV I IVP^KH I I V t Z) ,I -'ILL I !L GENERAL NOTES* 1. Contractor shall notify Department of Environmental Quality Land Resources Section at �336} 776-9800 48-hours prior to land disturbing activity. 2. Wetlands and streams were delineated by Balzer and Associates during August 2008 and August 2010. 3. All wetlands and stream buffers are to be marked with continuous flagging before any work starts. 4. Harris Creek has a 30-foot Water Quality Buffer. No mechanized clearing or land disturbance shall be allowed in the buffer. 5. All creeks on the property have a 25-foot trout buffer. No mechanized clearing or land disturbance shall be allowed in the buffer. 6. No more than 20-acre of disturbed land shall be allowed in the Harris Creek watershed at any given time. 7. This project results in impacts to jurisdictional wetlands and waters of the V.S. No work in jurisdictional areas shall occur prior to obtaining appropriate permits. 8. Project includes grading in a FEMA floodway. No grading in the floodway shall be executed prior to obtaining proper approvals from the North Carolina Department of Environment Floodplain Division. 9. All golf cart bridges shall be open pile structures. 40. All work shall be in accordance with state local and federal standards. 11. Location of existing utilities are not necessarily shown on the plan and if shown are only approximately correct. The contractor shall be liable for all damage done to any structures or property through his negligence or carelessness. Contractor shall verify location and elevation of all underground utilities prior to starting work. For assistance in locating existing utilities, call miss utility at 1-800 552-7001 48-hours prior to excavation. TROUT BUFFER WAIVER SUMMARY A TROUT BUFFER WAIVER WAS ISSUED FOR THIS PROJECT IN SEPTEMBER 2011. A COPY OF THE APPROVAL LETTER IS PROVIDED ON SHEET 1A. PROJECT MANAGER: EA CARO DESIGNED: EA74 = 12/28/222 - DRAWN: SK JOB NUMBER - DESIGN FILE: SP 1 COVER DATE: 11/22/10 REVISIONS: WATERSHED 6-14-11 REVISED PER NCDENR COMMENTS 8-22-11 REVISED PER NCDENR COMMENTS C 0 N S U L T I N 12-28-22 REVISIONS FOR RESUBMITTAL F, 0, Box 7216 RI H MC)ICJ D , VA 23221 W, ATEIS HEEDA. OM COVER SHEET A 4 911 x OA NCDENR ;forth Carolina Department of Environment and Natural Resources Division of Land Resources James D. Simons, P.G., P.E. Land Quality Section Beverly Eaves Perdue, Governor Director and State Geologist Dee Freeman, Secretary September 6, 2011 Contentment Holdings, LLC Attention: Mr. Curtis A. Sidder, Jr., Registered Agent 1021 Hudson Place -- Contentment Holdings, LLC Attention: Mr. Curtis A. Sidden, Member P O Box 185 Roaring Gap, NC 28668 Subject: Trout Buffer Zone Waiver Contentment Golf Course Wilkes County Dear Messrs. Sidden: This office has received your plan for Contentment Golf Course in Wilkes County, North Carolina. Your plan was submitted to this office for approval because of the proposed encroachments into the buffer zone of designated trout waters. In accordance with NCGS 113A- 57(l) and Title 15A NCAC 4B .0125(c) this letter will serve as written approval to encroach on the buffer zones of Hams Creek, Class C, ORW, Trout and Double Creek, Class C, Trout and their unnamed tributaries. This authority has been delegated to me by the Director, Division of Land -Resources, da>ies D. Sunoris; in accordance vvztli NCGS 143 -1 e oliowing conditions will apply to this approval: 1. This approval is based on the plans received August 23, 2011, and revised Sheets SP-15 and SP-17 received via electronic message on September 2, 2011. 2. Land -disturbing. activity shall not commence until an erosion and sedimentation control plan is approved by the N.0 Division of Land Resources, Land Quality Section through the Winston-Salem Regional Office. 3. This approval does not supercede any permitting requirements from the U. S. Army Corps of Engineers or the N.C. Division of Water Quality. 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-45741 FAX. 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina, 27604 Trout Buffer Zone Waiver Contentment Golf Course September 6, 2011 Page 2 of 2 - 4. This approval does not absolve the permtttee from compliance with the surface water quality turbidity standard. More protective erosion and sedimentation control measures may be required in order to comply with this water quality standard. Your cooperation in protecting our environment is most appreciated. If you have any questions about this approval, please contact me at gray,hauser _,ncdenng y or (919) 733-4574. Sincerely, T. Gray Hauser, Jr., PE State Sedimentation Specialist cc: Matthew Gantt, PE, Winston-Salem Regional Engineer Corey Basinger, DWQ, WSRO Erik Allen, Watershed Consulting, PLLC w w Trout Butters Trout Buffers shall be planted and maintained in accordance with the approved "Contentment Buffer Treatment Plan" dated June 7, 2011. Grassing Notes All permanent seeding will be in accordance with grassing plans and specifications prepared by George Golf Design. Grassing specifications are provided in Appendix D of the Erosion and Sediment Control Narrative. Grassing will include a combination of seeded and sodded areas. Grass types include Bentgrass tees, greens, and fairways, Fescue surrounds and Native Seed Mixes in roughs and open areas. When required, temporary seed mix will be provided in accordance with section 6.10 of the "North Carolina Erosion and Sediment Control Planning Manual". EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION The purpose of the project is to construct a new golf course in Wilkes County, North Carolina. The project requires land disturbance of approximately 211 acre of land. The project includes construction of fairways, roughs, greens, and tees of various grass types as specified in the Grassing Plan. The project also includes construction of an irrigation system and sand bunkers. An irrigation lake is proposed which will also provide stormwater attenuation benefits. Eight foot wide cart paths are proposed at various locations and open pile bridges are proposed at stream crossings. The project requires that golf holes play over streams that are designated as trout streams or High Quality Waters. Thus, hand clearing methods are specified in the buffer areas. These areas will be enhanced with native shrubs or native grasses in accordance with the buffer treatment plan prepared by George Golf Design. SITE DESCRIPTION The site occupies roughly 740 acre of rural undeveloped land. The property consists of a mixture forest, pasture, meadows, and logged property as shown on Sheet SP2 of the Plans. The site drains to a number of perennial and intermittent streams which bisect the property and flow to the south west corner of the property. These streams are designated trout streams and contain an associated 25-foot buffer. Many of these streams contain buffers of various conditions including wooded, pasture, pasture with intermittent trees, and shrub areas. The property is steep and slopes towards the various onsite streams. The steepest areas are located along the eastern side of the property which is avoided by the golf course. The golf course will occupy the central and western portions of the property on slopes generally ranging from 5-15%. ADJACENT PROPERTY Adjacent properties are similar in nature and currently function as large rural parcels of land. These properties have similar topography and streams. SOILS A soils map is provided as Sheet 2A of the plans. Approximately 15 soil types occupy the property. These soils are primarily sandy clay loams and sandy loams but include clay loams, gravelly sandy loams, and various complexes. Onsite soils are predominantly Hydrologic Soil Group B soils. A small percentage of the soils are HSG A and C. Soil erodabilty K factors range from 0.05 to D.2, Thus erodability is a concern primarily due to steep slopes versus the composition of the soil. Project Stormwater Designation - Low Density River Basin Yadkin Pee Dee Stream Classifications Harris Creek - C, Trout, HQW Double Creek- C, Tr. Person Responsible for Maintenance Owner shall contact DEQ at (336 776-9800) 48-hours prior to construction to determine if a pre project conference is desired. Wetland Delineation and Section 404 Permits A wetland delineation was performed on the site by Balzer and Associates and confirmed by the U.S. Army Corps of Engineers in 2008. Wetlands from the 2008 delineation are depicted on the plans. Brec Engineering has been contracted to reevaluate wetlands and work with NCDNR and the US Army Corps of Engineers to obtain necessary Section 404 pennits. No work will occur in .jurisdictional areas prior to obtaining necessary permits. SECTION E: GROUND STABILIZATION 1. Ground Stabilization Timelines Ground stabilization shall be achieved on any area of a site where land disturbing activities have ceased within the timeframes listed in Table 3 below. It is recommended to stabilize the ground more quickly if practicable. Extensions of time may be approved by the E&SC plan authority based on weather or other site -specific conditions that make compliance impracticable. Portions of a site that are lower in elevation and not expected to discharge during construction may be exempt from the temporary ground cover requirements if identified on the E&SC plan and approved by the E&SC plan authority. Table 3: Required Ground Stabilization Timeframes Stabilize within Site Area this many calendar Timeframe Variations Description days after ceasing land disturbance "7 w r (a) Perimeter dikes, ' None swales, ditches, and perimeter slopes 7 None (b) High Quality Water (HQW) Zones • If 10' less in length slopes are or and are not s are allowed steeper than 2:1, 14 days (c) Slopes steeper than p y 3:1 7 days for slopes greater than 50' in length and with slopes steeper than 4:1 14 • 7 days for perimeter dikes, swales, ditches, (d) Slopes 3:1 to 4:1 perimeter slopes, and HQW Zones • 10 days for the Falls Lake Watershed • 7 days for perimeter dikes, swales, ditches, 14 perimeter slopes, and HQW Zones (e) Areas with slopes • 10 days for the Falls Lake Watershed unless Flatter than 4:1 there is zero slope. 2. Permanent Ground Stabilization Timeline After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated Ierosion until permanent ground stabilization is achieved. I PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES 1. Sediment Basin -- Practice 6.61 Two sediment basins will be constructed to serve areas that collect drainage from more than 10-acres. Sediment Bain 1 treats hole number 13. Sediment Basin #2 will treat the proposed range and will collect drainage from a 30.4 acre watershed. The basin will be converted to a 6.5-acre irrigation storage lake upon completion of the project. The lake will also serve as a source of fill for the project. As demonstrated on Sheet 14 of the plans, the basin will ultimately provide more than 10-times the required storage capacity. 2. Hand Clearing No mechanized clearing or grubbing shall be allowed within 25-feet of any trout streams (all streams) or 30-feet of any high quality waters (Harris Creek) as designated on these plans. Hand clearing methods shall be used as shown in the clearing plan (Sheet5). These areas shall be stabilized in accordance with the Buffer Plan prepared by George Golf Design. 3. Temporary Sediment Trap -- Practice 6.60 More than 25 sediment traps are proposed to treat sediment laden runoff from areas of concentrated drainage. Most traps will use standard outfalls. Several traps will be constructed within sump areas of proposed stormsewer inlets and the inlets will be modified to serve as outfall structures. Details are provided on Sheet 17 of the plans. Calculations are provided on Sheets 18 of the plans. 4. Temporary Diversions --Practice 6.20 Temporary diversions will be used to divert clean water through the site during construction. These will be facilitated by construction of diversion dikes and installation of specific pipes as an initial phase of the construction process. Diversion dikes are proposed on upslope portions of the property in a number of locations to force clean water in to drain pipes. The diversion dikes are also used in a number of locations to divert drainage into sediment traps. All pipes designated as initial drainage must be installed as part of the erosion and sediment control measures to convey clean water through the site and minimize drainage areas to traps. 5. Silt Fence -- Practice 6.62 Silt fence is proposed in numerous locations as shown on the plans to capture sediment from slopes. Silt fence details are provided on Sheet 17 of the plans. 6. Super Silt Fence Super Silt Fence (chain link reinforced silt fence) is proposed in several areas which collect drainage from long and/or steep slope lengths in areas that cannot be treated by traps due to slope constraints. Super Silt Fence specifications are provided on Sheet 17 of the plans. 7. Temporary Gravel Construction Entrance/Exit -- Practice 6.06 Nine temporary gravel construction entrances will be installed at various locations on the property. These are needed to fully access construction areas while minimizing stream crossings during construction. Entrance locations are provided on Sheet 4 and Sheets 11-16 of the plans. Specifications are provided on Sheet 17 of the plans. 8. Inlet Protection -- Practice 6.52 All inlets will require inlet protection in accordance with specifications provided on Sheet 17 of the plans. 9. Outlet Stabilization Structure -- Practice 6.41 Riprap aprons will be located at the outfalls of systems 1-1, 1-2, 5-1, 7-1, 10-1, 13-1, 18-1, 18-2, and P-1 to prevent scour. See Sheet 17 for outlet protection details and Sheet 16 for sizing details. 10. Surface Roughening -- Practice 6.03 Any 3:1 cut slopes shall be lightly roughened by disking just prior to vegetating, and the surface 4 to 6 inches of the 2:1 fill slopes will be left in a loose condition and grooved on the contour. 11. Surface Stabilization Surface stabilization will be accomplished with vegetation and mulch as specified in the Grassing Plan Sheet G1. Areas should be vegetated as soon as final grade is reached. Areas that require only clearing and grubbing shall be stabilized immediately upon finalizing grubbing activities. Areas where grading is proposed shall be vegetated upon reaching final grade and implementation of an irrigation system. MAINTENANCE PLAN 1. All erosion and sediment control practices will be checked for stability and operation following every runoff -producing rainfall but in no case less than once every week. Any needed repairs will be made immediately to maintain all practices as designed. 2. The sediment basin will be cleaned out when the level of sediment reaches 1.0 ft below the top of the riser. Gravel will be cleaned or replaced when the sediment pool no longer drains properly. 3. Sediment will be removed from the sediment trap and block and gravel inlet protection device when storage capacity has been approximately 50% filled. Gravel will be cleaned or replaced when the sediment pool no longer drains properly. 4. Sediment will be removed from behind the sediment fence when it becomes about 0.5 ft deep at the fence. The sediment fence will be repaired as necessary to maintain a barrier. S. All seeded areas will be fertilized, reseeded as necessary, and mulched according to specifications in the vegetative plan to maintain a vigorous, dense vegetative cover. I Z `vJ W f" v Ny' �QCMN 9 � ryN 5. x 1 O 5. L 10 ..x m o�a4 -_, Cq 0 Lv 0 0 C)Ir 7 In Wen D W 0 0� :Z C a. 00- 0 ��V111411f1f�� ''I 0 574 12/28/22 - RIK AL H 11110 PROJECT MANAGER: EA DESIGNED: EA DRAWN: SK DESIGN FILE: SP 1 A E&S NAR DATE: 1 1 /22/ 10 REVISIONS: 6-14-11 REVISED PER NCDENR COMMENTS 8-22-1 1 REV[SE❑ PER NCDENR COMMENTS SHEET SPIA r r -_-- I 1I I/ --_� \ �\�_] I rI/ r I l I II ``- r - r = --- -�-=�� y I - 111. I 1 r - - - .. - � -_ � \\ I I . 1 / 1 { 1 II I 1 I 11 [J ! 14 I 1 I �-�1111 -� ��-1 IIIII � f1 I f IIIIIII 11 1 1 �► -._� 1 1 1 �-•'.,-.�, �. �\ IIr/ / / / I 1 1 1 � _- I I I I I I 1 I ` � 1 [ 1 ll I f 1 I �-- � -- /-= IIII IIIII r/- - _-- \��` .. �`_ � / f it [IIII J )1 1 1 I I �_L--- ~_- -`\\ \�\\\ . _.\.- -- ?r'- / f- -� r/ / 1 - } 4 1 T ♦ \ 1• 11 I I I 1 \ -. 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J `1\, \ - 1 ] I J I %i r I _ ` - 1 1 1 1� 1 �..- - GRAPHIC SCALE 1 = 300 , \1 1 [--/_/// . \ `\ I - - 1 ■ \ / / _ 11 1} - �- _ ` -- ' r 1�\\\ � � 1 11 I - I -�--_� \♦��` \\I,1 f t' {r _ _ 1 1 ��_ �_ _J _ -__-`1� - /// / r_`11/r l �i �''/ _ - - �1ll,llly-� - : 1\!1�:`� WETLAND / \ . /IIII ♦♦ -��- J 1 / JII/./err �-- - �1l\�/ `-_/!IIIII, ///r/�.� 1�111IL\�z �� NDR 11I ♦ ` -�\� \♦♦ . _� / r.-� . -� -1 l l \ ` / I 1 / 1 1 ��. J . \ _ 11 I 1 1 1 r- r, . -_-♦ ._ - r . 1--- -- - - TH 1 \\ \ \ \ _ �� ♦\♦ \ \ 1 . - - - _ l 1 1 . - 1 1 1 I 1 II •. 'i / - ♦ - l l r IIr- I I r/ r - -` 300' 0' 300' 600' If } [ 1 1 II /r- -�-�� . 1I \\ . �\♦\\\ \� ♦ \ I • -��- , l 1 -� 1 I1 \� _- r_ I I 1 I ` mmimm�_� 1 J I .r` 1 l [ [ 1 �i �i r / -_=\\� .-_ _ JIIIr--rJrr/rr --- SOIL SYMBOL SOIL NAME HYDROLOGIC SDI L GROUP K VALUE BrB2 Braddock clay loam, 2-8% slopes, moderately eroded B 0.20 BrD2 Braddock clay loam, 8-25% slopes, moderately eroded B 0.20 CeF Chestnut-Ashe complex, 25-90% slopes, very stony B 0.05 CsD Cowee-Saluda complex, 8-25% slopes, stony B 0.10 CsE Cowee-Sal u d a complex, 25-60% slopes, stony B 0.10 CwA Cullowhee fine sandy loam, 0-3% slopes, frequently flooded B/D 0.10 EsD Evard-Cowee complex, 8-25%slopes, stony B 0.05 EsE Erard-Cowee complex, 25-60% slopes, stony B 0.05 FcC2 Fairview sandy clay loam, 8-15% slopes, moderately eroded B 0.20 HeC2 HayesviIIe sandy clay loam, 8-15% slopes, moderately eroded B 0.15 RgD Rhodhiss-Bannertown complex, 15-35% slopes, stony B 0.10 RhC Rhodhiss-Toast complex, 5-15% slopes B 0.15 RzA Rosman-Reddies complex, 0-3% slopes, occasionally flooded A 0.10 TaD Tate fine sandy loam, 8-25% slopes B 0.17 TcC Tate-Cu llowhee complex, 0-25% slopes, frequently flooded B 0.15 z w a o � � H O � W o � U � aNC)ti {►•J► J coWNYaj gW Ny' �QCMN 9 � •ryN nn' LJ+ �vma' 0 o a: o11120 LLI z (,J cj) x 1A11_ N r N Q TT i IN J X j O LIE, j [Q Z 0 W N � u � � ao� Z 3 `,,,,��111CAR 111111711111 0 574 12/28/22 _ PROJECT MANAGER: EA DESIGNED: EA DRAWN: SK DESIGN FILE: SP2A_SQILS DATE: 1 1/22/10 REVISIONS: 6-14-1 1 REVISED PER NCDENR COMMENTS 8-22-11 REVISED PER NCDENR COMMENTS 12-28-22 REVISIONS FOR RESUBMITTAL SHEET SP2A