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Home My WebLink About20140142 Ver 1_401 Application_20140214January 24, 2014 North Carolina Division of Water Resources Webscape Unit 1650 Mail Service Center Raleigh, North Carolina 27699 -1650 Attention: Ms. Karen Higgens Reference: Pre - Construction Notification Jewel Parker Farm Pond Dam Removal Holly Springs, North Carolina S &ME Project No. 1054 -13 -449 Dear Ms. Higgins: - - - - - 20140142 S &ME, Inc. (S &ME) is submitting this Pre - Construction Notification (PCN) for your records for a farm pond dam removal at the above - referenced site in Holly Springs, North Carolina. It is our understanding that this project is exempt from the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) and that a Water Quality Certification from your office should not be required. Mr. James Lastinger with the U.S. Army Corps of Engineers' (USACE) Raleigh office indicated that this project would not require a USACE Nationwide Permit Verification. BACKGROUND INFORMATION The purpose of the project is to breach a dam on an approximately 1 -acre pond. located off of Parkmore Drive in the Town of Holly Springs, North Carolina. The project location is shown on the attached topographic map (Figure 1) and soil survey map (Figure 2). As indicated in the attached Farm Pond Inspection Report by Hugh J. Gilleece, III & Associates (Appendix I), the earthen dam is approximately 250 feet long, between six and ten feet tall, and has an approximately ten -foot wide crest. The dam is estimated to be over 35 years old. The main spillway is an earthen channel that has formed a scour /plunge pool in the receiving stream. The receiving channel is highly eroded and incised, as shown in the photographs in the report (Appendix I). An Approved Jurisdictional Determination by USACE for the delineated streams and wetlands surrounding the pond was incorporated into a Nationwide 29 permit (dated January 5, 2011 and re- issued on May 24, 2012) for the sewer force main associated with the Pecan Grove Apartments project (USACE Action ID 200800875/ DWQ Project # 10 -0954 v.2). The Force Main Wetland Survey included with that PCN that shows the buffered stream and subject pond is included in Appendix II. p- p I u 0. "_R WATER AL17TY Pre - Construction Notification SWE Project No 1054 - 13-449 Jewel Parker Farm Pond Dam Removal, Holly Springs, NC January 24, 2014 PROPOSED IMPACTS To access the breach location, a path for equipment will require clearing vegetation in the currently existing buffer zones 1 and 2 beside the pond that will be drained, as shown on the attached Impact Map (Appendix III) Three rock check dams will be placed below the dam where the new stream will be established after the dam is breached The pond will be pumped dry and the dam will be breached using a 10 -foot wide flat -bottom channel with 2 1 side- slopes through the existing dam Exposed surfaces including the bottom of the pond will be stabilized with seed and straw A new riparian buffer that meets the requirements of Items (4) and (5) of the Neuse River Buffer Protection Rules (15A NCAC 2B 0233) will be allowed to establish itself adjacent to the new channel The rock check dams will be removed when all of the disturbed areas have been stabilized CLOSING By copy of this correspondence and completed PCN, we are requesting your written concurrence that the impacts associated with this project are below the threshold requirements for a Buffer Authorization and Water Quality Certification from DWR If we can provide additional information or answer questions you may have, please feel free to contact Jason Volker at 919- 880 -3137 or jvolker @smeinc corn Sincerely, S &ME '�._ 6e,4, Jason Volker, L S S Environmental Scientist Attachments Pre - Construction Notification (PCN), Figure 1 USGS Topographic Map Figure 2 Wake County Soil Survey Map Appendix I Farm Pond Inspection Report Appendix II Force Main Wetland Survey Appendix III Stream Impact Map o�pF W ATF9OG 1 1 > =i i�.�l o < Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version Pre - Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑Section 404 Permit F1 Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ® Yes ❑ No For the record only for Corps Permit: ® Yes ❑ No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ❑ Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Jewel Parker Farm Pond Dam Removal 2b. County: Wake 2c. Nearest municipality / town: Holly Springs 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Parker, Clifton G & Jewell Adams Elmore Properties, LLC 3b. Deed Book and Page No. 08075/0930 3c. Responsible Party (for LLC if applicable): Ms. Jewell Parker 3d. Street address: 809 Lassiter Place 3e. City, state, zip: Raleigh, NC 27609 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other, specify 4b Name 4c Business name (if applicable) 4d Street address 4e City, state, zip 4f Telephone no 4g Fax no 4h Email address 5 Agent/Consultant Information (if applicable) 5a Name Mr Jason Volker 5b Business name (if applicable) S &ME, Inc 5c Street address 3201 Spring Forest Road 5d City, state, zip Raleigh, North Carolina, 27616 5e Telephone no 919- 880 -3137 5f Fax no 919 -876 -3958 5g Email address jvolker @smemc corn. Page 2 of 10 PCN Form —Version 1 3 December 10, 2008 Version B. Project Information and Prior Project History 1 Property Identification la Property identification no (tax PIN or parcel ID) PIN 0658 -45 -4730 1b Site coordinates (in decimal degrees) Latitude 35 6332 Longitude -78 8173 (DD DDDDDD) ( -DD DDDDDD) 1 c Property size 20 19 acres 2 Surface Waters 2a Name of nearest body of water (stream, river, etc) to Basal Creek proposed project 2b Water Quality Classification of nearest receiving water B NSW 2c River basin Neuse 3 Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application The site property is wooded and undeveloped except for a gravity sewer main that extends northeastward across the site and parallels an unnamed tributary to Basal Creek, which defines the northern property boundary An approximately 1 -acre dammed pond that is fed by the unnamed tributary is located on the southern portion of the site property The site property is surrounded by woods and residential properties 3b List the total estimated acreage of all existing wetlands on the property 1 52 Acres 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1,200 Feet 3d Explain the purpose of the proposed project To breach the deteriorated dam at the onsrte farm pond 3e Describe the overall project in detail, including the type of equipment to be used A temporary path will be constructed from the south around the east side of the pond Three rock check dams will be placed below the dam where the new stream will be established after the dam is breached The pond will be pumped dry and the dam will be breached using a 10 -foot wide flat -bottom channel with 2 1 side- slopes through the existing dam Exposed surfaces including the bottom of the pond will be seeded The rock check dams will be removed when all of the disturbed areas have been stabilized Equipment to be used will include typical construction equipment such as a bull dozer and back hoe Page 3 of 10 PCN Form — Version 1 3 December 10, 2008 Version 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes El No El Unknown project (including all prior phases) in the pasty Comments 4b If the Corps made the jurisdictional determination, what type ❑ preliminary ® Final of determination was made? 4c If yes, who delineated the jurisdictional areas? Agency /Consultant Company S &ME, Inc Name (if known) Mr Jason Volker Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation The approved JD was incorporated into a Nationwide 29 permit (dated January 5, 2011 and re- issued on May 24, 2012) issued for the Pecan Grove Apartments project (Action ID 200800875) The Force Main Wetland Survey included with that PCN showing the buffered stream and subject pond is attached 5 Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b If yes, explain in detail according to "help file" instructions 6 Future Project Plans 6a Is this a phased projects ❑ Yes ® No 6b If yes, explain Page 4 of 10 PCN Form —Version 1 3 December 10, 2008 Version C Proposed Impacts Inventory 1 Impacts Summary 1a Which sections were completed below for your project (check all that apply) ® Wetlands ❑ Streams - tributaries ® Buffers ® Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number — Permanent Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact P or Temporary if known DWQ — non -404, other acres WI [:]POT Clearing ®❑ Nos ❑ DWQ 004 W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.04 2h Comments Construction equipment will be operated within the wetland in order to remove the farm pond dam Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of Average Impact number - Permanent (PER) or jurisdiction stream length (P) or Temporary intermittent (Corps - 404, 10 width (linear (T) (fNT)? DWQ — non -404, (feet) feet) other S I ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 31 Comments 4 Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then individually list all open water impacts below 4a. 4b 4c Open water Name of impact number — waterbody Type of impact Permanent (P) or (if Temporary (T) applicable) 4d Waterbody type 4e Area of impact (acres) Page 5 of 10 PCN Form — Version 1 3 December 10, 2008 Version 01 ®P ❑ T N/A Draining Farm Pond 10 02 ❑ PE] T 03 ❑P 04 ❑P 4f Total open water impacts 1 0 4g Comments Pond or Lake Construction If pond or lake construction proposed, then complete the chart below 5a Pond ID number 5b Proposed use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 5J Size of pond watershed (acres) 5k Method of construction Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a Project is in which protected basm9 ® Neuse ❑ Tar - Pamlico ❑ Other ❑ Catawba ❑ Randleman 6b Buffer impact number — Permanent (P) or Temporary T 6c Reason for impact 6d Stream name 6e Buffer mitigation required? 6f Zone I impact (square feet) 6g Zone 2 impact (square feet) B1 ❑ P ® T Remove pond dam UT to Basal Creek ❑ Yes ® No 2,501 1,704 B2 ❑P ❑T El Yes ❑ No 66. Total buffer impacts 2,501 1,704 61 Comments D Impact Justification and Mitigation Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The contractor is proposing to clear /disturb only enough wetland and existing buffer to breach the pond dam Page 6 of 10 PCN Form — Version 1 3 December 10, 2008 Version lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Work will be done in the dry with approved erosion and sediment control BMPs in place Disturbed surfaces will immediately be stabilized with seed and straw following dam removal Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ❑ Yes ® No 2b If yes, mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation Complete if Using a Mitigation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments Complete if Making a Payment to In -lieu Fee Program 4a Approval letter from in -lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation, stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non - riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation re uired Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required- 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments Page 7 of 10 PCN Form — Version 1 3 December 10, 2008 Version E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1a Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? lb If yes, then is a diffuse flow plan included? If no, explain why Comments The erosion and sediment control plan will ensure diffuse flow ❑ Yes ® No is maintained into buffers 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 0% 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan, explain why The project does not require conveyance of stormwater and results in no impervious surfaces 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government's jurisdiction is this project? Town of Holly Springs ® Phase II 3b Which of the following locally - implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a Which of the following state - implemented stormwater management programs apply ❑ ORW (check all that apply) ❑ Session Law 2006 -246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1 3 December 10, 2008 Version F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ® No use of public (federal /state) land? lb If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter ) Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? ❑ Yes ® No 2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered "no," provide a short narrative description This project includes breaching a farm dam only 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility NA Page 9 of 10 PCN Form — Version 1 3 December 10, 2008 Version 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ® Yes ❑ No impacts? ® Raleigh 5c If yes, indicate the USFWS Field Office you have contacted ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The USFWS website http //www fws gov /raleigh/species /cntylist/wake html, Natural Heritage Program's GIS data of Elemental Occurrences and Significant Natural Heritage Areas (July 2013) for the project area downloaded from the North Carolina Center for Geographic Information and Analysts website, NC OneMap 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? The NOAA Habitat Conservation Division website http //www nero noaa gov/hcd/ 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e g , National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? Review of historic properties on the North Carolina State Historic Preservation Office Geographic Information Systems (GIS) Virtual Workroom (http //gis ncdcr gov/hpoweb/) did not reveal any historic properties to the project area 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA - designated 100 -year floodplain? ❑ Yes ® No 8b If yes, explain how project meets FEMA requirements 8c What source(s) did you use to make the floodplain determination? FIRM map panel 0658 Jason Volker 1/24/14 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided Page 10 of 10 PCN Form —Version 1 3 December 10, 2008 Version ``:��''Iti•.�j � ;'�,a ; f +`\ �, . :� -�- �`J �' \' {o ,\� /. `�., �� ✓rJ \\ )�, `flt.i� �_� � 1��/�j /ti` ��l\�� ! �� `'t', 1 t / ' ,\ %n� \`� v - r/ I \ti.. 1• \..' ( t � � ,'}. � \T:1.:.-� 1 ! � •,�7�� t ` 1 N' .1 ''ir, It �f F /!+/ `1 1,• p}}��,, j i . �` . � / ( x� ,li �' / /;..- ,l \✓ �`� % • � nrl 1 J � i r � _ .fij/r, , w�' .ir � I �. `•-. I �f�' -,` "� r , /J (� -. t l`f � tr JP , t ' ' 1-��i� � /�•( I+ fir. ^��' • ?0nk '� �f-11 Y �\t t..�.-t� _- ��. \��\i/ �•..._./ �i Wl�r...+ _ II 4 �fiw %)i fi$l8 \ f � •`�;,, , -,,`l � r' •� : � . , n— •yam(' -. � �� Wig' jam('- �!,�J'�'i'j� tip, � `` ��•` ;'� ; �� -�" •�� "1 �!_... "' POND _ _ � ,,��1a, (f \(- _,`,� t \• � , .� � 1, . G � �,=•_ __ � \� � � _ i/ �-� (t _ �!I , �'1 t'1 p � `s 1i � jl� •'i ,��y-�,1, l� 'I ilr� ,\ �`^ -. \,, \r lr frr��' _ _ =Z 1391 OLD ADAMS '•<46 .S , S; /il ' ! 1 WADE NASH ROAD - / �'•`�.- � i � � � \ �' ✓ �_.- 1// /:' //� ._,,, yam' ,' � �; � i•� � r . {ri 1111\ �,, r �' = `✓+. .j �'� f� � ,. 4�b s� V Lj SOURCE: S h ,c =tom ` , � , ` (1499" 'APEX, NC USGS QUADRANGLE DATED 1987, � 1L� ;•' i / I '+�+ " - e �, ' i, �) i- einoeP36 end L FUQUAY- VARINA, NC USGS QUADRANGLE DATED 1981 ,', SCALE: 1:24,000 FIGURE DATE: JAN. 2014 VICINITY MAP "° DRAWN BY: JLV S&ME JEWEL PARKER ARM POND R 1 PROJECT NO: WWW.SMEINC.COM HOLLY SPRINGS, NORTH CAROLINA L 1054- 13-449 A Appendix I Hugh J. Gilleece, III & Associates, P.A. - Consulting Engineers- Jewel Parker Property Farm Pond Inspection Report 875 Walnut Street, Suite 360 Cary, North Carolina 27511 (919) 469 -1101 Fax (919) 460 -7637 gilleece@bellsouth.net February 15, 2012 Prepared by: Donald A. Sever, P.E. Introduction On February 15, 2012, Mr. Donald A. Sever, P.E. performed a casual inspection of the farm pond. The farm pond is located off Parkmore Drive in Holly Springs, NC. The age of the farm pond has not been determined, but existing vegetation on the dam would indicate it is over 35 years old. The surface area of the pond is just over 1 acre. The drainage area for the pond is approximately 30 acres, and is approximately 1 mile upstream of Bass Lake. Existinp, Conditions The existing dam is approximately 250 feet long, with the height of the dam between 6 and 10 feet. The crest of the dam is 10 feet wide. Page 2 ��yy fir, fir• A - ♦ - � � �.sr Iii .may., yr 4 _ 1 On the upstream side of the dam, there are 11 hardwood and 1 pine trees ranging from 4 inches to 12 inches in diameter. On the downstream embankment, there are 26 hardwood (mostly sweet gum) and 7 pine trees ranging from 8 inches to 24 inches in diameter. The height of the dam varies to 10 feet, while the downstream embankment is steeper than a 2 horizontal to 1 vertical slope. A desirable downstream slope is 3 to 1. The main spillway for the dam is an earthen channel. The opening is 1 feet in width, and flares to a 5 foot width at the dam crest. The downstream channel is continually eroding. The channel walls are up to 4 feet high in some areas. The channel has formed its own scour / plunge pool at the end of the spillway. Page 4 Page 5 9 aged Upstream of the pond, the main feed is a 2 foot wide channel outfalling into a large wetland area. Recommendations The existing dam does not meet current requirements for dam construction. There is no permanent spillway structure with a gate valve to drain the lake. The emergency / principal spillway is not armored, and will be continually scoured in the future unless steps are taken to stop it. The downstream channel is scouring, and is expected to deepen after large rainfall event. The size and number of trees on the downstream embankment could cause the dam to fail in the future. The slope of the embankment is also substandard. It is our recommendation that the existing dam be breached approximately 50 feet to the west of the main spillway. A new channel should be established in the main pond area after the breach is performed. Downstream of the breach, a new channel should be constructed to the present plunge pool area of the emergency spillway. If the dam is not breached, then a rehabilitation plan should be developed to bring it to meet current design criteria. This can get very expensive for a dam in this present condition. Page 7 Appendix II CALLS ALONG POLEY BRANCH CALLS AROUND WETLANDS BEN J & ALMA L THOMAS COURSE BEARING DISTAN'rx.1RSE FEARING DISTANCE MINNIE DIXON PIN #065 6-46 -4774 EaacEMa1N saute PIN #0658 -36 -8871 10 TEMPORARY 30 PERMANENT D B 2465 PG 355 L -1 IN 11 2950 E 131 71 0 B 99 -E- PG 1876 CONSTRUCTION PUBLIC SEWER & PEDESTRIAN L -2 N 04 26 47 E 9582 L -60 IN 28 3G 44 E 16 03 1 HFR KATE RT OWNERSHIP IIP nrvH OWNER O EASEMENT GREENWAY EASEMENT L -3 N 04 26 47 E 12 54 L-61 N 38 30 54 E 19 96 SCRIBE CERTIFY THAT 1 AM THE OWNER or THE PRISION SHOWN ION EXISTING MANHOLE EACH SIDE L -4 N 89 00 37 E 33 47 L -62 N 4527 43 E 9 11 DESCRIBED HERON WHICH Is SPRINGS TED IN THE HEREBY T THIS ILTION EXISTING MANHOLE L -63 5 99 46 24 E 23 47 of THE rows aP HOLLY sPRINCS atvD THAT 1 HEFEDr nooPi THIS PLnN of RIM - 368 OB _ "Q-S - RIM 35b 5b L -5 N 39 34 48 E 37 09 a IN - 351 43 sag_ �� - EXISTING L -6 N 14 O1 SS W 42 81 L -64 N 84 17 26 C 33 49 OF SUBDIVISION WITH Mr FREE ALL SIRE ESTABLISH MINIMUM PARKS - � L IN --347 7 30 PERMANENT Zn L -7 5 7S 45 47 E 25 02 L -65 N 84 14 54 E 36 49 AND OT LINES nrvD DE ASE E TS STREETS ALLEYS WALKS E AKS OUT - 351 28 - ®mss \UT - 347 OS PUBLIC SEWER & PEDESTRIAN L -G6 N �b 1 U 57 C 32 70 AND OTHER SITES AND CASEMENTS TO PUBLIC OF PRIVATE USE AS NOTED L -n7 s L -8 N 8010 20 E 39 02 % / a� GREENWAY EASEMENT 2 PARKMOFE o9 L -9 S 79 02 10 E 45 30 L -67 N 53 45 13 E 4351 FURTHERMORE HEREBY SPRINGS ALL SANITARY SEWER AND WATER LINES (�� / S w000LEr cr L -10 S 31 14 50 E 24 9U L -66 N 47 25 OS C 43 58 to rTIE tawN OF HOLLY 5PR1ncs 6 (\ \\ L -11 S 5627 59'E 15 35 L -69 N 84 4701 E 54 15 L -24 0 3 \ L -7O N 8533 48 E 4b 05 1, a <v /'v /ti f <-3 s \� EXISTING MANHOLE IL- 12 N 81 50 32 E 49 79 1 L'9 /v 4 3 \ s 13 N 88 54 21 E 1 15 76 L -7I S 82 54 50 E 62 78 v < < L_8 -1 ,v 'S t } \ gti t \ s\ RIM - 422 10 "-OLD nDAMS R0 L -1 a N a7 22 12 E 53 42 L -72 N 39 32 28 E 62 60 (coMPnnr /LLC NAME) 1 !\ L- 13 � L- ti ,� � L -15 N 3`u 59 Sg E 54 81 L -73 N 55 40 71 W 35 09 m ,� o L_ 12 v; f 2p �. ( °�% / v,'� 4-3 �' O'2c \s\ IN - 342 20 _ L -74 N 12 26 07 W 5680 L -4 (� / (� 2E L -27 1 t J \sue OUT - 341 15 L -17 S 16226 9 19 38 W 3C 45 L -75 N 11 45 53 E 45 21 (SIGNATURE) DaiE "1'i z0 V21 (, 46�d \ t F \v° / `s L -18 S 46 13 57 E 36 3E L -76 N 5057 45 E 6b 51 EIP y RUN OF POLEY BRANCH 760 (�76j lvi 'S EIP VICINITY \TAP NTS L -79 5 44 01 02 W 34 96 L -77 S 70 25 46 W 12 90 IS PROPERTY 78 S 49 18 47 W 20 LEGEND L -20 S 63 43 30 E 21 31 L -79 S 53 30 59 W 33 06 (PRINT NAME) TITLE L -21 N 7521 42 E 18.1 L -80 S 49 20 04 W 49 31 CMS - CONCRETE MONUMENT SET L -22 S 75 49 28 E 38 61 L -81 S 80 55 43 W 27 55 L -23 N 44 Ob 14 E 94 06 ECM - EXISTING CONCRETE MONUMENT L -24 S 88 3G 32 E 71 55 L -82 S 7247 00 W 41 50 EIS r o LIP - EXISTING IRON PIPE L -25 S 2327 25 E 2765 L -83 S 67 14 00 W 52 40 ( SIGNATURE ) DATE _ EIS - EXISTING IRON STAKE L -26 S 70 56 04 E 36 78 L -84 S 67 18 24 W 46 70 1 WAKE CO MAPPED ERB - EXISTING REBAR L -27 S 85 15 18 E 40 84 L -85 S 19 50 40 E 11 31 PRINT NAME FLOOD HAZARD LOS - EXISTING COTTON SPIKE L -28 N 55 35 07 E 24 of L -8o S 5621 47 W 33 77 ( ) TITLE SOILS �� —ws -u 0 EPI, - EXISTING PK NAIL L -29 N 5506 19 E 48 10 L -87 5 34 58 OS W 28 59 EN - EXISTING NAIL L -30 S 59 32 29 E 16 07 L -88 S 33 566 27 E 1 1 47 o U ERS - EXISTING RAILROAD SPIKE L -31 S 7202 16 E 21 59 L -90 N 7193303 46 044 W 32 76 EIS IPS - IRON PIPE SET L -52 N 4509 36 E 21 14 L -91 N 90 00 00 E 0 00 ( SIGNATURE ) DATE L -33 S 735306 E 5679 S PIN 065S -45 -4730 v �L_t26 IBS - IRON STAKE SET L -92 S 45 O5 5_ W 64 98 L -34 S 848 59 E 28 58 D H 8075 PG 930 RSS - RAILROAD SPIKE SET L -35 S 32 26 44 W 38 34 L -93 5 75 38 52 W 31 35 It NS - NAIL SET L -36 S a4 35 23 E 21 88 L -94 S 40 16 27 W 23 266 ( PRINT NAME ) TITLE ? 6 M 2010 PG 932 4-�o PkS - Ph OR MAG NAIL SET L -37 N .555504 E 3055 L -95 S 505004 W 13 80 1 9 92 ACRES r -M eo ez is tv R/W - RIGHT OF WAY L -38 1N 87 29 54 E 30 94 L -97 S 19 aCl 27 W 15 74 v 152, - o CL - CENTERLINE L -39 N 68 35 37 E 6 28 is 6 M - BOOK OF MAPS L -40 S 0957 45 W 1825 L -98 S 76 50 31 W 14 63 �� ,h �L- 127 m L -41 5 85 15 t 9 E Z 29 L -99 N 12 34 32 W 808 ( SIGNATURE ) DATE W P 6 - PLAT 600h 4 L -100 N 2020 42 W 29 49 v DAVID MASSEY ADAMS M 6 - MAP BOOK L-42 N 27 39 266 E 124 37 L -101 N 34 56 OS W 30 04 D 6 - DEED BOOK L -43 5 83 45 12 E 32 23 N MILDRED SANDLI,NC ADAMS SB - SET BACK L -44 5 2739 26 W 123 48 L -107 N 852638 W 15 25 ( PRINT NAME ) TITLE EP - EOGE PAVEMENT L -45 N 85 15 18 W 32 57 L -104 S 57 28 52 W 78 23 1-',�e NyQ.PNO P1IN #0 "058 -54 -86516 BC - BACK OF CURB CALLS AROUND WETLANDS L -105 S 5359 16 W 21 66 2 �� *' MH - MANHOLE COURSE BEARING DIST4N0n'�6 S 60 12 33 E 1090 APRIL C WARD et al hELLIE H SOMON el al ELEV - ELEVATION L -4'6 N 02 0309 E 17 1 1 L -107 S 2051 11 W 14 49 w3-5 � D 6 1371 1 P6 1 144 v1 UP - UTILITY ROLE L -47 N 02 03 09 E 62 57 L -105 S 7443 38 W 27 75 o NOTES TP - TELEPHONE PEDESTAL L -43 N 0204 24 E 75 33 L -109 5 44 31 22 w 30 70 I PIN #0658 -35 -8834 - ws -a t J, N C/O - SEWER CLEAN OUT L -49 N 73 25 18 E 43 46 L -110 S 58 2332 W 38 96 �. w� e ` AREA BY COORDINATES W - WATER VALVE L -50 N 75 50 15 E 38 41 L -1 1 1 S 74 1759 W 31 83 X3 6 \ NO GRID COORDINATES REFERENCED TO THW TOWN WM - WATER METER L -51 N 5, 51 48 E 31 40 L -112 5 69 27 14 W 45 09 02 i w-1-1 HYD - FIRE HYDRANT L -52 N 61 29 4, E 4503 L -113 S 791335 W 5164 N 672555E 48811 S p0 DO �; L'1bO OF HOLLY SPRINGS CONTROL MONUMENTS T - TELEPHONE L -53 N 53 39 14 E 62 18 L -114 N 87 56 51 W 14 20 EIP EIS 2 "' L -115 BAKER & SEAGRAVES E - ELECTRIC L -54 N 71 1848 E 42 66 L -115 S 78 41 34 E 67 19 / O - THESE PROPERTIES ARE NOT LOCATED IN A W - WATER L -55 N 55 03 15 E 46 81 L -116 N 7542 57 E 30 50 j 7 ! `o ^ jv*N - FLOOD HAZARD AREA PER F E M A 5 - SANITARY SEWER L -56 N 5344 49 E 32 42 L -1 17 N 51 5329 E 44 21 �^ 1 POND _ MAP #372006580UJ G - GAS LINE L -57 N 50 36 54 E ° 57 L -118 N 6755 12 E 63 10 ,n PIN #0658 -35 -6255 D - DRAINAGE L -58 S 1356 28 E 9 79 L -119 S 73 21 32 E 62 91 0 6 M 1956 PG 389 wn_s ,.ryE -' - NO M DATE 5/2/2006 ZONE % NO TITLE SEARCH WAS PERFORMED BY THIS OFFICE L -59 N 8128 42 "E 19 49 L -120 N 56 49 28 E 44 85 D 6 E075 -930 < 1, IN 8431 51 PROPERTY SUBJECT TO AND BELOW GROUND L -127 N 56 79 32 E 57 19 3 a3 ACRES �f hO 6 EIS E 306 00 ^ w EIS J UTILITIES AND /OR EASEMENTS I HEREBY CERTIFY THAT 129 c � ��' ENO ___ ALL STREETS UTILITIES AND OTHER FEOUIRED IM °FOVEMENTS HAVE BEEN V1� ry LIP n w5- -9 REFERENCES INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO TOWN STANDARDS AND o L -70 S SO SPECIFICATIONS OR GUARANTEES OF THE INSTALLATION 01 THE REQUIRED o w -t 5' ws -< I 31 ad E IMPROVEMENTS IN AN AMOUNT AND MANNER SATISFACTORY TO THE TOWN OF 130 z 16 h 1 mh t" we -m S 257713E EIP 17277 S 803 O6 8075 PG 930 AS \ v0 °o� I 57 77 LIP 7 53 g B M 1981 PG 389 HOLLY SPRINGS HAS BEEN RECEIVED 68 O ^ "'_ / � \ 0 194'6 IBM 2010 PG 932 LIP N Z55D ^' we -L -35 wn -5 ,V/ o.o i�3 EIP OTHERS AS SHOWN THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS /RICHT OF WAY ro NNO POND g°'�°t -j 19 2D w� `T A 18 '7 29 O WETLAND AREA CRAFT DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT �� L 11 � `u N O ^bi Z CRAIC R EARL "f 3D 131 v W o QV 5 DENNIS & B M 1987 PG 2 (n < EDWARD B LANE "' ch ra Q� PIN 0658 -45 6 M 1986 PG 389 KONSTANTINOS PIN JJ0658 -45 -4730 - 520 AC SANDRA McCEE 1 - 2150 u-�z PIN #0358- 45 -40b & ANDREA 1 PIN #0658 -34 -5940 - 0 328 AC — ----- _ .,� B M 1987 PG 27 Ct.. PAPAGIA,VNEFIS PIN #0658 -35 -6255 - 0 134 AC TOWN ENGINEER DATE �� - n9� -_50 wz -s jp v m Q��,�� PIN #UG58 -44 -0932 �cn I :D 6 M 1986 PG 38 PIN #0658-34 -6957 - 0302 AC TOWN OF HOLLY SPRINGS NORTH CAROLINA lip JN 0201 05 6 1 6 �� WN rn w PIN #0358 -a5 -6U 6 GARY M WEICHINGER I / 5171 PIN #0658-34-594,), 0658 -34 -5940 r" 'D /� PAR Cer6 K11fI� nccte of Review Officer B M 1986 PG 930 A iVE D 6 5276 PG 1/ DRIVE State of North Carolina # 220 ACRES AR_ -q50+ - 5 C W PIN 0658 -34 -0719 ' County of Wake Iro S 83 14 49 E \IOODLEY / 10 CONSTRUCTION EASEMENT ^ 352 6O 50 PUBLIC �UCIk WE PLAND AREAS i _______________________ Review Officer of woKZ County czrUly that VARIABLE WIDTH 00 15 P /v THE PECAN (.ROVE PUMP SPAPiON that the reap or plot to which this cz, 6 „ca Lan is aff,..d meets UTILITY EASEMENT all statutory requirements for recording I o DONALD & SHIRLEY BIRr A E G INVESTMENTS, LLC J iz PIN #0658 -34 -5700 589 CAI LS AROUND WETLANDS CALLS AROUND WETLANDS 6 M 1986 PG Review Officer Date -i COURSE FEARING DISTANCECOURSE BEARING DISTANCE PROPERTY OF u, i L -172 N 81 27 54 E 49 z2 L —lss S 6803 14 W 11 s5 CLIFTON G PARKER & ,JEWELL ADAMS PARKER The subd,vidar shall hie the approvud Plat with the Register of Deeds n0i / L -123 N 90 OCT 00 E 0 00 L -156 N 53 57 30 W 16 35 i of Wale County within (60) days of final approval otherwise cn _o L -124 N 34 23 27 E 71 17 L -157 S 620448 W 1701 ELMORE PROPERTIES, LLC CXISTING IRON STAKE .N L -158 S 5359 45 W 19 92 809 LASSITER PLACE such approval shall be null and void NC GRID COORDINATE` w L -175 N 42 32 45 E 44 93 L -159 S 44 44 15 W 18 57 L -1766 N 34 48 36 E 48 24 RALEIGH NC 27609 NAO 83 IN FEET L -127 N 34 15 04 E 43 95 L -160 S 5322 40 W 48 44 E - 7 053 3b3 210 -1 1 L -128 N 15 17 31 W 45 18 L -1 61 N 76 48 23 W 2926 N - 684 646 5791 _ L -129 N 34 24 D4 W 52 17 L 62 N N 45 09 W 5 32 YIN 0658 -45 -4730 - D nl 2010 PG 91Z EIP - L -130 N 15 25 36 C 79 79 L -1663 S 51 1700 W 52 23 # BENTON W DEWAR PROFESSIONAL LAND SURVEYOR L -131 N 087455 W 5701 L -1 o4 S 207936 W 1381 PIN #0658 -34 -5940 - LOT 16 B M 1986 PG 389 NO L -3040 CERTIFY L -132 N 73 59 14 W 4 29 L -1665 5 07 16 12 W 24 92 PIN #0658 -35 -6255 - LOT 17 B M 1986 PG 389 TRACT 1 L -133 N 81 52 21 W 10 85 L -166 N 74 25 SEE 9 70 THAT HIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY SUCH AS D CARLYLE ADAMS L -134 S 71 5630 W 2055 CALL ALONG SEWER ESMT PIN #0658 -34 -8952 - LOP 18 B bI 1986 PG 189 THE RECOMBINATION OF EXISTING PARCELS A COURT ORDERED SURVEY 03 1800 PG 397 ro o L -135 S 24 27 566 W 8.30 OR OTHER EXCEPTION TO THE DEFINITION OF A SUBDIVISION m ^' L -136 S 06 15 25 E 19 70 COURSE BEARING DISTANCE DEED BOOK 8075 PG 9 10 t o L -137 S 48 32 30 E 14 61 P” L -138 S 17 42 29 W 14 12 L -167 S 27 39 26 W 81 34 HOLLY SPRINGS TOWNSHIP ry FILED FOR L -139 S 272000 E 21 32 L -166 N 622034 W 3000 WAKE COUNTY - NORTH CAROLINA --------------------- - - - - -- REGISTRATION L -140 S 56 36 05 W 12 45 L- 1 b9 N 27 39 26 E 68 61 BENTON W DEWAR NCFLS 3040 L -141 S 08 26 36 W 2960 L -170 S 21 25 49 E 6832 SCALE 1' = 150 SEPTEMDER 27 2010 LAURA M RIDDICK L -142 N 8/ 34 47 W 24 59 L -171 S 62 28 29 W 6601 ___ L -143 S 66 10 23 W 22 10 L -172 S 2529 06 W 9857 -- ------ - - - --L -144 S 37 13 59 W 30 47 L-173 S 03 38 00 E 50 30 150 0 150 300 450 1 BENTON W DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER El P LAURA M RD0Ch L -145 S 22 52 52 E 29 15 L- 174 S 48 47 25 W 234 73 I MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY REGISTER OF DEEDS L- 45 S 07 44 56 W 21 01 L -175 S 59 21 45 W 248 68 SUPERVISION THAT THE RATIO OF PRECISION IS 1 ------ — - WAKE COUNTY L -147 S 61 3907 W 4387 L -1766 S 34 25 24 W 61 54 GRAPHIC SCALE - FEET THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES L -148 N 59 1055 W 24 34 L -177 S 5336 25 W 201 b5 PLOTTED FROM INFORMATION FOUND IN BOOK BY ------- - - - - -- -6-149 S 700849 W 4446 L -178 S 711946 W 15782 PAGE -- ----- THAT THIS PLAT WAS PREPARED IN ACCORDANCE ASST /DEPUTY L -150 S 371027 W 2966 L -179 S 4101 27 W 18000 BENTON W DEWAR AND ASSOCiAPES WITH CS 47 -30 AS AMMENDED WITNESS MY ORIGINAL SIGNATURE L -151 S 24 56 37 W 65 15 L -180 N 71 0603 W 7016 LICENCE NUMBER AND SEAL THIS ------ DAY OF __ ______ ______ 20,0 TIME ---------------- L -152 S 15 10 27 E 14 18 L -181 S 8021 02 W 9536 PROFESSIONTAL LAND SURVEYOR - - - -- L -153 N 831956 W 4226 L -182 S 30 1806 W 111 10 5920 I- IONEYCUTT ROAD L- 154 S 00 00 00 E 10 O1 L- 183 S 69 37 47 W 157 44 DATE --- __ ---- S 02 20 31 W 12024 HOLLY SPRINGS INC 27540 BENTON W DEWAR NCPLS - 3040 L -186 PH # (919) 552 -9813 10 -69L RECORDED IN BOOK OF MAPS 2010 PAGE ________________WAKE CO REG FAX # (919) 557 -2255 LAYER 23 VAUCOLEY /106/6 Appendix III / -/- f ° e000_ i y �t It / I 306 00• S 27-13'22-C /! I S7 77• - - - - -- _ � UFF�S UKE PIL PL Is. TEMPORARY WETLAND IMPACTS- 1.651 11 SF (0 04 AC ) TEMP ZONE 1 BUFFER IMPACTS- 2,500 97 SF (0 06 AC ) TEMP ZONE 2 BUFFER IMPACTS- 1,703 87 SF (0 04 AC ) 77• CLIFTON G PARKER JEWELL ADAMS PARKER Hugi� J. Gilleece and Associates IMPACT MAP POND REMOVAL Bu•in•as u =an•• o -0400 OWN BY - JOB 0 B000 0o SHT TRACT ELMORE PROPERTIES, LLC e7s walnut street suits 300 Cary, No= Phone- (010)400 -1101 Fax• (019],400 -7037 DATE 01/13/2014 HR Z SCALE 1 =so �