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Home My WebLink About20140413 Ver 1_401 Application_20140314• March 21, 2014 U S Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 (� Attention: Mr. James Lastinger D @ €1 _ 1� North Carolina Division of Water Resources MAR 2 1 ai4 Webscape Unit _��, l h 1650 Mail Service Center WR - WATER 6-GA— tT Raleigh, North Carolina 27699 -1650 r3ranch Attention: Ms. Cherri Smith Reference: Application for Nationwide Permit No. 29/Water Quality Certification No. 3890 Pecan Grove Apartments South Holly Springs, North Carolina S &ME Project No 1054- 10 -228E Dear Mr. Lastinger and Ms. Smith: S &ME, Inc (S &ME) is submitting this Pre - Construction Notification (PCN) for the above - referenced project as application for a U.S. Army Corps of Engineers (USACE) Nationwide Permit Number 29 (NWP 29) Verification, a North Carolina Department of Environment and Natural Resources (NCDENR) Water Quality Certification (Number 3890 (WQC 3890)) and Authorization Certification per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) The following attachments are included in support of our request: $240 Check for NCDWQ Minor Water Quality Application Fee Pre - Construction Notification (PCN) Appendix I: Figure 1 Vicinity Map (USGS Topographic Quadrangle) Figure 2 Site Map, (2013 Aerial Photograph) Figure 3 NRCS Soil Survey Map, Wake County, 1970 Appendix II Sheet 1 Overall Site Map Sheet 1 Impact Key Map Sheet 2 On and Offsite Impact Maps Sheet 4 General Notes and Schedules Sheet 5 General Notes and Schedules Sheet 7 Overall Drainage Plan Sheet 10 Wet Pond 1 Details Sheet 11 Wet Pond 2 Details Sheet 18 Old Adams Rd Plan and Profile and Road Improvements Nationwide Permit No 29 Application S &ME Project No 1054- 10 -228E Pecan Grove Apartments Phase II, Holly Springs, NC March 21, 2014 Sheet 18 Sanitary Sewer Outfall Plan and Profile Appendix III: Jurisdictional Wetland Surveys and Stream Buffer Determination Letter (Previously included with the Pecan Grove Apartments Phase I NW29 Permit Verification) Appendix IV. SHPO Scoping Correspondence (2010) and Current SHPO Map (March 20, 2014) Appendix V: Restoration Systems Correspondence, March 21, 2014 Appendix VI: Agent Authorization BACKGROUND INFORMATION The Pecan Grove Apartments South project site is the second phase of the Pecan Grove Apartments project and is located on the south side of Old Adams Road in Holly Springs, North Carolina A Vicinity Map, Site Map and Soil Survey Map are attached in Appendix I. Approved jurisdictional and riparian buffer impacts associated with Phase I of this project are authorized in DWR# 10- 09540 (9/17/13) and SAW-2008-00875 (9/10/13). TOTAL IMPACT SUMMARY Approved Impact Type Phase I Proposed Phase II Total Impacts Impacts* Impacts Intermittent Stream 88 5 ft 12 0 ft 1005 permanent Perennial Stream temporary 55 ft 35 8 ft 908 404 Wetland permanent 0 248 acres 0 042 acres 0 29 acres 404 Wetland temporary 0 105 acres 0 043 acres 0 148 acres Riparian Buffer (Zone 1) 5,455 sf 3,772 6 sf 8,036 6 sf permanent Riparian Buffer (Zone 1) 4,264 sf 558 1 sf 5,138 1 sf temporary Riparian Buffer (Zone 2) 4,580 sf 2,985 8 sf 7,565 8 sf permanent Riparian Buffer (Zone 2) 3,181 sf 8110 sf 3,9920 temporary Greenway Trail Riparian Buffer (Zone 1) permanent -- 370 7 sf 370 7 sf Greenway Trail Riparian Buffer (Zone 1) permanent 366 1 sf 366 1 sf Nationwide Permit No 29 Application S &ME Project No 1054- 10 -228E Pecan Grove Apartments Phase II, Holly Springs, NC March 21, 2014 MITIGATION The cumulative impact for Phases I and II of this project is 0 29 acre of riparian wetland. At a 2:1 ratio (previously applied by USACE for this project) a total of 0.58 acre of riparian wetland impact is required to be mitigated. The client has already made payment to EEP to mitigate 0.496 acre of this amount for Phase I. The remaining amount to be mitigated is 0.084 acre Correspondence from Restoration Systems, LLC dated March 21, 2014 that confirms reservation of 0.09 acre of riparian wetland credit is attached CLOSING By copy of this correspondence and completed PCN, we are requesting your written concurrence with this NWP No. 29 and WQC 3890 permit application. If we can provide additional information or answer questions you may have, please feel free to contact Jason Volker at 919- 880 -3137 orjvolker@smeinc.com. Sincerely, S &ME Jason Volker, LSS Environmental Scientist x •, Office Use Only Corps action ID no DWQ protect no 20100454V.4- Form Version 1 3 Dec 10 2008 L3 J V L9 MAR 2 1 2614 W. 4111 - A7W ALin Page 1 of 13 nft nwat�ar Branch PCN Form -Version 1 3- December 10, 2008 Version Pre - Construction Notification PC Form A. Applicant Information 1. Processing la Type(s) of approval sought from the Corps FE Section 404 Permit ❑Section 10 Permit 1 b Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number 3890 1c Has the N WP or GP number been verified by the Corps? ® Yes ❑ No 1 d 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 le 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 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a Name of project Pecan Grove Apartments South 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 Holly Springs WEH LP LTD PTNRP 3b Deed Book and Page No 15603/985 3c Responsible Party (for LLC i f applicable) Mike Howington 3d Street address 56 Hunter Street 3e City, state, zip Apex, North Carolina 27502 3f Telephone no (919) 796 -4425, Alternate: ( 919 ) 796 -1612 3g Fax no 3h E ::,, �,1;, -W J howingtonmwh @aol com or markgdh @gmail corn. L3 J V L9 MAR 2 1 2614 W. 4111 - A7W ALin Page 1 of 13 nft nwat�ar Branch PCN Form -Version 1 3- December 10, 2008 Version 4. Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other, specify Consulting Engineer 4b Name 4c Busines s 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 @smeinc.com Page 2 of 13 PCN Form — Version 1 3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) PIN- 0658 -33 -5805 lb Site coordinates (in decimal degrees) Latitude 35 6285 Longitude - 78.8201 (DD DDDDDD) ( -DD DDDDDD) 1c Property size 16.88 acres 2. Surface Waters 2a Name of nearest body of water (stream, river, etc ) to proposed project Basal Creek 2b Water Quality Classification of nearest receiving water B:NSW 2c River basin Neuse Page 3 of 13 PCN Form — Version 1 3 December 10, 2008 Version 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 general land use in the vicinity of the site is residential. The main portion of the site is partially wooded and bound on the west by NC Highway 55 and on the north by Old Adams Road. Phase I of this project is a residential apartment complex located on the north side of Old Adams Road. Residential development also borders the site on the east. The site drains southward via a jurisdictional tributary and riparian wetlands to a pond located near the southern property boundary. The stream then flows to Basal Creek and Bass Lake. The project also includes a greenway trial that follows a mostly wooded sewer easement northeastward, which is associated with Phase I of this project. The greenway trail is contained within the easement and crosses two streams via proposed boardwalks. 3b List the total estimated acreage of all existing wetlands on the property 1.5 Acres 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 640 Feet 3d Explain the purpose of the proposed project To construct a residential apartment complex. 3e Describe the overall project in detail, including the type of equipment to be used This is the second phase of the construction of the Pecan Grove Apartments (DWR# 10- 09540 and SAW - 2008- 00875). Phase I of this project is located on the north side of Old Adams Road and Phase II is located on the south side of the road. The Phase II project area is 16 89 acres. The proposed Phase II apartment complex will consist of 174 units with a commercial component of slightly over 2.5 acres. There is a stream along the western edge of the project which splits the commercial area from the apartments. There will also be a clubhouse, swimming pool, parking lots and garages, as well as other auxiliary features. Stormwater will be collected by curb and gutter around all outside parking areas. These areas will be collected in catch basins and conveyed by pipes Roof drains are to be connected to the storm drain pipes. Stormwater will be treated to remove some of the nitrogen from it It will also be retained to reduce the peak outflow for the one year storm to that of the pre - development flow rate. It is proposed to treat and retain the flow volume for the apartment side (eastern portion of the site) to a wet retention pond #1 on the eastern side of the stream. It will then be released into the stream. The commercial area (western portion of the site) is proposed to flow to wet pond #2 on the western side of the stream. At this time, there are no definitive plans for the commercial site. A placeholder design has been shown for the parking lot layout. For this reason, no storm sewer pipe design has been developed for the commercial area. The project includes a greenway trial that follows the sewer easement associated with Phase I of this project The greenway trail is contained within the easement and crosses two streams via proposed boardwalks Typical land grading and commercial construction machinery is proposed to be used on -site. Page 4 of 13 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 / N Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments 4b If the Corps made the jurisdictional determination, what type ❑ Preliminary N 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 Corps determination made January 5, 2011. USDWQ stream determination was made on September 3, 2008 Documentation is attached. 5. Project History 5a Have permits or certifications been requested or obtained for N Yes ❑ No ❑ Unknown this project (including all prior phases) in the past? 5b If yes, explain in detail according to "help file" instructions Approved impacts associated with this project were authorized in DWQ's 401 WQC (EXP# 10 -0954) dated January 4, 2011 and re- issued on May 30, 2012 and USACE's Nationwide Permit Number 29 (Action ID 200800875) dated January 5, 2011 and re- issued on May 24, 2012. Additional after - the -fact impacts associated with the widening of Old Adams Road were authorized in DWR# 10- 09540 (9/17/13) and SAW- 2008 -00875 (9/10/13). 6. Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes, explain (This is the second /last phase of construction of the Pecan Grove Apartment complex). Page 5 of 13 PCN Form — Version 1 3 December 10, 2008 Version C Proposed Impacts Inventory 1 Impacts Summary la 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 T if known DWQ — non -404, other acres W1 ® P ❑ T Clearing Bottomland ® Yes ❑ No ® Corps ❑ DWQ 0.007 W2 ®P ❑ T Clearing Headwater Z No ❑DWQ 0.001 W3 ❑ P ®T Clearing Headwater ® Yes ❑ No ® ❑ Corps DWQ 0.032 W4 ®P ❑ T Fill Headwater ® ❑ Yes No ® ❑ Corps DWQ 0.033 W5 ❑ P ®T Clearing Headwater ® Nos Z Corps 2g. Total wetland impacts 0.085 2h. Comments: Permanent wetland impacts total 0.042 acre Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this questio n 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) (INT)? DWQ - non -404, (feet) feet) other) S 1 F-1 P ®T Greenway UT to Basal Creek ® PER ❑ INT ® Corps ❑ DWQ 3.0 14.6 S2 ❑ P ® T Greenway UT to Basal Creek ® ❑ PER INT ® ❑ Corps DWQ 16 152 S3 ❑ P ®T Utility Line UT to Basal Creek E:1 ® PER INT ❑ Corps ❑ DWQ 10 6.0 S4 ® P ❑ T RipRap/Pipe UT to Basal ❑ PER ❑ Corps 10 12.0 Extension Creek ® fNT ❑ DWQ 3h. Total stream and tributary impacts 47.8 3i. Comments- Permanent stream impacts total 12 feet. 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. Page 6 of 13 PCN Form — Version 1 3 December 10, 2008 Version 4a. 4b 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact Permanent (P) or (if (acres) Temporary (T) applicable) 01 ❑P 02 ❑P 03 ❑P ❑T 04 ❑P ❑T 4E Total open water impacts 4g. Comments: Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond Proposed use or purpose of (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded ID number pond P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres) 5k. Method of construction• 6. 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. ® Neuse ❑ Tar - Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for Buffer Zone 1 impact Zone 2 impact Permanent (P) or impact Stream name mitigation (square feet) (square feet) Temporary (T) required? 131 ❑ P ®T Greenway UT to Basal Creek ®Nos 3707 366.1 B2 ® P ❑ T Utility UT to Basal Creek ❑ Yes 3,772.56 2,985.8 Corridor ® No B3 ❑ P ® T Construction UT to Basal Creek ®Nos 558.1 811.0 Page 7 of 13 PCN Form — Version 1 3 December 10, 2008 Version 6h. Total buffer impacts 4,701.36 4,162.9 6i. Comments. Permanent buffer impacts total 3,772.6 sq.ft (Zone 1) and 2,985.8 sq.ft. (Zone 2). D. Impact Justification and Mitigation Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. This project was redesigned to avoid stream and riparian buffer impacts and to minimize impacts to wetlands. Sediment and erosion control practices described in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" and approved by the local governing authority (Town of Holly Springs) will be used in compliance with specifications governing the proper design, installation, operation and maintenance of such Best Management Practices (BMP's). lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to the stream and surrounding wetlands and riparian buffers will be minimized by conducting work during dry weather conditions 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: Restoration Systems, LLC 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments 0 09 riparian wetland mitigation credit has been reserved (see attached letter, 3- 21 -14) 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: 0.0 linear feet 4c. If using stream mitigation, stream temperature, ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only). 0.0 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 Page 8 of 13 PCN Form — Version 1 3 December 10, 2008 Version 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 required. 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 9 of 13 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 ® Yes ❑ No Comments 2. Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 50% 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan, explain why 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan Stormwater will be collected by curb and gutter around all outside parking areas. These areas will be collected in catch basins and conveyed by pipes. Roof drains are to be connected to the storm drain pipes. Stormwater will be treated to remove some of the nitrogen from it. It will also be retained to reduce the peak outflow for the one year storm to that of the pre- development flow rate. It is proposed to treat and retain the flow volume for the apartment side (eastern portion of the site) to a wet retention pond #1 on the eastern side of the stream. It will then be released into the stream. The commercial area (western portion of the site) is proposed to flow to wet pond 92 on the western side of the stream. At this time, there are no definitive plans for the commercial site. A placeholder design has been shown for the parking lot layout. For this reason, no storm sewer pipe design has been developed for the commercial area. ® 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 Page 10 of 13 PCN Form — Version 1 3 December 10, 2008 Version 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 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 property designated for the construction of future commercial businesses The impervious surface area contributed by these commercial tracts is accounted for in this project. i 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 The apartment complex will be connected to the public sewer utility. Page 11 of 13 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, ind icate 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? Letter correspondence with USFWS, the USFWS website: http //www.fws.gov /raleigh, Natural Heritage Program's on -line database, GIS data of Elemental Occurrences for the project area downloaded from the North Carolina Center for Geographic Information and Analysis 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 Letter correspondence with USFWS, the USFWS website- http: / /www.fws gov /raleigh, Natural Heritage Program's on -line database, GIS data of Elemental Occurrences for the project area downloaded from the North Carolina Center for Geographic Information and Analysis website, NC OneMap. 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? In December 2010, the State Historic Preservation Office (SHPO) responded to a scoping letter addressing parcels for both Phases of the Pecan Grove Apartments project (north and south of Old Adams Road) (Seethe attached scoping letter and SHPO's response letter dated December 14, 2010) At that time, the parcel associated with Phase I of the project north of Old Adams Road was eligible for listing on the National Register of Historic Places. The parcel associated with Phase II of the project was not designated as a historical resource. S &ME used the SHPO HPOWEB GIS Service to review the project area on March 20, 2014. The current project site is not designated as a historical resource. It is buffered by approximately 230 feet of wooded area from a site determined to be eligible for listing on the National Register (WA0611 Adams House, 1997) The site WA0612 Richard L. Adams Farm, 1990, 1997, is located west of the site on the west side of NC HWY 55 (See the attached map obtained from the SHPO HPOWEB GIS Service site). Page 12 of 13 PCN Form — Version 1 3 December 10, 2008 Version 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 Applicant/Agent's Printed Name 3/21/14 Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided Page 13 of 13 PCN Form — Version 1 3 December 10, 2008 Version I s +j i':Yia1�1►�'` � �� i •• y ;i� •i,�'i..�;' ��' � 1'��i �;" l�'' i � 1i{ i �� N � _ Tank, 1� w { �. 1't �i'`- •°.,``h. 1 h j'' J 1. X71 A� l ( �rS • -� '— �_ _ ��_ �� +_. y ` �' j ti L ' . (`,J �, r5 I..`'lt }_�� 1� �.. ,• �` J t ��``1 it`_ ��_' �JJ '{. 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W J > t0 Q Q I Z O a W 3 S Nf']O Sept 7, 2010 Jason Volker S &ME, Inc 3201 Spring Forest Rd Raleigh, NC 27616 Dee Freeman Secretary NBRRO408 -193 REVISION Wake County BASIN ® Neuse (15A NCAC 2B 0233) ❑ Tar - Pamlico (15A NCAC 2B 0259) ® Ephemeral /Intermittent/Perennial Determination ❑ Isolated Wetland Determination Project Name Location /Directions Subject Stream Old Adams Rd Tract REVISION Subject parcel is located south of Old Adams Rd and east of Hwy 55, south of Holly Springs, USGS Apex; NRCS Wake County Sheet 90 UT to Basil Creels Date of Determination: August 20, 2010 Feature E /I/P* Not Subject Subject Start@ Stop@ Stream Form Pts. Soil Survey USGS To o A I X X B I X Flag `HC' *l11 1P = Ephemeral /IntermittentlPerennial Explanation The feature(s) listed above has or have been located on the Soil Survey of Wake County, North Carolina or the most recent copy of the USGS Topographic map at a 124,000 scale Each feature that is checked "Not Subject" has been determined not to be a stream or is not present on the property Features that are checked "Subject" have been located on the property and possess characteristics that qualify it to be a stream There maybe other streams located on your property that do not show up on the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority may request a determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the Director shall be referred to the Director in writing c/o Ian McMillan, DWQ Wetlands /401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604 -2260. NorthCaro ina �%Rtlll'li��lf North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (9I9) 791 -4200 Customer Service Intemet www nwaterqual ty oig 1628 Mail Service Center Raleigh, NC 27699 -1628 FAX (919) 571 -4718 1-877 -623 -6748 An Equal Opportunity/Affirmative Acton Employer -50% Recydedl10% Post Consumer Paper Old Adams Rd Tract REVISION Wake County September 7, 2010 Page 2 of 2 If you dispute the Director's determination you may file a petition for an administrative hearing. You must file the petition with the Office of Administrative Hearings within sixty (60) days of the receipt of this notice of decision. A petition is considered filed when it is received in the Office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays. To request a hearing, send the original and one (1) copy of the petition to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699 -6714. The petition may also be faxed to the attention of the Office of Administrative Hearings at (919) 733 -3478, provided the original and one (1) copy of the document is received by the Office of Administrative Hearings within five (5) days following the date of the fax transmission. A copy of the petition must also be served to the Department of Natural Resources, c/o Mary Penny Thompson, General Counsel, 1601 Mail Service Center, Raleigh, NC 27699 -1601. This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60) days. The owner /future owners should notify the Division of Water Quality (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the Division of Water Quality (Central Office) at (919)- 733 -1786, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919) - 876 -8441. Respectfully, Martin Ric pond Environmental Specialist cc Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604 RRO /SWP File Copy lov Af }� WADE COUNTY, NORTH CAROLINA -- SHEET NL "l! 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'�`�, ` `'i, ci�F� .t •1�•., � �\, M r .Jt!3� Al eD A4T �[} `OtOF WArF9pG Michael F Easley, Governor William G, Ross Jr, Secretary rNorth Carolina Department of Environment and Natural Resources Coleen H Sullins, Director Division of Water Quality Melanie McKinney S &ME, Inc 3718 Old Battleground Rd Greensboro, NC 27410 BASIN - Neuse River X (15A NCAC 2B 0233) Project Name Old Adams Rd Tract September 24, 2008 Tar - Pamlico (I 5A NCAC 213 0259) NBRRO##08 -193 Wake County Location /Directions. Subject parcel is located north of Old Adams Rd and east of Hwy 55, south of Holly Springs. USGS =Apex; NRCS =Wake County Sheet 90 Subject Stream: UT to Basil Creek Date of Determination, September 3, 2008 Feature(s) Not Subject Subject Start @ Stop@ Stream Form Pts Soil Survey USGS Topo A X Open Water, X Flagged `P1' through `P9' Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North Carolina or the most recent copy of the USGS Topographic map at a 1.24,000 scale Each feature that is checked "Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be other streams located on your property that do not show up on the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ Wetlands /401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604 -2260. Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third party appeals are made In a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 15013 of the North Carolina General North Carolina Division of Water Quality Raleigh Regional Office Surfar_e Water Protection Phone (919) 791 -4200 ( mtomer Service Internet h7o enrstate ne us 1628 Mail Service Center Raleigh, NC 27699 -1628 t -AX (919) 571 -4718 1- 877 -623 -6748 An Equal Opportunity/Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper N l`hCa rohna J atumlly Old Adams Rd Tract Wake County September 24, 2008 Page 2 of 2 Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699 -6714. This determination is final and binding unless you ask for a hearing within 60 days. The (owner /future owners) should notify the Division of Water Quality (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the Division of Water Quality (Central Office) at (919) -733 -1786, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)- 876 -8441. Respectfully, Martin Rl mond Environmental Specialist CC Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604 RRO /SWP File Copy Central Files N rhCnroltna Mundy North Carolina Division of Water Quality Raleigh Regional Ofic.e Surfice Water Protect ion Phone (919) 7914200 Cmtomer Service Internet h2oenrstatencus 1628 Mail Service Center Raleigh NC 27699 -1628 FAX (919) 571 -4718 1- 877 -623 -6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled /10% Post Consumer Paper j��i� v._,� �' � xc�r��3'm,l� - i �a`Fw3��c I ✓\ I `-' _---- -- - - -� I _ I .0 s +LI iY I to cD ct Zfl `rte I;z :- 1�n h �w 2oB „ - c IS Is �/�} � %oi ��S soy` ✓'`i4, [W n Fp�Z Us �� ,`\ / "� j�Y`'v - ,n _ 5 _ °m°'�mm°. °nmmnm"inimbNU8m,88 - v F ,/ /, s / t �c o . -PaN 9119 D - - w -7 roc c� D W �' r o 'I, n W.� n ;TILL tv`o cif'- o w .r '- TY.a. 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O I .w O w M V a V O II U M V y E O 3 _ a Z O C ow U E ti I " D r O z E � I `o a s o I H w JO O a v 3 O ° v ° 2r, £ z v c 0 ° ° ° - U V U - _ o o O v 3 a O 3 a O s r 0 0 Is r o w S 02 04 42'W 258 73 w n� �O �aa U O O < � W gym_ a Um O p > aE7, Z�Z O }0� �O> O � m 68 W 4 m In x o �x m o a a w 1- oz a 3- m�a Ce w - ° V Z U 3o d�rx.I Z O O OM _WUI m aw _ z° "o O w U w 3 z O m N I zm z t IDZ j _ O IUU I 3m �� Ilaw o° jla Ilza � ¢w�z j�p�0 3 pOp IQO� g�ZNOm�O a�Owpp I W I VI >UQ mU]w I ayp�3 I 1QO�p ps }QO nl`InoJ ¢¢mzl- min a0~Kpl -Q a QzFOZ Ilow 3 ozmo Irro Z'O w Z >m� IOU zv°i w1k wxw m aQOUFU _�upi�aaa.3� O M I Z K 3 3 O z U' W O W I I I I I I I I I I I I I I I I W Q Qr O O a w O O Q C? 7 G W Q G-i O W o O v 3 a O 3 a O s r 0 0 Is r o w S 02 04 42'W 258 73 w n� �O �aa U O O < � W gym_ a Um O p > aE7, Z�Z O }0� �O> O � m 68 W 4 m In x o �x m o a a w 1- oz a 3- m�a Ce w - ° V Z U 3o d�rx.I Z O O OM _WUI m aw _ z° "o O w U w 3 z O m N I zm z t IDZ j _ O IUU I 3m �� Ilaw o° jla Ilza � ¢w�z j�p�0 3 pOp IQO� g�ZNOm�O a�Owpp I W I VI >UQ mU]w I ayp�3 I 1QO�p ps }QO nl`InoJ ¢¢mzl- min a0~Kpl -Q a QzFOZ Ilow 3 ozmo Irro Z'O w Z >m� IOU zv°i w1k wxw m aQOUFU _�upi�aaa.3� O M I Z K 3 3 O z U' W O W I I I I I I I I I I I I I I I I W Q Qr O O a w O O Q C? 7 G W Q G-i O W October 12, 2010 State Historic Preservation Office 4617 Mail Service Center Raleigh, NC 27699 -4617 Attention: Mr. Peter Sandbeck Reference: Scoping Letter for Cultural Resources Assessment Old Adams Road and N.C. Highway 55 Holly Springs, North Carolina S &ME Project No. 1054 -10 -228 Dear Mr. Sandbeck: S &ME, Inc. (S &ME) is performing a cultural resources assessment of an approximately 42 -acre site proposed for commercial development located at the intersection of Old Adams Road and NC Highway 55 in Holly Springs (see attached Vicinity Map). The following table presents ownership information for the 2 subject property parcels. We respectfully request official correspondence from your office regarding any specialized knowledge or records you may have pertaining to cultural, historical, or archaeological resources that could be affected by the proposed project. We appreciate your assistance on this project. If you have questions, or need additional information, please contact us at (919) 872 -2660. Sincerely, S &ME, Inc. Jason Volker, L.S.S. Environmental Scientist Attachments: Figure 1 - Vicinity Map S &ME, INC. / 3201 Spring Forest Road / Raleigh, NC 27616 /p 919.872.2660 / f919.876.3958 / www.smeinc.com Parcel Tax PIN Number Size Parcel Address Owner of Record (acres) DALH, DAVID D TRUSTEEC /O D CARLYLE 0658246285 25 OLD ADAMS ROAD ADAMS JR 0658335805 17 OLD ADAMS ROAD PARKER, CLIFTON GPARKER, JEWELL A We respectfully request official correspondence from your office regarding any specialized knowledge or records you may have pertaining to cultural, historical, or archaeological resources that could be affected by the proposed project. We appreciate your assistance on this project. If you have questions, or need additional information, please contact us at (919) 872 -2660. Sincerely, S &ME, Inc. Jason Volker, L.S.S. Environmental Scientist Attachments: Figure 1 - Vicinity Map S &ME, INC. / 3201 Spring Forest Road / Raleigh, NC 27616 /p 919.872.2660 / f919.876.3958 / www.smeinc.com North Carolina Department of Cultural Resources State Historic Preservation Office Peter B Sandbeck, Adtn=strator Beverly Laves Perdue, Gov error Linda A Carbsle, Secretary JeffrecJ Crow, Deputy Secretan, December 14, 2010 David D Dahl Manning, Fulton & Skinner, P A 3605 Glenwood Avenue Glenwood Plaza, Suite 500 Raleigh, NC 27612 -3970 0fGce of .Archives and FUNtory Division of Flistoneal ResoutLes David Brook, Director Re Pecan Grove Apartments, NC 55 and Old Adams Road, Holly Springs, Wake County, File #20979 - T24555, ER 10 -193'1 Dear Mr Dahl- On December 14, 2010, representatives of the North Carolina State,Historic Pi.eseivation Office (HPQ), the Town of Holly Springs' Department of Planning and Zoning plus Department of Engineering, and the project developer met to discuss the- proposed Pecan Grove Apartments and the HPO's comments contained in a letter dated December 9, 2010 Based upon this meeting, we believe that a consensus was reached' that takes the historic property into account, while working to achieve the shared goal of a successful, well- designed project. The 25 -acre, site at the northwest corner of NC Highway 55 and Old Adams Road (PIN #0658246285) is eligible for hsting in the National Register of Historic Places as part of the Richard L Adams Farm Copies of the 1997 letter from the Deputy State Historic Preservation Officer to the Federal Highway Admuustraiion which determined the site's eligibility were delivered to the Town and the project development team at the, meeting on December 14. Having reviewed the latest information about the proposed Pecan Grove Apartments, visited the site, and met on Decembet 14, we find that the project will not have,ari adverse effect on the historic property, if the following conditions are included in any permit or approvals issued'by the Army Corps of Engineers, the Department of Housing and Urban Development, and /or any other - applicable federal agency, for the project and that the conditions are implemented by the developer. ■ A minimum of 70,000 square feet of existing forested area located between the proposed multi- family development (Pecan Grove Apartments) and the NC 55 right -of -way shall remain untouched. This area includes 52,000 square feet of forested area to remain untouched within the requned 50 -foot stream buffer ■ No fountains shall,be installed in "Wet Pond #1 " Any pond aeration systems will be sub - surface systems. ■ The concrete -block tenant house shall be photographed on all four elevations and the photographs submitted to the HPO for its files, prior to any demolition or construction activities on the site An informational sign giving a brief history of the Adams Farm will be placed along the walking trail to, the northwest of the forested ( "tree save ") areas. This sign may be-cornbined with a water quality or storm Location 109 Last Jones Street, Raleigh NC 27601 Mailing Address 4617 Mail Service Center, Raleigh NC 2, 699 -461 , Telephone /Fax (919)807-657U/8(Y77-6599 water "best management practices" sign if desired. The sign's test, layout, and materials should be reviewed by the SHPO before installation. The proposed gateway sign at the corner of NC Highway 55 and Old Adams road shall be allowed as shown on the design concept plan approved by the "town, in accordance with all applicable Town approval stipulations and sign ordinances. The above conditions are untended to wholly replace conditions set out in our December 9, 2010, letter. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill- Earley, Environmental Review Coordinator, at 919-807-6579. In all future communication concerning this project, please cite the above - referenced tracking number. Sincerely, OL tfeler Sandbeck cc: Steve Gillooly Gillooly and Associates Realty 135 Parkway Office Court, Suite 105 Cary, NC 27518 Jamie Shem US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Gina M. Clapp, AICP Holly Springs Department of Planning and Zoning P.O. Box 8 128 South Main Street Holly Springs, NC 27540 PECAN GROVE APARTMENTS SOUTH (March 20, 2014) March 20, 2014 1:12,037 0 0.1 0.2 0.4 mi • NR Individual Listing • NR Listing, Gone * NRHD Center Point National Register Boundary Boundary of Destroyed /Removed NR Listing 0 0.15 0.3 0.6 km Mitigation Credit Reservationtonfirmation Letter Statement of Availability Pancho Stream & Wetland Mitigation Bank March 21, 2014 NC Division of Water Resources U S Army Corps of Engineers 1650 Mail Service Center Raleigh Regulatory Field Office Raleigh, NC_27699 -1650 3331 Heritage Trade Center, Suite 105 Wake Forest, NC 27587 Re: Reservation of Compensatory Riparian Wetland Mitigation Credits Project: Pecan Grove Apartments South — Holly Springs WEH LP LTD PTNRP DWR# 10- 0954v3; SAW- 2008 -00875 This document confirms that Holly Springs WEH LP'LTD PTNRP (Applicant) has reserved for purchase 0.09 Riparian Wetland Mitigation Credit from the Pancho Stream & Wetland Mitigation Bank. Restoration Systems (RS) attests to the fact that 0.09 Riparian Wetland' Mitigation Credit'is currently,available for immediate transfer`from its Official Bank Credit Ledger to Applicant and that as of this date RS has'placed 0.09 Riparian Wetland Mitigation Credit into "no- sale " - reservation status under the name of the project referenced on this document (Project). This credit will remain in reservation status until payment in full is received from the Applicant, resulting in the issuance of a Transfer of Mitigation Responsibility form`by RS acknowledging that the applicant has fully secured credits from the bank and RS has accepted full responsibility for the mitigation obligation requiring the, credits. If RS does not receive payment in full for the Mitigation Creditsswithin thirty (30) prior-to the initiation of Project construction, RS has the,right to terminate this Reservation'Letter, in which�case'RS wilb have no further obligation,to provide mitigation credits to the Applicant. AS will issue'the Transfer _Certificate within five (5) days of receipt of the Purchase Price. RS shall ,provide to Applicant the Transfer form debiting credits.from the Bank Official Credit Pecan Grove Apartments South — Compensatory Mitigation — RS— Page 1 Ledger showing the permit number and the resource type secured by the applicant, and will -,send an a copy of the Transfer Certificate with an updated Credit Ledger to regulatory agencies showing the proper documentation. If any questions need to be answered, please contact me at 919 - 334 -9119 Best regards, Tara Disy Allden Regulatory,'Manager Restoration'Systems, LLC Pecan Grove Apartments South — Compensatory, M atgatron — RS — Page 2 4 Mf ft5 ,.y v:l.. AGENT AUTHORIZATION FORM (FOR USACE) Date- Project Information S &_ME Project Name: Pecan Grove Apartments Type of Project: Re- Permitting 401/404 impacts Location: Old Adams Road & Hwy 55, Holly Springs, NC Property Owner /Representative Information Business Name: Holly Springs NC Apartments LP Mailing Address: 2900 Linden Ln. STE 300 City, State, Zip Code: Silver Spring, MD 20910 4265 Telephone No. Contact: Mark Gramling Agent Information Business Name: S &ME, Inc. Street Address: 3201 Spring Forest Road City, State, Zip Code: Raleigh, NC 27616 Telephone No. 919 - 880 -3137 Contact: Mr. Jason Volker, L.S.S. Authorization: I on behalf of (Contact Signatura�' hereby authorize Name of Landowner or Representative) S &ME, Inc. to act as agent for the,above- mentioned project. 1 y SHADOW VALLEY RD. ROAD & UTILITY IMPROVEMENTS- SEE SHEET 2 FOR IMPACT DATA (ON-SITE) 1 GREENWAY/BOARDIWALK 'CROSSING SHT. 2 (OFF-SITE) ap IMPACT SUMMARY: WETLAND PERMANENT- 1,782.2 sf (0.04 ac.) [GREENWAY & ROADWAY IMPROVEMENTS] WETLAND TEMPORARY- 482.2 sf (0.01 ac.) [ROADWAY IMPROVEMENTS] PERMANENT LF OF STREAM- 12' (258.8 sf- 0.01 ac.) [ROADWAY] TEMPORARY LF OF STREAM- 6' (101.2 sf- 0.01 ac.) [ROADWAY] TEMPORARY LF OF STREAM- 29.8' (297.9 sf- 0.01 ac.) [GREENWAY] ZONE 1 PERMANENT- 3,772.6 sf (0.09 ac) ZONE 1 TEMPORARY- 558.1 sf (0.01 ac) ZONE 2 PERMANENT- 2,985.8 sf (0.07 ac.) ZONE 2 TEMPORARY- 811.0 sf (0.02 ac.) ZONE 1 GREENWAY- 370.7 sf (0.01 ac.) ZONE 2 GREENWAY- 366.1 sf (0.01 ac.) Hugh J. Gilleece d• m o m� �IIII I'I I Z d` y a- JOB # 18000.05 DSN /CHK BY: - - - / - -- �: c� DWN BY: - -- DATE: -- / - - / -- HRZ SCALE: I"= 150' VRT SCALE: NONE SHEET NO. d` y a- 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 -INCH DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW *). 5. CONTINUE TILLAGE UNTIL A WELL- PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6. SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE- ESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. *APPLY: AGRICULTURAL LIMESTONE - 2 TONS /ACRE (3 TONS /ACRE IN CLAY SOILS) FERTILIZER - 1,000 LB /ACRE - 10 -10 -10 SUPERPHOSPHATE - 500 LB /ACRE - 20% ANALYSIS MULCH - 2 TONS /ACRE - SMALL GRAIN STRAW ANCHOR - ASPHALT EMULSION 0 300 GALS /ACRE CL EXISTING ROADWAY1 NOTE: EXISTING ASPHALT IS 1.5" THICK CURB & GUTTER PAVEMENT DESIGN 6' OR GREATER: PAVEMENT DESIGN 6' OR LESS: 3" S9.5B 3 °" S9.5B 4" I -19B NOTE: 4 "' I -19B 10" ABC PAVEMENT DESIGN TO BE 5 °` B25. OB DESIGNATED BY NCDOT *PAVEMENT DESIGN WILL BE AS DEFINED IN THE NCDOT ENCROACHMENT AGREEMENT. OLD ADAMS RD. TYPICAL SECTION STAT.- 19 +06.07 THRU 27 +45.62 5.0' EXISTING 1/2 32.5 ROW CL EXISTINS RD. PROPOSED 32.5 Planting Rate 50 lb./acre SURFACE SIZE 1/2 RIGHT OF WAY 300 lb./acre Nov 1 - Mar 1 Tall Fescue and Abriuzzi Rye or Annual Rye 300 lb./acre Mar 1 - Apr 15 Tall Fescue or Hard Fescue 300 lb./acre Apr 15 - June 30 Hulled common Bermuda grass, 25 lb./acre 2.5' Weeping Love Grass 5.0' 5.0' Tali Fescue and ** *Browntop Millet.. OVERLAY FULL WIDTH * * *or Sorghum -Sudan Hybrids 5.0' 5.0' June 1 - Sept 1 EXISTING UTILITY 2.75 EXISTING 18' 1B, 35 lb. /acre UTILITY SIDEWALK * * *or Sorghum -Sudan Hybrids 30 lb./acre SIDEWALK STRIP Sericeo Lespedezo (unhulled /unscatrified) 70 lb. /acre 60 15 and Tall Fescue STRIP 3 A Add Abruzzi Rye or Annual Rye 25 lb./acre 92 63 15 4.00 1 2.5' A 4 9 4" FT.- .►9(2 ° /FL 100 --- 1 /4' /FT. 1 /4' /FT. 1/4'/FT.- .•-1 8 �,..• _:• �: 30" CONCRETE 15 18 EXISTING SAW OUT 1' CURB & GUTTER EX. 30" CONCRETE 2 ASPHALT FOR JOINT 1.5" OVERLAY CURB & GUTTER 12 ENTIRE ROADWAY PAVEMENT DESIGN 6' DR GREATER: PAVEMENT DESIGN 6' OR LESS: 3" S9.5B 3" S9.5B 4" I -196 NOTE: 4" I -19B 10" ABC PAVEMENT DESIGN TO BE 5 " B25. OB DESIGNATED BY NCDOT *PAVEMENT DESIGN WILL BE AS DEFINED IN THE NCDOT ENCROACHMENT AGREEMENT. OLD ADAMS RD. TYPICAL SECTION STAT. -10 +00 T1-,'RU 19 +06.07 SEEDING SCHEDULE SHOULDERS, SIDE DITCHES, SLOPES (Maximum 3:1) Date Type* Planting Rate 50 lb./acre SURFACE SIZE Aug 15 - Nov 1 Toll Fescue or Hard Fescue 300 lb./acre Nov 1 - Mar 1 Tall Fescue and Abriuzzi Rye or Annual Rye 300 lb./acre Mar 1 - Apr 15 Tall Fescue or Hard Fescue 300 lb./acre Apr 15 - June 30 Hulled common Bermuda grass, 25 lb./acre Add Weeping Love Grass Weeping Love Grass (AC) 10.00 July 15 - Aug 15 Tali Fescue and ** *Browntop Millet.. 35 lb./acre Mar 1 - * * *or Sorghum -Sudan Hybrids Add Hulled Common Bermuda gross Consult Erosion Control Officer or NRCS for additional alternatives for vegetating denuded areas. The above vegetation rates are those w ich do well under local conditions; other seeding rate combinations are possible.. ** *Temporary, - Reseed according to optimum season for desired permanent vegetation. ion. Do not allow temporary cover to grow over 12 inches in height before mowing to keep fescue from being shaded out. *Bahia gross shall not be used in Town maintained areas:. SHOULDERS, SIDE DITCHES, SLOPES Slopes (3:1 and 2:1) (not mowed) Date Type* Planting Rate Mar 1 - June 1 Sericea Lespedezo (scarified) 50 lb./acre SURFACE SIZE and VOLUME Mar 1 - Apr 15 Add Tail Fescue 120 lb./acre READ. AREA READ or LENGTH Mar 1 - June 30 Add Weeping Love Grass 10 lb./acre (AC) 10.00 (CF) 18000 or Mar 1 - June 30 Add Hulled Common Bermuda gross 25 lb./acre June 1 - Sept 1 ** *Tall Fescue and 120 lb./acre 2.75 2.75 ** *Browntop Millet 35 lb. /acre 52 x 105 x 3.5 6 * * *or Sorghum -Sudan Hybrids 30 lb./acre Sept 1 - Mar 1 Sericeo Lespedezo (unhulled /unscatrified) 70 lb. /acre 60 15 and Tall Fescue 120 lb. /acre 3 A Add Abruzzi Rye or Annual Rye 25 lb./acre Consult Erosion Control Officer or NRCS for additional alternatives for vegetating denuded areas. The above vegetation rates are those which do well under local conditions; other seeding rate combinations are possible. ** *Temporary - Reseed according to optimum season for desired permanent vegetation. Do not allow temporary cover to grow over 12 inches in height before mowing to keep fescue from being shaded out. CURB & GUTTER SLOPE IS 2% TYPICAL, MAX. 2% IN HANDICAPPED PARKING AREAS. MAX. WHERE ACCESS TO GARAGES ARE SHOWN, CURB AND GUTTER 5% IN OTHER AREAS. MAY SLOPE OPPOSITE OIRECTION. IS TO BE FLAT AND SIDEWALK IS TO BE 6" THICK. WHEN SIDEWALK IS ASSENT, TREES SHALL BE 5' BEHIND CURB AND GUTTER. PARKING AREA (PRIVATE) TYPICAL SECTION THIS SUBDIVISION IS IN THE NON- TRIASSIC BASIN. ALL ROADWAYS WILL BE REQUIRED TO MEET ALL SPECIAL. DESIGN REQUIREMENTS AS OUTLINED IN THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS SECTION 3.02J. NOTES FOR CONSTRUCTION PLANS FOR INFRASTRUCTURE ONLY 1. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF HOLLY SPRINGS OR NCDOT STANDARD SPECS AND DETAILS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES BETWEEN FIELD CONDITONS AND THESE DRAWINGS. 3. THERE IS NO 100 YR FLOOD ZONE ON THIS PROPERTY PER FEMA MAP #03720065800) DATED 5/2/06. 4. VELOCITY REDUCTION PADS SHALL BE INSTALLED AFTER THE TOWN OF HOLLY SPRINGS AUTHORIZES REMOVAL OF SEDIMENT BASINS. 5. AREA OF DISTURBANCE = 14.03 ACRES ON -SITE 6. CONTRACTOR WILL KEEP STREETS CLEAN AT ALL TIMES, OR A WASH STATION WILL BE REQUIRED. 7. SOILS ON SITE ARE WEHADKEE, NORFOLK AND ORANGEBURG. B. ALL CUT AND FILL SLOPES MUST BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING. 9. IMPERVIOUS AREA = 6.33 ACRES 10. TREE PROTECTION FENCING ON THIS PROJECT WILL BE INSTALLED AND INSPECTED BEFORE THE GRADING PERMIT IS ISSUED. 11. A PRE - CONSTRUCTION CONFERENCE MAY BE REQUIRED BEFORE GRADING PERMIT IS ISSUED. 12. PERMANENT GROUND COVER WILL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER IS SHORTER. 13. THIS PROJECT IS IN THE BASS LAKE WATERSHED(NEUSE RIVER BASIN). 14. PROJECT AREA= 1B.99 AC TO RD. CL AND 16.88 AC TO RD. ROW 15. THERE ARE WETLANDS ON THIS PROJECT AS SHOWN ON THE PLAN SHEETS. 16. INSTALL SEDIMENT BASINS AND DIVERSION DITCHES PRIOR TO CONSTRUCTION. :_mil 1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3. RETAINING WALLS GREATER THAN 4' IN HEIGHT REQUIRE ENGINEER DESIGN AND APPROVAL AT CONSTRUCTION DRAWING REVIEW. A BUILDING PERMIT WILL BE REQUIRED FOR ALL RETAINING WALLS AND HEADWALLS. 4. ALL PROPOSED POWER LINES ARE TO BE UNDERGROUND. 5. ALL ENVIRONMENTAL PERMITS ARE REQUIRED PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 6. ADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED BY PROGRESS ENERGY AND SHALL BE INSTALLED PRIOR TO FIRST C.0 7. A PRE - CONSTRUCTION MEETING WITH THE TOWN CONSTRUCTION INSPECTOR AND ENVIRONMENTAL ENGINEER (TELEPHONE 557 -3938) WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. SEDIMENT BASINS Project: Pecan Grove Apartments South Date: 10/17/2013 BASIN DRAINAGE DENUDED VOLUME SURFACE SIZE WEIR VOLUME Skimmer 30 AREA AREA READ. AREA READ (W x L' x D') LENGTH Provided Size 24 (AC) 10.50 (AC) 10.00 (CF) 18000 (SF)* 12545 (FT.) 12 (CF) (IN) WP #1 65 x 200 x 3.5 32169 2 WP#2 2.75 2.75 9900 2195 52 x 105 x 3.5 6 13855 1.5 *neo Aln c+rrtsarwir a -ra.w. w..- .- .�i.......... 24 60 15 4.00 1 3 .-.. •.� .+.�........�..,:...v.• i a. �,.' •.�.wv,v,•! vV1Y � / \V4 /Wf•11V Vf:L RIP -RAP PADS Project: Pecan Grove Apartments South Date: 10/17/2013 OUTLET NO. PIPE DIA. (IN.) VELOCITY1 ZONE 0 YR (FPS). STONE SIZE STONE CLASS * F7�.5 H LENGTH (FT.) DEPTH (IN.) 1 30 10.50 2 15 B 15 24 21 24 11.10 2 17 B 12 24 50 18 10.00 2 14 B 4.5 9 24 Crossing 48/ 42 11.51 3 13 1 21 53 24 60 15 4.00 1 3 A 4 9 92 63 15 4.00 1 3 A 4 9 12 100 30 7.10 2 8 B 7.5 15 18 200 24 7.20 2 8 B 6 12 18 *Downstream width, use 3 x pipe diameter upstream CURB &GUTTER x SLOPE IS 2% TYPICAL, MAX. 2% IN HANDICAPPED PARKING AREAS. MAX. 5% IN OTHER AREAS. MAY SLOPE OPPOSITE DIRECTION. * WHEN SIDEWALK IS ABSENT, TREES SHALL BE 5' BEHIND CURB AND GUTTER. PRIVATE DRIVE TYPICAL SECTION CURB & GUTTER WHERE ACCESS TO GARAGES ARE SHOWN. CURB AND GUTTER IS TO BE FLAT AND SIDEWALK IS TO BE 6" THICK. Z 0 U3 H W M W H a 0 0 Z MINION,! Hugh J. illeece and Associates 875 Walnut Street Suite 360 Cary, NC 27511 BUSINESS UC. * C -496 Phone. (919)469 -1101 Fax= (919)450 -7637 NINE JOB # 18000.05 OSN /CHK BY: - - - / - -- DWN BY: - -- DATE: -- / - - / -- HRZ SCALE: NONE VRT SCALE: NONE S1 , / EIP ( I \ UTILITY LEGEND SYMBOL i ------------------------ ------ ; \\ SYMBOL NAME :/' OF - _ - - -- -- ' R/„ ► a �' / B AIR RELEASE VALVE ►� PROPOSED WATER VALVE r 4� -� - -- - � - -�� ' -�� -•' -�- � -- _ - ' - _ _ �� ° - - - - - -- / e ew i 0E EXISTING WATER VALVE - _ �- PROPOSED BLOW OFF ASSEMBLY n'l� rs ° _ ; ;_ ' - 4 oFgzm �A t �- EXISTING BLOW OFF ASSEMBLY ®® o " - ro WATERLINE CROSS WATERLINE TEE �.�'' /'/ � �° .•- °v/ °��► \� �- ` -_'' - _ , ` - 4( PROPOSED FIRE HYDRANT ��i EXISTING FIRE HYDRANT �% / % "' ' c�ZN� - !�, PROPOSED MANHOLE OR JUNCTION BOX `! /' � .-° •o _ /' '' � o //' f Ise' 0 EXISTING MANHOLE ' / /,''' " so 137--1 ® PROPOSED FLARED END SECTION ® EXISTING FLARED END SECTION ; �;;: // ; / ♦ / _ ° o PROPOSED YARD INLET ® PROPOSED CATCH BASIN ®t'y';: // _� / ♦ 1 1 '_ _ _ _� _ -='�•► \ ° O EXISTING CATCH BASIN • SAN SEWER SERVICE a WATER SERVICE �`;�' , ' / / _ ♦ i ` _ / / ° / / ,� •o- FIRE DEPARTMENT CONNECTION \\ 1 1 I 1 I 1 1 PRAT ru POOL - // °' / � "� �/ >- °° �•�. - -_ �`/ NN t _ Fft \\ \_ \ 1 .__._ i2 z,' /� Fl•, °' '� \ \° - - - � _ ° °' l \ham/ // '��A °/-- -- ` -� -a,., \ i i ' \ /I / ' �� k- As v `, /� / , / 1 � —• ♦ FqS,' 9 '—\\ \\ \ 1 —fie ` — ___�� j ; /° _ / / °' /�j °' — .- ° °' I_�. --® ° °` \ \ \ \y� I \\ i� 'pa ih/ NT�ArFysT \` ; ;� \ � gNTylSFpq�k\ \ _ ° - - ---� °�.�r =� _ r• ., ♦ _ — _ —_ \�\ \\ \ \1 1111 `\ �� •;,/ 1 /// ♦ `� /,gpQ \�\\ <?tiF �c� e�gq�9 hgSF\ \\ — \ 1 °�•.,� / /�` ° ° `\ \ ( 111t (� � • /,' ' / // / \ \ ♦1 ♦ <ppO�,cc \� \ IyFTIS+T ^ ='`• `Yq�k Q \ \ \ \ ° — — L• FIA \ .'�/i /ir' / ° \ \ ♦ p ' \ \\ ° 4 \ ` `v \ \ \ EgSEPRIVATE p \ ,,'J� ?Iy� // \\ ` \\ \ \ °\ _\ �. \ - - - --° \'— "4_�s — ° - -✓ \ \ \\ \\ \ EIP \ .''',°� !' /// ` \ ' ° ,�.�— ®�-_`• ;— " tea \ \ ,Jii /` \ / \ \ �V e•+'` \ ``� ° \ ° �' i \ \ NN -' /ice \ \ ° %\1�' +�\rc� \ ? r \ �[ R� pAO r _ -..:.� ® _ k' '.�"\ ,10 \'' \ �, \ \ ♦ ® \V ° ° iI \ !yF'rjT �O RQ \ " .! c_ ° I �,,....�►�"IR' EX. WATER Mg I \ >' \ \ ` ,. \� \ :� \ / \ \ \ \ ®< ^,Hg \ 1 vlt \ \ t—PROP / / ° ° s I ! \ ° NATION A9A 6 \ ,: .� \ \ \ \ \ Og \ \ _ OSEO _ / ° / - - a. ELE OpV1� 4 P� 9 40 I \ \�® ♦ `� e ;(\ \ \ \ l \ ° — — \ ..\ \\ \�;` \ \ \♦ / J \ \ \ \� \ \\ _\__ °EIP \ PIN # % Cl vA ]// / 1 E A S E M � N T' �� ®`` NOTE. y, /i \ ' / DEC SHEET 5 FOR DRAINAGE TABLES AND SUB -BASIN AREAS. GENERAL NOTE: "� ' 1 ` `� \` 1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN \ Ne ,. `\ AND CCNSTRUCTION STANDARDS 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3. RETAINING WALLS GREATER THAN 4 IN HEIGHT WILL REQUIRE ENGINEER DESIGN AND \\ `,\ \ \ \ \ \_;�;•. APPROVAL AT CONSTRUCTION DRAWING REVIEW AND WILL REQUIRE A BUILDING A PERMIT. LINETYPE LEGEND `\ 4. ALL PROPOSED POWER LINES ARE TO BE UNDERGROUND. N, \ \\ \� 5. NO FILL MATERIAL IS TO BE BROUGHT INTO THE NRBI BUFFERS OR 100 YR. FLOOD PLAIN. 6. NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS OR 100 YR. FLOOD PLAIN. — EXISTING CREEK CL 4 GRAIMIC — PROPOSED 100 YR. FLOOD LINE �°-- PROPOSED DRAINAGE PROPOSED DRAINAGE BOUNDARY PROPOSED BMP FOOTPRINT — — — — — — EXISTING 50' NEUSE RIVER BUFFER ■ Z 0 cn H W w a O Hugh J. Gilleece and Associates 875 Walnut Street Suite 360 Cary, NC 27511 BUSINESS UC. # C -496 Phone. (919 )469 -1101 Fax= (919)460-7637 � 0 1 on, 0 1 Em ®3 "R r _ SEAL g (,2&621 gam: %-fi C p �� NOT FOR CONSTRUCTION JOB # 18000.30 SHEET NO. rI OUTLET # PIPE SIZE (IN.) ROCK SIZE (IN.) ZONE ROCK CLASS LENGTH L (FT.) WIDTH W (FT.) DEPTH (IN.) VELOCITY V10 1 30 15 2 B 15 7.5 24 10.50 21 24 17 2 B 12 6 24 11.10 100 30 8 1 2 B 1 15 16 TO 121 18 1 7.1 FLOW PATH RETAINING WALL TABLE CALLOUT TOP BOTTOM A 416 412.50 B 414 414 C 420 421 D 422.50 412.50 E 425 412.50 F 422 412.50 G 421 412.50 H 423 412.50 ETAI L aAa ARE CRITICAL AND MUST BE WITHIN 0.02' OF THAT SHOWN. IF OUTLET STRUCTURES ARE PRE -CAST OFF -SITE, THE HOLE FOR THE OUTLET PIPE SHALL BE ENLARGED TO ALLOW UP TO 0.3' OF VERTICAL MOVEMENT., WHEN INSTALLED, THE EXCESS OPENING SHALL BE FILLED WITH GROUT. 2. THE OUTLET STRUCTURE SHALL HAVE A TRASH RACK COVERING THE OPENINGS. SUCH TRASH RACK SHALL BE 6" OUT FROM THE OPENING AND SHALL HAVE A MAXIMUM OPENING OF 6 "x6 ". IT SHALL BE SECURELY FASTENED TO THE STRUCTURE BUT REMOVEABLE FOR MAINTENANCE. 3. OUTLET PIPES SHALL HAVE AN ANTI -SEEP COLLAR OF CONCRETE LOCATED APPROXIMATELY UNDER THE MIDDLE OF THE DAM IN WHICH IT IS LOCATED. IT SHALL CONSIST OF CONCRETE POURED AROUND THE PIPE IN A VERTICAL DIRECTION. THE COLLAR SHALL BE A SQUARE B" THICK AND SHALL EXTEND 18" BEYOND THE OUTSIDE OF THE PIPE IN EACH DIRECTION. 4. TREATMENT OUTLET PIPE SHALL NOT BE PVC BUT OTHER MATERIAL SUCH AS GSP WHICH IS NOT SUBJECT TO DETERIORATION IN SUNLIGHT. POND NOTES 1. SEE SHEET 14A FOR BMP CONVERSION SEQUENCE. 2. FOREBAY DIVIDERS ARE TO BE INSTALLED WHILE CONVERTING FROM SEDIMENT BASIN TO WET POND. 3. GROUND WATER NOT ENCOUNTERED. SEE SHEET 7 FOR FENCE DETAIL TREATMENT VOLUME ELEVATION- 413.20 10 ' ---- i /4 " /FT. 100 YR. STORM ELEV. 415.1 -TOP DAM- 416.00 FREEBOARD 0.9 10' NORMAL POOL- 412.00 � 10' 'r 10: TOP SHELF 0.5 ABOVE N.P. - 412.50 (BOT. OF WALL) _ BOTTOM SHELF 0.5' BELOW N.P.- 411.50 FOREBAY FOREBAY DIVIDER rj.y - - - 1' SEDIMENT STORAGE BOTTOM OF FOREBAY BOTTOM OF POND 1' CLAY LINER #57 STONE TOPPED BY CLASS B RIP -RAP ® 09ON -SECM NOTTOSCALE TRASH RACK DETAIL N.T.S. TRASH RACK :. ;A_ OUTLET STRUCTURE TRASH RACK NOTES 1. TRASH RACK SHALL BE 6" CLEAR OF STRUCTURE TOP AND SIDES. BOTTOM SHALL BE 1" OR MORE BELOW SLOT. THE TRASH RACK NEED NOT COVER THE TREATMENT OUTLET PIPE. 2. TRASH RACK SHALL BE FASTENED TO EACH SIDE OF THE STRUCTURE AT AT LEAST 2 POINTS. IT SHALL BE EASILY REMOVED FOR MAINTENANCE OR ENTRY INTO THE STRUCTURE. 3. TRASH RACK SHALL ACCOMMODATE VALVE SHAFT THOUGH AN OPENING. 4. TRASH RACK SHALL BE MADE OF DURABLE MATERIAL WHICH WILL NOT RUST OR DETERIORATE IN SUNLIGHT AND IS ACCEPTABLE TO THE TOWN OF HOLLY SPRINGS. 5. MAX. OPENING IN TRASH RACK SHALL BE 6 "x6 ". 6. TOP OF TRASH RACK SHALL HAVE A GRID OF BARS (MAX. 6 "x6") . / i BOTTOM EL- 408.50 NORMAL POOL- 412.00 TOP OF DAM- 416.00 SHALLOW WATER (HERB. ) SHALLOW LAND +� + + (HERB.) JUNCUS EFFUSES SOFTRUSH 4 -6" POT @ 3' SPACING AS EF EUPATORUIM FISTRULOSUM JOE PYE WEED 4 -6" POT @ 3' SPACING HC HIBICUS COCCINEA SCARLET ROSE MALLOW 4 -6" POT @ 3' SPACING DL DICHROMENA LATIFOLIA WHITE STAR GRASS 4 -6" POT @ 3' SPACING HG HIBISCUS GRANDIFLOURS VELVET MALLOW 4 -6" POT @ 3' SPACING CG CHELONE GLABRA WHITE TURTLEHEAD 4 -6" POT @ 3' SPACING LC LOBELIA CARDINALIS CARDINAL FLOWER 4 -6" POT @ 3' SPACING SHALLOW WATER (HERB. ) LANDSCAPE PLAN: SH';ALLOW LAND= 4,730 sf (USE 526 PLANTS FROM LIST ABOVE) SHALLOW WATER= 4, 531 s f (USE 504 PLANTS FROM LIST ABOVE) USE EQUAL NUMBER OF PLANTS FROM LIST ABOVE EDUCATIONAL PLAQUE LOCATION AS SHOWN BELOW. MINIMUM REQJ.#REMENTS:F Ea.U0ATIONAL SIGNAGE FOR USE IN CONJUNCTION WITH STRUCTURAL STORMWATER BEST MANAGEMENT PRACTICES --MIN. 18"- MAX. 36" I Structural Stormwater I Best Management Practice (BMP) This BMP is designed to treat strormwater runoff to reduce the risk of flooding and improve water quality. You can help it function properly by: not dumping trash or yard waste, recycling or safely disposing of pet waste, oil „ and other chemicals. MIN. 18 This BMP is inspected MAX. 36" and maintained by: (Add owner name and contact information) FOR QUESTIONS AND CONCERNS 0.5" (TYP.) PLEASE CONTACT OWNER Town of Hotly Springs Environmental Services and Stormwater Management Division at (919) 567 -4011 or at stormwatefgholiyspringsnc.us 0.5" DIA, CENTERED MOUNTING: MOUNTING HOLES (2) 1. SIGN SHOULD NOT BE OVER 8 FT TALL AT HIGHEST POINT. 2. SIGN SHOULD BE MO'NTED TO A U- CHANNEL POST (ADD SPECS) OR AFFIXED TO FENCE. NOTE: 1. DECORATIVE BMP EDU� ATIONAL SIGNAGE WILL BE REVIEWED ON A CASE BY CASE BASIS. 2, MATERIAL TO BE ALUN,iINUM, LETTERS TC BE BLACK ON A WHITE BACKGROUND, 3. SIGN SIZE AND MATEr4lAL MAY BE MODIFIED FOR THE SPECIFIC NEEDS OF THE STORMWATER BMP, BUT SHOULD BE N�0 SMALLER THAN 18" X 18" AND NO LARGER THAN 36" X 36 ". DRAWING NOT TO SCALE BMP Educational Signage STANDARD DETAIL NUMBER• HS000 lwrw DATE REVISIONS 1 TOWN OF HOL_ Y SPRINGS ENGINEERING DEPARTMENT - ___ .....w....w..o.w.. GATE VALV AND POND DRAIN, SIZE TOP OF DAM -416. GRAPHIC 0 20 40 .0 20' f -CLASS �I RIP -RAP MM a u,n/'%uek,r MlMr- PLAN VIEW OS1 OUTLET STRUCTURE N.T.S. HAND WHEEL -' (ABOVE TRASH RACK) , ;.a POND DRAIN ELEV.- 408.50 a, 'S 1 • to i N OTF: E, SI ZE 1AL kGE COLLAR. (SHOULD BE PLACED APPROX. IN THE MIDDLE OF EARTH DAM) z 0 EASE( ENT W WALL THICKNESS AND REINFORCEMENT DESIGN TO BE DETERMINED BY PRECAST CONCRETE MANUFACTURER TOP ELEV.- 413.20 STANDARD MANHOLE STEPS AT a 16" O.C. SHALL BE PLACED ABOVE /-BRACKET :. OUTLET PIPE ON OUTSIDE OF STRUCTURE SHAFT i- DRAWDOWN PIPE 2" DIAM. INV. 412.00 36' f 408.70 r-30" RCP ® 0.7% 8" GATE _ VALVE •4` GROUT BOTTOM SLOPE TO DRAIN 408.45 - \- CONCRETE BOTTOM 'ANTI -SEEP COLLAR. THICKNESS 38.25 "J (MIN. FOR ANTI - FLOATATION) T� BE 18" AROUND ENTIRE PIPE CROSS SECTION OS1 OUTLET STRUCTURE N.T.S. W Q 0 9 O L Q 875 Walnut Street Suite 360 Cary, NC 27511 BUSINESS UC. #t< C -496 Phone= (919)469-1101 Fax. (919)460 -7637 Eirlyl."IFAIIEN'A �. QFES3tp� iy� 024827 L\xA JE JUNCUS EFFUSES SOFTRUSH 4 -6" POT @ 3' SPACING AS ACORUS SPP SWEET FLAG 4 -6" POT @ 3' SPACING IV IRIS VERSICOLOR BLUE FLAG IRIS 4 -6" POT @ 3' SPACING PC PONTEDERIA CORDATA PECKEREL WEED 4 -6" POT @ 3' SPACING PV PELTANDRA VIRGINICA ARROW ARUM 4 -6" POT @ 3' SPACING SL SAGITTARIA LONGILOBA ARROWHEAD 4 -6" POT @ 3' SPACING LANDSCAPE PLAN: SH';ALLOW LAND= 4,730 sf (USE 526 PLANTS FROM LIST ABOVE) SHALLOW WATER= 4, 531 s f (USE 504 PLANTS FROM LIST ABOVE) USE EQUAL NUMBER OF PLANTS FROM LIST ABOVE EDUCATIONAL PLAQUE LOCATION AS SHOWN BELOW. MINIMUM REQJ.#REMENTS:F Ea.U0ATIONAL SIGNAGE FOR USE IN CONJUNCTION WITH STRUCTURAL STORMWATER BEST MANAGEMENT PRACTICES --MIN. 18"- MAX. 36" I Structural Stormwater I Best Management Practice (BMP) This BMP is designed to treat strormwater runoff to reduce the risk of flooding and improve water quality. You can help it function properly by: not dumping trash or yard waste, recycling or safely disposing of pet waste, oil „ and other chemicals. MIN. 18 This BMP is inspected MAX. 36" and maintained by: (Add owner name and contact information) FOR QUESTIONS AND CONCERNS 0.5" (TYP.) PLEASE CONTACT OWNER Town of Hotly Springs Environmental Services and Stormwater Management Division at (919) 567 -4011 or at stormwatefgholiyspringsnc.us 0.5" DIA, CENTERED MOUNTING: MOUNTING HOLES (2) 1. SIGN SHOULD NOT BE OVER 8 FT TALL AT HIGHEST POINT. 2. SIGN SHOULD BE MO'NTED TO A U- CHANNEL POST (ADD SPECS) OR AFFIXED TO FENCE. NOTE: 1. DECORATIVE BMP EDU� ATIONAL SIGNAGE WILL BE REVIEWED ON A CASE BY CASE BASIS. 2, MATERIAL TO BE ALUN,iINUM, LETTERS TC BE BLACK ON A WHITE BACKGROUND, 3. SIGN SIZE AND MATEr4lAL MAY BE MODIFIED FOR THE SPECIFIC NEEDS OF THE STORMWATER BMP, BUT SHOULD BE N�0 SMALLER THAN 18" X 18" AND NO LARGER THAN 36" X 36 ". DRAWING NOT TO SCALE BMP Educational Signage STANDARD DETAIL NUMBER• HS000 lwrw DATE REVISIONS 1 TOWN OF HOL_ Y SPRINGS ENGINEERING DEPARTMENT - ___ .....w....w..o.w.. GATE VALV AND POND DRAIN, SIZE TOP OF DAM -416. GRAPHIC 0 20 40 .0 20' f -CLASS �I RIP -RAP MM a u,n/'%uek,r MlMr- PLAN VIEW OS1 OUTLET STRUCTURE N.T.S. HAND WHEEL -' (ABOVE TRASH RACK) , ;.a POND DRAIN ELEV.- 408.50 a, 'S 1 • to i N OTF: E, SI ZE 1AL kGE COLLAR. (SHOULD BE PLACED APPROX. IN THE MIDDLE OF EARTH DAM) z 0 EASE( ENT W WALL THICKNESS AND REINFORCEMENT DESIGN TO BE DETERMINED BY PRECAST CONCRETE MANUFACTURER TOP ELEV.- 413.20 STANDARD MANHOLE STEPS AT a 16" O.C. SHALL BE PLACED ABOVE /-BRACKET :. OUTLET PIPE ON OUTSIDE OF STRUCTURE SHAFT i- DRAWDOWN PIPE 2" DIAM. INV. 412.00 36' f 408.70 r-30" RCP ® 0.7% 8" GATE _ VALVE •4` GROUT BOTTOM SLOPE TO DRAIN 408.45 - \- CONCRETE BOTTOM 'ANTI -SEEP COLLAR. THICKNESS 38.25 "J (MIN. FOR ANTI - FLOATATION) T� BE 18" AROUND ENTIRE PIPE CROSS SECTION OS1 OUTLET STRUCTURE N.T.S. W Q 0 9 O L Q 875 Walnut Street Suite 360 Cary, NC 27511 BUSINESS UC. #t< C -496 Phone= (919)469-1101 Fax. (919)460 -7637 Eirlyl."IFAIIEN'A �. QFES3tp� iy� 024827 EXISTING GROUND 200 RIP-RAP OUTLET DETAIJ V.T.S. TOP OF DAM -42 = 20' - -,' EMERGENCY SPILLWAY CROSS - SECTION WET POND2 BOTTOM EL- 415.00 NORMAL POOL- 418.00 TOP OF DAM- 421.00 i M PLANT LIST LITTORAL SHELF PLANT SCHEDULE: r-7-7 SHALLOW LAND + + (HERB.) TREATMENT VOLUME ELEVATION 1+++++l c.F EUPATORUIM FISTRULOSUM JOE PYE WEED 4 -6" POT @ 3' SPACING HC HIBICUS COCCINEA SCARLET ROSE MALLOW 4 -6" POT @ 3' SPACING 10 YR. STORM ELEV- 419.25 TOP DAM - 421.00 TD L DICHROMENA LATIFOLIA WHITE STAR GRASS 4 -6" POT @ 3' SPACING _ 1.7' FREEBO, 'rG HIBISCUS GRANDIFLOURS VELVET MALLOW 4 -6" POT @ 3' SPACING _ EMERGENCY OVERFLOW- 419.75 •� IS CHELONE GLABRA WHITE TURTLEHEAD 4 -6" POT @ 3' SPACING V 10' i _ NORMAL POOL- 418.00 10' T - - - - - - - - -- 418.85 LC LOBELIA CARDINALIS CARDINAL FLOWER 4 -6" POT @ 3' SPACING 1 - 10. TOP SHELF 0.5' ABOVE N.P.- 418.50 BOTTOM SHELF 0.5' BELOW N.P.- 417.50 SHALLOW WATER FOREBAY _ _ •. FOREBAY DIVIDER - „�`I (HERB.) J JUNCUS EFFUSES SOFTRUSH 4 -6" POT @ 3' SPACING BOTTOM OF POND- 415.00 �,S ACORUS SPP SWEET FLAG 4 -6" POT @ 3' SPACING 1' SEDIMENT STORAGE- 414.00 _V IRIS VERSICOLOR BLUE FLAG IRIS 4 -6" POT @ 3' SPACING X57 STONE TOPPEl7 ',SC PONTEDERIA CORDATA PECKEREL WEED 4 -6" POT @ 3' SPACING 1' CLAY LINER BY CLASS B RIP-RAP -V PELTANDRA VIRGINICA ARROW ARUM 4 -6" POT @ 3' SPACING CROSS-SECTMI SL SAGITTARIA LONGILOBA ARROWHEAD 4 -6" POT @ 3' SPACING NOT SCALE LANDSCAPE PLAN: S'': HALLOW LAND= 1,693 5f (USE 188 PLANTS FROM LIST ABOVE) SHALLOW WATER= 1,496 sf (USE 166 PLANTS FROM LIST ABOVE) U'SE EQUAL NUMBER OF PLANTS FROM LIST ABOVE EDUCATIONAL PLAQUE LOCATION AS SHOWN BELOW. OUTLET # PIPE SIZE (IN.) ROCK SIZE (IN.) ZONE ROCK -CLASS LENGTH L (FT.) WIDTH W (FT.) DEPTH (IN.) VELOCITY VIO 200 24 8 1 B 15 6 TO 12 18 1 7720 OUTLET STRUCTURE GENERAL NOTES 1. OUTLET STRUCTURE ELEVATIONS SHOWN ON THE DETAILS ON THIS SHEET ARE CRITICAL AND MUST BE WITHIN 0.02'' OF THAT SHOWN. IF OUTLET STRUCTURES ARE PRE -CAST OFF -SITE, THE HOLE FOR THE OUTLET PIPE SHALL BE ENLARGED TO ALLOW UP TO 0.3' OF VERTICAL MOVEMENT. WHEN INSTALLED, THE EXCESS OPENING SHALL BE FILLED WITH GROUT. 2. THE OUTLET STRUCTURE SHALL HAVE A TRASH RACK COVERING THE OPENINGS. SUCH TRASH RACK SHALL BE 6" OUT FROM THE OPENING AND SHALL HAVE A MAXIMUM OPENING OF 6 "x6 ". IT SHALL BE SECURELY FASTENED TO THE STRUCTURE BUT REMOVEABLE FOR MAINTENANCE. 3. OUTLET PIPES SHALL HAVE AN ANTI -SEEP COLLAR OF CONCRETE LOCATED APPROXIMATELY UNDER THE MIDDLE OF THE DAM IN WHICH: IT IS LOCATED. IT SHALL CONSIST OF CONCRETE POURED AROUND THE PIPE IN A VERTICAL DIRECTION. THE COLLAR SHALL BE A SQUARE 8" THICK AND SHALL EXTEND 18" BEYOND THE OUTSIDE OF THE PIPE IN EACH DIRECTION. 4. TREATMENT OUTLET PIPE SHALL NOT BE PVC BUT OTHER MATERIAL SUCH AS GSP WHICH IS NOT SUBJECT TO DETERIORATION IN SUNLIGHT. POND NOTES 1. SEE SHEET 4 FOR BMP CONVERSION SEQUENCE. 2. FOREBAY DIVIDERS ARE TO BE INSTALLED WHILE CONVERTING FROM SEDIMENT BASIN TO WET POND. 3. GROUNDWATER NOT ENCOUNTERED. MINIMUM REQWAREvtENTS':FQ.R-11D. GATf©N:ALSIGNAGE FOR USE IN CONJUNCTION WITH STRUCTURAL STORMWATER BEST MANAGEMENT PRACTICES --- --MIN. 18 "- MAX. 36" Structural Stormwater ► Best Management Practice (BMP) This BMP is designed to treat strormwater runoff to reduce the risk of flooding and improve water quality. You can help it function properly by: not dumping trash or yard waste, recycling or safety disposing of pet waste, oil and other chemicals. MIN. 18" This BMP is inspected MAX. 36" and maintained by: (Add owner name and contact information) FOR QUESTIONS AND CONCERNS 0.5'° (TYP.) PLEASE CONTACT OWNER Town of Holly Springs Environmental Services and Stormwater Management Division at (919) 567 -4011 or at stormwatekhollyspringsnc.us 0.5" DIA. CENTERED MOUNTIN.�: MOUNTING HOLES (2) 1. SIGN :SHOULD NOT BE OVER 8 FT TALL AT HIGHEST POINT. 2. SIGN SHOULD BE MOUNTED TO A U- CHANNEL POST (ADD SPECS) OR AFFIXED TO FENCE. NOTE: 1. DECORATIVE BMP EDUCATIONAL SIGNAGE WILL BE REVIEWED ON A CASE BY CASE BASIS. 2, MATER IAL TO BE ALUMINUM, LETTERS TO BE BLACK ON A WHITE BACKGROUND. 3. SIGN :SIZE AND MATERIAL MAY BE MODIFIED FOR THE SPECIFIC NEEDS OF THE STORMWATER BMP, BLT SHOULD BE NO SMALLER THAN 18" X 18" AND NO LARGER THAN 36" X 36 ". DRAWING NOT TO SCALE BMP Educational Signoge STANDARD DETAIL NUMBER.• HSOOO DA TE REI/ /SIGNS J 7-9 WN OF ROLL Y SPRINGS ENGINE -RING OEPARTiWENT I EXT�TING WETLAND GATE VALV AND POND DRAIN, SIZE 6" k 61- 6° 6 -4- OUTLET STRUCTURE TRASH RACK NOTES TRASH RACK C I GRAPHIC SCALE V-30' Hugh J. Giileece and Associates 0 30 60 90 875 Walnut Street Suite 360 Cary, NC 27511 BUSINESS UC. # C -496 Phone= (919)469 -1101 Fax= (919)460 -7637 1. TRASH RACK SHALL BE 6" CLEAR OF STRUCTURE TOP AND SIDES. THE TRASH RACK NEED NOT COVER THE TREATMENT OUTLET PIPE. 2. TRASH RACK SHALL BE FASTENED TO EACH SIDE OF THE STRUCTURE AT AT LEAST 2 POINTS. IT SHALL BE EASILY REMOVED FOR MAINTENANCE OR ENTRY INTO THE STRUCTURE. 3. TRASH RACK SHALL ACCOMMODATE VALVE SHAFT THOUGH AN OPENING. 4. TRASH RACK SHALL BE MADE OF DURABLE MATERIAL WHICH WILL NOT RUST OR DETERIORATE IN SUNLIGHT AND IS ACCEPTABLE TO THE TOWN OF HOLLY SPRINGS. 5. MAX. OPENING IN TRASH RACK SHALL BE 6 "x6 ". 6. TOP OF TRASH RACK SHALL HAVE A GRID OF BARS (MAX. 6 "x6 ") . 70 nM A urnn%A1K1 MIFF E- 24" RCP PLAN VIEW OS1 PRIMARY OUTLET STRUCTURE N.T.S. HAND WHEEL (ABOVE TRASH RACK) POND DRAIN - ELEV.- 415.00 24- in, T, 01II III to] if, THICKNESS 38.25" (MIN. FOR ANTI- FLOATATION) TOP ELEV. 418.85 NOTE: COLLAR. (SHOULD BE PLACED APPROX. IN THE MIDDLE OF EARTH DAM) WALL THICKNESS AND REINFORCEMENT DESIGN TO BE DETERMINED BY PRECAST CONCRETE MANUFACTURER DRAWDOWN PIPE 1.25" DIAM. INV.- 418.00 - %aVN%.�r\C I C DV t 1 VM CROSS SECTION OS1 OUTLET STRUCTURE N.T.S. ANTE -SEEP COLLAR. TO BE 18" AROUND ENTIRE PIPE 01101 11/1//� 10 1 MAN I z a H cn H W Cr 0 01111 11111111 11111 z 253A -1 Ilk r1tj�b �+4 wi 984968 i If SEA- I 02,462T ° to J D 0 a 0 C 0 U CD UJ m Z _� (1) a: _3 7 L - co il-- Q (o U 757 F_ OCaQE'� m E CY) o Q w Q z a r L j] a L N z W 0`�O 0 L L °' u- J W (01 U 2� L IL o 0 0 a: cr o �, ` °D W i 0 .Q p a: man r Uj U 0 a 1 0 u.i J all LL Lu W a. H Q DSN /CHK BY: DAS /DAS ~ DWN BY: BAH I DATE: 09/10/2012 HRZ SCALE: AS SHOWN o VRT SCALE: AS SHOWN SHEET NO. 445 mm 435 430 425 420 415 410 w e � � LIONA&AR; 1 41 80 12,11 MH • ,' MH 10 10 +00 11 +00 1C +00 1.i +UU .. Me 435 430 425 420 415 410 — _-L t+ 43482 . __ 44� =m, 1 fW11 � 1 1 W< 11� 1 , V;o' No EXISTING MH 34 TO MH 2 GRAPHIC SCALE I"=40' 1 40 :1 121 10 +00 11 +00 1;2+O0 GENERAL NOTE: 1. CLEANOUTS LOCATED IN PAVED AREAS ARE TO BE PLACED IN MINI - MANHOLES, SEE DETAIL HS723. 2. FOR 6" CLEANOUTS THAT TIE TO MANHOLES IN A DROP SITUATION SEE DETAIL HS718. 3. WATERLINES ARE TO BE INSTALLED AT NO LESS THAN 3' MINIMUM FROM FINISHED SUB - GRADE. 4. MIN. VERTICAL CLEARANCE- WATER 6 STORM= 18 ", WATER & SANITARY= 18 ", STORM & SANITARY= 24 ". IOUl / /fi. '//% /fJe l/% z H in H 7 W cr J 0 �J U Q z LL co z co Q CL I— Q z n z ® =J °C0'0Y L 0 1 Q ro (u pC QF-_ n W � ® Q W Q Z 3 LL CL Q ui + U z L v Q Oro Z `- V-° J w Oo Y w L �Q(L Cr _ mj, W z �-- z ac Q O r Z 0 U H w LL I m JOB # 18000.30 DSN /CHK BY: DAS /DAS 1i1 ■ 1 DATE: 10/21/2013 °°I SHEET NO. 0 r- c� 10 a' zt—oc0 XEn (D � (D O pp O N O � ic\j i STANDARD 4ERIAL CROSSING ° x En PER OHS STD . H 704 = — a= ~O 169.93' OF B" DIP @0.50% 100 YR FLOOD 2 _ ELEV: M7.81 -•. In LO DIP @ 0.50% cu Iq • '� 7 O N O ° F— �H Z W W W W W W W W . F_ z HH ° �= +(D m= +C9 _ �= ED +CD rn= +(7 —'= +(E) m= +3 +(.9 _ Z Z .� Ain .� F- UJm �— EnI �— d LAQ t— U1 L[) i— to"P • t— (nM 0— (!�N 10 +00 11 +00 1C +00 1.i +UU .. Me 435 430 425 420 415 410 — _-L t+ 43482 . __ 44� =m, 1 fW11 � 1 1 W< 11� 1 , V;o' No EXISTING MH 34 TO MH 2 GRAPHIC SCALE I"=40' 1 40 :1 121 10 +00 11 +00 1;2+O0 GENERAL NOTE: 1. CLEANOUTS LOCATED IN PAVED AREAS ARE TO BE PLACED IN MINI - MANHOLES, SEE DETAIL HS723. 2. FOR 6" CLEANOUTS THAT TIE TO MANHOLES IN A DROP SITUATION SEE DETAIL HS718. 3. WATERLINES ARE TO BE INSTALLED AT NO LESS THAN 3' MINIMUM FROM FINISHED SUB - GRADE. 4. MIN. VERTICAL CLEARANCE- WATER 6 STORM= 18 ", WATER & SANITARY= 18 ", STORM & SANITARY= 24 ". IOUl / /fi. '//% /fJe l/% z H in H 7 W cr J 0 �J U Q z LL co z co Q CL I— Q z n z ® =J °C0'0Y L 0 1 Q ro (u pC QF-_ n W � ® Q W Q Z 3 LL CL Q ui + U z L v Q Oro Z `- V-° J w Oo Y w L �Q(L Cr _ mj, W z �-- z ac Q O r Z 0 U H w LL I m JOB # 18000.30 DSN /CHK BY: DAS /DAS 1i1 ■ 1 DATE: 10/21/2013 °°I SHEET NO. 0 K 61' m- .m 435 will ffm e 415 410 I / It t/ It u a u it u / q- !/ / r t I i' / r it t / tr / tr w w 2 / / / �r tr / C / / l! i i i IJi t i s 1' i s . \ •- •- •--- =r ._. ` .-; °°#„ l / t rrr t -L-- H ASSEM wl !r l r �i gj /t �q3 p — -- — — _ _ 429 \ t fTl � \ �\ \ \ \ \` \ � �`� `-- - -',•.� —'- _ /„_Y,,,._ { �, ^".-�" ` �� t 1 t � 432—\ � ( — _.rL ....►=- -��+`' �� .�•.r i t 1 p� \ A�`EM HY i� ° L -- _.,! —� — _ _ ° - T\ i.li°tlo 00 \o' _ / \ 1 , _\ �� -`< si.r- _ - T e r _ -N -`_ vr _ _ -L- _ _- -N_ -_ _ -- -N -° —`- 4 H. �— =�•s = =_`- " �-�- r�"l _Al-1r »_ ^�___ -�_ _ _ F4* GDE��'I�' TRIANG \L 1_5x3.85' ` �r_ ^- -_-- __ - -_ -- - r --� - IVH SIGH 1 1 �` �� — — — _�i t r _ _`» . N — `» G _ t __ re / i r r(- tl ` `ty ><. 1 � 1� ''��i- •°�`'' �'1' �.s,,"�-� �•� =- �•� - a�.�`�- ,e--�• "''�- _�,_._.- "- i i l i J >f f � r \~ � ®_ _ -- �-°- =. -- _ _ _. _ _ _ �--' RE AIN JAGK -W14H- o\ 1 11 1 \ _ _ _ _ _ _ _ _ _ e ° "..,•, ` O� MENT -35' Im t t \ + RESTRAIN E ti, rnl tt nl \ \t _ \ _ QINT PIPE _._ 111 1 _ _ REM X. RIP —RAP _ / -S HT� IA LE _5' 2 2 l / / - - �-� 8° \ _436\, �w i lr � _ `J AjN WITH JOINT p.tp' CASeMSNT ,.n. w . ..0 ,� �-.... r - 11■■t Lt ■s . �- .v■ � r r, r v .� ro 1 F � 1 � r. • ..nart. ► � Ifl� 1� r� - _._.,. . ■u ■r.�rr�pt� ��[ /�� /ll ►►:�lli�L l // �fi�t� y% �� -' -.�..� �r...:�r. >• _.as.a■ra.�,\�lil� 1 illt!!I6\t A� �' rr. j! '7�_' `� ,• i,r ■ �- �� /�J �� ■�■�■N.■1■► I, t i�tit \�'i7i� \� � �■ , •� :.• " �� ._- -"'►� ,. iii �1, /`I'i �I■I/'�' ��''� - -- �: ,...:... �� ip ■ i i ■ i i, ■i r � � � � ■ i �■ y � ■■■� � ' � ' I : i' i ' i' i "i �• �• r r � � , � i. i !� 1 ii i j...i � i i LIM LIE 4 AND 848.06 tt % c�^7 ;a ' CL EXISTING RD. fuc, < EX STINB 1/ 32.5. ROW 32.5 ►;yyn� m (n 'D (n H j co a of 1/2 RIGHT OF WAY tt t !U 5' ROW DEDICATION m D Ln D —I D m 4 J/" irk w�L 5.0' 5.0' 5.0' 5.0' <— i—i-1m HX I I n f t17 [A " �y •`''wtia� EXISTING UTILITY EXISTING 18' 18' UTILITY SIDEWALK SIDEWALK STRIP STRIP t 2.5' FT. 1 4" FT.—. . _ 1 y a -- 1 /4 ° /FT. 1 /4- /FT. ---- (D + :E: + H m to 30" CONCRETE 0>010 1> -i EXISTING SAW CUT 1' CURB &GUTTER EX. 30" CONCRETE ASPHALT FOR JOINT 1.5° OVERLAY 4 Uj m 1 O CI1t— < CURB & GUTTER ENTIRE ROADWAY I E! ISTING CONCRETE MEDIAN PAVEMENT DESIGN 6' OR GREATER: PAVEMENT DESIGN 6' OR LESS: D < TL �m3 3" S9. 5B 3" S9.56 O—I= n v 4" I -19B NOTE: 4" I -19B mD vo 10 " ABC 5 " B25.OB DESIGNATEDEBYGNCDOTBE in ro I *PAVEMENT DESIGN WILL BE AS DEFINED IN THE NCDOT ENCROACHMENT AGREEMENT. LO. m o 4 _°,.... — °_ OLD ADAMS RD. mw TYPICAL SECTION -- I STAT. -10 +00 THRU 19 +06.07 m ` �N �• �- ,�► z H i �00 C) >< EXISTING 12'x8" WL TEE 4 cow - - o �• zm �� , -'' , - -'� EXISTIN 12" VALVE \ rwie \ w� - .- - '' -''� 12 "x8" TS & V 4 H 8" DIP CROS ING IN 18" NCASEMENT REMOVED WHEN i EX 12" PEEPENDICULA WL CROSSING 4 - ,- 4 - 12 "x8" TS G V_/ -� -. z B" DIP CROSSING IN 18 "ENC SEMENT zz SEE SHEEI 5 FOR CULVERT H ° CROSSING DETAIL ° « 4 \ EXIS T ING _ LO \\ ,�' DOWN TREAM- 415.2 . co z-�t EXI TING 42" JRCP - rn oo .p 11—REAM- DOW 417.2 STREAM- 4: 9 EXISTING 24" ENCASEM NT PIPE rn L-69' AN SLOPE-0.0i R' R) in +nn 11 +nn 1;)+nn 1.9+00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 Pn +4 •M 45 .6 M 0 w 0 15 lus rim 875 Walnut Street Suite 360 Cary, NC 27511 Phone: (919)469 -1101 Fax: (919)460 -7637 r l MAN z O H an H a W rr W F- Q O 9 11 JOB # 18000.30 DSN /CHK BY: DAS /OAS OWN BY: BAH DATE: 10/21/2013 HRZ SCALE: 1 "= 40' o VRT SCALE: 1 "= 4' A SHEET NO. •