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HomeMy WebLinkAbout20170557 Ver 1_Revised 401 Application_20170605F_MW"­WW "A upplemental Information Upload Fon Staff Review: Updated ID#: 20170557 Updated Version: 1 Reviewers Email Address: Stephanie.Goss@ncdenr.gov Submitted Information: Is this a public transportation project? f Yes r No What type of project is this? r Existing Project r Pre -Application Information Project Name: Park Avenue Subdivision County: Wake Name: Dalton Cook Who is subrritting the inforrretion? Email Address: Dalton@spanglerenvironmental.com Describe the An updated PCN Application attachments: Revised Impact Maps Stream Realignment Plan Culvert Installation Drawing Teal Lake Drive Plan Profile Drawings Please upload all files that need to be submited. Grigsby - PCN App. pdf 486.37KB 06-06-17 Revised Impact Maps.pdf 2.37MB Exhibit'A' Stream Realignment Plan.pdf 210.55KB Exhibit'D'- Culvert Installation Plan.pdf 933.22KB Exhibit'E'- Teal Lake Drive Plan Profile.pdf 1.32MB Only pdf files are accepted. V By checking the box and signing box below, I certify that Water Resources ENVIRONMENTAL QUALITY • I have given true, accurate, and complete information on this form; • I agree that submission of this Supplemental Information form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act) I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND I intend to electronically sign and submit the Supplemental Information form. Signature: Action History (UTC -05:00) Eastern Time (US & Canada) Submit by Anonymous User 6/5/2017 4:46:38 PM (Supplemental Submital) Approve by Montalvo, Sheri A 6/7/2017 2:20:52 PM (NON -DOT Project) • The task was assigned to Montalvo, Sheri A 6/5/2017 4:46 PM Page 1 of 10 PCN Form – Version 1.4 January 2009 Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit 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 1e. 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 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: 2b. County: 2c. Nearest municipality / town: 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 2 of 10 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: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 3 of 10 PCN Form – Version 1.4 January 2009 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: Longitude: 1c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: 2b. Water Quality Classification of nearest receiving water: 2c. River basin: 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: 3b. List the total estimated acreage of all existing wetlands on the property: 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: 3e. Describe the overall project in detail, including the type of equipment to be used: 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Yes No Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. Page 4 of 10 PCN Form – Version 1.4 January 2009 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. Wetland impact number Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 W2 W3 W4 W5 W6 2g. Total Wetland Impacts: 2h. Comments: 3. 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 S2 S3 S4 S5 S6 3h. Total stream and tributary impacts 3i. Comments: Page 5 of 10 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. Open water impact number Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 O2 O3 O4 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) 5a. Pond ID number 5b. Proposed use or purpose of pond Flooded Filled Excavated Flooded Filled Excavated 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. Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other: 6b. Buffer Impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 B2 B3 B4 B5 B6 6h. Total Buffer Impacts: 6i. Comments: Page 6 of 10 PCN Form – Version 1.4 January 2009 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 2. 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 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Type: Type: Quantity: Quantity: Quantity: 3c. Comments: 4. 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: 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: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 10 6. 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 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 8 of 10 PCN Form – Version 1.4 January 2009 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 within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? % 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: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 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 9 of 10 PCN Form – Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 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 letter.) Comments: Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 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. 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. Page 10 of 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 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? 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 status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? 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? Applicant/Agent's Printed Name _______________________________ Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Date WE T L WE T L WE T L FO FO S S SSS SS SS SS SS SS SS S O O O O O O O O O O O O O O O 3 7 6 0+0 0 1+00 2+00 2+29.23 BF E = 3 7 9 . 7 6 BF E = 3 7 9 . 1 5 BF E = 3 7 7 . 0 8 FP F P F P F P F P / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / O EX C/L OF STREAM EX BOTTOM OF CHANNEL (TYP) EX TOP OF BANK (TYP) EX TOP OF BANK (TYP) 50' N R B 50' T O H S B EX BOTTOM OF CHANNEL (TYP) EX 2 0 ' S S E EX TOP OF BANK (TYP) EX TOP OF BANK (TYP) EX BOTTOM OF CHANNEL (TYP) EX C/L OF STREAM 50 ' N R B 30 ' Z O N E I 20 ' Z O N E I I SILT FENCE (TYP) TEMPORARY COFFERDAM (SAND BAGS OR APPROVED EQUAL) CLASS 'B' RIP RAP OVER FILTER FABRIC BARREL 1 BARREL 2 BARREL 3 WETL (TYP) // // // // // // // SF OUTLET // // SF OUTLET PA R K A V E N U E S U B D I V I S I O N 1. PE R 1 s t C D R E V I E W C O M M E N T S 01 - 2 3 - 2 0 1 7 2. PE R 2 n d C D R E V I E W C O M M E N T S 03 - 0 6 - 2 0 1 7 3. RE V C U L V E R T P E R F L O O D S T U D Y 03 - 2 3 - 2 0 1 7 4. PE R 3 r d C D R E V I E W C O M M E N T 04 - 1 0 - 2 0 1 7 5. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 30 C-4.1 818-15 GENERAL NOTES 1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. 2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID FOR THAT DATE 5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL DEVELOPMENT. 6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS. //////////////////////////// <<<<<< 5+.6('0%' +0.'62416'%6+10 6'/2&+8%*#00'. .+/+651(&+5674$#0%' .')'0& 5+.6('0%'176.'6 64''2416'%6+10('0%+0)TPF TPF CULVERT INSTALLATION SEQUENCE 5%Ä14#22418'&'37#. 5.12'/#66+0) PERMANENT STREAM CHANNEL SECTION 8.0 FT MIN 3:1 M A X S L O P E 3: 1 M A X S L O P E WETLAND SEED MIX IN WETLAND AREAS AND STANDARD SEEDING IN ALL OTHER AREAS SEE BELOW. 5. 0 F T M I N TEMP. STREAM DIVERSION CHANNEL 4.0 FT 2:1 S L O P E 2: 1 S L O P E SC350 TEMP MATTING OR APPROVED EQUAL 5. 0 F T MI N NTS NTS 1.CLEAR WITHIN THE DELINEATED LIMITS OF DISTURBANCE ONLY ENOUGH TO INSTALL BOX CULVERTS. 2.INSTALL ASSOCIATED TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON PLAN. EROSION CONTROL MEASURES SHALL BE MONITORED & MAINTAINED DURING CONSTRUCTION AND AFTER EACH RAINFALL EVENT. 3.CONSTRUCT DIVERSION CHANNEL AROUND PROPOSED CULVERT LOCATION USING DITCH SECTION AND ALIGNMENT SHOWN ON PLANS. DIVERSION CHANNEL SHALL BE FULLY STABILIZED PRIOR TO BEING UTILIZED. ALL WATER TRAPPED BETWEEN DIVERSION DIKES DURING CONSTRUCTION SHALL BE PUMPED DOWN THROUGH DEWATERING BAG. 4.INSTALL TEMPORARY COFFER DAMS TO DIVERT EX STREAM INTO DIVERSION CHANNEL. 5.INSTALL BOX CULVERTS WITHOUT WINGWALLS PER SHOP DRAWINGS. 6.CONSTRUCT PERMANENT DITCH SECTION FROM COFFER DAMS TO AND FROM LOW FLOW BARREL #2 (THE 2ND BARREL OF THE BOX CULVERT ASSEMBLY LOOKING UPSTREAM FROM SOUTH TO NORTH). REFER TO THE PERMANENT STREAM CROSS SECTION ON THIS PLAN FOR CONSTRUCTION. DO NOT REMOVE DIVERSION DIKES UNTIL PERMANENT STREAM CHANNEL HAS BEEN STABILIZED WITH APPROPRIATE SEED MIX. 7.REMOVE COFFER DAMS & CONNECT RE-ALIGNED STREAM SECTIONS. 8.INSTALL WING WALLS. 9.INSTALL PROPOSED EC MEASURES AS SHOWN ON C-4.3 PRIOR TO FILLING DIVERSION CHANNEL AND FINAL GRADING OF TEAL LAKE ROAD CONNECTION. 10.STABILIZE ANY REMAINING BARE AREAS AND REFOREST ANY DEFORESTED AREAS AFFECTED DURING CONSTRUCTION. ONCE TEMP DIVERSION CHANNEL HAS BEEN REMOVED, INSTALL EC MEASURES AS SHOWN ON C-4.3 PRIOR TO FINAL GRADING OF TEAL LAKE CONNECTION. SEED MIX FOR DISTURBED WETLAND AREAS EX SS MAIN (TYP) MH (TYP) NOTE: ON-SITE MEETING WITH TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR REQUIRED PRIOR TO BEGINNING STREAM CROSSING. SEE C-4.3 FOR DETAILED SECTIONS W W W W W W W SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S #"3-&:.*--30"% ’16#-*$3*()5±0'±8": (3*(4#:"7&/6&±/$43 ’16#-*$3*()5±0'±8": FO FO FO FO FO FO FO FO FO FO F O UT UT UT UT UT UT UT UT UT UT UT U T W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO F O E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO F O F O G G G G G G G G G G G G G G G G G G G G G G G G G G G .0 3 5 0 /  ' " 3 .  3 0 " %  ’  1 6 # - * $  3 * ( ) 5 ± 0 ' ± 8 " : #- 0 0 . * / ( .& " % 0 8 4  3 0 " %  ’  1 6 # - * $  3 * ( ) 5 ± 0 ' ± 8 " : E E E E E E E E E E E E E E E S E E E E E E E E E E E E E E E E E E E S T R E E T B 5 1 ' P U B L I C R - O - W 2 7 ' B - B STREET B 51' PUBLIC R-O-W 27' B-B STR E E T A 51' P U B L I C R - O - W 2 7 ' B - B S T R E E T D 5 1 ' P U B L I C R - O - W 2 7 ' B - B STR E E T B 51' P U B L I C R - O - W 2 7 ' B - B B A R L E Y M I L L R O A D 5 1 ' P U B L I C R - O - W 2 7 ' B - B ST R E E T C 51 ' P U B L I C R - O - W 2 7 ' B - B STR E E T E 51' P U B L I C R - O - W 2 7 ' B - B ST R E E T B 51 ' P U B L I C R - O - W 2 7 ' B - B TEA L L A K E D R I V E 60' P U B L I C R - O - W 3 5 ' B - B ST R E E T A 51 ' P U B L I C R - O - W 2 7 ' B - B STREET F 51' PUBLIC R-O-W 27' B-B W W W W W W W W W W W W RELOCATED 10' WIDE GREENWAY WITH 20' WIDE GREENWAY EASEMENT FO G G SS SS SS S S F O F O F O F O WE T L WE T L WE T L SS SS SS SS SS F O FO FO FO FO FO FO F O S S S BMP 2 BMP 3SS SS 10 0 . 0 ' 50 . 0 ' 50' NEUSE RIVER RIPARIAN BUFFER 100' TOWN OF HOLLY SPRINGS BASS LAKE BUFFER 68 73 64 63 76 75 66 74 113 98 96 61 79 56 57 51 91 49 83 78 109 103 110 102 9 8 7 108 90 87 89 40 38 24 30 31 34 32 55 5347 45 46 48 52 14 13 25 22 19 71 701243 50 106 86 21 69 67 65 77 114 97 94 95 99 72 60 59 80 58 93 82 92 84 43 81 112 62 6 5 111 101 100 104 107 29 42 88 41 28 26 27 33 85 39 105 54 44 37 36 35 15 16 20 23 11 12 18 10 17 20. 0 ' 30. 0 ' 30' ZONE 1 NRB TO REMAIN COMPLETELY UNDISTURBED (TYP) 20' ZONE 2 NRB 20.0' 30.0' 30' ZONE 1 NRB TO REMAIN COMPLETELY UNDISTURBED (TYP) 20' ZONE 2 NRB W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS S S SSS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S W W W W W W W W W W W O O O O O O O O O O O O O O O O O O O O O O O O S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WWWW PH A S E I PHA S E I PHA S E I TW=409 BW=390 TW=400 BW=393 TW=403 BW=389 TW=405 BW=389 TW=406 BW=389 TW=4398 BW=389 TW=392 BW=389 TW=393 BW=381 TW=397 BW=381 TW=398 BW=381 TW=392 BW=381 3 7 6 W W W W W W W W W W TW=383 TW=383 TW=382 390 382 30' GREENWAY / U T I L I T Y EASEMENT BM 2 0 0 8 P G 1 6 6 8 20' GR E E N W A Y E A S E M E N T BM 201 4 P G 8 2 1 BOUNDARY FROM BM 1998 PG 1484 POSSIBLE GAP / NO EASEMENT 15 ' G R E E N W A Y E A S E M E N T B M 1 9 9 8 P G 1 4 8 4 2 0 ' S A N I T A R Y S E W E R E A S E M E N T D B 7 7 7 8 P G 2 5 7 POSSIBLE GAP IN EASEMENT BM 2014 PG 821 APPROXIMATE LOCATION EXISTING BOARDWALK S S S S S S S S S 385 FP FP FP FP FP FP F P F P FP FP FP FP FP FP FP FP FP FP FP FP FP F P F P F P BUFFER IMPACT LOCATION 2 PA R K A V E N U E S U B D I V I S I O N 1. PE R 1 s t C D R E V I E W C O M M E N T S 01 - 2 3 - 2 0 1 7 2. PE R 2 n d C D R E V I E W C O M M E N T S 03 - 0 6 - 2 0 1 7 3. RE V C U L V E R T P E R F L O O D S T U D Y 03 - 2 3 - 2 0 1 7 4. PE R 3 r d C D R E V I E W C O M M E N T 04 - 1 0 - 2 0 1 7 5. EIP-1.0 818-15 GENERAL NOTES 1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. 2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID FOR THAT DATE 5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL DEVELOPMENT. 6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS. 6*+5&4#9+0)+56*'2412'46;1( CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ 5RCWNFKPI 0QTTKU2#WRQPTGSWGUV 5RCWNFKPI 0QTTKU2# 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 100 IMPACT TOTALS NEW PROPOSED ACCUMULATED AREA PERMANENT WETLAND IMPACT 9,773 SF (0.2244 ACRES) PERMANENT STREAM IMPACT 2,108 SF (0.0484 ACRES) LF OF PERMANENT STREAM IMPACT 216 LF LF OF PROPOSED STREAM 93 LF (PLUS 71' IN CULVERT) PERMANENT BUFFER IMPACT 6,410 SF (0.1472 ACRES) TEMPORARY BUFFER IMPACT 9,433 SF (0.2166 ACRES) S S S S S S S S S S S S S S S S RELOCATED 10' WIDE GREENWAY WITH 20' WIDE GREENWAY EASEMENT WE T L WE T L WE T L FO FO BMP 3 SS S SSS SS SS SS SS SS S W W W W W W W O O O O O O O O O O O O O O O O O O X 3 7 6 TW=383 TW=383 TW=382 FP FP FP F P F P F P F P PERMANENT WETLAND IMPACT AREA ACCUMULATED AREA: 9,773 SF (0.2244 ACRES) PA R K A V E N U E S U B D I V I S I O N 1. PE R 1 s t C D R E V I E W C O M M E N T S 01 - 2 3 - 2 0 1 7 2. PE R 2 n d C D R E V I E W C O M M E N T S 03 - 0 6 - 2 0 1 7 3. RE V C U L V E R T P E R F L O O D S T U D Y 03 - 2 3 - 2 0 1 7 4. PE R 3 r d C D R E V I E W C O M M E N T 04 - 1 0 - 2 0 1 7 5. EIP-1.1 818-15 GENERAL NOTES 1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. 2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID FOR THAT DATE 5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL DEVELOPMENT. 6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS. 6*+5&4#9+0)+56*'2412'46;1( CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ 5RCWNFKPI 0QTTKU2#WRQPTGSWGUV 5RCWNFKPI 0QTTKU2# 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 30 S S S S S S S S S S S S S S RELOCATED 10' WIDE GREENWAY WITH 20' WIDE GREENWAY EASEMENT WE T L WE T L WE T L FO FO SS S S SSS SS SS SS SS SS SS S W W W W W W W O O O O O O O O O O O O O O O O O O X 3 7 6 TW=383 TW=383 TW=382 FP FP FP FP FP F P F P F P F P PERMANENT STREAM IMPACT AREA ACCUMULATED AREA: 2,108 SF (0.0484 ACRES) LS OF STREAM IMPACT: 216 LF PROPOSED STREAM 56' STREAM IN CULVERT 71' PA R K A V E N U E S U B D I V I S I O N 1. PE R 1 s t C D R E V I E W C O M M E N T S 01 - 2 3 - 2 0 1 7 2. PE R 2 n d C D R E V I E W C O M M E N T S 03 - 0 6 - 2 0 1 7 3. RE V C U L V E R T P E R F L O O D S T U D Y 03 - 2 3 - 2 0 1 7 4. PE R 3 r d C D R E V I E W C O M M E N T 04 - 1 0 - 2 0 1 7 5. EIP-1.2 818-15 GENERAL NOTES 1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. 2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID FOR THAT DATE 5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL DEVELOPMENT. 6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS. 6*+5&4#9+0)+56*'2412'46;1( CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ 5RCWNFKPI 0QTTKU2#WRQPTGSWGUV 5RCWNFKPI 0QTTKU2# 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 30 S S S S S S S S S S S S S S S S S S RELOCATED 10' WIDE GREENWAY WITH 20' WIDE GREENWAY EASEMENT WE T L WE T L WE T L FO FO FO BMP 3 SS S SS SS SS SS SS S W W W W W W O O O O O O O O O O O O O O O O O O X 3 7 6 TW=383 TW=383 TW=382 FP FP FP F P F P F P F P TEMPORARY BUFFER IMPACT AREA: 1,658 SF (0.0381 ACRES) W W W W W SS SS SS S S S S S S S S S S S S S S S S S S S S STR E E T E 51' P U B L I C R - O - W 2 7 ' B - B 31 34 32 33 39 37 36 35 20.0' 30.0' 30' ZONE 1 NRB TO REMAIN COMPLETELY UNDISTURBED (TYP) 20' ZONE 2 NRB X X X X X X X X X X X X TW=400 BW=393 FP TEMPORARY BUFFER IMPACT AREA: 3,732 SF (0.0857 ACRES) TEMPORARY BUFFER IMPACT AREA: 1,304 SF (0.0299 ACRES) PA R K A V E N U E S U B D I V I S I O N 1. PE R 1 s t C D R E V I E W C O M M E N T S 01 - 2 3 - 2 0 1 7 2. PE R 2 n d C D R E V I E W C O M M E N T S 03 - 0 6 - 2 0 1 7 3. RE V C U L V E R T P E R F L O O D S T U D Y 03 - 2 3 - 2 0 1 7 4. PE R 3 r d C D R E V I E W C O M M E N T 04 - 1 0 - 2 0 1 7 5. EIP-1.3 818-15 GENERAL NOTES 1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. 2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID FOR THAT DATE 5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL DEVELOPMENT. 6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS. 6*+5&4#9+0)+56*'2412'46;1( CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ 5RCWNFKPI 0QTTKU2#WRQPTGSWGUV 5RCWNFKPI 0QTTKU2# FOR REVIEW ONLY- NOT FOR CONSTRUCTION PLAN IS SUBJECT TO REVISIONS DURING THE PRELIMINARY APPROVAL PROCESS 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 30 PA R K A V E N U E S U B D I V I S I O N 1. PE R 1 s t C D R E V I E W C O M M E N T S 01 - 2 3 - 2 0 1 7 2. PE R 2 n d C D R E V I E W C O M M E N T S 03 - 0 6 - 2 0 1 7 3. RE V C U L V E R T P E R F L O O D S T U D Y 03 - 2 3 - 2 0 1 7 4. PE R 3 r d C D R E V I E W C O M M E N T 04 - 1 0 - 2 0 1 7 5. 6*+5&4#9+0)+56*'2412'46;1( CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ 5RCWNFKPI 0QTTKU2#WRQPTGSWGUV 5RCWNFKPI 0QTTKU2# FOR REVIEW ONLY- NOT FOR CONSTRUCTION PLAN IS SUBJECT TO REVISIONS DURING THE PRELIMINARY APPROVAL PROCESS SCALE VERTICAL: 1"=5' HORIZONTAL: 1"=50' TEAL LAKE DRIVE PLAN VIEW C-5.10 818-15 UTILITY NOTES 1.ALL UTILITIES TO BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. 2.ALL NEW UTILITY LINES SHALL BE UNDERGROUND. 3.ALL SANITARY SEWER LINES SHALL BE 8" SDR-35 PVC UNLESS OTHERWISE NOTED. 4.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS SLOPE OF 6:1. 5.SEWERS OVER 20 FEET DEEP SHALL REQUIRE DUCTILE IRON FOR THE ENTIRE RUN BETWEEN MANHOLES AND SHALL BE 401 PROTECTANT LINED. 6.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THE TOHS STANDARDS. 7.ALL POTABLE WATER MAINS SHALL BE DIP. 8.WATER SYSTEM ANALYSIS NOT APPROVED. 9.LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-COORDINATED BY THE DEVELOPER TO ELIMINATE CONFLICTS. 10.WATER MAIN TO BE DEFLECTED, VERTICAL BENDS ARE NOT ALLOWED. 11.TRESS SHOWN ON THE OVERHEAD POWER EASEMENT ARE ALLOWED AS SHOWN (LANDSCAPE PRELIMINARY PLAN) TEAL LAKE DRIVE PROFILE VIEW CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK RAISE EXISTING MANHOLE 0+00 370 375 380 385 370 375 380 385 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 0+20 370 375 380 385 370 375 380 385 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 0+40 370 375 380 385 370 375 380 385 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 0+60 370 375 380 385 370 375 380 385 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 0+85.53 365 370 375 380 385 365 370 375 380 385 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 1+20 370 375 380 385 390 370 375 380 385 390 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 1+58.41 370 375 380 385 390 370 375 380 385 390 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 1+80 370 375 380 385 390 370 375 380 385 390 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 2+00 365 370 375 380 365 370 375 380 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 2+20 365 370 375 380 365 370 375 380 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 2+28.95 365 370 375 380 365 370 375 380 0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90 EXISTING GROUND PROPOSED CHANNEL (CULVERT ENTRANCE) EXISTING GROUND PROPOSED CHANNEL (CULVERT EXIT) PROPOSED GRADE EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUNDEXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED CHANNEL PROPOSED CHANNEL PROPOSED CHANNEL PROPOSED CHANNEL EXISTING GROUND PROPOSED CHANNEL PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED CHANNEL WI N G W A L L WI N G W A L L WI N G W A L L W I N G W A L L PROPOSED CHANNEL (IN CULVERT) WI N G W A L L W I N G W A L L W I N G W A L L 365 370 375 380 385 -1+00 -0+50 0+00 37 5 . 5 37 5 . 4 6 0+50 37 6 . 8 37 6 . 8 0 1+00 37 5 . 8 37 5 . 8 3 1+50 37 4 . 4 37 4 . 4 4 2+00 37 1 . 6 37 1 . 5 7 2+50 -1.70% -1.10% -2.39% -2.21% WE T L WE T L WE T L S SSS SS SS SS SS SS S 3 7 6 0+0 0 1+00 2+00 2+29.23 PA R K A V E N U E S U B D I V I S I O N 1. PE R 1 s t C D R E V I E W C O M M E N T S 01 - 2 3 - 2 0 1 7 2. PE R 2 n d C D R E V I E W C O M M E N T S 03 - 0 6 - 2 0 1 7 3. RE V C U L V E R T P E R F L O O D S T U D Y 03 - 2 3 - 2 0 1 7 4. PE R 3 r d C D R E V I E W C O M M E N T 04 - 1 0 - 2 0 1 7 5. C-4.3 818-15 SECTION SCALE VERTICAL: 1"=6' HORIZONTAL: 1"=30' PROFILE SCALE VERTICAL: 1"=5' HORIZONTAL: 1"=50' PROPOSED CREEK ALIGNMENT CREEK PROFILE