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Home My WebLink About20141134 Ver 1_Application_20141028�X�A�' a� �� h � { � ., , � , ,�"�% - - b �,C� * �n �Z.,n .� � � Q�,.�rn v�a��' STATE C�F NORTH C�.ROLINA DEPARTMENT QF TRANSP(.�RTATIC�N PAT McCRORY P. O. Bax 252Q 1, Raleigh, N� 27611-�202 i(�NY TAT� GO'VERNO�Z PHQNE: 919-7�3-252Ci SECRETARY Octaber 2�, 2a14 I��1r. Andy Williams �C.T. S. Army Corps o�' Engineers Raleigh Regulatory Fzeld Office 3 3 31 �Ieritage Trade Drive, Suite 1 �5 Wake F�rest, I`�TTG 275 87 Subj ect: IwTatianwide Permit # 14 S R 13 3 9(Ro aring B ranch Ro ad) Ashe County, North �arolina Project Number: 11C.005145 (T�WR Permit Fee: $570) Dear I��Ir. Williams: The NC Department of Transporta�ion is scheduled to grade, drain, base and pave SR � 3 3 9, Roaring Branch Road in Ashe County. Total proj ect length is 0.76 mzles. The narrow 13 foot ,wide travel way will be widened to 18 feet and the� paved. Impervious surface area �will xncrease by about 0.46 �.cres. This is very rocky terrain with springs emanating from the old cut in numerous locations. The stream crossing at station 1�-22 1s really the only one that 1c�oks like a traditional stream. The remaining �vet pipes car�y springs that enter the ditch l�ne. Th1s proj ect will require the replacement of seven vvet pipes as �hown belo�v: Stream In�pacts: : ::::::::::::::.. :: ; ::::: �::::::::::;:: : ::: :::: :;: : :::: : ::;: : ::::; : : ::::: :::::::::::: : ::;::;: :: ;:::;:::: ; ::::;::::: : : : :::::::: ::::::.: : : ; : ::: .. � � .. _ . .:_..:::: . . _.. _. . ... .... � _. : _ :: : : .: .: : . �� :::::::: :::::: : :: ::::;:::� ; ; : ::;: :::: : ::: ::: ::::;:::: :::: :.: : : : : : :::::::::�::;:: : : : :::::: : ::::::: ;: - � : ::: .::;::::: �::;:: ��. �� ::: ;; ::. ; ; �. . . � ��. . �� ►�� :�� r�: : . :� : : : . _ � �. a�� _ _ : . . . . . .. �"�► � � . . . . _ � �. �+�� _ . . __ � :: : : : :: : : :.:� . : : : :.: : : : : . :: : : . : . :,:: : �. .. .. _. . . �.� _. � . _ .. . . .:: : .. � . . .. :::::::::;::>:<�>':`��';;'`��'::>:::::::':<:;:::E>;::>:;;:.::;;>;::;;`>;:�<:::::<::::::;;::;'�:.`: :;::::;:;::::::::::;:::;:;>;':::.:-il�;::;;::::::<::>:<::�;:::;::`:; ��:;;.::?:::::' �. . . � . . . ::::::i :'::i::::i:;::;:i:;::: ::::::::::.:.;�'5:5:2:;;:;::ii::.i::;i;::;::::'::':.5:;;..:;::::.,:::si:::::i:::<:::�:;':;:;;::::r::. . � � � ;:::9:5:"::;;::: �:2: .. � �:::::i :::.L:::..•, . � . � . ;i::,;. `,:::::::::�.i:::;:::::':j .::.:::.:::::::� . , .. . ...........i::i::;::i::i::i::i:i:::iii:i. . �'..�''.:ii::i:i::::i:::::i;`�.i.�:::�'::i;:' . . . . ... .,::��::.::i::.:.::.:j. . . . . � i':':;':.::::�.'v:'. . ::......:...: . :. . . ..... .....: . ..... . . . .. .. ... ... ................ . .. . ... . . . .. . . .. . . . . ... .......... . . ..... .:.:. ...... .. .. :... .:.:....:....:.::..... ....... ....:................ ... ..... � .......... .. . .::.: .:..;:;:.:.:::;.;;:;:,..�. �. .::::..:..... � :... .::: . .... �l...:.. ......�... . .. . �.... . � � .. . .. .. . . . . . .. . . . .. . . .. . ........ . . . .. .. ... ..... .. . . .. . .. ............ . . . . ._ . . ....... ..... ..... . . . . . ..... .. ... ........ .. ...... .... .. . . .... .. . .... . .. . .. .... , . .. .. . .... . ..... ................ . . .. . . :, . ............ . . . ... .... . . . .. ........... .. .. . . . .. .. . ........ ....... ......... . . . . . ... . . .... . ,.:.. ....... ...: :.. :.. .:.: ....._.........:. ................. ............... ... .. ..... ...::.: .....:;:...�::. :.:.::: .:. ::::::�:::;::�::; .:. :.:� :::.:::::�i ::.R>::;.:;:.:.,,:..::...:: .:":':::�:':::.:'��:�. ��.'...� � ':�.�: .:::':::::::;:::;::�:�:.`�:�{:;::::'� :::::: :::::::: ; �: :. � '':'.:t':�. : �� '�� ':�:;;:;.:;,.:;`.:':�::;:;::;:::::::`:�:::� :::::' '� �' :: ''.::;':::"':::.:: ' '':.'''';::;::;::;`:":::::i':`;:.;::::�:' � . .� :; .:�' r..�. , ..r. �:, . . :� : . �,::.:� .:.::>;' �,:::;:. .. .;;, �� '. . �'�i ^�. . � ........ . ... .. ....��...� . �. ..M�i... � . . . :::i':::.::::i::.::'� :;. : �:..:: �� : . . . � .. .........:......:.. . .. .. . ::;. .:: �:"y: .:::::::.: :,':.`:'�.' � .':::::: ::' � ..�,. ; �.. . � .. . .. . . �'� � . .�'.�� . �� : :: . :: : �� . � : :: :: : : : . . .. . � ��_ � . _ _ . . .. . . � �` # �� .� �� . _ �. �� 1-�-22 18"x 40' 24"x 65' 1 fl 40 '7� � 13-�--00 24"� 3 0' 24"x 4Q' 1 Q Q �Q 16�0� None 4Q'x 18" 1 a 0 5� � 2�+39 1$"x 40' 18"x 50' 10 0 20 � 2 8�-0 � 18 "x 4 Q' 18 "x 6 0' 1 p p ._.�.. ��_�_�....�.. 29�50 (Lt.j 12"x 35' 18"x 40' 10 0�� 1 S� ��_ 3 3�3 5 18"x S a' 18 "x 65' 10 � �_. �.��_ �� Permanent Fill/Riprap Impacts = 195 feet �� tl�� Temporary Dewatering Impacts = 4U feet '�'at�l ro'ect Im acts = 23S f�eet P. (J. Box 250, N. WILKESBC�RO, NC 28659 Pxa� (336) 667-9111 Fax (336} 667-454� Mr. Andy Williams SR 1339, Roaring Branch Road, Ashe Page 2 actober 28, 2014 The replacemer�t wet pipe at station 1�22 will r�quire temporary dewatering. An imperv�ous sandbag dike will be constructed upstream of thc existing pipe to create a small pc�ol. �lean water will tempc�rarily be pum.ped around the construction area and wi11 be discharged dovvnstream. Any dirty water located inside of the construct�on area will b� pumped into a silt bag if necessary. (Jnce the new pipe is in plac�, the impervious dike wi11 be re:maved and preconsiruction streambed elevations will be restored. Due to the low flow nature at the remaining wet pipe locations, the remaining �o�struction areas will be dried b� dropping sand bags in the d�tch line. If flaw starts to overtop the bags we ca�. turn on the pump briefly. The stream crossings all carry different �t1Ts to Roaring Branch (Class: C; t�RW). �I'h1s project was revi�wed for the presence of threatened and endangered spec�es on J�ebruar� 26, 2014. �'h1s proj ect will have no effect on any federally listed endangered plant or animal species. I-�istoric campliance work has been com.pleted and no surveys were required. The proj ect impacts are not significant 1n nature a�d should not r�move ar degrade exis�ing wa�er quality uses. Stormwater will be routed through grass or rock lined ditch�s, dependln� c�n �he ditch line slape. Pipe sizes used �vill be th� minimum necessary t� create a safe rc�adway. �Vet pipes exceeding 6% grade vvill not be buried. By utilizing t�e erasion control n�easures outllned in the attachments to this application, downstream vvater quality standards will be protected. Overall water quality in the area vvi11 be improved by paving the ABC travel lanes. A11 appropriate BMPs wi11 be used during construction. Attached is a Precanstructlon Notification For�n, plan sheets with propased �rc�sion contral measures, a m.arked county map and a marked top�gra�hy map. By copy of this electronic letter, it is requested that l��rs. I��Iarla Chambers with the North Carolina Wildlife Resources �ommission comment dlrectly to you cancerning the 404 Nationvvide Permit applicatian with a copy sent to rne. By copy of this electronic letter, it is requested that the D1V1SlOI1 �f Water Resaurces, 4� 1/�Vetlands L3nit, issue the appropriate permit for construction of this praj ect. It �s requested that any comments related to the 401 certification be electronically forwarded directly to m� �v�th a copy sent to the LTS �rmy Carps of Engineers. We would like to begin constructian as soan as possible. If further information is required, please let me know. �our early review and consid�ration will be appreciated. Sincerely, � "'� �� µ.. A' f � �� Ieath S laughter I�ivision Envxror�mental C�fficer 1VIr. Andy Williams SR 1339, Roaring Branch Road, Ashe Page 3 October 28, 2014 Enclosures cc : Marla Chambers, NC WRC �..my Chapman, Division of Water Resources Dave Wanucha, Division of Water Resources Mike Pe�ttyj ohn, PE, Division Engineer Doug Tetzlaff, District Engineer Randall I��Iiles, Gounty Maintenance Engineer I-�eath Slaughter, Di�ision Environmental (Jfficer Zack Souther, Roadside Environmental �'ield C)peratians Technician �'� ��'� Office Use OnI ��`� "'.r . �� y. � '� � Corps �ction I C7 no. � � �, : �. 4 ry . � � � � � � � , . `� DWQ project no. ,:.... y,,.y;i •�:.,r,..:. .,.. :�»:+ �� Form Version 1.3 Dec 1(� 2C��8 Pre-Construction Notif�cation FCN Form A. A licant Information 1. Processing 1a. Type(s) of approval sought from the � Section 404 Perr�it ❑ Section 10 Permit Corps: 1 b. Specify Nationwide Permit (NWP} number: 14 or General Permit (GP} number: 1 c. Has the NWP or GP number been verified by the �orps? [� Yes ��lo 1d. Type(s) of approval sought from the DWQ (check all that apply}: � 401 Vi/ater Quality Certification -- Regular [� Non-404 Jurisdictional General F�ermit [] 4U1 Water Quality Certification — Express ❑ Riparian Buffer Authoriza�ion 1 e. Is this notification s�lely far the record For the record only for DWQ 401 For the record only far Corps P�rmifi. because written approval is not required? Certifica#ian: 0 Yes � No ❑ Yes (� Nc� 1 f. Is payment infio a mitigation bank or in-lieu fee program prop�sed for mitigation � Y�� af impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee prc�gram. 1 g. Is fihe project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ��lo below. 1 h. Is the project located within a NC DCM Area of Environmenfial Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: SR 1339, Roaring Branch Road 2b. County: Ashe 2c. Nearest municipality / town: Lansing 2d. Subdivision name: 2e. NCDCJT oniy, T.I.P. or state � 1 C.0�5148 pr�►ject no: 3. �Owner lnformation 3a. Name{s) on Recorded Deed: NCDCJT 3b. Deed Book and Page No. 3c. Responsible Party (for ��.G i f �pplicable}: 3d. Street address: 801 Statesville Road 3e. City, state, zip: North Wiikesboro, NC 286�9 3f. Telephane no.: 336-903-9202 3g. Fax no.: 336-667-4549 3h. Email address: hslaughter��ncdot.gov P�ge 1 of �0 P�N Form -- Version 1.3 December 1 �, 2QU8 Versian 4. Applicant lnformation (if different from owner} 4a. Applicant is: ❑ Agent (� Qther, specify: 4b. Name: 4c. Busines s name (if applicabie): 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 2 �f 10 PCN Farm -- Version 1.3 December 10, ��8 Versior� B. Project Information and Pric�r Project Histc�ry 1. Property Id+entification 1 a. Property identification no. {tax PIN or parcel ID): 1 b. �ite coordinates (in decimal degrees): Latitude: 3�.5035� Longitude: - 81.58953 tDD.�DDDDD) (-DD.DqDDDD) 1 c. Property size: 4.6 acres 2. Surface Waters 2a. Name of nearest body of w�ter (stream, river, etc.) to (�Ts to Roarin Br proposed projecfi: g anch 2b. W�ter Quality Classification of nearest receiving water: C; ORW 2c. River basin: New 3. Project Description 3a. Describe the existing conditions on the sifie and the general I�nd use in the vicinity of the project at the tim� of this application: lJnpaved road in a rural area. 3b. List the total estimated acreage af a11 existing wetlands on the pr�perty: 0 acres 3c. List the total estimated linear feet of all e�isting streams (intermittent and perennial) an the proper�y: 360 linear feet 3d. Explain the purpose of the proposed project: Upgrade roadway. 3e. Describe the overall project in detail, including the type of equipment to be used: See attached cover letter. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland ar stream determinations by the Corps or State been requested or obtained for this praperty / project (including all prior phases) in the past? � Y�s � Na ❑ Unknowr� Comments: 4b. lf the Corps made the jurisdictional determination, what type Prelimin of determination was made? ❑ ary 0 Final 4c. If yes, who delineat�d the jurisdictional areas? Agency/Consultant Company: Name (if known): C�ther: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations �nd attach documer�tation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this pro�ect {�ncluding all prior phases) �n the past? 5b. �f yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? 0 Yes j� No 6b. If yes, explain. Page 3 �f 1 Q PCN Form --Version i.3 C�ecember 1a, 2008 Version C. PrQposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for yaur praject (check all that apply�: ❑ Wetlan�s � Streams - tributaries ❑ Buffer� ❑ t�pen Waters ❑ Pond Construcfiion 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland are� impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number -- Type of impact Type of wetland Forested �Corps - 404, 10 Area of impact Permanent (P) or (if knawn) DWQ -- non-4a4, other} (acres) Tem orar T � Yes [.� Gorps W1 ❑ P❑ T Nc� DW ❑ 0 Q � Yes ❑ Corps W2 ❑ P❑ T Na DWQ 0 ❑ � Yes [,� Corps W3 ❑ P❑ T No DWQ � ❑ ❑ Yes �] Corps 1N4 ❑ P � T Nc� DWC� ❑ c� [� ❑ Yes ❑ Corps W5 ❑ P❑ T N� DWQ ❑ ❑ ❑ Y�s � Garps W6 ❑ P ❑ T �o DW ❑ � � 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial ar intermittent stream impacts (including temporary impacts) proposed on the site, then camplete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Rverage 'mp�� number - (PER) or (Corps - 404, 10 stream length Permanent (P) or interrnittent pWQ _�o�_q,�q,, width (�i�� Temparary (T) {1NT)� other) (feet) ��) Piping, Riprap & UT #� to Roaring � PER � Corps � S1 � P� T Dewaterin Branch INT DWQ � �� g ❑ � UT #2 fia Roaring ❑ PER � Corps � S2 � P❑ T Piping & Riprap granch INT DWQ � �'a � � UT #3 to Roaring ❑ PER ❑ Corps S3 � P❑ T Piping & Riprap 1 5Q Branch � INi' � C?WQ UT #4 to Roaring � PER ❑ Corps S4 � P❑ T Piping & Riprap granch INT DWQ � 2� ❑ ❑ �,� �n i r UT #5 to Roaring �j P�R ❑ Corps S5 � P❑ T p g& R p ap Branch I NT pWQ 1 30 � 0 UT #6 to Roaring � PER ❑ Corps � S6 � P 0 T Piping & Riprap granch INT DWQ � � 5 ❑ ❑ 3h. Total stream and tributary impacts 3i. Camments: See next sheet far totals Page 4 af 10 P�N Form — Version 1.3 December 10, 20�8 Versir�n C. Praposed Impacts Inventary 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Canstruction 2. Wetiand Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area imp�cted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type af jurisdicfiion number — Type of impact Type of wetland Forested (�orps - 404, 10 Are� of imp�ct Permanent (P) or (if known) DWQ -- non-404, ofiher) {acres) Tem orar T � ❑ Yes ❑ Corps W1 0 P� T No DW ❑ ❑ C� [� Yes � Corps w2 � P� T No DWQ � ❑ ❑ Y�s �] Corps W3 ❑ P❑ T N� DW c� a � [�) Yes ❑ Carps W4 ❑ P❑ T N� DW � ❑ � � Y�s � Corps W5 ❑ P[� T N� DW 0 ❑ � ❑ Yes ❑ Corps W6 ❑ P❑ T No DWC� ❑ ❑ 2g. TQtal wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including terriporary impacfis} proposed on the site, fihen comple�e fihis qu�stion for all s#ream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. �tream impact Type of impact Stream name Perennial Type of jurisdiction Aver�ge �mp�� number - (PER} or {Corps - 404, 14 stre�m lengfih Permar�ent {P) or interrnittent p�/(� -- nan-404, Width ��i��r Temporary (T) (INT)? other) (feet) f��) UT #7 to Roaring � P�R � Corps 51 � P❑ T Piping, Riprap g��nch INT DWQ � �� ] PER � Corps S2 ❑ P � T 1 NT DWQ � � S3 QP❑T ❑ PER ❑ Corps � I�v-r ❑ �w� � PER ❑ Corps S4 ❑ P❑ T I�T DWQ � � � PER ❑ Corps �5 [� P ❑ T If�T DWQ 0 ❑ � PER ❑ Corps �6 [� P❑ T I NT DWQ ❑ ❑ 3h. Total stream and tributary impacts 235 3i. Comments: 12� Pipe, 7� riprap, 40 dewatering Page 4 �f 1 a PGN Farm -- Version 1.3 December 10, 2�08 Versian 4. t�pen Water Impacts If there are propos�d impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic C�cean, or �ny ofiher open water of the U.S. then individually list ail open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impa�t Wat�rbody type Area of impact (acres) Permanent {P) or Tem orar T 01 ❑ P❑T 02 ❑P❑T 03 ❑P❑T Q4 �P[�]T 4f. Totai open water impacts 4g. Comments: 5. Pond or �ake Construction If ond or lake construction ro osed, then com Iete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (fieet) Upland Pond ID Propc�sed use or purpose {aeres) number of pond Flooded Filled Excav�ted Floaded Filled Exc�vate� Floc�ded P1 P2 5f. Tatal 5g. Comments: N/A 5h. Is a dam high hazard permit required? ❑ Yes � No If yes, permit I C� no: 5i. Expected pond surface area (acres): 5j. Size af pond watershed (acres): 5k. Method af canstruction: �. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, ther� complete the chart below. If yes, then individually list all buffer impacts below. If an im acts require miti ation, then ou MUST fill �ut Section D of this form. 6�. ❑ Neuse ❑ Tar-Pamlico ❑ (Jther. Project is in which protected basin? ❑ C�tawba [� Randleman �b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zt�ne 1 imp�ct Zone 2 imp�ct Permanent (P} or for Stream name mitig�tion (square feet} (square feet) Tem orar T im act re uired? B1 ❑P❑T ❑ Yes ❑ Na ❑ Yes B2 ❑P[�T No ❑ ❑ Y�s � 63 ❑P❑T N� ❑ 6h. Total buffer impacts 6i. Camments: Page S �f 1 C� P�N Form — Version 1.3 December 1 Q, 20Q8 Versi�n D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken ta avoid or minimi,z� th� proposed irnpacts in designing project. The pipe lengths are the minimurn needed to improve roadway. 1 b. Specificaily describe measures taken to avoid or minimiz� the praposed imp�cts through constructian techniques. All apprc►priate BNiPs will be used during construction 2. Compensatory Mitigation for lmpacts to Waters of the U.�. or Waters r�f the State 2a. Does the project require Compensatory Mitigatian for � Y�s 0 No impacts to Waters af fihe U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ (� Corps (� IV�itigation bank 2c. If yes, which mitigat ion optian will be used for this p��'��t? � Payrnent to in-lieu fee program J ❑ Permittee Responsible Mitigation 3. Complefie if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type 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: 50 lin�ar feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mifiigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permi#tee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. P�ge 6 of 1 fl PCN Form -- Version 1.3 December 10, 2408 Version 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 [� Yes j� Nc� buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calcul�te the amount of mifiigation required. 6c. 6d. 6e. Za�� Reason for impact Tatal impact Multiplier F�equired mitigati�n (square feet) (square fee�) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer r�itigation required: 6g. If buffer mitigation is required, discuss what type af mitigatic�n is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment intc� an approved in-lieu fee fund}. 6h. Comments: - Page 7 af 10 P�N Form — Version 1.3 CJecember 1 �, 20�8 Version E. Storrnwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified [� Yes �j No within one of the NC Ripar�an Buffer Protectian Rules? 1 b. If yes, then is a diffuse flow plan inciuded? If no, explain why. [� Yes � No Comments: 2. Stormwater Mana ement Plan 2a. What is the overail percent imperviousness of this praject? % 2b. Does this prQject require a Stormwater Management Plan? (� Yes ❑ Na 2c. If this project �OE� NCJT require a Stormwater 11/lanagement Plar�, explain why: 2d. If this praject DOE� require a Starmwater Management Plan, then pravide a brief, narrative description of the pian: Fails under DOT NPDES Permit ❑ Certi�fied Local Government 2e. Who will be responsible for the review of the Stormwater Mar�agement Plan? [� DWQ Stc�rmwater Program �] DWQ 401 Unit 3. Certifiied 1.ocal Gavernment Stormwater Review 3a. In which local gavernment's jurisdiction is this project? ❑ Phase II 3b. Which of the followin locall -im lemented stormwater mana em�nt ro rams � N�w g Y p � p g ❑ USMP apply (check a11 that apply}: � Water Supply Watershed ❑ Other: 3c. Has the approved 5tormwater Management Plan with proof of approval been Q Yes � No attached? 4. DWQ Stormwater Pro ram Review ❑ Coa�tal counties � HQW 4a. Which af fihe following state-implemenfied stormwater management programs apply �� (check al! that apply): ❑ �essian L�w 240�-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 submittai requirements been met? C] Yes [� No Page 8 t�f 1 Q PCN Form — Version 1.3 December 10, 2�08 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure c�f public (federal/state/lo�al) funds or the � Yes Q No use of public (federallstate} lan�? 1 b. if you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or 5tate ❑ Yes �j No (North Carolina) Environment�l Policy Act (NEPA/SEPA)? 1 c. If yau 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 �EPA final approval letter.) [� Yes [� Na Comments: 2. Violations (�WQ Requirement) 2a. Is the site in vialation of DWQ Wetland Rules (15A NCAG 2H .05�Q), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, � Yes � No or Riparian Buffer Rules (15A NCAC 2B .42�0)? 2b. Is this an after-the-fact permit application? ❑ Y�s �j No 2c. If yau answered "yes" to one or bath 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 ��,�� add�tional development, wh�ch could impact nearby downstream water quality? 3b. If yau answered "yes" to the above, submit a qualitative or quanfiitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," pravide a shart narrative description. 4. Sewage Dispasal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater gener�ted fram the proposed project, or available capacity of the subject facility. N/A Page9of10 P�N Form -- Versian 1.3 December 10, 2QQ8 Version 5. Endangered Species and Designated Critical Nabitat (Corps F�equirement) 5a. Will this project accur in or r�ear an area with federally protected �pecies or ��es �� hab�tat? 5b. Have you checked with the USFWS concerning Endangered Species Act Y�� impacts'? � � �O [� Raleigh 5c. If yes, ind icate the USFVVS Fie1d Office you have contacted. ❑ Ashevilie 5d. What data sources did you use to determine whether your site v►rould impact Endangered Species or Designafied Critical Habitat? GIS and visual observation 6. Essential Fish Habitat (Gorps Requirement) 6a. Will this project occur in or near an area designated as essentiai fish habitat? ❑ Yes j`� No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitafi? WRC will commenfi ?. Nistoric or Prehistoric Cultural Resources {Corps Requir�ment) 7a. Wili this project occur in or near an area that the state, federal or tribal governments have designa�ed as having historic or cultural preservation � Yes � No status {e.g., National Histaric Trust designation or properties significant in Narth Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeologica! resc�urces'? Project submitted ta SHPO 8. Flood Zone Qesignation (Corps Requirement� 8a. Will this project occur in a FEMA-designated 140-year floodpl�in? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? ncfloodmaps �, � � �� y J. �Ieath Slau hter �' �� a � �� - 1 �/28�/14 g � Applic�ntlAgent's Printed Name Applicant/Agent's S� ature C�ate (Agent s s nature is valid only if an autho z ion letter from the applicant is provide . Pag e 10 of 10 P�N �orm -- Version 1.3 December 1�, 2��8 Ver�ion �vrsFn la��oi¢ SR 1339 ROARI11t� BRA11t�H RD. EROSIQ1ti C��tR�'f�L 1'LA1�S These Erosion and Sediment Control Plans aom�p1Y with the reaulations set for#h by ths NCG010040 Seneral constructlon permlt effeative August 3, 2011 issusd by the North Carollna Departmetn of Environment and Natural Resources Divisian of Water Quailty. ,5�, � Dtaciipf�n. .Ssm641 IbQ5.�1 Temporary �ilE Fance _ _ _ _ _ _ _ _ _ _ _ �� 1{tQ6.41 �pecinl �ediment ConErol Fence - - - - ��C��T ],61Q.a1 �emporary Berms and ��ope �rnina _ _ _ _ _ _ _ _ _ T � � 1b34.42 Silt Baa�o �Pype 8---------------� � 1�.� �emporary �i�E �itch _ _ _ _ _ _ _ _ _ _ _ � 1�.�5 �°emporary Diversion _ _ _ _ _ _ _ _ _ _ _ _ _ _ _r, .�.p _� Ifiu�.:Xi Specin) �til�ing Besin 1�i.� 1�ock Inlei �ediment Trap Type C_ 1�.�1 Tempornry Roc� SiIE Check Tppe°t1_ _______� TempoPnry Roc� 5ilt Chec� Tppe°A with �atting nnd Po�yacrylamide (PAM� _ _ _ _ _ _ _ _ � Tempoeaey I�ocic �ilt Check 'Tppe-B_ _ _ _ � 163�1.02 1635.41 �aft�e � �aEt�e wit� IDolyacrylamide iPAM) � \ JI �emporaey �oc�C Jediment �am �ppe°B_ _ _ _ �: �oc� Pipe In�et sedirneni Trap �ype°a� _ _ _ _ _ _ _� ❑� \ \ 1 / / / / CHURCH DRAINAGE AREA 21 � ROAD DRAINAGE CJN�Y � P�QNU� fc�/c ��P� rn 9 � F9 � '' t ,F' �� I o i � �pF� \.. \ �m� ��P J�i i `�� i ., \\�� / � �4 � \ . �� A �� D 0 N 0 / PROP. R/W � 3:�\ ` MONU. --...,,_ _ � \�� PROTECT BOTH SIDES OF CREEK ' DRAINAGE AREA 1 � RUAD DRAINAGE C3NL' 18" WATTLES PSRM IS REQUIRED FOR DITCH LINE FROM STA. 7+80 70 STA, 13+20 RT MATTING IS REQUIRED FOR DITCH LIN FROM STA. 1+90 TO STA, 7+g0 RT ALL SECTIONS ARE UNDER THE 3Q DAY DESIGN AND MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS OF THE TIME CLEARING AND GRUBBING BEGINS. � / / �------__,� STURB PON17 ,__._._.J 'l.iv.c. _ ��.! _ . ` " - - _ _ ,.,......,.,,,..,-... '_'`.,'•`"...-� 1 D RAI NAG E AREA 2 1.5 ACRES 3x9x 1 Baffle 2 ft. weir ID 2.R / �� ' •! ♦ � ..;�. � �Ti,L1, A.�i►�i►�1 � E� . CHRIS ABSHER f#1371 RIGHT OF WAY 50 FEET HQRtZONAL SCALE t°= 50` LEVEL 3—A DESIGNER CHRIS ABSHER t#1371 RI�NT OF WAY 50 FEET �/ � -.. u � cr��< \ / ```\ � e. � Tj � , �------�"' ----� . . / A � \ � � i � � � DISSIPA AD \ � \ \ — ��----_'_'" // � �� ...--�—� �. X 10` � � ,'��`�� \�--_Q.0 __N O.T �.-��'1`� U R B � ' P � �i � / G� \ \ - .....-.'""""'....�'.. � q T� � � � w z - � �LJ �;�,��. =,....-----.'"'" � � i.at—� � � �.. ¢ � '' �,,�,,,,�,•Ir�''I�'f,1► � �. 1,►6 ��'��••'��1''��►'I•.'� ' � . _ � f, .� .. ' �� _ — —...�...��t�11►''0►��'��`�,1►�� / �;� :�:%///. � •., �� NO RIP RAP SHOULD BE PLACED IN CREEK BED OR BELOW THE HIGH WATER MARK UNLESS PERMITTED PS....,,.._...—. -�-- RM IS REQUIRED FOR QITCH LINE FROM STA, 7+60 TO' STA. 13+20 RT DRAINAGE AREA 2.3 ACRES ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS OF THE TIME CL�ARING AND CaRUBBING BEGINS. ... ..� r�/�� +� �i'� 3 3 x9 x3 1 Baffle 2 ft. weir ID 3,R �i�a � � x9 x3 1 Baffle 2 ft. weir ID 4.R DRAINAGE AREA 4 2.9 ACRES USE 18" WATTLES EXGELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING HORIZONAL SCALE i'= 50' n n r rn � �t <n rr �.-. W W � w �-�,.1 � �1 � �I U F,. Q � HORIZONAL SCALE I`= 50' � A � h Z r z rn � m rn � z rn rn � � � w Z � W � z z F-U� � DRAINAGE AREA 21 R{�AD DRAINAGE ONLY� -��_„_ D0 N0T DISTURB --------`' _\�, / -- ''``�-------'" . _'`-� �� -=-;.� � � � , � � � � � `,9G� \ „ � �,1,� E. � ��2 F USE 18" WATT�ES � EI�P ,•,:. - . �••�. ;�:�� r��i �:; ��%i, � ♦ 1 :. - r� i . EXCELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING NO RIP RAP SHOULD BE PLACED IN CREEK BED OR BELOW THE HIGH WATER MARK UNLESS PERMITTED RIP RAP IS REQUIRED FOR QITCH LINE FROM STA, 13+2QT0 STA. 25+00 RT �YS �i � !_ _': G � HOUS D � �7 � STEPS C �-� �' _z ,,� � _ �, �, ��`�'� m � � -�'"�� s y-�'' m 'rn�l v WET DITCH PLACE DITCH �I�IER AS SOOf� AS POSSIBL Place Matting far Erosian Control on Slape as Work Allaws. Sta.15 + 50 to Sta. 22 + 00 �: � _. � HORIZONAC SCALE I'= 50' � F-.. W W Z � W W � V..1 C -.,.. J CJ !-,. Q � HORIZONAL SCALE 1'= 5(Y � b ".� Z r�- Z � � � �'t � _ � � 'y � RI�HT OF WAY �� _,_�.� DRAINA�E AREA 21 RC)AD DRAINAGE 4NLY � � DO NOT DISTURB �Uy � w'- - _ ^ �' - \ z-'' a ' , , , �„ , , . �„ � . . W`� � �� , . � q�� «� " . �.. � � A�, � .. �� :,.�=� � x�n °� £a, ` � e_ � F� � ` �� ^�j u 4: ` �� a:° J � � QDRAINAGE AREA 9 � � 2.9 ACRES �� `, � x 12 x 3 � 2 Baffles � 2 ft. weir 18 ID 4.R, 9A.R usE �8�� WA1iLES 9B•R W E T D I T C H PLACE DITCN �II�ER AS SOON AS POSSIBLE EXCELSIOR MAT1'ING IS TO BE p�pce Matting far Erosion Control USED INSTEAD OF STRAW MATTING on Slape as Work Allows. NO RIP RAP SHOULD BE PLACED IN Sta. 25+00 to Sta. 31 +30 nn�� c�n �n nr� ��n� rue- w�+u RIP RAP IS REQUIRED FdR DITCH LINE FROM STA. 31+10 TO STA. 40+00 RT �. �` .. > / -„�_,_,-� P , ;;. ,-______..i�. Mp —� � <�� ',o' DO NOT DISTIJRB � � . `�z� rn� � � \ Q, � �\ � � .\ DRAINAGE AREA 14 2.9 ACRES Place Class 8 Rip Rap Araund Inlet of Double 8arrel � 18" Croas Line Pipes � .\ � . � \ , � �Qj t FALSE SUMP - ��`_-�--- HORIZONAL SCALE l'= 50' b � c rn rn rn s rn � � � � � �/t^.l v I � � � --------�,, �� // �RA1 GE AREA 21 DRAINAGE AREA 22 ►��3��RAI NAGE ON LY RtaAD D RAI NAGE 4N LY DO NOT DISTIJRB AR IED 3x9x3 1 BafFle 2 ft. weir ID 22.L, 22A.L � M / / . /' , �� `` 9GF � � / &�� O� � � -p,�� / �`��i � �� / «.;�.�.� � / � e � ` ` \� �GQ �� i � � Ai � 1� \ � � r � . � �� / � � � �, � ..� � � �' .' ... ��L`ti�i� � �liri��"'�_-_ � �•.� FALSE SUMP � D RAI NAG E AREA 13 F A L S E S U M P WET DITCH 2.9 ACRES P � A C E D I T C H � I N E R Place Matting for Erosion Ccntrol AS SOON AS POSSIBLE .�� , , �� , � �� • i�� x�� ;�� Q � ( /�� DRAINAGE AREA 11 on Slope as Work Allows, � Sta.25+Q0 to Sta.31+30 2' 2.9 ACRES DRAINAGE AREA 12 � 2.9 ACRES � RIP RAP IS REQUIRED FOR DITCH L1NE USE 18" WATTLES rn FROM STA. 30+p0 TO STA. 37+80 LT RIP RAP IS REQUIRED FOR DITCH L1NE FROM STA. 31+10 TO STA. 40+00 RT EXCELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING NO RIP RAP SHOULD BE PLACED I cn HATCHED AREA INDICATES ri� TROUT BUFFE� � LEVEL 3-A DESIGNER rTl CHRIS ABSHER ("137J y RIGHT OF WAY 50 FEET d HORIZONAL SCALE l°= 5a ,'/ c� i _ DRAINAGE AREA 24 . / R4AD DRAINAGE ONLY / � I` DRAINAGE AREA 23 ROAD DRAINAGE ONLY rn � '-'� 3 x 11 x 3 � 2 Baffles � 2 ft. weir � D 23.L, 23A. z v Q � � , Q � , � .�`a ' � � ,_ � � � . . � � �� t X 11 X 3 2 BafFles 2 ft. weir 14.R,14A. � Y $�� 3r.'�% � � zv i � / � i � / � DO NOT DISTURB r.��, �- . � � 3'. v i � i 6 �� // �?� �� ,- �� , � � '``� ,l � � �g , , � , , - :�.� ,� <�� DRAINAGE AREA 14 2.9 ACRES o �`�� >:� �� :�, �� , 6e`.g.� '+� � � , . �� , . , � S - ��..,.-.-� s �" / / � � -� fi=�� ,-'� '� ,� � - ' � �� p: �� , � �� X o X 3 2 Baffles 2 ft, weir D 15.R 15A. DRAINAGE AREA 15 usE �s�� WATTLES 2.9 ACRES � EXCEL.SIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING NO RIP RAP SNOULD BE PLACED IN CREEK BED OR BELOW THE HIGH WATER MARK UNLESS PERMITTED RIP RAP IS REQUIRED FOR DITCH LINE � FROM STA, 31+10 70 STA. 40+00 RT y -- — � Rlp RAP 18 REQUIRED FOR DITCH LINE � FROM STA. 30+00 TO STA, 3780 LT r-,� � dS ARE UNDER THE 30 DAY DESIGN AND rn tMANENTLY STABILIZED WITHIN 30 DAYS rn 7E GLEARING AND GRUBBING BEGINS. � LEVEL 3-A DESIGNER R�i CHRIS ABSHER (°!37) �`h RIGHT OF W AY `� 5Q FEET ` Ho��zoNac seac� �•_ .sa O W _ � �`".., � � � F��. � 3 x x3 1 Baffle 2 ft. weir D 24.L, 24A. 24B.L :,-. � � �I�1 � �1�1� err��,..•.° 3x13x3 2 Baffles 2 ft, weir ID 25.L \ �� \ BARN �,� � � . PROP.R/W Mor✓u. j�� , " . �-� � � ' D�OT DISTURB �'� �� '� _ \/� �' �. � �' � � � . � � � . §�T- � � �( ~4 / / 5�✓ / � / °,5`�S � � /� `� � � °- �� a: i y� / i � s,�r � � � a�� i � � . � � � �� . �� ' :�: � � �� a�. � $� USE 18" WATTLES HATGHED AREA INDICATES TROUT BUFFER CHRIS ABSHER t'�t37) RIGNT OF WAY 50 FEET ., \ \ , � � �� f �o" � , � , � �.� � � � \ a�� , --- � � ' a � PROP.R/W \ \ \ � ,uoNU. \ � \ \ \ \ \ a X�a X3 �� 2 Baffles � \ \ Z f1'. W@IC \ \ D 1 b. R 16A. \ \ \ \ \ \�� \ \ v �\ \ � �� y�\� EXCELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING DRAINAGE AREA lb 2.9 ACRES RIP RAP IS REQUIRED FOR DITCH LINE FROM S7A. 31+1d TO STA. 40+00 RT PSRM IS REQUIRED FOR DITCH LINE FROM STA. 37+80 TO STA. 40+00 LT ALL SECTIONS ARE UNDER THE 30 DAY DESIGN ANQ MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS OF THE TIME CLEARING ANQ GRUBBING BEGINS. HoRrzo��c seAC� r= 5a