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Home My WebLink About20160296 Ver 1_Application_20160323Carpenter,Kristi From: Sent: To: Mathis, Stonewall D Wednesday, March 23, 2016 2:07 PM Herndon, Mason; Shaver, Brad E SAW (Brad.E.Shaver@usace.army.mil); Carpenter,Kristi Cc: Mathis, Stonewall D Subject: Blue Clay Rd Pipe Replacement project permit application package Attachments: Blue Clay Rd pipe permit application package.pdf Follow Up Flag: Flag Status: Hey Kristi, Brad, and Mason, Follow up Completed Please see the attached permit application package for a pipe replacement project on Blue Clay Road in New Hanover County. Please note that the permit drawing needs to be printed on 11x17 at actual size to be true to scale. Also, the Division of Water Resources has permission to debit the appropriate permit fee for processing the application. Please let me know if you need additional information in this regard. Thank you, Stonewall Davis Mathis Division Environmental Officer Division of Highways Division 3 Environmental Office Department of Transportation 910 341 2036 office 910 620 9441 mobile smathis@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429-5647 i 4 � � �Yy. � Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. �F W A TFR o� o� Office Use Only: � i � � Corps action ID no. y i�� i � � DWQ project no. Form Version 1.3 Dec 10 2008 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: 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 because written approval is not required? Certification: ❑ 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. ❑ No For the record only for Corps Permit: ❑ Yes � No ❑ Yes � No 1g. Is the project located in any of NC's twenry coastal counties. If yes, answer 1 h � Yes ❑ No below. 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Blue Clay Road SR 1318 Pipe Replacement Project at 0.67 mile SW of US 117 2b. County: New Hanover 2c. Nearest municipaliry / town: Castle Hayne 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state WgS 3B.206511 (Bridge Maintenance) project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NCDOT within ROW; others outside of ROW 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. Ciry, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 13 PCN Form — Version 1.3 December 10, 2008 Version WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (fit) 1 PIPE REPLACEMENT PROPOSED 95" WIDE X 67" _ _ _ _ - 1(A) 61 (B) - TALLSTRUCTURE RIP RAP INLET BANK 20 STABILIZATION RIP RAP OUTLET SCOUR HOLE FILL AND BANK 20 STABILIZATION TOTALS: 0 0 0 0 0 0 0 41 61 0 Notes (A) THIS IS FOR STRUCTURE FILL - THIS BREAKDOW N IS 1 FOOT ON THE INLET SIDE. (B) THIS BREAKDOW N IS 15 FEET ON INLET AND 46 FEET ON OUTLET FOR DEWATERING. NOTE: THERE IS APPROXIMATELY 3 TO 5 FEET ON THE INLET OF TEMPORARY EXCAVATION FOR REMOVING THE EXISTING STRUCTURE AND INSTALLING THE NEW STRUCTURE. THIS TEMPORARY EXCAVATION FALLS WITHIN THE LENGTH IMPACT FOOTPRINT OF THE PERMANENT BANK STABILIZATION. THERE IS APPROXIMATELY 3 TO 5 FEET OF TEMPORARY EXCAVATION ON THE OUTLET AGAIN FOR REMOVING THE EXISTING STRUCTURE AND INSTALLING THE NEW STRUCTURE. WITHIN THAT TEMPORARY EXCAVATION LENGTH FOOTPRINT IS APPROXIMATELY 2 FEET OR SO OF PERMANENT STREAM EXCAVATION TO REMOVE A SMALL PORTION OF THE STREAM BED IN ORDER TO PROVIDE A SMOOTH TRANSITION FOR THE PROPOSED OUTLET ONTO THE PROPOSED RIP RAP AS THE CURRENT PIPE IS ELEVATED HIGHER THAN THE PROPOSED PIPE. BOTH THE TEMPORARY EXCAVATION LENGTH AND THE PERMANENT EXCAVATION LENGTN ON THE OUTLET END ARE W ITHIN THE LENGTH IMPACT FOOTPRINT OF THE PERMANENT SCOUR HOLE FILL AND BANK STABILIZATION. NEW HANOVER C0o — B�UE C�AY RD SR 1318 AT 0067 MI�ES SW OF US 117 PIPE REP�ACEMENT PROJECT — STREAM PROFI�E ioi �0� 99 98 97 96 95 94 93 92 DATA COLLECTEDo 2016 DATEo 3/23/2016 PERMIT DRAWINGe I OF I SCALE I"=2' VERTICAL I"=20' HORIZONTAL EXISTING PIPE — TWO BARRELS ONE AT 42 INCH DIAMETER AND ONE AT 30 INCH DIAMETER AT 54 FT LONG ON 125 DEGREE SKEW \ C/L EXISTING INLET INVERT OF 30 INCH PIPE — ESTIMATED 93.4 EXISTING INLET INVERT OF 42 INCH PIPE — 92.4 PERMANENT STREAM IMPACT LIMITS; BANK STABILIZATION TO THIS POINT AT 20 FT UPSTREAM OF PROPOSED INLET EXISTING STREAMBED � 92.4 � � � 92.4 � g� TEMPORARY STREAM / IMPACT LIMITS AT 91,9 APPROXIMATELY 36 FEET UPSTREAM OF g� EXISTING INLET NOTEo THE INLET EePo 89 IMMEDIATELY ABOVE THE PIPE LOCATION IS THE BENCHMARK WITH 88 ASSUMED ELEV, = 100,0 80 60 40 I � ' � 1 � ` � � � 'y� '- � _ � � � - �� _ PROPOSED OUTLET INVERT — 90.9 � PROPOSED INLET INVERT — 91.4 THERE IS EXISTING RIP RAP _ IN THE STREAMBED TO APPROX,8 FEET DOWNSTREAM OF EXISTING OUTLET 20 0 20 PROPOSED PIPE — ONE BARREL OF IOI 95 INCH WIDE BY 67 WCH TALL BY 54 FEET LONG ON 125 DEGREE SKEW INCLUDING INLET AND OUTLET HEADWALLS FOR A TOTAL STRUCTURE LENGTH OF 54.5 IO O FEET. FLOW gg 98 EXISTING OUTLET INVERT Of 30 INCH PIPE — ESITMATED 92.7 (COULD NOT BE SEEN) g7 EXISTING OUTLET INVERT OF 42 INCH PIPE — 91.7 g 6 (OUTLET END OF PIPE MAY BE FALLEN OFF SLIGHTLY AS IT APPEARS TO BE LEANING DOWN WHICH WOULD AFFECT INVERT) g� 1 I TEMPORARY STREAM IMPACT LIMITS AT I APPROXIMATELY 65 FEET DOWNSTREAM OF 9 q EXISTING OUTLET I I PERMANENT STREAM IMPACT LIMITS; 93 SCOUR HOLE FILL AND BANK STABILIZATION I WITH CLASS B RIP RAP TO THIS POINT AT 20 FT 92 I DOWNSTREAM OF EXCAVATION PROPOSED OUTLET "— ---_ a � 90.9 � g � / 91.7 � / 91.9 g � � / 89 87.8 88•g � STREAMBED / APPROXIMATED 88 EXISTING IN THIS AREA STREAMBED 40 60 80 SR 1318 Blue Clay Rd at 0.67 miles southwest of US 117 New Hanover County �a � �g� , � }�� xP r � �� Ir e ' '� .,� � �r��*�� 3 G m k � t � � ��+�� ;rd `� . �.F ��i ; f % x�/ � �� q � 'p s $ t , Fk� {k��`, ��.-'�i ��'u � y t, i � "["�'� � _ . , q C A'FT � 1-� ' 'f�`s :. `� ,s�+" '1 � .. g;rc, �,��; � � �� a �`"�� gr }�� 'ry i �5 "`� Marath�nAv� � ;�� . � '' z� � ��.. � M , � � � � �,��; �33j r a" Prince George Creek C Sw .. o .:�,. 1�, �E �:�. �� x y, . �J . . . � � � F� ��a �ik �$�� " >g � . � � � . � . � �C . F4h" � � �� ?�3L?,�; � � 225� Q 3h �/ p'c�^ . 2%�2 . l i" k�"�� q�'�f s Y" �k�L�F � Q � ^ �^ � �13 � �,0 2p� �a'.. �� " 3q � �� y , ��' I RY,�� Q..a 4b�rt�r d ��o : �� o�� : � e�e �� o � � : � ��c��';� a: ' . �m�c� > Ra ' :�s�� " � ryo o N � V`�� o � .; . �`�`�$ � 0 2T � � � �fI� � '" �. � p ,\",� gr.! � ,� rn o co "_ � t�. '� 27 N N � �O �b � �f . 6 "' ` r 2 3 �. ,. ; � � , ;� .. .; �_• . c,2 , ,., �� ,'_ s �''�` � �'-�3 ,; � _ � i fl4"- . . � .�. "u� - � � �- . � �.�1 ` � � 1l' i ' Y � . � � t �...i � '.�__�_�'�� a � � �336 � �"� Project Location �;�� US 117 `�;� '� � � f ' 34.317305degN 77.893128degW . � , �A , 2as ' `� s"� ,` �` ��, ` 34°19'2.297"N 77°53'35.262"W � �"t��' F� �'� � °" �� , � � � � �"�,�� 1' `,'`� t ; �� ,�, � �� , � �333 °'� 34 19.03828N 77 53.587703W �t � �� e��rr t, ° , � , � ; �� t t � z ;F � �p9 � ��:�� f �� - � � . � o ^ 4; 2111 'o e` � � ;- , ,ac �rr ! '. . � � � � � r � . . � � < �"� i� � �q.` �� . �� t�� ti . 9 . .' . �Y rR� p r 'M'�N: -� �i Ka"� �'X � " F , �� fif` `}. (dti � ' d . . . � Ff�9v . \ � �uY .. � � ' , Y � 1',t � �a a�;: . .. . .;' , ., , : R 3 £ � �� \v q t � �r_.,� - € �. ` � 1 � j �� q =��,.'4 � � � 4, r . � , \ S� ' - _ f � ; 2260 , �� ` ° " � SR 1318 Blue Clay Road �265� F � , ..,, t ° ,�r :�. Y� ;- � , ;"` H mlock d � � � , L � 223 Y c� „ �, � �4 � � �. N ... � . s� � cJ . �� N 2� p3 °�w." �5 64 6, � 2 p�� rn � � ,� _ . , r , ^� � o $` • . � :, . . . ! •Z6 N �-a I-140 I a `� a ��6� v`0 N � ° � 225� N � � � N � � �`1�� 2 � ' �. 2 N 1 � /z � 214 0 � N � �`�6` .y33 � 331 � � 4, � �,3 ` 2 0 1,000 2,000 4,000 6,000 8,000 Feet SR 1318 Blue Clay Rd at 0.67 miles southwest of US 117 New Hanover County � � � wr. ��y� ' -' i e�-� �, kh� � . . 477� �` Pi �, � Y _, /� . Yb �''�F !'1_.i�� w�+�a�yj�^q .. y 1� p` i�y �� - S .. � � . � �fJ� � '� ' r ��.; � /Li J�`�� ,,t h� .. t +. :: r : . aratho� ;, ��rt�j � � q v� e� � ��k �� ' , "� � �,ti°` �33� \' Prince George Creek C Sw � � o� r:�� , `ti� � 27�2 � Q 2z5s ti - ^o, o�^2p � .� �3 N s °+i� k'k 7 34 � � ��u � rn �' �/ � � � . .: � �,� �a yUbej�� a °� a� . �� o � � o� � �, c� m %R � „o -o o � . �� cY �9@ � �. o v `Z' -a 'QQ, �� N ��y� O 7335 p � � a 1 � v 2� \ � rn o rn o m . \ 27s N N r 2�Oii ^47 � M \ ��22 �� \ j�L� � � �g36 Project Location .� US 117 34.317305degN 77.893128degW � 2os � `��`''� � �`�� 34°19'2.297"N 77°53'35.262"W � ��'� � '� � 34 19.03828N 77 53.587703W � � � �^� " ! 1333 � ��g N �0 2111 0 \ � � �� . A� ,,, / � �� 22so SR 1318 Blue Clay Road 2652 H mlock d /� /� I I Y N o /N � aa 2�64 � �o N n, m ,� �� 21 N 214 ��s 233 ��. 8 � 0 1,000 2,000 4,000 223 6,000 8,000 Feet � � N N SR 1318 Blue Clay Rd at 0.67 miles southwest of US 117 New Hanover County 0 1,000 2,000 4,000 6,000 8,000 Feet