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HomeMy WebLinkAbout20181195 Ver 2_401 Application_20181114Carpenter,Kristi From: Wanucha, Dave Sent: Wednesday, November 14, 2018 1:12 PM To: Carpenter,Kristi Subject: 20181195 revisions Attachments: Revised Permit application material for Bridge 410 in Davidson.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Kristi, Let's make this a version 2. No fee. Thanks. Dave Wanucha Division of Water Resources Transportation Permitting Unit NC Department of Environmental Quality 336-776-9703 office 336-403-5655 mobile Dave.Wanucha@ncdenr.gov NC DEQ Winston Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27105 a������ �������,��s���������� �� ����� ������ ��`��,� ��������,�,� �,� ,��.������ �� ��`�� �'J����`� �°��������� ��.����� �������:�,� ��W�r ����� ���.� �� ���,����,���� �� �������� �:s�����,�. From: Euliss, Amy Sent: Friday, November 09, 2018 9:37 AM To: Roden Reynolds, Bryan K CIV (US) <Bryan.K.RodenReynolds@usace.army.mil>; Wanucha, Dave <dave.wanucha@ncdenr.gov> Cc: Bailey, Kevin (Kevin.Bailey@stvinc.com) <Kevin.Bailey@stvinc.com>; Fuchs, Eileen A <eafuchs@ncdot.gov>; Tucker, Mezak <mtucker@ncdot.gov>; Suggs, Phillip H <psuggs@ncdot.gov>; trantham, darren k <dktrantham@ncdot.gov>; Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov> Subject: Revised Bridge 410 application materials Please find attached the updated permit application materials as requested for Bridge 410 in Davidson. If you need any additional information or have any questions, please let me know. Amy Euliss Division 9 Environmental Officer North Carolina Department of Transportation 336 747 7802 office aeuliss .ncdot.qov 375 Silas Creek Parkway Winston Salem, NC 27127-7167 �°: �. ; � �;y I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, . '��YATE, d4 �a�'4� :� ��. - ��. . � ,� '��� '�.�,:.�•- STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR November 8, 2018 Mr. Bryan Roden-Reynolds U.S. Army Corps of Engineers Charlotte Regulatory Field Office 8430 University Executive Park Drive Charlotte, NC 28262 JAMES H. TROGDON, III SECRETARY SUBJECT: Pre-Construction Notification Pursuant to Nationwide Permit #3, 12 and #13, revision NCDOT Division 9 Bridge Replacement Program Project Bridge No. 410 on SR 1844 over Leonard Creek (Class C), Davidson County, NC WBS Number: 17BP.9.R.61 Dear Mr. Roden-Reynolds; We have revised the permit drawings to reflect changes made during your field review on October 9, 2018. Additionally, we have revised the impact totals to reflect additional temporary impacts needed for electrical utility clearing and temporary placement of fill during excavation for the water and gas lines. Also, impacts previously applied for as mechanized clearing have been changed to excavation since the utility installations will involve excavating in the wetlands. See table one for revised and previously requested impacts. Table 1: Revised and reviously re uested im acts Permanent Temp fill Excavation Mechanized Hand Temp. Bank fill (ac) (ac) (ac) Clearing Clearing stream Stabilizatio (ac) (ac) (linear feet) n (linear feet Site 1 bridge <0.01 179 (179) revised (< 0. 01) revious) Site 1 water/gas 0.07 (0) 0 (0.08) 34 (34) line revised revious) Site 1 ut���y o.09 �o� <o.oi �o� clearing and temporary fill revised revious Total <OA1 0.09 (0) 0.08 (0) 0(0.08) 0(0) 34 (34) 179 (179) revised (<0.01) revious Mailing Address: NC DEPARTMENT OF TRANSPORTATION DNISION 9 375 SILAS CREEK PARKWAY WINSTON-SALEM, NC 27127 Telephone: (336) 747-7800 Fax: (336) 703-6693 Customer Service: 1-877-368-4968 Website: wwwncdot.gov Location: 375 SILAS CREEK PARKWAY WINSTON-SALEM, NC 27127 I have attached the revised permit drawings and impact summary sheets for your review. I have also attached the updated PJD map and table. By copy of this letter, we also request that the Division of Water Resources revise the 401 permit issued on September 11, 2018 to match the new impact totals. If you have any questions, comments or need additional information after reviewing this material please contact me at (336) 747-7800. Thank you for your cooperation in this matter. Sincerely, Digitally signed by Amy Euliss Amy Euliss DN:m=AmyEuliss,o, u=NCDOT Division 9, mail=aeuliss@ncdotgov, r—US Date:2016.11.09 0933:43 -OS'00' Amy Euliss Division Environmental Officer, NCDOT Division 9 Attachments: Application package CC: Dave Wanucha, NCDEQ-DWR, Environmental Specialist- e-copy Phil Suggs, Division 9 and 10 Roadside Environmental Engineer- e-copy Eileen Fuchs, NCDOT Priority Projects Unit, e-copy Kevin Bailey, STV, e-copy I li�:;l l��- 1V North Carolina Department of Trensportation /" � bQiU11114'V-e�3��T, � � � �,,,,_.. Highway Stormwater Program �;- STORMWATER MANAGEMENT PLAN --- (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 17BP.9.R.61 - Br.28 TIP No.: County(ies): Davidson Page 1 of 1 General Project Information WBS Element: 17BP.9.R.61 - Br.280410 TIP Number: Pro'ect T pe: Brid e Re lacement Date: 1/15/2018 NCDOT Contact: Galen Cail Contractor I Designer: STV, Inc. Address: 1020 Birch Ridge Drive Address: 1500 Perimeter Park Drive, Ste. 120 Raleigh, NC 27610 Morrisville, NC 27560 Phone: 919) 707-6703 Phone: 919-650-6682 Email: Email: ordan.bendl stvinc.com Cit /Town: Lexington Count ies): Davidson River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro�ect Len th lin. miles or feet : 0.1 mile Surroundin Land Use: Rural and agricultural land Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: Two 12' lanes with 4' paved shoulders Two 12' lanes Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 3000 Year: 2025 Existin : 1500 Year: 2012 General Project Narrative: This project, SF-280410, consists of constructing a new 200' two span bridge (2@100), 33' out-to-out width which will replace the existing 157' three span bridge (1@52'-3"; (Description of Minimization of Water 1@52'-6"; 1@52'3"). The project is loctaed near Lexington, NC on SR-1844 which is classified as a collector route. The surrounding area is low density residential, business and Quality Impacts) agricultural land. The drainage area for Leonard Creek at the crossing is approximately 17.7 square miles. The project drainage system consists of a drop inlet and pipe that drains to the toe of slope. A riprap apron is located at the end of the pipe outfall. Deck drains are required; however, no drains over open water. Waterbod Information Surface Water Body (1): Leonard Creek NCDWR Stream Index No.: 12-102-16 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: None Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod 7 Yes Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) 5�`'�'�1[�1�; ��IFa" ��J� 1I°I[� �C' �lI���II�1Il�� ��� ���%�SI�Q� ��' �I��II������� DA T�IDS 01� CO U1�T Y LOCATI0111: BRIDGE #280410 OVER LE011lARD CREEK ON SR 1844 (GREENSBORO STREET) TYPE OF WORK GRADIIVG, PAVI11lG, DRAINAGE, � STRUCTURE WETLA11tD � SURFACE WATER IMPACTS PERMIT PERMIT DRAWINGS SUBMITTAL #410—S028R1 '� �� ,_^� <, � � � N V • � � V � � O V THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. � SMITH—ROWE, LLC �o� ��� Qn� Permit Drawing STV� 0100 51�`�W �� T�'�: �� - ��.�t1 -- i�= N R� o? Sheet � of s " `� °- �� � `- �`� GRAFHIC: S�ALE GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PI,ANS PREPARED Fon THE NCDOT BY: HYDRAULICS STV ENGINEERS, INC. E1VGIIYEER 900 West Trade St., Suite 775, Charlotte, NC 28202 2� �0 � 2� 4� ADT 2014 = 1�2�� NC License Number F-0991 ,- ��� G��G��/,y �. LENGTfI OF ROADWAY PROJECT 17BP.9.R.61 = 0.063 MILES ,.� � 6� � V = J�O MPH ZOR STANDARD SPECIFfCATIONS /,��` `��'�' PLAN$ T = �%, LENGTH OF STRUCTURE PROJECT 17BP.9.R.61 = 0.038 MILES PE �, 20 10 0 20 40 TOTAL LENGTH OF PROJECT 17BP.9.R.61 = 0.100 MILES srcxArzrns: ��Ty� � L RIGHT OF WAY DATE: PATRICK A. LIVINGSTON, PE ROADWAY I�, � g �� PAOJECT ENGINEER ��i / I MAY 19, 2015 DESIGN \��, �� PROFILE (HORIZONTAL) * TTST=3%, DUALS-4/o �`' °%� o BNGItV�ER J FUNC. CLASSIFICATION: LETT711iG DATE: WESTON D. M_U__RPHY, EI \� ����'�� 4 2 0 4 8 NCDOT CONTACT: VIRGINIA MABRY PROJECT DES7GNEx ' MAJOR COLLECTOR MAY 19, 2015 Priority Projects Unit PROFILE (VERTICAL) P� S/GNATURE: LEGEND �DENOTES IMPAGTS IN SURFACE WATER — (S7) �DENOTES TEMPORARY IMPACTS W SURFACE WATER — (S2� �DENOTES fILL IN WETLAND — (W1) � t i DENOTES TEMPORARY L�. FILL IN WETLAND — (W3) �DENOTES EXCAVATION IN WETLAND — �W2) SEE FIGURE O SITE 1 2 AMILY SERVICES OF DAVIDSON COUNTY, INC. TUE �� T,$!� �-y}�� TUE / / F � � � - R � � , OTENTIAL GAS LINE \ - '� W � � � �`� RELOCATION BY OTHER$ � � �—�� ��� � —�' � � � � _� �--- --� =� ----- � F I // _� TQ LEXINGTON i I TO 85 BUS/64 J - �-_F - -- - - - - RETAIN \ � °'—�� � ,-_\ °",� _ F � - - . _ - ' .. STREAM & WETLAND PERMIT IMPACT ' AREA (AC) LENGTH (FT) PERMANENT 0.03 179 F \\ SW IMPACTS `\\� �j 'V TEMPORARY p Ol 34 SW IMPACTS RLL W �0.01 — WETLAND EXCAVATI ON OO IN WETLAND 0.07 — COUZINS PROPERTIES. LLC TEMPORARY FILL DB 2112 PG 2020 � IN WETLAND 0.09 — � � �S IMPERVIOUS ��. DIKE, DEWATERING 8 PUMPAROUND + SITE � OO � SMITH-ROWE, LLC WILLIAM L. BROWDER AND WIFE, - BETAE9�O�ROWDER - DB S�f�9�fiG 280 3 TON CL455 I RIP RAP +06.77 ST�% � 1�� STV Ett �'e r I' `E 1,, IE � 7UE 7 SY OF GEQ�XTILE 82.86' '�c�tJ . t., N C � �� PDE � � PD�C'���_ , � �_ se ia r i��e�.,�i PDE � P�E'r— PDE BRIOGEPp��IO -- _ � PROJECT REFERENCE NO. SHEET NO. l7L'P.`_=�.�;'.Ei 4 WW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IIN�C�A9[I�L]E� '� IE�Il.P�NS DO NOT USE FOR /F ACQC�ISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _� E AN N ( ��� � � � � — F T ROT T T � � a �'BqCKFILL EXISTING DI H � �� � ET 6) � / �� EST. 75 CY. �V O� �P F � � � ' / , � �v ` .�{� /y T E F S S� � '� �;� 3 `� hl � � ,S � _ - �----_--=---=T: 5 iB 3GI _ -.,F - .— ' ��- — — — --- — — — .. �. --— . / , > -L- ��� I - � , � ,�, , ,� � I � 5 S � � �GREENSBORO STREET EXTJ i ro 85 Bus - _ / � � — ' TB 2GI — — — i" F. � � S ' � _ i e. w� - � � � - , �� � � $ S �$ / � � � � � � ��� � � / � . w� - - z� F / - 7P F � �wl. z� w� F' —.— — --- �--------�-- " � \�� R --- w_=_ —,�F E�e R W E—�e _---_ � � DETAIL A DETAIL B / z LATERAL BASE DITCH RIP RAP EMBANKMENT PROTECTION O �No�lo Scola) / �Natfo Scala� —RIP RAP EMBANKMENT "' b ; ' �o.MiN. /—�s:i ^nac.S�orE IMPERVIOUS REESTABUSH NATUR.4L TOP OF BANK 2003 MARGARET ALLEY EVE�HART LIVIi�G �LU�T_ ____ Naurai �—y ' - DIKE, DEWATERING $ EST. 265 CV. OF BAIXFILL o ti I'"''�'- I siope —2' �DETAIL B) DB 1940 PG 144 c�e��a d z:� . PUMP AROUND � '�� � oeorexrue — � � �� �� � I� y CI � GEOTEXIILE B NORMnL W.S. ELEV. J — - Min. d = 7 FI. � Man. d= 1.B Ff. RIP PAP NOT TO Permit Drawing B= 1 Ff ENCROACH BELOW Sheet 2 Of 6 n Type arc�a,= vo roHs,a ux��rsoa I� Type of Linar= CL I Ri�Rap 6= 1 Ft. Geotenile= Y90 s V R A I H I(� S�_� A L I_ FROM STA. 18+60 TO STA. 19+85 LT. STA. 18+00 APPROX. 40' LT 8 55' RT STA. 18+25 APPROX. 55' lT 8 50' RT .�. . .�. . .. ., . . .. ... .. . ... . . ... . ...��� . .... .. . .. ... .. .. . . � ....�,.... ... .,. ;. . .... ,.. _. .�... . ... . ..i. .i..i... .. .. .. .. . . _ _ _� : �_- -�. �_.. . . . � . . . . . . .� .�� ._ _ _ _, : _ _ _ :_ _ : � � . ' __ ,_ _ ,' . . . _ _ . . _ _ . . � . . _ . ._, _ . . i . . . : �_ : , � � �� '. '. �� � � �� '. '. �� � � � � �� '. . . ; , � , . . . ...' ' r; �. __ -_ __ .. . . . . . . _ .. �. ..... . .. �. ... ! : . ._._ � : �--. L -! 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Pl = 15+58.00 Pl = 16+50.00 � -- - - -- L- - -_. . __ '_ ._.____—'�, -- - END GRADE � �r-� �- � , �_,� �� EL = 663.43' EL = 664.07' BEGIN BRIDGE �. - i :- Pl - 19+47.00 668 -L- STA 16+75.00 � - � -L- STA 20+40.00 VC = 96' VC = 88' s-. � : �� � EL 663.17' 1 ELEV = 663.92' BE61N �RADE K= 97 K= 89 � r, �-� END BRIDGE VC = Il0' ,T -L- STA 15+10.00 DS = 50 MPH DS = 50 MPN HIGN POINT �-- PROPOSED GRADE __� _-=� �--=��_� -L- STA 18+75.00 K= 99 !-i- ELEV = 663.58' -L- STA /6+67.15 DS = 50 MPH 664 660 ( 656 652 648 644 640 EXIST. �-J0.2940% LOW POINT -L- STA 15+39. ELEV = 663.53' ELEV = 663.98' (+J0.6889% f -J0.3025% �------- --------------- - . _ ---- _. _ (+10.6889% � , I BRIDGE , BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 3J00 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 650.2 FT BASE D�SCHARGE = 4.300 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVATION = 65/J4 FT OVERTOPPING DlSCHARGE _ )5,700 CFS OVERTOPPlNG FREOUENCY= 500+ YRS OVERTOPPING ELEVATION = 663.3 FT DATE OF SURVEY = 09-02-20/5 W.S. ELEVATION aT DarE OF SURVEY = 64�z FT 15+00 XISTING GROUND _ ___ -- __ _ -__ --- - -- - �--�� . -- k ' I I _ _I I `-_ , �� � �_ I I I I � � , ,x , -� �x. - �� II � '; �- � r i i EXl lNG BRIDGE �� - � � _ � � TO �E REMOVED �� ��� - CLASS II RIP RAP- _ FUTURE GREENWAY ; ll'VERTICAL CLEARANCE -!- 30' HORIZONTAL CLEARANCE � �. � � r � � i ---+�N---Tr--1-f;�--4- � — -- i -•-.. i- i +�-F EXCAVATE TO APPROX. EIEV. AT C� = 648.0' ' EST. 850 C.Y. (LT. SIDE) & 750 C.Y. (RT. SIDE) 16+00 17+00 �� �� \ �,�; r'�. I I � � � X�%� ��'� I � I 11 x .� ,., �� �� ��� � � II II v � � i i ; = rr �� � � � � � ���I � � � � h � /' __ .. II ���%� / / — — � � � �/,7� _ / . \/ ,� I I ��r . � � �� ' ��I I � � � ��� � � , u. , 18+00 '"f-JU..5UL5% " (+ --1- �-__ LOW POINT - -L- STA 19+22.0 ELEV = 663.29' - LEFT DITCH I EXIST;, , 672 ..: � -- 664 660 656 652 - 648 � CI.ASS 11 RIP RAP END LAT.BASE DITCH __ PI =19+85.00 LT =: - -� El = 647.50' "` 3.00%.._- - - - - - ,_ GPS-2 BM-1 BEGIN LAT.BASE DITCH -L- STA 18+58J2 -L- STA 18+86.40 Pl =18+60.00 LT 14.63' LT 73.42' LT EI = 64375' ELEV. = 662.04' ELEV. = 686.04' 19+00 20+00 644 640 LEGEND �DENOTES IMPACTS IN SURFACE WATER - (Sl) �DENOTES TEMPORARY IMPACTS IN SURFACE WATER - (52) �DENOTES FILL IN WETLAND - (W7) tf� "� DENOTES TEMPORAR I I � � FILL IN WETLAND - W3 �DENOTES EXCAVATION IN WETLAND - (W2J SEE FIGURE O SITE 1 2 AMILY SERVICES OF DAVIDSON COUNTY, INC. TUE �� T,$!� �-y}�� TUE / / F R � �� � , 6TENTIAL GAS LINE � , W � � ' RELOCATION BY OTHER$ � ���--- --� —� - ���- -_ � � , FI �—' - - - - _ - TQ LEXINGTON i I TO 85 BUS/64 �— J - --- - --- - - F � RETAIN \ �'t'—�, � F , \ '"` i�� - _ STREAM & WETLAND PERMIT IMPACT �� AREA (AC) LENGTH (FT) - J�W<\ PERMANENT 0.03 179 �F SW IMPACTS TEMPORARY 0.01 34 R SW IMPACT$ FILL IN �0.01 - W ETLAN D EXCAVATION OO ,S/ ��� 0.07 � IN WETLAND COUZINS PROPERTIES. LLC � ! TEMPORARY FILL DB 2112 PG 2020 � .�'/ IN WETLAND 0.09 - \ IMPERVIOUS � DIKE, DEWATERING 8 PUMPAROUND �\ TUE TU SITE 1 OO � SMITH-ROWE, LLC WILLIAM L. BROWDER AND WIFE, BETAE9�O�ROWDER DB S�f�9�fiG 280 3 TON CL455 I RIP RAP � +06.77 ST�% � 1�� STV Ett'e r I' `E 1,, 7 5Y OF XTILE . tE. , N C 7UE- �fB�� az.96' ��e�*� , �_ ,_e w r i��9�a�i � PDE PD C�=�� �' PD � 0 E__ PpE�— PDE BRIOGEP���IO � � ���I��_� �, . � . � . _ � PROJECT REFERENCE NO. SHEET NO. l7L'P.`_-�.��'.Ei +A WW SHEEf NO. 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R -,_ W_=_ __JF E�E CL R - -_W �Ei—�e _---_ �' _ DETAIL A DETAIL B LATERAL BASE DITCH RIP RAP EMBANKMENT PROTECTION O �No�lo Scola) � �Natfo Scala� S IMPERVIOUS 2003 MARGARET ALLEY EVEf�HART 11VI�LG JR11�T_ ____ b ' �oMiN.- /-�s:i ^nac.s�ore Nalural � DIKE, DEWATERING & DB 1940 PG 144 e�e��a d�a o ti' T''�'- siope -2' PUMP AROUND oeorexrue -'� � � � � � I � � L) � ' � � GfOTEXIILE g Permit Drawing M,�.d= z FI. NORMnLwS EtEv. J`_, Man. d= 1.B Ff. RIP PAP NOT TO Sheet Qf g= � F� ENCROACH BELOW 3 6 6= 1 Ff. TypeahLinar= ]]0 OoreCle�ft�I90Ps n I� Type of Linar- CL I Ri�Rap V R A I H I(� S�_� A L I_ FROM STA. 18+60 TO STA. 19+85 LT. STA. 18+00 APPROX. 40' LT 8 55' RT STA. 18+25 APPROX. 55' lT 8 50' RT . .�. . .�. . .. ., . . .. ... ... .. ... . . ... . . .. � . . .. . .. ... .. .. .... . ..... .. ... . . .... ,.. .. .�... . .... . . ..i. .i..i... .. .. .. . . ' _ � . _ _ _ � : � _ - -�. � _.. . . . � . . . . . . . � . �� . _ _ : _ .� : � _ � . � : _ _ - : � � . ' _ _ , _ . . . . _ _ . . _ _ . . . . _ _ . . ; . . i . . . .. � _ - . , � � �� '. '. �� � � �� '. '. �� .. . . ; , � , . . . ...' ' r; �. __ _ _' _ , . . . .. . _ .. �...... . .. �. ...! : . ._._ � : �--. L -! ' �--ii .-� �. : , : ; : � ._�. ..�, � , . ��.._� . , � : : , -;, : ' __ .rt�_ . �.;.-: � : - . :-, , , ;, 'r : r; 'rrr- , '. _rr;-i , '- : .- ;-: , - .--: -'-- . . . . :. ��.�1�! 672 �� '-r�rr '- � �-+-�-- � F�--��-F- ��- ��-�-�� �+,��� � �- : i- � �- t�. : a � -�-F�-��� r���f ���� ,�, �� ��:r � �T � I f I � I I � I I I 1 � I I � I I I 1; I I � I I I 1; I I i I I I I; f I � I I f �; f I � � I I 1 � f: ' � ' �•- �'- - - ` --�� �.�:_.: - .� � - -- _ ��_- _ �'. ��' -- -� L� � �-� �1---; -,1�. --1 � -_1� �� � �_ .. . .- , T. I . .. , . � i �� i� Pl = 15+58.00 Pl = 16+50.00 � �,T�I L_ ,� _. . ___' —�, ,�r - T END GRADE EL = 663.43' EL = 664.07' BEGIN BRIDGE �. � pl - 1g+47.00 � �r �� � , �,� �� 668 -L- STA 16+75.00 � - �- ---- -L- STA 20+40.00 VC = 96' VC = 88' s-. � �� � EL 663.17' 1 ELEV = 663.92' BE61N �RADE K= 97 K= 89 � r, �-� END BRIDGE VC = Il0' ,T -L- STA 15+10.00 DS = 50 MPH DS = 50 MPN HIGN POINT �-- PROPOSED 6RADE � -� -"--�r' DS = 50 MPH I _ - � --- - _ _ ELEV = 663.58' -L- STA /6+67.15 � � A�+ i 664 �- 660 656 652 648 644 640 EXIST. �-J0.2940% LOW POINT -L- STA 15+39. ELEV = 663.53' ELEV = 663.98' (+J0.6889% f -J0.3025% �------- --------------- - . _ ---- _. _ (+10.6889% � , I BRIDGE , BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 3J00 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 650.2 FT BASE D�SCHARGE = 4.300 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVATION = 65/J4 FT OVERTOPPING DlSCHARGE _ )5,700 CFS OVERTOPPlNG FREOUENCY= 500+ YRS OVERTOPPING ELEVATION = 663.3 FT DATE OF SURVEY = 09-02-20/5 W.S. ELEVATION aT DarE OF SURVEY = 64�z FT 15+00 XISTING GROUND _ ___ -- __ _ -__ --- - -- - �--�� . -- k ' I I _ _I I `-_ , �� � �_ I I I I � � , ,x , -� �x. - �� II � '; �- � r i i EXl lNG BRIDGE �� - � � _ � � TO �E REMOVED �� ��� - CLASS II RIP RAP- _ FUTURE GREENWAY ; ll'VERTICAL CLEARANCE -!- 30' HORIZONTAL CLEARANCE � �. � � r � � i ---+�N---Tr--1-f;�--4- � — -- i -•-.. i- i +�-F EXCAVATE TO APPROX. EIEV. AT C� = 648.0' ' EST. 850 C.Y. (LT. SIDE) & 750 C.Y. (RT. SIDE) 16+00 17+00 �� �� \ �,�; r'�. I I � � � X�%� ��'� I � I 11 x .� ,., �� �� ��� � � II II v � � i i ; = rr �� � � � � � ���I � � � � h � /' __ .. II ���%� / / — — � � � �/,7� _ / . \/ ,� I I ��r . � � �� ' ��I I � � � ��� � � , u. , 18+00 '"f-JU..5UL5% " (+ --1- �-__ LOW POINT - -L- STA 19+22.0 ELEV = 663.29' - LEFT DITCH I EXIST;, , 672 ..: � -- 664 660 656 652 - 648 � CI.ASS 11 RIP RAP END LAT.BASE DITCH __ PI =19+85.00 LT =: - -� El = 647.50' "` 3.00%.._- - - - - - ,_ GPS-2 BM-1 BEGIN LAT.BASE DITCH -L- STA 18+58J2 -L- STA 18+86.40 Pl =18+60.00 LT 14.63' LT 73.42' LT EI = 64375' ELEV. = 662.04' ELEV. = 686.04' 19+00 20+00 644 640 0 FTA�IFtY SERVICES OF D�VI�SON COUNTY, INC. TUE TUE DB 1137 PG 1152 Q-- -- - - - --- -- ��� ���'� F �a" w / -' �� � \ T - � .. w � OTENTIAL GAS LINE , 2°' RELOCATION BY OTHERS � , -. . ,�. - _ � : — � -- - -:�� - _ - n- � '•� - _'- _ --- - , _ ,, � \ __ � _ X � �� / 2q„ WC / ./% . / / ------_ r.�• " ' ,'• F ----- -� - � W 24 - � R � W TUE TUE \TUE � � � 3 TON CLASS I RIP RAP �TUE � SY OF G Q�EXTILE I PDE � PDE � � WILLIAM L. BROWDER AND WIFE. � W BETTE D.BROWDER O DB 579 PG 280 a ,� � � �. i > > f��� �� � - -�- - ---� — --- -� - --- - - - - --- i � i -! - WL 4" W � 24" WL IMPERVIOUS T T T T DIKE, DEWATERING &� I1i PUMP AROUND u � i F / " T E F S S � �ti � - � � S � � __ _\, , ,a � , �� j' � i:%" � ����� �/ s � � � — �. � � � � d� , � , -�- ; % � � — � ; �� � � �S � ' „ „ � ; N - �� ,' . , .� , . . . S ' � � _ —_ T . / e- a % -- / � � .% ��_ % ;S _ S � ��� i - , � � S S � ' � S `�.� , , � � � '� = i � j � / i i - ' _ j i � / '_ _ _. - 2q�� Wl _ _ _ % .. -------- C ,� , 4 w� 2a W� F R \ R — - -- W � E i W COUZINS PROOPERTIES, LLC O � DB 2112 PG 2020 2003 MARGARET ALLEY EVERHART LIVING TRUST � IMPERVIOUS DB 1940 PG 144 ���("e�l�� �� DIKE, DEWATERING & L— �� PUMP AROUND 1D��Y d�1��{➢1'�7 C�1F l�[��1H[VYPI$ � �D?��d��i��N �;��LTN'1�'�' �Y !�L � ._ IQ_9 11 LEGEND �PIE��aU�E.��; I�II��,��,�a.�D�L � DENOTES IMPACTS IN SURFACE WATER - (Sl) �8����IE ��]L� ��IE�i Pe�IT�It Drc�WII�Ig DENOTES TEMPORARY ��i�� p,�� ����g� Sheet 4 Of 6 � y,�A ERTS IlS2J5URFACE � DENOTES FILL IN ��� �� �'��� WETLAND - (W7� �('y n,��p�p _ l^I � �_) � i O � ��1LA��d'���B�uO� ���pIEIE�D �T___ __T J DILL I�NEWET ANODAR (W3� i�RAF'HI� SC4L-L � oeNoles excnvnnoN IN WET�AND - (W2� .�,��..'�� =J� ��' �D �.��������� STREAM & WETLAND PERMIT IMPACT AREA (AC) LENGTH (FT) PERMANENT 0.03 779 SW IMPACTS TEMPORARY 0.07 34 SW IMPACTS FILL W < 0.01 - WETLAND EXCAVATION 0.07 - IN WETLAND TEMPORARY FILL 0.09 - IN WETLAND WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS an 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 ft 1 -L- 16+75 to 18+75 200' Two Span Brid e <0.01 0.03 179 Water and potential gas line 1 -L- 16+58 to 18+21 relocation 0.07 0.01 34 Clearing for utilities and temporary placement 1 -L- 16+53 to 18+21 of fill for utility construction 0.09 <0.01 TOTALS: <0.01 0.09 0.07 0.03 0.01 179 34 *Rounded totals are sum of actual impacts NOTES: � � ,�4'� . ' Yti: i:- �. !'- r� `,�,. j 1 _ • � ��1, �r�'!�r ti.: :� �, r +1 {a,�r,",.r, �►i, � . � � �M ", 'r ' � �. .��' �"�F�"' '1' 'w i i 1{ ` ' � �f°'. � � :�,-' X � � � �� � iy � � rY `.� Ti� ^,�. ( , � � �-'tit'� ^'�,� i-��� *,� f�. s�[.'� �' . � . �� �' - .��)y'p�y�} 3 �G�',, �� K y.� • � �; �t � i, `� ` ` Yy, � � +.., '� r�l. 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' -i�i� : � r�►�, �► 1 �l:..Y��i�ae� '�' �,.�+,�f����4 '� '`� ..��,� '_�1,' ��.J.�Su _11, � ♦ ' +�.���: �' �' � �t��u' i����h� ,. � This Exhibi[ is for planning purposes only and information shown hereon does not FIELD VERIFICATION MEETING meet NC 4730 Requirements and lherefore is not for design, construction, or 1 ineh = 100 feet FIGURE recording or [ransfer of liUe. The Exhibit was compiled from available information B RIDG E 280410 oblained from [he sources lisled below. Streams and WeUands- All Features loca[ed �� �he field were rePorded �s��9 a mapping grade Trimble GeoXT o� GRAPHIC SCALE VERIFIED STREAM AND WETLAND DELINEATIONS CREW: J. HARROD CREW: GeoXH GPS receiver wi[h su posed sub-meter accurac . so�r�es- 0 50 100 200 1 AerialPhotography: NCOneMapOrtholmagery Feet DAVIDSON COUNTY DATE: OCTOBER 9, 2018 DATE: STREAM DELINEATIONS NCDWQ On Topo On Soils 404 401 Bridge Map ID Score Classification Map Map Jurisdiction Jurisdiction Comments JD Review Date Reviewer 280410 SA 35 PERENNIAL YES YES YES Per USGS maps SA is named: 10/9/2018 Bryan Roden-Reynolds Leonard Creek WETLAND DELINEATIONS NCDWQ NCWAM 404 401 JD Review Bridge Map ID Acres Rating Classification Jurisdiction Jurisdiction Comments Date Reviewers Omit smaller segment of WA; BOTTO M LAN D 280410 WA 0.18 62 HARDWOOD YES Reduce west end of larger portion 10/9/2018 Bryan Roden-Reynolds FOREST of WA; Original Total Acreage of WA: 0.32 POND DELINEATIONS On Topo On Soils 404 401 JD Review Bridge Map ID Acres Type Map Map Jurisdiction Jurisdiction Connection Comments Date Reviewers 280410 PA 0.05 MAN-MADE NO NO YES NO N/A 10/9/2018 Bryan Roden-Reynolds