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HomeMy WebLinkAbout20190200 Ver 1_340066_PermitDrawings_20190205_20190213�-��e�t��ti,�jY North Carolina Department of Transportation // � �ut01'lY1we3Yet' Highway Stormwater Program �">�"I STORMWATER MANAGEMENT PLAN -- (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: SF-340066 TIP No.: 17BP.5.R.87 County(ies): Franklin Warren Page 1 of 1 General Project Information WBS Element: SF-340066 TIP Number: 17BP.5.R.87 Pro'ect T e: Brid e Re lacement Date: 2/1/2019 NCDOT Contact: Galen Cail Contractor I Designer: Frank F. Flemin Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: fflemin ecolo icalen .com City/Town: Warrenton County(ies): Franklin Warren River Basin s: Tar-Pamlico CAMA County? No No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.099 miles Surroundin Land Use: Rural residential, farmland Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.8 ac. 0.5 ac. Typical Cross Section Description: Two 11' paved lanes, two 6' shoulders. Two 10' lanes, two 4' paved shoulders. Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 1940 Year: 2038 Existin : 970 Year: 2018 General Project Narrative: State project SF-340066 involves the replacement of the existing NCDOT Bridge #340066 on NC-58 over Shocco Creek. Bridge #340066 consists of 1@41'-7" reinforced (Description of Minimization of Water concrete deck on girders with reinforced concrete vertical abutments on pile footings. The proposed crossing is located in Zone AE of FIRM Map number 3720286800K and was Quality Impacts) studied by "Limited Detailed" methods. No proposed deck drains.Proposed bridge #340066 conssits of 1@105', 1@25' 39" box beam. SF-340066 terminates at STA. 15+75 -L-. Waterbod Information Surface Water Body 1: Shocco Creek NCDWR Stream Index No.: 28-79-22-6 NCDWR Surface Water Ciassification for Water Body Primar Classification: Class C None None Su lemental Classification: Nutrient Sensitive Waters NSW None None Other Stream Classification: None None None None None Im airments: None None None None None Aquatic T&E Species? Yes Comments: Mussels NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No 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) � � . � � � � � • � � V W O � � � `� ����� �� ����� �������� �������� �� �������� FRAI�I�Ll1� COUI�TY LOCATION: BRIDGE 1110. 66 OVER SHOCCO CREEK 0111 NC 58 TYPE OF WORK GRADI11lG, DRAl11lAGE, PAVI11tG, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT �RqBB/l BOTTOM RD �� J G 56� �� N � � � � � � � _ � � 0 r _ �o � 0 0 � M � � .3 O L � � � � � 0 .� > � w � � � � � � 7 ap i ��� T I�=, ��. �� •� � V � � O ,V_ CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. PERMIT DRAWING SHEET 1 OF 4 � I SRS 20�� P� 8 N DOGUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LE11iGTH Prepared Zn the O}Jices oJ:• FIyDRAULICS ENGINEER LENGTH ROADWAY STATE PROJECT 176P.5.R.87 = 0.074 mi. „S T E WA R T �sVIIV 50 25 0 50 100 2018 ADT = 970 VPD „p�„E�„�n�.E,�o vHse�g���ee�mgNc,ac�o-s�os> �E ����� 940 Main Campus Drive. Suite S00 � LENGTH STRUCTURES STATE PROJECT 17BP.5.R.87 = 0.025 mi. `�s3n��`;=�'°'' =a��FR•��s��s a�,e;gh,Na,6oF �� + 2038 ADT = 1940 VPD ,�� �� PLANS V= 45 MPH TOTAL LENGTH STATE PROJECT 176P.5.R.87 = 0.099 mi. za�s sraxnaeu srEcrFrcnrroxs yE � � R1GHT OF WAY DATE: ANDY YOUNG. PE SIGNATURE: m� 50 25 0 50 100 CLASS = MAJOR � COLLECTOR APRIL 10. 2018 rxo�ECT exciNSEx ROADWAY DESIGN ��, � RlGHT OF WAY ENGINEER PROFILE (HORIZONTAL) SUBREGIONAL TIER MICHAEL BURNS, PE ��� ��a� COMPLETE: PROJECT DES7GN ENGINEER �yg p����� �0 5 � �0 20 LETTING DATE: LISA GILCHRIST, EI NCDOT CONTACT P E PROFILE (VERTICAL) DECEMBER 12, 2018 srcxaz�xs: See Sheet 1A For Index of Sheets See Sheet 18 For Conventlonal Symbols c � a � � s � 0 r _ � o� ro 0 N � � 0 'c w � � � w � i 0 �� Pl Sto 10+25.00 � = 0' 0/' 4/.7' (LT) D = 0' 03' 23.4' L = 50A0' T = 25A0' R = l0/,429.68' ,� / . � . ,� � / �oa / /�: / %�B�j ��PIW . � /�5 FSt� 7S Pl Sta /3-�-66.23 � = 2% 33' /2.9' (RTJ D = l0' 42' 342' L = 25728' T = l3/J8' R = 535.00' $e = �}� Runoff = l00' Vo = 40 MPH �N� � DETAIL 1 HANK STAeILIZATION �No.�o s�ia� 3.0'min. z o- Hws 4 - J- zo �EorEa�i�E —f Type o4 Liner= CU55 II RIPRAP STA 15+20 L SITE O SITE 2 R����/ �� � �� / / / � / / / / _ � � —'-----�-- � ( / � ������'> �'� � �`1,•'� ti��/ . �� � ����� END STATE PROJECT l7BPb.R.87 Fo�', v �� � REMOVAL OF EXISTING� � / / BRIDGE & EXCAVATION � SEE DETAIL � � F EST 50 TON NOTE: N / � EXISTING ROAD BED � .g WILL BE REMOVED TO NATURAL GROUND � RETAIN GlN STATE PROJECT 17BP5R.87 - PT Sta.10+50A0 O SITE 1J BANK STABLIZATION SEE DETAIL 1 E5T 170 TON$ EST 200 SY GEOTEXTILE �� Q�v � c, �� \ � � k� i � /y ,�r �f �\ Y/ fi""t'�ri ^i c--_�� c lc3 s,�a so� o� ioo� GRAPHIC SCALE z5� �� 5�� INSET SCALE �3I�S�S ,Lo11 7p " NP n PROIECT REFERENCE NO. ENGINEER SHEET NO. 4 IYDRAULICS ENGINEER II �°: TEWART IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 4 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER O ��� '� '� � �' � �� � B�� / �, �� � � � � �� � ��y � +t°� � � �f��o ���k �� ��� ,�� i � � ������ �� �`�� '�� '��,y ��\ """�� �� �,k`k �\t�k�� \�\ � �� ��-� �� �� \�.� E ��r ��� � ��� � � �' \� „-� ���� �a � �� "� � � .� � \ � � ��,� w. � J� � �\ \ .� —�k/ .� ���;i �\ ,... �- �. . '... � � �,L, -iglN—� � � �^lF ��- � �� \ � ;� � E`�`� '�� ����� Y*�� ����'���� ��`��� �� �` \� \ _—�__ _ _ �� /�,K �L 1t`�-kw��=-�— I� �� �tt �,k��e`� ��K ��'k�k��e\ \�, Hcsa — __—� i ,� ��� aM��k �� �� ��� ��e �� ���k ��e ��� ''�, � ,�a ,�P���-,: ������ �� � �� ������������ ������������ ����7 a��� ��`_ � �� ✓: ` `��r�� �� ��� �'� �� ��� �� �� �s � ��� F �� � ���� F°�� �,%i �`�'� �� ,�-� �'� � �� ���� � � � � � � � � � � � � � � � `� � '� � � � �� � � � ��c� • T � ��� � �� �� �� �� ,�� �'� �� �� �m'. ������ �����/�i � ��� ����� ������ ������������ ����������� �k��v. �`� �'�`�� � � � �'� �'�`�� `�� �' �'�`���'�� �� �`�a�. ��� µ� �� �eftL\F . I"��t� �Ws k �� ��k���r� .�� ��e ��•K���k �K�je��r� �\�����^ /�� �������`P�� ����/ r\ ��I` �1e ������� ������.k�� ���� ��� � ,� � � � ,� � v, � `� � '� � '� ,� '� `� J v� � � "! — -� _,. � � � ,� � � � ,� � � '1 t���„'� ��� —�`�'�`� ��ti�'� �� ��� �� � ��j '���e��� ��'� �'� �1 � �� �� �� I �� �� ���� � ,� ����� � � ,. � ��� �� � � ��� ���.� � �� ��� �� �`� d � ,�� ��`� t ��� � � � � � ���I � 4� \� � % i Y` �� \ -g�a�M�-�t � � �k � w%� ( �'4� �4— ,�'�' ye `k � �t � ,k � � `k\ �� � ��e �`�,k� �����e��,k`K���� t�„ `e„—�, ��� �� ����� ��� ��������� � � � � � � � � � � � � � � � �i l�_�le �`K ��k ,�� / � � � � � i �,� ���r � FOR -L- PROFICE.SEf SHEEr 5 FOR STRUCTURE PLWS.SfE SHEETS 5-ITHRU 5? Pl Sto 10+25.00 � = 0' 0/' 4/.7' (LT) D = 0' 03' 23.4' L = 50A0' T = 25A0' R = l0/,429.68' 7S Pl Sto /3-�-6623 � = 27' 33' /2.9' IRTJ D = l0' 42' 342' L = 25728' T = l3/J8' R = 535.00' Se = 4� Runoff = l00' Vo = 40 MPH TS SITE 2 DETAIL 1 HANK STA6ILIZATION �Hor�o s�ia� 3.0'min. z o- HW5 4 - J-z.o GEOTEXrILE � Type of Liner= CLA55 II RIPRAP STA 15+20 L SITE 1 REMOVAL OF EXISTING BRIDGE & EXCAVATION DETAIL (Nofto Scale� �EXISTING GRADE GROUND I � e/ � � GROUND CLA55 II RIP so� o� ioo� GRAPHIC SCALE 25� �� 5�� INSET SCALE � � // ���1 �'� � ���0�`1•"� �'��� . �� '����� : ������ ,�,� ��S�S �0�1 7p " NP PROIECT REFERENCE NO. SHEET NO. 178P.5.R.87 4 '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� .ne�a.��� °ml ��hb T E WA R T ��B E�9� ��e�a �� �ns 6`�-3�os> IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 4 DENOTES TEMPORARY IMPACTS IN SURFACE WATER ��k\\ ��� �� F �� � �/ �F � �� F�^� m �'�B'�� /e. �tE��`� �� �M� �� '�� �f,�� � � �� ��� � i � ������ �� ��� �'� ��,y ��\ W�� �k ��� �� ��� ��� � �� ��� � ��� ��.�. i i t �� ��r � � ,�� � �'� � � \'� .`� . ly��µ �� � �\ `�� ,s � .,. \ c � a c c � � � s � d > _ � � � ro 0 � ro � 0 � w � � � w � � 0 —�- ---_� � --------- _ �`�� ��� �� ������ �„*�� � �� ���� �� �� �� �\ �. \ �\ � �e � ��n�a�—�— ",'� I� ,� � k �k � �e � � � ,� � � �e � � � `e' . \,,.. � `����M� �,�������� ����� ������ ������\ .. _ 'k _ \� �� �� �� �� � � �� �� �� � � �\ �\ � '�� 'F __ �. �,��t . . y¢ �� �,� ��� �,� �� ���e �,� �� ��� �5 " - 4e`k � ,�i �� � _ k K � � ' . . �: �. ` ,k � �k � '� y� � � ,K � 'k � � � � \ \ �� ,�d -- � �� ��� �✓ ,�_�,�—�"�� ��� ��r �� �,�� ,�,� �,� ��� ,�� �� �,���� �� � � � �� a•�+j F�� w���ti`� ��i �`�-�—'�� .��a����� ��� ,�� �� ��� �� �� ��� �� ��m \ � � �� � � � � � � . � ! ��1- �k `�oki . `_�\ �. � �w. ��� �� ���e �� �,� ���k �� �.� ���'� /��% ���� ��r,o�cf�/� � ��� �'� � ����� ���'��� ������ ��������� �A �k �� �\ � �Y �µ� ����F� ��� �� �� �� ��� �� �����a� ��� � ��,� ��� —"`����e,,� k �� ��,� �� �� �� ��� �� �� ��� \\�v �� k ��k k� ��p� �k��l. I ��� �� �� �� ��� �� ��e ��� ��k �\h \m��`� �� ���,���'� �'��,� �v:� j �,� ���i —��"���,.�� � ��� �� �� �� ����.� ��' "`w�h.`� ��ti���l �� �� � �e�j ����e��,��\ �k� �`� �kl �,, �_ �� ���� j `�� �k��e � �� �� � ,� ����� �'� � �� � ,.� � ��� �� ��� �� �� � � �� �� �d •.,\ `��ta � �`� �� � `� � � � � `� v= � � I �, � � `� J v� �` �� � � � � � � µ � .s . �k �� �� _ -�_e'"��,,� � '� �,,�� F �� �,�_c��� �� �� ��, O .�\ � Y�4� ��� �� �,�� ��k�� K`�_ 4 ; -�-w�e9 �����"��"������"�,K .�� �� �� �� � � � .� �� �� �� �� �� �� ��� �� � �� �� �� �� �� �� �,; �' s `\ k �� ��k� �e� �� ��� �e�*' \ � ltt , �k � �e � ,K k � � � � `K � � � � � y % �\ �� „� ���y FOR —L— PROFILE.SEE SHEET 5 FOR SfRUCTURE PLWS,Sf£ SHEETS 5—ITHRU 5 1 �� WETLAND AND SURACE WATER IMPACTS SUMMARY 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) (ft) 1 14+39 to 14+86 -L- Bank Stabilization < 0.01 < 0.01 40" 82 2 14+90 to 15+25 -L- Bank Stabilization < 0.01 < 0.01 60* 71 TOTALS*: < 0.01 0.01 100 153 0 *Rounded totals are sum of actual impacts NOTES: *Sites 1&2: Permanent existing channel impacts are coincident with temporary existing channel impacts. Revised 2018 Feb