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Home My WebLink About20190452 Ver 1_17BP.4.R.94_Permit Drawings_20190401_20190410.;.�y..,. ��.1��,�x�,, North Carolina Department of Transportation 5 l(}�I71� V��'t' ' ,,, ,,.,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN - (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.4.R.94 County(ies): Wilson Page 1 of 1 General Project Information WBS Element: TIP Number: 17BP.4.R.94 Pro'ect Type: Bridge Replacement Date: 2/21/2019 NCDOT Contact: William Cail, P.E. Contractor / Desi ner: Jason Patskoski, PhD, P.E. Address: NCDOT Hydraulics Unit Address: Summit Design and Engineering Services 1020 Birch Ridge Drive 100 East Six Forks Road, Suite 300 Raleigh, NC 27609 Phone: (919) 707-6711 Phone: 919 322-0115 Email: gcail .ncdot.gov Email: jason.patskoski(a�summitde.net City/Town: Elm City County ies : Wilson River Basin(s): Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.137 miles Surrounding Land Use: Rural Area with Agricultural or Residential Land Uses Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.42 ac. 0.33 ac. Typical Cross Section Description: 2 lane road with 10' travel lanes and 6' paved shoulder with total bridge length of 25 ft 2 lane road with 10' travel lanes and no paved shoulder with total bridge length of 31.4 and width of 41 ft ft and width of 25.45 ft Annual Avg Daily Traffic (veh/hr/day): Design/Future: 840 Year: 2025 Existing: 450 Year: 2015 General Project Narrative: State Project 17BP.4.R.94 involves the replacement of NCDOT Bridge 970091 on SR 1339 over Town Creek. The proposed bridge will maintain the existing level of service. (Description of Minimization of Water The proposed roadway fill slopes are 3:1 and are grassy. There are three proposed lateral V ditches with grassy 3:1 side slopes on the left and right sides of the roadway to Quality Impacts) convey existing drainage patterns and minimize disturbance in the surrounding wetlands. There is a single lateral base ditch with grassy 3:1 sideslopes on the right side of the roadway which transitions into a tail ditch with grassy 3:1 sideslopes outletting to the wetlands. All ditch velocities are non-erosive in buffer zones. Waterbod Information Surface Water Body (1): Town Creek NCDWR Stream Index No.: 28-83 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Town Creek Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? 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) � � � � � � � � � � � � � � �- �� a� ��c a� � �. �� o >,? N= i iU ��o_ �o� QO� � � � 06�� See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet � � • • � • � � .. � � �� II ��II � � �� LOCATI01�: BRIDGE 970091 01� SHARPE STORE RD. (SR 1339) O T�ER TO W1� CREEK TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D PERMIT DRAWINGS STRE�JV1 AND WETLAND IMPACTS CULT�ERT � 0 �z w� � �� 0 0 � i/ �� y � W ,�/ �� BEGIN CULVERT —L— STA. 13 + 09.67 TO S R 1619 (BARN ES ST.) � O � 0 0 • � BEGIN PROJECT —L— STA. 10 + 2 5. 00 ��5 , i i � , � � , , , , -' END —L- 90% PLANS PE RMIT D RAWI N G SHEET 1 OF 11 PROJECT TA.17+50.00 �� i , � ; �, � � I i � � END CULVERT � �� —L— STA. 13 + 34.33 �J I � ��s�,--- �/'lS�— C� ��-15� v`' i � TO SR 1340 (STAGECOACH RD.) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce ofe HYDRAULICS E11tGI11tEER, GRAPHIC SCALES DESIG11l DATA PROJECT LEI�GTH ,,,. ��N ��A?o�;�,,,, 504 Meadowland Drive �` � ADT 2015 = 450 Voice�(919) 732-38838 8551 \� �Q ,.�cESSlayq�,�i9 �i Fax: (919) 732-6776 SEAL 50 �� O �O 100 qDT 2025 = 840 DESIGN AND ENGINEERING SERVICES www.summit-engineer.com _ _ �p� ��p� FIRM NO. P-0339 ; ��. 046226 :__ � �e� LENGTH ROADWAY PROJECT = 0.132 MILES -��. .�� ; Q� � 2018 STA11iDARD SPECIFICATIONS � �' •. � � 0 * ., Q� •.�`.��,G, INE�•S�O �. Q Q PLANS T= 6 /o LENGTH STRUCTURES PROJECT = 0.005 MILES p,E'�,,��M. PP��,,.��'� o � V= 55 MPH TOTAL LENGTH PROJECT = 0.137 MILES SIGNATURE: �� * 50 25 0 50 100 RIGHT OF WAY DATE: BRANDON W. JOHNSON, PE ,,,,,,��",,,, a � * TTST = 3% DUAL 3% ' PROJECT ENGINEER ROADWAY DESIG11t `��O�N C�Q �� / � � NOVEMBER 6 2018 E11tGI11tEER �� q� �y�' � �'� PROFILE (HORIZONTAL) \co:� SEAL �":z� �� o e�Q�� 10 5 0 10 2p FUNC CLASS = LETTIIVG DATE: FAITH E. JAHNKE, PE _��. 034371 :�; ��p� 1�CDOT C01�TACT: CHAD COGGINS PROJECT DESIGN ENGINEER ?� '' �GINE�•'� `Z`�` LOCAL RURAL SEPTEMBER 24, 2019 �- o�� o�� PROFILE (VERTICAL) SUB—REGIONAL TIER DIVISION 4 CONTACT �%,, N W. ��,.�� P.E. ��i��iiiiiiii�� SIGNATURE: / , m ;; � Z �/ �� O �� i� � �5� �� , ,\�,� � �� , il _ � � �Q , � ,-� oF_ � �� • DETOUR ROUTE � � � � � � D ETAI L 4-1 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 O� � Fill Ground 3•� p '�'�'(�� Slope F � Min. D= 1.75 Ft. B = 4 Ft. D ETAI L 4-2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) � � Natural '�� Fill Ground pR F 3.� D ��,'� Slope ��F R� . , _ r. , �. DETAIL 4-3 TAIL DITCH ( Not to Scale) Natural Natural Ground �,� ,�.'� Ground D DDE= 18 CY Min. D=_ 1.75 Ft. � Length =_65 Ft. __ TD STA. 11 +47 OFFSET +80.81 FT FROM STA. 10+25 TO STA. 11 +25 -L- RT PERMIT DRAWING SHEET 2 OF 11 5 JOANNE CRUMPLER PHIPPS i END CULV ERT -L - ST A l3 +34.33 POT Sto. 10+00.00 ��1�%�'��T�%�� PROJECT REFERENCE NO. l7BPo4oRo94 RiW SHEET NO. ROADWAY DESIGN ENGINEER \\��1111111///�/ i ;' ��e��'�C�'�' ��% �• .9 =cv. SEAL :Z= ;��. 034371 ;��\ ?� � •.�`.,�G.INE�•'� �`�: ,''��ON � . �p \`'. ��iiiiiiii�� SHEET NO. 4 HYDRAULICS ENGINEER \\��11111111//// ,��'��'�N �AR� ��'�-, : =O •��Vq� �7/9 : = SEAL = ; ��, 046226 :�� \ ��0 � '�GINE�• .��: �''%� M. P P�S�`,. ��i�iiiiiii�� , C� � � 0 n> DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED (] 7 z Prepared in the POT Sta. �,J +0/ .�J Office of: �� C��I� NC FIRM LICENSE No: P-0339 r 504 Meadowlands Drive BRIDGE NOo 97009/ Hillsborough, NC 27278 '�"""°E"�'"EE"'"��""« (gl9) 732-3883 - (919) 732-6676 (FAX) SEE SHEET C—1 T 0 C-79 FOR CULVERT PLANS � ; ;- ;J i � ,, � SOUTHERN STARS HOLDING COMPANY, LLC � /� ° � � N Z 0 N � W � � FROM STA. 13 + 30 TO STA. 17 + 25 -L- LT FROM STA. 15 + 00 TO STA. V+ 50 -L- RT w� [•»769 � I.[e�.71 c�l:l � - r_ -- - _ — �_,�J'- � - � _� _ __ .S—'v�-j �.� � — — � o � l` - o � o — T— �-xi� i ri. Fi�,v BEGIN PROJECT -L - ST A l0 +25.00 TIE TO EXISTING DITCH � N 0 � J � � � � � w � � Q � 0 � v � O 0 w � w � Q � O v � W � � w � � � � � LATERAL BASE DITCH J SEE DETAIL 4-1 TIE TO EXISTING CHANNEL HAZEL H, POWELL 150 140 1 �0 120 114 � �� 90 � � 8�_� �, � � Q�, � � �� 70 �� o=� N �� Q� � �� o�� , � �SPECIAL LATERAL V DITCH � � SEE DETAIL 4-2 � � �_� � � � TIE TO EXISTING DITCH - � �; B BZ � BE�IN CULVERT CL I RIP RAP I y /'' SEE OUTLET ` —� STA 13+09.U/ DETAIL BELOW N I � �>,i�Ti�r r�,v •_ ExisTiNc Riw i ' � �i U i i Z �� z� U''� BD �I � � i�� / / ,� �� ,�� - ,� / r_ I / � - — - � —�— � GUY � � � � � --- � —� \ TO STAGECOACH RD (�� /�` ' , T � — —T— — � � -, - r � � --------- ------------ ---- -- - -- - - s�r, --- ---- -- ----- - DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � � CLEARING � � � � DENOTES EXCAVATION IN WETLAND BARBARA W BATT� . . . . . . _____ Z __-—-: � : .: : � --�--- _�______-_. __ _ _------- _L- S R 13 3 9 S HARP E STO RE RD . -- _ __ _ ___-- _ ____ __----- - ___ ; � _ _ ___ _____—_ ------ II � I I J U J -. _ Z - � � t � I J � � = U __ Q� . _�a.e: _ � n �, � � ��_ i � � v : v _ _I� Z �_ _ _ � � �-_ - _� i _ __ � _� �u � o � �I _ O V � Q J . i J �. Q-{� �_ �. _ �� I� � � --' � � r� r� � � � � �_ _ _ _ ._____ _ _ _ _ � c� �- � , a � - Pl = ll +25.00 Q � ,, _: Pl = l5 +70.00 _ ,, _ a �u • �- - ; � IQ 0 0 , I _ E� _ l20' � W ' . EL = l23' ' � � z Q � � � � � q, , n ii , W► � VC = 200' _ � �'_. VC = 350' _' <D MILLING W �I c� � � i � � , __ � - . _. �� m c�n: �u � � _ v m � ~ K = //7 � �' J � � � � K = /42 0 � -_ � �u ° ' � _ I___ , W - � D= 55 MPH �: , D= 60 MPH +, -, - � � � �� . `�<[ .� � � � Q � 1` v i . �n _ � i i � � i � Ml LING �; � v o� �u o �� o n�� ° � �� - - _ _ _ • 0o a Q� �,o � _ ,, �` -� II � 0 O �- Q DAT : l�bil8 �O + Cj--' � + � � i �l' � �I �l �. VJ _ � t� __ _ �.r� � ---�' . �.,-� , i , II � � N o , � ? , � . . � +)3 0179� - - __ _,_ _ _ , . , , - — , � — � -- _ \ ._ � -� � � J �J I� �j , �j �' � i _ � = - .- ' ; � i �u v� �u m c� W(+10.5506/ �- -- _ ____ i _ e � __ _� � a � � -- �. � ./52// _--.- BEGIN GRADE ° �� ---- � -- _ ___.___.�_ -�� _, _�_ �--- - - - -------�- - : ,,_ . -- ---------- ' ' - o ---- --- e I -L- STA 10+25.00 -- �---- -- -------------- __ � � __� ___ ------o - " �� o � : - i E� - l2/.l4 __ i � --- (-) Q�- - -o __r T - - - - i- - - ; - - - _� )1.2(�72/ o _ . � _. �C --- O �I - �-- � � - � �+� 0.526- � : v � � � � _____ : _ _ _ _ II �� I� � '- � I � i - 1' SILL i i 2' SILL - - — _ � _ � � � � _ J _ _�. � __ I. - lie � � � � I � I� _ � _ �_ . . -� � . � '� _ -�_ . EXISTING GRADE ,, � _ �I . _ _ - -- 2 @ 12'X5' RCBC AT INLET � J � _1 � �- l. ___ N � � -1.5930% _ Q ' - � _ � I �� EXISTING BRIDGE � � -- . � N ��-_._ � rt C�J _ �. END GRADE -L - ST A l7 +50.00 EL = 127.87 _ :�^ '___ ___._'_ '_ ___ EXIST lNG GRADE 3.4770% � INLET TYPICAL NOT TO SCALE (LEFT TO RIGHT LOOKING DOWNSTREAM) CLASS 'I' RIP-RAP — W/GEOTEXTI LE COIR FIBER MATTING — � .c�?� o �,� 0 �v,�.�°�� . —__ � °oo ,� ; � 0 CLASS 'I' RIP-RAP — o � ��' � /°�o W/GEOTEXTILE F� ry�� 1'5 J ao — CLASS 'I' RIP-RAP KEY IN 1.0' — — 1•5� W/GEOTEXTILE BENCH VARIES — KEY IN 1.0' 0' TO 12' EST TONS CLASS 'I' = 35 TONS EST GEOTEXTILE = 45 SY EST COIR FIBER MATTING = 16 SY DDE = 12 CY OUTLET TYPICAL NOT TO SCALE (LEFT TO RIGHT LOOKING DOWNSTREAM) CLASS 'I' RIP-RAP — W/GEOTEXTI LE COIR FIBER MATTING — � i--T— -- — — � B REMO ED Q � � ,<, j °� ,�8,� li � J __ �� - � � � �N �N � �— - i: - ��}.o�°oo � ��---- �� cV�a �� .� W:�� : i n u ' ��u � �'� oo �o o�/ i � � I� �� i _ � ? c ,� � o � � � �I Q J -, I I I i �� . ' � W . �� _ C LASS ' I' RI P-RAP — �o � �1,•/ V I _�I I V � � � � � �I � � � W W/GEOTEXTILE , °o �j. / � � _ � � nl 1.5 — °o -�`— -� � — CLASS 'I' RIP-RAP !I _ �+� I..��- _ _ _ v� �� . KEYIN 1.0'— � � 1.5 _ , W/GEOTEXTILE I, - o o �, � CULV ERT HYDRAULIC DAT A Q II� _ � ` �� Q , � + � DESIGN DISCHARGE = 330 CFS � �' _ I m� W -?`� �-- DESIGN FREQUENCY = 25 YRS --- - I� - -- ------ - - ---- - � _ ; , � � � � � � , . _ . _ - _ --- :� � _, _ DESIGN HW ELEVATION = 118.7 FT , � �1 � �I-- � � � ' BM #2 : R�R SPI KE I N 12" MAPLE BASE DISCHARGE = 5/0 CFS :- .. -: ::: � -BL- STA 11 + 24.16, 95.05' RT --- BASE FREQUENCY = l00 YRS , - � i -L- STA 13 + 87.04, 82.91' RT - BASE HW ELEVATION = 119.7 FT LEFT DITCH - - - - - - - - - - , ; EL 118.84' - OVERTOPPING DISCHARGE = 550 CFS � OVERTOPPING FREQUENCY= 100+ YRS ' � � � � � � � � � � � � � � � � � OV ERT OPPING ELEV AT lON = l20<l FT R�GHT DlT CH -------------- 10 11 12 13 14 15 16 17 18 .. p — p __ T— � _ �R �� / � — 5�� RCP � ' �� A ,� _ ,_1 , � , � - , �- _ � ��uj�' ` � �— � � 1 � - � � �, �W � � � � � V �� AN�REAA��I �°� c°� �, / � � � Q I � ISBD � � � � \F � I , �� _ lk'I BENCH VARIES — KEY IN 1.0' 0' TO 6' EST TONS CLASS 'I' = 19 TONS EST GEOTEXTILE = 23 SY EST COIR FIBER MATTING = 6 SY DDE = 5 CY NOTE: BACKFILL TO TOP OF SILLS W/CLASS B RIP RAP 150 140 130 120 1l4 �� • , .� . 74 N � w � � � � � � � D ETAI L 4-1 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 O� � Fill Ground 3•� p '�'�'(�� Slope F � Min. D= 1.75 Ft. B = 4 Ft. D ETAI L 4-2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) � � Natural '�� Fill Ground pR F 3.� D ��,'� Slope ��F R� .,. — - - =ROM STA. 10 + 25 TO STA. 11 + 25 -L- RT � FROM STA. 10 + 25 TO STA. 13 + 00 -L- LT i � � _ -- -F � �, � � N \\ �/ � 8Il � = -- i 7 ,'� /; /� � �2 124 PERMIT DRAWING SHEET 3 OF 11 � � END CULV ERT -L - ST A l3 +34.33 �� 'c; � � , , � � , , , � SPECIAL LATERAL V DITCH � � � SEE DETAIL 4-2 � � �_� � � ��1 5 JOANNE CRUMPLER PHIPP�'r I �nin PRn lF(�'T PROJECT REFERENCE NO. l7BPo4oRo94 RiW SHEET NO. ROADWAY DESIGN ENGINEER \\��1111111///�/ i ;' ��e��'�C�'�' ��% �• .9 =cv. SEAL :Z= ;��. 034371 ;��\ ?� � •.�`.,�G.INE�•'� �`�: ,''��ON � . �p \`'. ��iiiiiiii�� SHEET NO. 4 HYDRAULICS ENGINEER \\��11111111//// ,��'��'�N �AR� ��'�-, : =O •��Vq� �7/9 : = SEAL = ; ��, 046226 :�� \ ��0 � '�GINE�• .��: �''%� M. P P�S�`,. ��i�iiiiiii�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED (] 7 z Prepared in the POT Sta. �,J +0/ .�J Office of: C��It NC FIRM LICENSE No: P-0339 � 504 Meadowlands Drive 1r ,G�A�pENGNEEp�� Hillsborough, NC 27278 � (919) 732-3883 - (919) 732-6676 (FAX) �� SEE SHEET C—1 T 0 C-79 FOR CULVERT PLANS � � ; ;;J , z�� i , � i ; �. , SOUTHERN STARS HOLDING COMPANY,LLC � /� � � / "�� ti�� / / ��, � � � ��'' � � � � �`�� / � * , , ��EXISTING R/W � � _=- �� i =� � � i GUY _ � � � �- �� i �— „ , �r � _ _ � �,, �� ,z� ---- o-- --- - — 0 o +, _= = — = .. 0 0 � � � � �� _�_ � — r rsi— — � -�i—�—'�—�`��,_ — — � TO ` TAGECOACH RD (SR 1��0� � < � I5 RCP � � � , � V / `�z = T—i3 — _ �- �"'— �`1� ,,, i � �Uj , \ .,\ _ I � � _ I / \\� �'� ...,�I/ --- � � 'e�..—'_�.__ �� 1Z — _—I� N �� —_ _ � \ _ 1�� _ i �j ' °`� � - L� � EXISTING R/W I I �� - ---- i --- -- --- \ `� ,� --------- � � � � � i � �W 3 � -L� � ----- ` � � I � 3 � � � � I �ANos�AP� � � ��', � __ �� z �,�� DENOTES TEMPORARY � �R�� 13� �� , ��_ �,� �� IMPACTS IN SURFACE WATER � � ISBD / � b�f3f) � _ _� � �`' �� - � � � � DENOTES IMPACTS IN ' � ' � � � � L�� SURFACE WATER ,� G 0 �AN � � ' BARBARA W BATT� DENOTES FILL IN � DETAIL 4-3 TAIL DITCH ( Not to Scale) Natural Natural Ground �,� ,�.'� Ground D DDE= 18 CY Min. D= 1.75 Ft. � Length = 65 Ft. iv JIA. 11+4/ vrrsti +tsu.zsi ri LATERAL BASE DITCH J � N 0/-�� V) � � � I � � � Q � � 0 � W V � O 0 � � � w � Q � O v � W � � w � � � � � �� d� � I N � �-��, ,� - � r � � �-�� `-�-��-r-� ��3 _ l23 . . . . . - - � _ . b�[ _ _ ��M c�%r S2' _- _�— zzt:J _ �> �9 150 140 1 �0 120 114 � �� 90 � � 8�_� �, � � Q�, � � �� 70 �� o=� N �� Q� � �� o�� '� �� B WW F F WETLAND � � � �/ SEE DETAIL 4-1 N � ` \ � E� � TIE TO EXISTING CHANNEL HAZEL H, POWE�L o2 �r i j TIE TO EXISTING DITCH � i, � �� e � B jf �� s a �,� �� DENOTES MECHANIZED ��i` � N ti 110 I� ''� I . ` j � � � � CLEARING BE�IN CULVERT � �� R�P �P `� —L— STA 13+09.67 v �r SEE OUTLET i � � — — DENOTES EXCAVATION DETAIL BELOW � N �' '�, /� , ! � � � � �I � � � , I N WETLAN D � I � W ii � . �, � . . . . . . . ___ _ _ � : - INLET TYPICAL Z __-—-: � ___�___ _�____ _---- -_ _.__ _____ _ _ _____ ____ __ _ __ _ ___ ___ _ __—_ __----- _ __- � � _____—_ ------__ NOT TO SCALE �;, -L- S R 13 3 9�S HARP E STO RE RD .� � ', - ; (LEFT TO RIGHT LOOKING DOWNSTREAM) � � � \, <, �, _. I �� CLASS 'I' RIP-RAP — _. I � J � � = U '_ Q� t I� W/GEOTEXTILE \ _ . ��a.e: _ i U � n �, � _ _ COIR FIBER MATTING — � � i � I= i_ _ _ � �-_ — _� i _ __ _; W � v _ _I� � � o � I � _ O � V q Q J . i J �.Q „� � � �. _ � � �I --, , � I� f� I � I . ,�.�.'j o �� ._____ ___ _ _ �._ _ _ � '�I c� � o \ � a � - Pl = ll +25.00 Q � � Pl =_ l5 +70.00 i _ ,, _ � o � Q � � ��.�� s _ _ — o � ; _ � � EL = l20' � W _: EL l23 � Q � � � �oo ,�? � 14 , n i� ; � _ , _ � �- _ MILLING o � oi o° VC - 200 VC - 350 \ � �v o �, � � � � � � Q Q t I� _ ~ J �I _ � CV •__. ' I �f' N <O o �1 JI � �1 I CLASS 'I' RIP-RAP — ° � �' ry./ . I �j (/�. lv � � V �j ' - K - �I7 � � � � K = I42 � cl; rt nl \ � : : W/GEOTEXTILE a° �'�, / o - _-- o 0 _ _ _ _. �° ` J a�� — CLASS 'I' RIP-RAP I___ � � �- I D= J�J� MPH J� J� I: �' D= 6D MPH '1� � I � � _ KEY IN 1.0' — — � W/GEOTEXTILE I • �<C -}, � I � Q � 1` V � I �- , � o _ � _ II II � � 1.5 _ Ml LING � ; � � � � �� u -, , : ; __ __— v �u e � \ oo a� •! � � �o� �o - � _ - o ,, � �W �: �� 3 0 00 �. Q Q o + o .� � e � � � ---�-'_ i II � � �I �l � �I DAT : l�b�l8 S,/) rr� � \ \ �-'. . _ . . � ! �: . 79� � - � Z � cv a (+)3•�� ` -- _ _ _,_ _ _ , . , � , � � � � � J -- � + — i � � �I - i -\ , �u cn �u m v� W ( +10.5506% �- : _ - � i _ � _ i _ ___- '� _ -' -- �- �. � /52// ---.- � ° BEGIN GRADE � ° �� ---- � -- _ _—.___.�_ —�� _, _�_ �--- - - — -------�— - ,,_ . -- ---------- — o ---- --- e I -L- STA 10+25.00 -- �---- -- -------------- __ � � __� ___ ------o - " �� o � i E� - l2/.l4 __ i � --- (-) Q�- - -o __r T - - - - i- - - ; - - - _� )1.2(�72/ o - . � _. �C --- O �I - �-- � � - � �+� 0.526- � : v � � � � _____ : _ _ _ _ II �� I� � '- � I � i - 1' SILL i i 2' SILL - - — _ � _ � � � � _ J _ _�. � __ I. - ' EXISTING GRADE 11O a i , � _ : . _� - � : I � _ � . �_ � � I� . �I , _ _ - -- 2 @ 12'X5' RCBC AT INLET � J � _ I � � �- l. __- N � _ -1.5930% _ Q ' - � _ ! � I �� EXISTING BRIDGE � � -- . � N � �-_._ � rt C�J _ � . END GRADE -L - ST A l7 +50.00 EL = 127.87 _ :�^ '___ ___._'_ '_ ___ EXIST lNG GRADE 3.4770% � BENCH VARIES — KEY IN 1.0' 0' TO 12' EST TONS CLASS 'I' = 35 TONS EST GEOTEXTILE = 45 SY EST COIR FIBER MATTING = 16 SY DDE = 12 CY OUTLET TYPICAL NOT TO SCALE (LEFT TO RIGHT LOOKING DOWNSTREAM) CLASS 'I' RIP-RAP — W/GEOTEXTI LE COIR FIBER MATTING — � _.I--T— -- — — � B REMO ED Q � � ,<, j °� ,�8,� ii � J __ �� - � � � �N �N � �- - i: - ��}.o�°oo � ��---- �� cV�a �� .� W:�� : i n u ' ��u � �'� oo �o o�/ � � I� �� i _ � ? c ,� � o � � � �I Q J -, I I I i �� . ' � W . �� _ C LASS ' I' RI P-RAP — �o � �1,•/ V I _�I I V � � � � � �I � � � W _ W/GEOTEXTILE , °o �j. / -� � _ � l N 1.5 �o -�`� -� oc� — CLASS 'I' RIP-RAP � � _ , W/GEOTEXTILE !I _ �+ � I..��. _ _ _ V j} �� . KEYIN 1.0'— 1.5 I, _ 0 0 �, � CULV ERT HYDRAULIC DAT A Q Il _ � ` �� Q • � + � DESIGN DISCHARGE = 330 CFS � �' _ I m� W -?��-- DESIGN FREQUENCY = 25 YRS --- - , - - - - - - _ . i - -- ------ - - ---- - � � � � � � � � � , _-_ :� � _, _ DESIGN HW ELEVATION = 118.7 FT i �l c,� �-- , , , �� %I FROM STA. 13 + 30 TO STA. 17 + 25 -L- LT FROM STA. 15 + 00 TO STA. V+ 50 -L- RT � �� 118 � 118 118 � �' TIE TO EXISTING DITCH � POT Sto. 10+00.00 2.� -D E B�01 �� ZZI �// — T S�r _ =`<I� I N.� F �';N BEGIN PROJECT -L - ST A l0 +25.00 TIE TO EXISTING DITCH ' BM #2 : R�R SPI KE I N 12" MAPLE BASE DISCHARGE = 5/0 CFS :- .. -: ::: � -BL- STA 11 + 24.16, 95.05' RT --- BASE FREQUENCY = l00 YRS , - � i -L- STA 13 + 87.04, 82.91' RT - BASE HW ELEVATION = 119.7 FT LEFT DITCH - - - - - - - - - - , ; EL 118.84' - OVERTOPPING DISCHARGE = 550 CFS � OVERTOPPING FREQUENCY= 100+ YRS ' OV ERT OPPING ELEV AT lON = l20<l FT R�GHT DlT CH - - - - - - - - - - - - - - 10 11 12 13 14 15 16 17 � _ lk'I BRIDGE NOo 97009/ � � �, � � �, 0 BENCH VARIES — KEY IN 1.0' 0' TO 6' EST TONS CLASS 'I' = 19 TONS EST GEOTEXTILE = 23 SY EST COIR FIBER MATTING = 6 SY DDE = 5 CY NOTE: BACKFILL TO TOP OF SILLS W/CLASS B RIP RAP 150 140 130 120 1l4 �� • , .� . 74 _ I_ . 75 : 70 65 ---b0 � 55 — = 50 - __ 40 _ -1__- ----- - � : --�-- 35 30 �� _ -- ------_ _-- - � - ----------------- � /20 - _----_-_-----------____ -- - - -- � -..__- -� � � � � � �-; _ a -- J- -- //5 �i� _ _- - . . -----.-___ -- --- - _ _ . - ----- - - --�- ___- _.� /20 �-_- : - -- --___ ------- ------._ --------___ �� /20 i ii.� _ � _ . _ . , -� , , � -- - — - - - - 0.025 0.025 . _— _------- - -- - ----- -- -- - -- --- -- - � --_ ___ - -- - �- ___ 3 -- - 3' _ _ - - - ------ . � -------- ------ 3'� 3 ___ - --- . , .� � � � � . � - _ _ � -- --- i i--�- - -- - _�� ` � � � � - � � � � - � � .. - L _ - _ . - �� __ _ _ � _.,� _ _ . -' I —�- 117.64 - 117.86 __, __ _ ,__ - ' _.- 120.10 �' _� _ � ��- � 0. � � _ -__._- �------- _-------------------=-_ -_ _---------__ .- _ . i i !.... i , i � i a i _— i i_� i �-- s---� —�---�- 3.� � ______ _ ��V.�O Prepared �� the N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office of: Su��IT 504 Meadowlands Drive . . . .. . _ _. _ _ . 1r Hiilsborough. NC 27278 —. -- . . _ -- ---. —,. . -- . . _ __ — . _ _ . . . -. I I , . __ . . ..-. -. , , DESKrNANDENGINEERINOSERVICFS (919) 732-3883 �j �/ � � � � � '- � I �I �I I I I �I �I �I I � (919)732-6676 (FAX) I • • • /� — � _ _ , ----- —. . _ _- _I_ . —. ,_—,--, , _ -._ 10 5 0 5 -': 10 '� - 15 .�� 20 ' 25 30 -��_��-_ 35 - � 40 - 45 �- 50 -�-h'-'�J� 5 : 60 I� � 65 -I -1 70 � i 75 \ r T 1 � \ 1 1�. �` � � i?� �T :� ?� � � � �_ _: __I 0. 02 5 .-- 0. 02 5 � � � 120.37 _ 10 � 75.00 � �i-_� , _ �� _ . � _ i-� ___ � __- ---- _ __--- -- --- _ . --- -. , ,_ ,- � ,- .___ -- �-- _ _ 3.� _- , , - - 3 .� � , -__ - ___ , � i . 117.98 - ' _ ; �� . : - : - - : -� ,-------- -- , -- --� , , , 0.025 . 0.025 ,-, _ 3• - � •1 -- - . � __- ___ I ,, 3 __ _ , _�_� ------__ __._ ------- --- _ 118.70 _ � 120.74 � 10+50.00 /20 - ------ -_ 3 - -_ — __ , __ .. -- ° —_ . --___ ____ _ __-_ _-_ _ �i ---- --- . _ . __ . . ___ _ � i 118.55 //5 3'1 __-- i i 3 �� __- --T� ,-� � - /20 � //5 ��_ -�--_ I: ��o I. �20 , � �'L «�� ;_,_ ��o /20 I� ii� 1J-w i -- -- - --- -- _ --- _ , -- -- _ _ , ------�- + ��------------------ � /20 � � � � � � � �� ,; : _ _ �_---_------_-----`_--_--------�- � , � � � . _ _ _ __ _ ,- � � �� - � 0.030 0.034 -_ ,� � _- - _ � � , __ � o � _--- -- - ---_---------- -� _ /20 ---- -- - - � � ---------- -- ------- ---__� ��-- —�� i� � _ _ � � � � : �'��: � _ _. � � � — ----- — — � � �� '� ii5 � . /201 _ ----- _ . _— _. _ . � � _�_ � .. _—__--- -- — — — I_ � - 121.14 �- ii5 � � � � � , ,; , �' ii.� � � � � � X� � ,� � � a� � �� i �� o =� � iY � � �) ��; Q�� o �� o �. _ _ � � — — — — — — — _ — — _ _ _ _ _ _ ----------------- ----�— , __, 20 15 � _ . -._ _ - _, � 0 . 02 5 _ : 0 . 02 5 , : - - ___--- - _, _ _ .� _ � � : . . :� ------------------ 3. _ 3. _- -- __ -__3 =- 3 -- I _ — _ - -- . • ,--� --_ ` ,- - _ - _� _ _ - -_ - _ _ -- _- __ _ __ __ - - --- _ _ _ _ ____ - _- - �� 117. 3 �� - � _ _ - 117.1-� � 119 . 85 _. �� _ -_ �' 11 � 2 5 . 00 - 10+25.00 � � � � ��o �� _ � � � - � -� � : � � - : - : - : li �I� _i = -- _-- ,I �I , - - ��. -----' ----• ��------------- ----- --------i -- -- — — il I � � — -- — � — — — — — � � � i I � '� B E G I P ROJ E CT L STA. 10 � 2 5. 0 0 � N , i , , � '— _��,_ _------I— —__ ----------� _�__ - /, // I i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i I - - � /20 _ _ _� 121.60 I � � � �0�� . _ //5 L � 0 5 � � � � � � �. ��. ��i_ � �� _ 10 15 20 25 30 35 40 45 50 55 60 65 70 75 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 _ I_ . _ _I _--I-- . _ 75 70 65 ---b0 � /20 � //5 � _ __ �____�_-- � ___ � _ 55 — = 50 - __ 40 : _ -1__- ----- - l. ---�---� 35 30 �� 20 — _---- — . . . .. . _ _. _ — ., —. -- . . _ -- ---. —,. . —. , . ._ __ —. _ . _ i i i i __ , i --� — � � � �� --- I � �I �I I � I _ I _ , I ----- —. . _ _- . _I_ . —. ,_—,--. 15 _ 10 5 ' 0 ' S -': 10 '� - 15 .�� 2 0 �� 2 5 Prepared �� the N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office of: Su��IT 504 Meadowlands Drive �r Hiilsborough, NC 27278 DESKrNANDENGINEERINOSERVICFS (919) 732-3883 /j p ('] /j �/ ❑ (919) 732-6676 (FAX) 1 7 B P • `i • R • =J `-1 /� � - 30 ,- 35 _, 40 _ 45 �_ 50 - '-'�J 5 - 60 �' 65 _I _I 70 �. 75 - . �� _ �_�_� ____ _ __- � �--- - -- _ _ _ ___._ � _ _ � _______ _ _____ ______ , _ �� , � � , a -_ _ i -- '� 0. 02 5 . 0. 02 5 ,-- -_ __ , ___ _ --- _ _ _ _ , , � � �� _ __ __ __ _ � --- ------------ _ �I /20 3 --- --------- -- -------------- ---- - ---- - • ----- -, - I- - _ _ _ - ---,---- _ . _ _ __ -� . _- �. -. _ _ _ __-__ , _ - _ ; __ , _ _ _________ ___-,__ _. __ . . _ _ - __,- �__ _ . .__ _ �_ . � - i _. — �—�� , .Z�— _ _ _ _ _ _ _ � � � � � � . � _ — _ ._ . __ — ---- I I I I i ��O.�V — II . � 16.73 _ - - �� 5 � I� . � '� � � _ 12 � 75.00 _�_ �. i � i , i i ,_ __ _ - � - ----. ___ --------� ---_ ___---- ii /20 _ - - : - . _____ _--- _------ -------__ -- ___ ._ _ _ , _ _ - _ - _ - _ - - _ - - - . --- --- : : : - -- -------. -- - � - 3 , �- . , ----- - --- - - - - = _ _ - i i � i i i: � i -- , ; ; � ' � � , � i _-. __ _ 116.8' � _ _ i i i � i i � -___ V - �� 3 �� ____- �'� . -- --- -I __' 0. 02 5 0. 02 5 � - 119.94 - _� 12 + 50.00 4: � �. '� P?�� n � �-i �� ; ;� � � � � _ _ _ - -- --_ ____ 0.025 __ ___� 0.025 - -- ---_ � � - - - - � � � __� _ � __--- -- --�- ---- '-- --- -- - -- ------- � -_ _. '_ _. /20 ___------------�--------------��-.-�- _____ 3, __ __ 3•1 __ ----------------- 4�� ' _ -__ � ____----- ------------ _ _- ---- -- ----- _____ _ _ _ _ - _ , �� — i � � -- ' „ _ . � �_ _ , I _ ��.�_ �- �� 116.89 _,, 1T9.62 _ _ � � 12 + 2 5. 00 _ ��o = - , _ , , , . � _ _ . , . 0. 02 5 - . 0. 02 5 , . � � /20 ---__ _-------------' --------------__ � ,� -------- -- -- ___3.� 3 ,____--- ---- :------_ ______ 4:I • --------- . . --- __ ----- _ _-- _ _ ___ _ _ - _ i � - _ - - - - - - - � i ; _ , ii5 , 11 .9 119 .5 7 � � � � � � 12 --I- �0. 00 . , , , ._ //0 i i i i i i i i i i i � _ _ , _ � - _-. _ � � - , /20 -----_- --__ _ � , : : - --- -------------------------�____ _ . . _ _ .__ ___ ------- ---_ ___ - 3 I __ _ _ -- ��5 � � � � � �� _:: 17.04 �� o �. _...� . � � , �--� � I I�� - I- � , l20 ----------------------------- � ------_-_�____ _ 3 : _� . _ _ - -- - - - _ � � _ ;1�7.�� //5 � _� � � � � � X� � �� o �i �� o=� Ni Y — _ _ . . . . — _ _ � � �) � � ��; , a� � 75 70 65 60 55 50 45 40 35 o �� , _ __- _ _-_ ''-- � - - �� ---------� �-IL ----- � _ _, �- -- I /20 �' «�� o � � � - /20 ' ii� r�o ; , , , , , , � � � , ,___ I _' _' __-- /20 � � --- --- ___ _-- ----- ------- � _-- ------ � � _--, , --- - - - -- _ _ I -- - � : 0 .02 5 _, , 0. 02 5 ,-� . � � , -� J�- �� -- - I II I I , �, _ � �� 3'� - ------------ -- 4:I . . , , _- --- ---- - ---- ____—_-- ----_— __�_^_ _--_ ____------ ------- _� _ _ I i I i i i I i i i i i i i I I I i I I i i . . _ � � 119.56 � 11 � 75 . 00 - _� �_ . __ � � �- I-I - -- --._I I _I I-- -, , 1 �I - - : 0.025 . 0.025 , -� - : - - � - - - - � � � � ii lil, Ii _ � _� _. � � � I � � � 3�� _ __ ------------------- __ 4�I - �- ' __ - --------_ _ --------------------____ _ � ___ ___-� ,- _--___---- i _ -_ _ . �_i _ _ � _ _ _i i � i 119 . 6 9 -- ---- 11 � 50.00 � � � �r . � � � �. �, i,—� i � � � 30 25 20 15 10 5 L 0 �' ii5 //0 � - -� - -- � , � � � /20 _ __� —___ - - _ I�,_ � ��.� ��o �� , -- --� /20 _.____� I I __ 1 _ _i i i _i_ _, ' I //5 _ - I iio � � � � �- � � �. ��. ��i_ �, �� _ 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � � � � � X� � ,� � � a� � �� i �� o =� � iY � � �) �� Q�� o �� _ I_ . 7,5 - - 70 65 =-----b0 55 - - 50 - __ 40 : _ _-1__- ----- - � : --�--. � - - � � � �2� �_� ---_-_- __ __ ._ i _I � - i � i -�'----------- . //5 �� Prepared �� the N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. 504 Meadowlands Drive Office of: ��1r�1� _. _ _ — - —_ ----- -- . . . _ . Hiilsborough. NC 27278 _____. . __ - _ __ ____ �r _ _-_ _- ___________ __ _ _ ___ - . _ . . . . . -. .._ . . . . . . . _. . . . . I I . __ . . . I _..-. -. _.. , _._. . . I I DESKrNANDENGINEERINOSERVICFS (919) 732-3883 �j /j p ('] /j �/ fI I I I i I I I I I I I I I I � I I I I I I I I I I (919) 732-6676 (FAX) I �•`i • R•=J `-1 /� ,_ _ _ _ , - -- -_ __ _ - -- .---- _ _ -- 35 ', 30 25--- ' 20 15 _ 10 5 , 0 ' - 5 _' 10 '� - 15 ', 20 . � 25 30 ,- 35 __ 40 _ 45 ,- ; 50 �_��_ ;5 _ 60 �� 65 _� _, 70 i i 75 _ _ . . _ . ' . � � � � � � � -I____ � - I � - 3. _.- -- ____� � _ � _ � = 116.93 /20 � _ � � � . � ' ' � � --------- ----- � — � — i i -- — . ,,, _— . _ — . _ . /20 - , //5 � 3•� � - 116.80 , i � � � — — — — -- — — -- -- . . —_ -- --- — — . _ .. — � � -- — — _ � � '- 0. 02 5- �- 0. 02 5� _ _ -- 1 __ 4' � 3' ' • !_ _� ____ • _. ----------- -- -- - ---- _,_-- - -----------_--- - -- - -- -�---,_-. . �� - --_ -. -- . _ _ � � _ _ _ _ _ _ � � __ __� ,� � �- - _ �. - . _ _ _ _ � � - _ _ - - - - - - - - - - - _ � - � .�� 14+25.00 = , -� 3 :� � � i � � � � � � � �_ � 3-' � � �_ 0.02� -� � �- 0.025 � � �_ �_ - 3:� . _----------- -------- . ._ .. -- --- -__ � � i � -� _ _ �__ -__ __ ___ ,_ , _ _ _ , . _ _' __ 120.16 __ ' 14 � 00.00 ' � . ii �i�� ; �; �� i � i � i ---. i _ � i�i -- --- - - --- -- - - - I �II . i i - - - ._ _ - -- - _- -- 0 . 02 5 _ - 0. 02 5 : � � � - -- - -- - _..__-. ; � _ ___ _ _ _- -- - � � � � � - 3:� _ i i i i i i � � � __--------- --------- •1 __ ------- . : -' ' 3 � '� • - -- _- -- -- . . - - - - - - -- .� . _ , , , _ ____ _ _ _ _ _ __ __ . � __ —_____ ---- ----- - - - - - - - . _ ___ , . 3•� - ---------_ ---_--------- , _ _- __ ._ _ .- --___ _: _- -- ___ �i - I I - . _ _ _ : ----- 120.27 ' _ _ � � 116.67 ' ,__ - --- ------ � 13 + 75.00 - , _ /20 , , � ----------------------__ //5 � � ��-�� _ _ _ � � I- � � . - __- ' ' -� 3 .� _ - �. - ------------------ 3 � __ :� ' , , _ _ ,� . -_� � � �� -�� -� � �- � 116.55 II -I � �� ,--- � � � � ��—_ I_ 1 I � � �� - , -- --- - _' � � ,., �� 3: � - -- --- - __ _ -- _'� �� __ _� i i -------------_------- I _- I �' �� i �� , --------_ '� '� -- - - - - - i i i i i � A,Q l i _"_ _ �. - -� . 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Office of: Su��IT 504 Meadowlands Drive 1r Hiilsborough, NC 27278 DESKrNANDENGINEERINOSERVICFS (919) 732-3883 /j ('] /j �/ _ /� ❑ (919) 732-6676 (FAX) 1 7 B P • `i • � • =J `-1 /� `1 - 30 -- 35 40 - 45 �I_�I 50 - '-I- 5 - 60 �' 65 -I -I 70 � � 75 � � � ��i � � � � �, � _ _ � . . 125 ----_---------------- -_------- ------ . - : l25 _ --_, ' ' 0.025'' _. 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' � . � . � 70 65 60 55 50 45 40 3:� � , , -,- - --,- i � , , � � �-- ,. ��----------------- ---- - I r--, I�� ` _ II -_----� , � : , --- __ _ -_ . 0. 02 5 . 02 5 - - - � : 3�� .-------------_. 4'� - _ 3. _______- ----_______ __ __ _ - _ -•� - -- ----- , �-- _-�- - ---- _ _---� ; � �,_ _,__ - _ -- - -- � i � 117.53 � 120.38 � _�_ - - 14 + 75.00 -- �� -----=-= �� , , - . r r �=- � �� -----� ------�--- -------i-�.i____ � ��ii-i-i-i-: _____ __ ------__ -___ � 0 . 02 5 0 . 02 5 - _ -_ _ : _. __ - , , � - � --------- --_ 4�� : - - __ 3.� 3• ____-- ----------------- -_ _ --- ___ - -- _ _- --_ _ _ _ -__ _ _ _ _ _ - --- ----- -- --- - _ i - � - _ _ _ ' _ � � _ - --� � � � � � � � i � � � � � � � � � � � � �� ,--- 117.2 3 ---- __ . . 12 0.2 3 ___ _ __- ; � 14+50.00 � T, .. � � � �r . � � � �. �, i,—� i � � � � 35 30 25 20 15 10 5 � 0 � � � � � � � � �� - 5 10 15 20 25 30 35 40 45 50 55 - /20 I I� ' //5 _ /201 --__ _�' � � '� /�5 /20 �� _- - _ , //5 ' I ' ' ' ' � I I I I 60 65 70 75 � � � rn � �� Q �� oi N� �� a� �� 06- WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Temp Permanent 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 11+33 to 14+23 -L- LT Roadway 0.03 0.04 0.07 0.02 1 13+27 to 13+40 -L- RT Roadway < 0.01 < 0.01 1 11+13 to 11+75 -L- RT Tail Ditch 0.02 0.02 1 13+11 to 13+32 -L- LT & RT Culvert Fill 0.02 41.00 1 13+08 to 13+26 -L- LT & RT Culvert Stabilization 0.01 26.00 1 13+07 to 13+27 -L- LT & RT Culvert Dewatering < 0.01 ` 12.00 TOTALS': 0.00 0.03 0.05 0.09 0.02 0.03 < 0.01 * 67.00 12.00 0.00 "*Rounded totals are sum of actual impacts"` NOTES: Total Temporary SW Impacts = 259 sf F3'iF 'iF3'F7