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Home My WebLink About20190465 Ver 1_17BP.4.R.92_Permit Drawings_20190402 (2)_20190410�� li�.;i74��11:• North Carolina Department of Transportation 5t[)rt11�v�P1' Highwa Stormwater Program �,�.,�.�,,,� y STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.4.R.92 County(ies): Wilson Page 1 of 1 General Project Information WBS Element: TIP Number: 17BP.4.R.92 Project Type: Bridge Replacement Date: 2/21/2019 NCDOT Contact: William Cail, P.E. Contractor / Designer: 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: qcail .ncdot.gov Email: jason.patskoski@summitde.net City/Town: Elm City Count ies : Wilson River Basin(s): Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.152 miles Surrounding Land Use: Rural Area with Agricultural or Residential Land Uses Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.46 ac. 0.38 ac. Typical Cross Section Description: 2 lane road with 10' travel lanes and 6' paved shoulder with total bridge length of 41.15 ft 2 lane road with 10' travel lanes and no paved shoulder with total bridge length of and width of 41.45 ft 35.43 ft and width of 25.52 ft Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1120 Year: 2025 Existing: 450 Year: 2016 General Project Narrative: State Project 17BP.4.R.92 involves the replacement of NCDOT Bridge 970092 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 riprap lined special cut ditch with grassy 3:1 sideslopes on the right side of the roadway which outlets 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) � � � � � � � � C � � � � �� Q� �� o � o�= NZ o � �N�j � �°— Qo � o� N I� Q 00�� N O� . . � . � � ., � � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet �s,�� ,'P/ � , ly 6� � , � � T� �s ,S �.� , ,, , �5� , F , _� �,�� TO SR 1619 (BARN ES ST.) �� LOCATI01�: BRIDGE 970092 01� SHARI'E STORE RD. (SR 1339) O VER TO W1� CREEK TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G PERMIT DRAWINGS z n 0 �z w n z� no N 0 PERMIT DRAWI NG SHEET 1 OF 11 BEGI N —L— STA STREAM AN D WETLAN D IMPACTS C U LVE RT ��'s— �� Fi� . 15 + 42.42 �` �� \ �s. -\ �� \ , N N O � O O • � ,� / A1�D CUL VERT END CULVERT —L— STA. 15 + 83.58 BEGIN PROJECT —L— STA. 11 + 00.00 � � f\ N \ � , ;�,,/ ` \ � �� ,� �� ,\�� \ i � i/ � � , ^ S �1 � `1S � 90% PLANS END PROJECT —L— STA. 19 + 00.00 e � �' � ,\ ° (' �� I _ � � ��v ��, � � � � �� / � ,. �� /o � � , � �� ; / ls �� r'� � SR �3 F�o 40 � cy Ro. J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored In the Office of: HYDRAULICS E11tGI1�EER ��,,�� „�,,, GRAPHIC SCALES DESIGI� DATA PRO ECT LEI�GTH 504 Meadowland Drive ,,�� N. �QRo '�%,, J � Hillsborough, NC 27278-8551 : =Q��E�� /�i9�:; Voice: (919) 732-3883 ADT 2016 = 450 Fax: (919) 732-6776 ' SEAL 50 25 0 50 100 ADT 2025 = 1120 LENGTH ROADWAY PROJECT = 0.144 MILES DESIGNANDENGINEERINGSERVICES www.summit-engineer.com = : O46ZZ6 ' = Q0� �o�p� FIRM NO. P-0339 = �.. .: �\ �� C�, o T = 6 p�0 * _ 2018 STANDARD SPECIFICATIONS �%��Q ''• �bGINE,�•'' 0�� Qp �� L ENG T H S T RU C T U R ES P ROJ EC T - 0.0 0 8 M I L ES % ti� `�,� � �o PLANS V= 55 MPH ,, M PP�S �, � TOTAL LENGTH PROJECT = 0.152 MILES SIGNATURE: PE ��i��„�iii�„�`�� a 50 25 0 50 100 RIGHT OF WAY DATE: �' BRANDON W. JOHNSON. PE ��,,,,""",,,,,, a o PROJECT ENGINEER ROADWAY DESIGIV ,��N �ARO��'%,, � o * TTST = 3% DUAL 3% NOVEMBER 6, 2018 �' o��v��..�L - �' a PROFILE HORIZONTAL E11tGI1VEER ��:�� q� �.v =: �� Q�Q � � _�� SEAL ��.Z_ � o FUNC CLASS = LETTI11lG DATE: FAITH E. JAHNKE, PE ;��.. 034371 ;:�\ °� �r°3p�� 10 5 0 10 20 0... �IN�...'� CHAD COGGINS SEPTEMBER 24, ZO�9 PROJECT DESIGN ENGINEER .��//ON ,O\\\`; LOCAL RU RAL 11tCDOT C01�TACT: ;�� ?� SUB-REGIONAL TIER DIVISION 4 CONTACT P.E.�' '��. PROFILE (VERTICAL) SIGNATURE: • DETOUR ROUTE N 0 � > w � � � � � � � � � � N � � Q �� oa i �� o�o o�_ �,_ �N �� a� �� o�� BEGIN PROJECT -L - ST A ll +00.00 3 Sta. = 14 + 52 -L- LT Q2= 0.13 CFS NANCY WELLS DRIVER V2 = 1.15 FPS 2 d= 0.24 FT s = 0.013 FTiFT n = 0.035 B Liner= GRASS SOUTHERN STARS HOLDING COMPANY, LLC �� Sta. = 14 + 52 -L- LT � � c�10= 0.17 CFS \ L I RIP-RAP V10= 1.28 FPS \ d= 0.28 FT SEE INLET s= 0.013 FTiFT �ST � DETAIL BELOW n = 0.035 Liner= GRASS `��q�j� �� BZ ) V DITCH ; � � SEE DETAIL 4-2 � � , � � �� - - ,� ; � �, s s � �- � � � ti ,� � ��, � �s \ � � � �s - a � _� � � a �� , �_ TIE�T � � _ _r-.� , . >-, , _n, � . . . ,_r� � . � STIN �`` � � � �,, � EXI �wCe_ � t �ri� ��,�� -- - -- -- - � ------- - - � ,_, � �, � � �-� -�- ' A _ � - � � ti� �� - _- -� � � � F _ �� r��k, � �- � ---------- > � F _ ------ --- -- . - -- - � - ---- - -- - _ - - , , -1 -- = t = _ -= _� -_ _- ---- �_ - _ -_ = - __ _- - _! �-- M N r O r N � I u = __ -=t -- � N � o N N 4 /8 4 � �--- - - � i o 0 0 0 0 _ " � --- � � � � n o � � � c� � ' ��39 ` �. Pc - ��- - - �� 3 13'X5 RCBC - - � � • --- --- r - � - ;-- --- ------- _ - - --- --- -- - - - - -- -- - -- �---- - ------ _ ----- ---- � �, .-- - i ' - - � - ,�� -ti, �.. .< F - _ F F REU TL- - _ -� , __ ��_ - L - C ' � � �, � � , ---- -- -- �_� � - " � ---- - �- �� - � - -�� ,, , . �.. � _- E , -- �h,�T��r,r, r,-;�,; C � E , ��E,� '� / � TIE �9 EXI�TING DIT � � TEMPORARV PIPE FOR LVER ONSTRUCTION � RIP RAP LINED SPECIAL CUT DITCH " SEE DETAIL 4-3 I ERVIOUS I E FOR CUL�RT ONSTRUCTI DETAIL 4-1 TOE PROTECTION ( Not to Scale) �� FILL NATURAL ��,'C�� SLOPE GROUND d � GEOTEXTILE d = 0.5 Ft. Type of Liner= 8 TON CL B Rip-Rap, 9 SY GEOTEXTILE ROM STA. 11 + 25 TO STA. 11 + 75 -L- LT D ETAI L 4-2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � '� �� Fill Ground pR 3•� ��O'�e Slope F��F D � Min. D= 1.2 Ft. FROM STA. 10 + 75 TO STA. 12 + 25 -L- RT FROM STA. 14 + 50 TO STA. 15 + 38 -L- LT FROM STA. 15 + 80 TO STA. 18 + 35 -L- RT 150 140 130 E TIE TO EXISTING DITCH � � �E- IF � � IF PROP CR' SPECIAL LATERAL V-DITCH BEGIN CULVERT S A EL. 1191.� SEE DETAIL 4-2 CL I RIP-RAP -L ST A l5 +42.42 SEE OUTLET N TIE TO EXISTING DITCH DETAIL BELOW � .. .. D ETAI L 4-3 RIP-RAP LINED SPECIAL CUT DITCH ( Not to Scale) � Front 1 � Ditch °� 3., T 3.�.n'c16� Slope d Geotextile Min. D= 1.1 Ft. Type of Liner= 35 TON CI B Rip-Rap Max. d= 1.1 Ft. 62 SY GEOTEXTILE FROM STA. 14 + 50 TO STA. 15 + 55 -L- RT � � : ' � � � �: s • . . .. �\� �- \,, --- �2� 1�0 � �� • , . , . 70 CULVERT HYDRAULIC DAT A DESIGN DISCHARGE = 440 DESIGN FREQUENCY = 25 DESIGN HW ELEVATION = 117.8 BASE DISCHARGE = 670 BASE FREQUENCY = l00 BASE HW ELEVATION = 118.6 OV ERT OPPING DISCHARGE = 660 OVERTOPPING FREQUENCY= l00 OV ERT OPPING ELEV AT lON = 118.6 PT 1 RTHUR VERNON BATTS (HEIRS) _ , _ , , BEGIN GRADE -L - ST A ll +00 - EL = l2/.5/ EXIST lNG GRADE 1 -2.78/9% Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT S �1E 4� OR EN /v1 � CF5 /2 +77.45 s= 0.0 4 FT d- 0.003F FTifT n = 0.054 n = 0.035 Liner= CL B RIP RAP Liner= GRASS Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT Q10= 5.7 CFS Q10= 6.6 CFS V10= 1.79 FPS V10= 1.58 FPS d= 1.03 FT d 1.18 FT s= 0.011 s= 0.003 FTiFT n = 0.054 n = 0.035 Liner= C L B R I P R A P Liner= G R A S S Pl = 12+95. : : p � VC = 3805, � K = //3 �i'� D=55MP z � N Q � N o� Pl = 17+20.00 EL = 117.74' VC = l60' K=98 D = 50 MPH � - - -- E .- - - _- 1 - �t�SVE-- _ - F��'� _ - _ _ -- � �� - , _ , _ � , . �, , ,o = �� , ,. _ , �, , �� "�' AND WIFE � � '� � o \ek, � � ,, Y I AVIS � � , , k �} '�'�c �N� �„ HYLISS CAROL OUTLAW DAVIS o i'- �� \ �w ,' � � ' � � � _ � SPE t LATERAL � ,,� � \ � � V D TCH �j DETAIL 4-2 `�' �� '�� , lS�� iwo � � ��k ; , 4 M��yF� LAWRENCE G. BALLARDo III * `�QCKy � US F�ST R, ,c eqNO FR OSTFR�,JR PT Sto. l9 +15.32 • _ , , r��`�2O �j_ -----------o-- �-�2 -- a a ( -) .33 3/ 2872/ � I �J I � :O� � � I fl � � � CFS YRS FT CFS YRS FT CFS YRS FT 10 11 � +)1.0679% - - - - - - - _ _ _ _ � -��.s375% " � +)0.3056% � \ � ----------- ------------------- HTR 8 TON CL., B RIP-RAI� � 21 SY GEO�EXTIL�' ; � � c��,\ � u Ij� a- �:'1 `I �-`. �z� " -- I � , P -L - Pl Sto ll +77.86 Pl Sto l8 +05.33 �= 2° /3' 2/.7" �RT ) 0= 20' 03' 24.4" (RT l D= l° 06' S6.8" D= 9° 0/' 22.6" L = 199.20' L = 222.29' T = 99.6/' T = 112.29' R = 5,135.00' R = 635.00' DS = 55 MPH DS = 45 MPH SE = 03 SE = 06 PC Sta. l6 +93.0: 6 END CULVERT GEORGE E. TYSON. JR. -L- STA 15+83.J�S AND RUTH ANN EDWARDS INSET S 2' �i `" "' �,� � � � , _ o o �� _ - - _ - ---- � M � �\ F ♦ - - - -- � - o -- �. _-- ,E I DIKE FOR CULVERT ' ----- -- \ _ \ -- ' - R C� TION � `_ � _ =� �CTq O � � �� - � =� .� �/� ^ � _ -� __ � - � , � �-, - � �� \ �- - � - - � O N � � C � � � ' - � � ____ r � o ... � C \-_ „ , � C _ � � � Q � � � � T�NG S �,- , � �� \R;� � �\ � � �4„' TEMPORARY PIPE FOR CULVERT � ( /% ° � �. � � // � � ,. . . CONSTRUCTION � '\ �� ° � ? � L \\\ � ' \ � L L) I "lJ = �. \ \ T � �� / � `', � . ,, � �� _ � �-�� ' �� , � � � -�' �� 0 � "- �� C�R o � q/H � �2�.�� `�'� � � �� T E TO EXISTING DITCH � � w0 � �� , , � � F��, � j/ � A � � �� _"'r,',✓ °s �� \ � �, �,; � :�� • � � . �I �I :i ■■■■■■■■■■■ ■■■ ! ii ■■■■■■■■■■■■ ■■■ ■� � ■■■■■■■■■■■■ �� ■■■■■■■■ - . • • • �� ■■■■■■■� ■■■■■■■■■■■ ��.■■■■■■■■■■ ■■■■■■■■� ■■■■■■■■■■■ . -■■■■■■■■■■ ... - r.■ ■■■■■■■■■■■ ■■■■■■■■■■ .. � ■■■■■■■■■■■■ ' �■■■■■■■■■■ / � .o ' 1� ■■■■■■■■■■■ �O�i■■■■■■■ ■■■■■■■■■■■ ■■■■■■■ � .. �_. ■iiiiiiiiiii �iiiiiii � ' � � � 1i' ■■■■■■■■■■■ ■■■■■■■■■■■ • ■■■■■■■ ■■■■■■■■■■■ - . -■■■■■■■■ � ` � ■■■■■■■■■■■■ � �J■■■■■■■ � ■■■■■■■■■■■■■■■ +o ■■■■■■■■■■■■■■■■■■■■■■■■■■ �� • ■■■�� • ■■■■■■■■■■■■■■■ . ��■■■■■■■■■■■■■■■■■■ � �1 ............... .................. ..... ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ �.■� ■■■■■■■■■■■■■■■ �� • ■■■■■■■■■■■■■■■■■■■, �� iiiiiiiiiiiiiii iiiiiiiiiiiii��■■iii� - iiiiiiiiiiiiiiii■■�■�■i ; ' ;' . ' ;' , ''� - •. • _,,._ , - - --- I _------------------- , - ^ rt - � +) Od3000/ W � �� WSEL & NWSEL = 114.8' I � Q � i i � � 2.0' SILL SURVEY DATE 06.06.2018 2.0' SILL J� �I� Q� � � � N � 3@ 13'X5' RCBC AT INLET � � EXISTING GRADE 0.48/0% �� 1 i ,.o� si�� I N LET TYPI CAL � `. � � � Z � �� ,� � � �� 1 �I I� �l �W LEFT DITCH ---------- RIGHT DITCH -------------- 12 13 � BM #1: R�R SPIKE IN 18" OAK -BL- STA 11 + 53.67, 159.84' LT -L- STA 15 + 31.98, 171.41' LT EL 118.20' 15 16 BRIDGE NOo 970092 z n 0 � Z w� Z � � no N 0 END PROJECT -L - ST A l9 +00.00 PROJECT REFERENCE NO. SHEET NO. B -5998 4 fLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��,,,, �� ,,,,,,� ��,,,, � � � � ��,,,,,,,,�, ,�� AR��i �-, .�� ` ��i �% � �O �'ka� . �'y = ; =O • �;#��vq� .!L9 ; = co : SEAL : z � = SEAL = = � � 034371 :�� '•. 046226 :'� � �'�� •.�`.,�G, INE�•' `Z`\.`� �'.�� •.<`.�,G, IN,E,�•`'� O��` ` �ti P �S �. ,, o�, � �O �,. ,, � . ��''��, � �w� �„�,�``. ,''��M'� � � � � P�`` DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the OfFice of: CI I��I� NC FIRM LICENSE No: P-0339 JV 504 Meadowlands Drive 1r W„µoENG�EER�s� Hillsborough, NC 27278 � (919) 732-3883 - (919) 732-6676 (FAX) SEE SHEET S C-1 T 0 C-7 FOR CULV ERT PLANS PERMIT DRAWI NG SH EET 2 OF 11 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � � CLEARING � � � � DENOTES EXCAVATION IN WETLAND BM #2: R�R SPIKE IN 14" OAK -BL- STA 17 + 44.08, 132.11' LT -L- STA 19 + 83.13, 164.63' LT EL 120.69' END GRADE -L - STA 19+00 EL = 118.29 150 140 130 120 NOT TO SCALE � NOTETOT SCALE L (LEFT TO RIGHT LOOKING DOWNSTREAM) (LEFT TO RIGHT LOOKING DOWNSTREAM) CLASS 'I' RIP-RAP - - CLASS 'I' RIP-RAP CLASS 'I' RIP-RAP - - CLASS 'I' RIP-RAP W/GEOTEXTILE W/GEOTEXTILE W/GEOTEXTILE W/GEOTEXTILE - COIR FIBER COIR FIBER MATTING - - COIR FIBER COIR FIBER MATTING - /v1ATTING - _ _ _ _ � �TTING -____ 0�� j � O�� y O Oo ,c.? �� o°°��, �- �9 O O� ,o j O�cv� �o° `�'�cs l� '�'F�� 0 1 0 �- c�a,ss �i� �t�� o `9j�0', ry �-� � � CLASS 'I' CLASS 'I' RIP-RAP -� �F� ry�C� RIP-RAP CLASS 'I' RIP-RAP - F 'c RIP-RAP W/GEOTEXTILE , _ °� � � � �° W/GEOTEXTILE W/GEOTEXTILE � 5, _° �__ W/GEOTEXTILE 1•5 r°° - 1.5' �� ° r � � - 1.5' BENCH BENCH KEY IN 1.0' - B E N C H B E N C H KEY IN 1.0' - VARIES 17 VARIES 0' TO 13' 0' TO 13' _ - KEY IN �.o� EST TONS CLASS 'I' = 14 TONS EST GEOTEXTILE = 17 SY EST COIR FIBER MATTING = 31 SY DDE = 15 CY 18 19 VARIES VARIES 0' TO 13' 0' TO 13' - KEY IN 1.0' KEY IN 1.0' - KEY IN 1.0' EST TONS CLASS 'I' = 28 TONS EST GEOTEXTILE = 34 SY EST COIR FIBER MATTING = 25 SY DDE = 36 CY NOTE: BACKFILL TO TOP OF SILLS W/CLASS B RIP RAP 110 � 00 • , • , . 70 N 0 � > w � � � � � � � � � � � � � Q �� oa i �� o�o o�_ �,_ �N �� a� �� o�� N - �, .... ;*.----_____ � � s � ;1 --____________________ B � I �, � �� - �� _ � 3 � � Sta. = 14 + 52 -L- LT �� Q2= o.i3 cFs NANCY �WF�LS DRIVER V2 = 1.15 FPS � 9`` d= o.2a FT DB �t13�� PG 0 � 5= 0.0�3 FTi�T i DB 1078 PG 693 � n = 0.035 � B 1 BEGIN PROJECT Liner= GRASS ,16 � �� s � SOU��iERN STARS HOLDING COMPANY, LLC / � � � �� -L- STA ��+��.�� OB 2373 PG 437 � '�� Sta.= 14+52 -L- LT � � � G210= O.v CFS \ L I RIP-RAP � V10= 1.28 FPS �, SEE INLET d= 0.28 FT POT Sta. �OfOO.00 N .� r8c�1. s= 0.013 FTiFT '�ST DETAIL BELOW e rL� n= 0.035 � � B �l. � Liner= GRASS �q�� Z ) S / � V DITCH , � � � � " SEE DETAIL 4-2 � ` ; � � � � ,_ � � � � �- � � \ IF � J, J� �r � )5 i �� , � � �ir�� _ � r � � , �� ,_ ,� ti �' _ _ �� a � � �; �� a � � �� \ �z - �' , � l �, � 5 ��- � � TIE�T /� �,� N � 1_ r , �-�. , . , , � �� . . �_ � � � � �, �� _ � � EXISTING � �� ' � �,�� ; � � � �o� - ��w`e- �� - �r � � � � � � 4,�' N ExisriNc Riw - - - - -- ,-z�� ,>' ai mz9 �' _ ��-��-�� `-v' �-'-- � _' - --� ---- � ------ ------- .� - - 1 - tl`� - - � F _ _ � ---- -_ -- � �-_ _ N � � __ _ - N -- o--'_ _- /, _- - - N/ � -� _== --=t --__-- o a o o a � � N N 4/8 4 � o , �� o �, , _- -- �-__ _ � � � � N , ��.)`J' � t- `r'r .�1�� . � � „ ,.. 118 �J TO ELM CITY =i o � - 3 13'X5 RCBC y . ---- � �_ --- - i ----- - 123 -- - --- ---- --- _-_-�-_-___12�__ _ -- --__-------_- . __ -_ _- ___ 12� _ _ - - -- -- - _ - Z ' -QiZ��' � C - �- �� 'n F � REU TL- i , t£I `.� 9ZZ I �� _ _ _ - _ _ __ __ . __ . - _ _ _ � _ _ --.-- -- --- �� < _, � - - -- ' �"' ; '_ �rr ' � � '' ' � r ___ � -,-�,.� c E , „ E E � �. � _� � � � �� LId iF TIE �O EXI�TING DIT � � � - TEMPORARV PIPE FOR LVER ONSTRUCTION � RIP RAP LINED SPECIAL CUT DITCH � 1,'� � 9 `° SEE DETAIL 4-3 I ERVIOUS I E FOR CUL�RT ONSTRUCTI r r -' DETAIL 4-1 � �l TIE TO EXISTING DITCH stI � � � � � � � TOE PROTECTION SPECIAL LATERAL V-DITCH 6rt � g BEGIN CULVERT CL I RIP-RAP ' ( Not to Scale) SEE DETAIL 4-2 � -L ST A l5 +42.42 SEE OUTLET N 3�� SLOPE TIE TO EXISTING DITCH � DETAIL BELOW NATURAL _ GROUND d " F Sta.= 14+90 -L-�T Sta.= 16+05 -L- RT �GEOTEXTILE S �IE 4� OR EN � � CF$ d- 0.5 Ft. PC Sto. �� +7U.25 d= 0 94 FT d= 1.05 FT PT Sta. l2 +77.45 s= 0.011 � s o.003 FTifT n = 0.054 � n = 0.035 Type o f Liner= 8 TON CL B Rip-Rap, � N Liner= CL B RIP RAP Liner= GRASS 9 SY GEOTEXTILE � F ROM STA. 11 + 2 5 TO STA. 11 + 75 -L- LT Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT i2 Q10= �5J CFS Q10= 6.6 CFS V10= �1.79 FPS V10= 1.58 FPS � ARTHUR VERNON BATTS (HEIRS) d= 1.03 FT d- i.�s FT D ETAI L 4-2 - o o„ o 003 FTiFT SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � '� �� Fill Ground pR 3•� ��O'�e Slope F��F D � @ Min. D= 1.� Ft. FROM STA. 10 + 75 TO STA. 12 + 25 -L- RT FROM STA. 14 + 50 TO STA. 15 + 38 -L- LT FROM STA. 15 + 80 TO STA. 18 + 35 -L- RT 150 140 130 D ETAI L 4-3 RIP-RAP LINED SPECIAL CUT DITCH ( Not to Scale) � Front � Ditch Natural 3'1 ,�e< Slope Ground `?'I p F�� d Geotextile Min. D= 1.1 Ft. Type of Liner= 35 TON CI B Rip-Rap Max. d= 1.1 Ft. 62 SY GEOTEXTILE FROM STA. 14 + 50 TO STA. 15 + 55 -L- RT � � : ' � � � �: s • . . .. �\� �- �__ � � 120 1�0 � �� • , . , . 70 DB N/F PG N/F (PROPERTY ASNSHOWN PER WILSON COUNTY GIS) �Z3 EZ� _,_� , BEGIN GRADE -L - ST A ll +00 - EL = l2/.5/ EXIST lNG GRADE 1 -2.78/9% S- 5 n = 0.054 n = 0.035 Liner= CL B RIP RAP Liner= GRASS Pl = 12+95.0 : : p � VC = 3805, � K = //3 �i'� D=55MP � � � � � N o �: W � _ , , r��`�2O �j_ -----------o-- �-�2 -- a a ( -) .33 3/ 2872/ � I �J I � :O� � � I fl - -- _________ , 11.3375/ (+)0.3056% �+)1.0679% ------- , � , � �� 9�� 116 -L - Pl Sto ll +77.86 Pl Sta l8 +05.33 �= 2° /3' 2/.7" (RT ) 0= 20° 03' 24.4" (RT l D= l° 06' S6.8" D= 9° 0/' 22.6" L = 199.20' L = 222.29' T = 99.6/' T = 112.29' R = 5,135.00' R = 635.00' DS = 55 MPH DS = 45 MPH SE = 03 PSE = 06 PC Sta. l6 +93.0: � 1,9 6 END CULVERT GEORGE E. TYSON. JR. -L- STA 15+83.J�S AND RUTH ANN EDWARDS ESTATE FILE 97E PG 326 DB 445 PG 152 �� e BRIDGE NOo 970092 Z n 0 � Z w� -��- G� Z no N 0 ti` END PROJECT -L - ST A l9 +00.00 PROJECT REFERENCE NO. SHEET NO. B -5998 4 fLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��,,,, �� ,,,,,,� ��,,,, � � � � ��,,,,,,,,�, ,�� AR��i �-, .�� ` ��i �% � �O �'ka� . �'y = ; =O • �;#��vq� .!L9 ; = co : SEAL : z � = SEAL = = � � 034371 :��\ _ �'•.' 046226 :'� ` �'�� •.�`.,�G, INE�•' `Z`\.`� �'.�� •.<`.�,G, IN,E,�•`'� O��` ` �ti P �S �. ,, o�, � �O �,. ,, � . ��''��, � �w� �„�,�``. ,''��M'� � � � � P�`` DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the OfFice of: CI I��I� NC FIRM LICENSE No: P-0339 JV 504 Meadowlands Drive 1r W„µoENG�EER�s� Hillsborough, NC 27278 � (919) 732-3883 - (919) 732-6676 (FAX) SEE SHEET S C-1 T 0 C-7 y � 12� FOR CULVERT PLANS � -- - - -- �3vE-- - T _ -_ _ �i� =?-/r� l�9 m -rt_- �� ,i , , N , .. � - -� � " � � N - - �NSET s z- � � ��-�� _: �8 0 �o �.,� ;� : ,_ PER IT DRA I �z� - M W NG ' - - - - r� �-� - F ___ . . � ry\ ...�-11> - PE I DIKE FOR CULVERT � -'------- __ \ _ � � " TION � � -� � SH EET 3 OF 11 � 9Ii�_/- - - - _ � - __- � ,�� _ ---- - � RE � � TA _ -� - � ,- C _ � ;� � _ //� -� �; -- p b - � _-- � � �s�� , � - � � c, C C � � � �Q , � �T�Nc ` co ( � �1� �-, R�w � - ��1 4„� TEMPORARY PIPE FOR CULVERT �/ ° F // � �, \_ = .'�L NSfRUCfION � � r'\,, � ? -L ` �� , I \ vl � - 1i \\� , � / � � , � y� � � � � � `� G � � � � � �Z�� ,, - � � r „. � „� � � T , �FT � � I� IP �l � / � � '4��V - � � -� C �,�i ° W � ' � � �2�'B o �� 1 � �- � � � �� T E TO EXISTING DITCH � � '��'� � . �''�� , � � �� '� �°�� _,,�, � ��; DENOTES TEMPORARY � �� WAYNE FRANCIS DAVIS � � �`� �� IMPACTS IN SURFACE WATER ` ��', �'„ A1�1b WIFE, � '�g k � � �o'�� eX,sriN� , R��I/ N i �� HYLISS CAROL OUTLAW DA�VIS, �F� , = � �, V � R�w ,,� � , � ��- �� B 1259 Pc 8�� ,% �� '� DENOTES IMPACTS IN �� SPE t LATERAL � - � � , � � �� or�� , � � � � � � ` SURFACE WATER w . � DETAIL 4-2�� F�i�, � �SF � \ � � _ _ �`, ' �UY � � � � ` ; `�lt ✓� \�� ..__ ' � 'c1 � DENOTES FILL IN ��°� V �� o�� _ F F W E T LA N D � �\� � k � ; � � . 4 �� M�cti � � � � � � � F<<F ; � � � DENOTES MECHANIZED �,� LAWRENCE G. BALLARDo III `� ✓qC� ND y�C ,c�s ;' � � � � CLEARING ,'. `° DB 1738 PG 526 \ p Y R, F SeqN� TFR ��% e /S/ �ST . g�� PT Sto. l9+15.32 m 8 p� s89' �R � DENOTES EXCAVATION � �r6, � �. � �� -L- S R 13 3 9 S HARP E STO RE RD . c � - - - �u � _ � 0 Pl = l5 +60.00 ' Pl = 17+20.00 � EL = 119.88' � EL = 117.74' VC = l50' oo VC = l60' _ �� K= 62 � � K= 98 H � o D- 45 MPH �n � , D- 50 MPH � Q � J � � � o � � ? ,� : :m v u �' Q � TO BE REMOVED � _. `- l +�1.0679% �-1/.3375% � - - --- --- - - ------- -,- - - ----- _- �_--- o m �n BM #2: R�R SPIKE IN 14" OAK -BL- STA 17 + 44.08, 132.11' LT -L- STA 19 + 83.13, 164.63' LT EL 120.69' END GRADE -L - STA 19+00 EL = 118.29 --- I _------------------- , - ^ rt - � +) Od3000/ W � �� WSEL & NWSEL = 114.8' I � Q � i i � � 2.0' SILL SURVEY DATE 06.06.2018 2.0' SILL J� �I� Q� � � � N � 3@ 13'X5' RCBC AT INLET � � CULVERT HYDRAULIC DAT A DESIGN DISCHARGE = 440 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 117.8 FT BASE DISCHARGE = 670 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 118.6 FT OVERTOPPING DISCHARGE = 660 CFS OVERTOPPING FREQUENCY= l00 YRS OVERTOPPING ELEVATION = 118.6 FT 10 �� ------��I EXISTING GRADE 0.48/0% � ,.o� si�� I N LET TYPI CAL �� - �� NOT TO SCALE � NOTETOT SCALE L � � (LEFT TO RIGHT LOOKING DOWNSTREAM) (LEFT TO RIGHT LOOKING DOWNSTREAM) Cl; y� O� CLASS 'I' RIP-RAP - - CLASS 'I' RIP-RAP � � lf�� CLASS 'I' RIP-RAP - - CLASS 'I' RIP-RAP W/GEOTEXTILE W/GEOTEXTILE � �� W/GEOTEXTILE W/GEOTEXTILE � � �\j COIR FIBER MATTING - - COIR FIBER COIR FIBER MATTING - ��INGER �� --- �TTING ----- �� '--- Ok. r'•� �� LEFT DITCH ---------- RIGHT DITCH -------------- 11 12 13 � BM #1: R�R SPIKE IN 18" OAK -BL- STA 11 + 53.67, 159.84' LT -L- STA 15 + 31.98, 171.41' LT EL 118.20' �� - -,, - - �'', ��R ��- 8 TON CL., B RIP-RA� � � 21 SY GEO�EXTIL� �� \ � �n'l I u I;. � �� E ° �'� �� i , ��,�, -� � � ., , ,�- �F , PROP CR a. 15+51� EL. 119.� 15 16 ' IN WETLAND i �` 118 � \ .o! O o �� 0�� o� S ��y,0 0� ,o j O�cv� �o° `�'�cs �y l� �F`�� 9 O �` o �- CLASS 'I' �t�� o `9j�0', ry �-� � � CLASS 'I' CLASS 'I' RIP-RAP -� �F� ry�C� RIP-RAP CLASS 'I' RIP-RAP - F 'c RIP-RAP W/GEOTEXTILE , _ °� � � � �° W/GEOTEXTILE W/GEOTEXTILE � 5, _° �__ W/GEOTEXTILE 1•5 r°° - 1.5' �� ° r � � - 1.5' BENCH BENCH KEY IN 1.0' - B E N C H B E N C H KEY IN 1.0' - VARIES 17 VARIES 0' TO 13' 0' TO 13' _ - KEY IN �.o� EST TONS CLASS 'I' = 14 TONS EST GEOTEXTILE = 17 SY EST COIR FIBER MATTING = 31 SY DDE = 15 CY 18 19 VARIES VARIES 0' TO 13' 0' TO 13' - KEY IN 1.0' KEY IN 1.0' - KEY IN 1.0' EST TONS CLASS 'I' = 28 TONS EST GEOTEXTILE = 34 SY EST COIR FIBER MATTING = 25 SY DDE = 36 CY NOTE: BACKFILL TO TOP OF SILLS W/CLASS B RIP RAP 150 140 130 120 110 � 00 • , • , . 70 � � � � � � Q o�� oa i � Q o�o o� N= �N �� a� �� 06— � � � � � � Q o�� oa i � Q o�o o� N= �N �� a� �� 06— — � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 70 � 75 � ' ' 0.030 � 0.030 /20 3 :1 /20 - __- --------_ -------_� �—_--__---- _____-, 3 � 3�� ------------------ - ____--______ __- - - �� -- --------------- --" � _-- --------- ------------------�� ----------------------- - 117.36 //5 119 . 3 2 //5 � 2 -I- �0 . �0 � � o�� 00 �� X� �� i o�� N �_ N� �� Q� L i �� o�� o I /20 I //5 ��o � /20 I //5 I /20 I //5 I /20 I //5 //0 � ��o � , , , , 0.030 0.031 3'� ._____ -- ----------�------ 3•I 3:� _ _---------____ �20 ------------------------------------ __-- ---- _,_ __-- -- -----------------------------------f ---------------- - - � 117.45 119 . 7 5 ii5 11 �75.00 ��o � � � 0. 02 9 _ 0. 041 . . . - - - - 3'� _____ -__��_�- --__--_--- 3•� ,____--.1---- ------------------------- -------------------- i2o ---------------- --------- - , 3 - ____--- -- -__ _-- --__ , -------- ----- - --� 120.23 117.53 //5 11 +50.00 � _ � i_ � �, 0.020 0.050 ----- ---- ------_-----',- 3'� _____ _ ,�«- __�� 3 ,, :� --- ----------------------- --------------------- ____-- -------- __ _ '� 3 — -------------- - �-- — . . � . . . . i . . . . � . . . . i . . . . � . . . . i . . I . . . i . . . . I . I . i . . � . _ . . i . . . . i . . . . I . . I . i . . . . i . . , , , _________________\ 3:1 _______-- ,, _� ----------------------- . . ---- _, --_ �� _ . . . . . . .— . . . . - 118.58 120.81 11+25.00 ____---� 0.010 0.060 3��_--- ----------------------------------- ___ � , 3; � � _-- ----------_ � --------- --- ______ � _ 119.63 121.51 �� + 0�.00 /25 � � � , BEGI N PROJ ECT -L- S /20 --------- _____________________________________________\ _______--_______________ 122.33 � 10�75.0 //5 --�--�-{ � �I' 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 . �� 10 15 Prepare in t e NC FIRM LICENSE No:P-0339 O �.� � OfFice of: 1� 5�,,��,T 504 Meadowlands Drive PROJ. REF Hillsborough, NC 27278 OESIGNANDENGINEERINGSERVICES (919) 732-3883 1 7 B P — (919) 732 6676 (FAX) • 20 25 30 � 35 40 � 45 � 50 55 � 60 � 65 _ , , � � �-� _ i , , , , , ��---------------------------------------------�� 20 25 30 35 40 45 50 55 60 65 70 75 � i /20 I //5 I /20 I //5 I //0 I /25 I 75 � 70 � 65 60 55 50 45 � i i i � �� 40 � 35 � 30 25 � 20 15 10 5 0 5 10 15 � 20 � 25 � 30 � 35 40 � 45 � 50 55 � 60 � 65 70 � 75 , � 0.008 � 0.025 - 3�� ---- 3� I � ---------------------------------------------- _--------- ------- -------- ----_=___- ------ ____-_____ ____--__ _------------ ---------------- //5 ��o 118.16 13 �50.00 /20 //5 ��o �20 0. 002 � 0. 02 5 3'� � ----- 3:I � ------------------------------------------------- _--------- -------- ----- ---______- ------ ________ _ ,, ------_____------ ----------- //5 118.25 13 �25.00 ��o �20 0.011 0.025 3�1 _______ ----- -____-_- ---- _ 3'I _ � ---------------------------------------------- -_______----- --- ------ -----__ _ _------- - - -- ------- //5 � � � � � 118.35 13 � 00.00 ��o /20 //5 � ��o /20 //5 .� 0.030 ' 0.030 ' ' � �20 T N 3� __ _____ _ _ ___ ____ - _________ _________________ _ ___----------- ---- ------ ---�___________________________________ ____________________ � ----- ,-- �� --- . . . . . . . . . � - � � � � � � � � � � i � �� //5 118.68 12 � 50.00 �_� �_ � � o�� 00 �� X� - �� i o�� N �_ N� �� Q� L i �� o�� o � /20 //5 ��o �-�- � 75 70 /20 //5 ��o /20 //5 ��o 0. 021 0. 02 5 �20 E D 3�1 ________ ____ --__--- ____ 3�� -__ __________________________ ______ ___------- --- ------- ---__ ______________ _____________________________________ � ' ' //5 118.49 12 � 75.00 ��o ��o 3 �� - TLA ___ __________ 65 � 60 � ,T, � � 55 50 � 45 0.030 ' ' ' F' ' 0.030 � 118.95 - 12�25.00 - � � � �. � � � T . � �. � � . . . . � . . .� . . . � -�--i 40 35 30 25 20 15 10 5 � � 5 ' ' /20 3; � ---- ,`__________________________________________________________- � � � � � � � � � � � � � � �� //5 � 10 � ' � I. � � 15 20 25 30 35 40 45 50 � � � 55 60 � 65 � 70 ��o � 75 Prepare in t e NC FIRM LICENSE No:P-0339 O �.� � o�;�e of: 1� 5�,,��,T 504 Meadowlands Drive PROJ. REFERENCE NO. SHE � — Hillsborough, NC 27278 OESIGNANDENGINEERINGSERVICES (919) 732-3883 �j �/ (919) 732 6676 (FAX) I • • • /� � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i i i � i.. E � � �� 00 �� X� - �� i o�� N �_ N� �� Q� L i �� o�� 20 0. 02 5� 0. 02 5 �20 - _ ____ 3��__ --- -------�-----�-- -_ __ _ 3•I - ------------------------------------- - 3�� - --- __ __ � ____- -- ------------- ------------------ ___3;,, ---------- ��5 ��5 ��- 116 .13 118 . 9 0 115.01 15 � 00.00 ��o ��o �20 0. 02 5 0. 02 5 �20 3�------ 3-1 - - --------------- —_ __�_�__�_- __ _ . --------------------------- - - -- -----4•� � __-- � 3.� ------------- 116.46 //5 ��------ __- --------- //5 ---' ' 118.54 115.30 � 14 � 75.00 ��o ��o i2o 0. 02 5 0. 02 5 i2o 3. 3• _____---- -- __--_�_�_— __ _ 3'� - - - - � � � � _ � � � � � � � _ � _ � � � � � � � � � � � _ _ _ _ _ � � � _ � � � � � � � y� � _ _ � � � � � � //5 116.80 � � � � � ---______ --------------------------------------- //5 118.28 - 14 � 50.00 ��o ��o i �20 — 0. 02 5 0. 02 5 �20 E � S 3 :1 3; � �� ------------- - ------------------- --------_--- -------_ _ ____ _______ _ __ //5 -____-- //5 118.11 14�25.00 ��o ��o �20 _ 0. 02 5 0. 02 5 : �20 �, T N D 3�� _____ -_-___ _-----_--_ 3�� _____________________________ ___ ______ _ ______ ________ _ _ __ __ //5 - ----------------- //5 118.07 14 � 00.00 ��o ��o /20 0.018 0.025 /20 1 � 3�1 — _-__=-_ --_�__---- 3'� ---------------------------------------------------- ---------�= --- - -------_______-----------------------------------------_ -------- //5 //5 118.08 13 � 75 . 00 ��o ��o � � � � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 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 /20 ' , , , , , , , -------------------------------- 14.3:1 � -------_ �- � , � , � , � � � � //5 � ` ' '�____� � ��o 10 5 0 5 10 15 0.004 0.025 119.16 16 � 00.00 � P� �,� �� 20 .� �� 0.005 0. 02 5 ------------------------------ `�� 1 --- � -------__,\,, ------- ---------- _ , , ___ __ , , , _` . , //5 , , \ , , � \ / I�V.�O • �� i i i i i - � P� �,� �?'� �'�R �� 0.011 0. 02 5 �0�� /20 .1 �1 2. � '�9 /20 � ------------------------------ \ ��L `L I �l , , , //5 ��, - ----------------------------- -- ---------------------------�\ ,�- //5 �, �,--- -------------------------- ----------- -�' _ //0 i -� 5+ L 0. O 0 //0 V � � o�� oo�� X� �� i o�� N �_ N� �� Q� L I �� o�� I P� P _ _ _ � �O� 0. Ol 5 0. 02 5 � 20 `2.� �.1 2., 20 � `��, � __ _ ___--- � �� --------------------- -___ 4;� - ----------------------------- //5 ��,,` ��--- -- ----------- -- -_____ ------ 3:'� ll5 � �� _ � � 114.45 � _,_---- ��---------- ��0 15 -I- 5 0.00 ��o ,i , i � i� �... i i i ,2o T N D _ 3�� -- 3 �' ------__ •� ,, . ,, _--- --- ----- --- -- - ��5 �� ------- 115.80 � i � � //0 -------' ' ' 0. 02 5 ' 0. 02 5 ______-, - - - - _ ---- - ------ -- 119.31 15�25.00 i � � I i i i i � � i � � � � � � � i . . � . � . � � . � . . I � . . � � � � i . � . � � � � � � � � � . . i . . � . . . � . . . . � . . . . � . . . . � . . . . � . . . . � . . . . � . . . � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 � � I 5 � 10 Prepare in t e NC FIRM LICENSE No:P-0339 O �.� � OfFice of: 1� 5�,,��,T 504 Meadowlands Drive PROJ. REF Hillsborough, NC 27278 OESIGNANDENGINEERINGSERVICES (919) 732-3883 1 7 B P — (919) 732 6676 (FAX) • 20 25 30 35 40 45 50 55 60 65 I 70 � 75 /20 I ----___ 5:� 3:1 -- --------- --------_ ---------- -_\ --- ��_ /^' ---- v- -----J ll5 114.85 ��o � �?: � VqR �,� ��R ��J ?'I /20 I , � u ,__, �� , , � � ' ` � //5 � - � � � � - _ / � � � �\`----------------------------��___-__-��/ � ��Q /20 3:� ----- •1 ------------------------------------------ � ____3: //5 114.73 //0 P IT D N G � E T 9 F 15 20 25 30 35 40 45 50 55 60 65 70 75 � � � � ----------- o� �, oa� � � Q� � +� o� E L oL� N �z � �� Q� L � �� 06- � � � PROJECT REFERENCE NO. SHEET NO. '�� '�� l7BPo4oRo92 X —4 '� '� ROADWAY DESIGN HYDRAULICS I I ENGINEER ENGINEER PERMIT DRAWI NG SH EET 10 OF 11 �'� �'� �'� DOCUMENT NOT CONSIDERED FINAL �'� �'� �'� UNLESS ALL SIGNATURES COMPLETED �� Prepared in the SU��IT NC FIRM LICENSE No: P-0339 � � � OfFice of: 504 Meadowlands Drive �� sw�,woEx��xEE.�x�s�� Hillsborough, NC 27278 � � � �(919) 732-3883 -(919) 732-6676 (FAX) I � ', � ', �� ------------- ----------------------- ------------------------ ----------------------- ------------------------ ----------------------- ------------------------ ----------------------- -----------100 ----------50-------------0 ------------50----------100----------------------------------------------- --------------- �' ------------- �' -------------- �' ------------------------------------------------ ------------------------------------------------ ' -------------- EX�STING BRIDGE ,, �', �', �', I NCDOT 100YR _ � STA. 15+63 -L- I I I ��, WSEL=118.6' �'� ELEV. - 119.42 ' ' ' 'I NCDOT 25YR � 3 0 13'X5' RCBC W/BEVELS �, �, �, , WSEL=IV.8' � 75 SKEW �, �, �, I LT TB � � � � '� �� LT TB ' ' ' '� ------------------------------------- ------------------------ ----------------------- ------------------------ ----------------------- ------------------------ ----------------------- --------------------- ---------- ----- --- --- - ------- ------------------------ --- ------------------------------------------- ----------------�-----------------�---------------- � ------------------------------------------------- ------------------------------------------------ � -------------- RT TB � _ � - - � � � � -,- r ;� - �`�� RT TB V - - - _ _ � - � : T INSET SILLS 2' �� I � ':�'---- • ---- ------- � � . ¢ - _ _ -_- = �-. �� I i i I III i ,� �� ri —� — � —�-� �—� , , � 1�0 ��/ / I I \v/ I� I� I� ', � / � � EXISTIN ------------------------------------- - ----------------------- ----------------------- - � � �------��------------- ----------------------- ----------------------- - ------------------------------- ------------------------------------------------- ------------------------------------------------- � --------------- ----------------------- ----------------------- - ------ --- - - ----- - ---------- � ---------- WS SLOPE = 0.0007 FTiFT � _ `� � INVERT = 112.14' I I I _ ��, DATE = G�6i18 SLOPE = 0.002 ft�t � � � ', I I I � I I I � � � � ', � � � � I I I � �, �, �, I �, �, �, I � � � ', �, �, �, I I I I � � � � ', � � � � , , , � , �, �, �, I � � � ', � � � � � � -------- --- -'--- ---'- -- ---' ---- I I I � , , , � , � � � ', WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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 13+09 to 15+95 -L- LT & RT Roadway 0.02 0.01 0.06 0.04 1 13+10 to 15+95 -L- LT & RT Culvert fill 0.01 0.01 41.50 1 15+25 to 15+95 -L- LT & RT Streambank Stabilization 0.01 0.01 30.00 1 15+33 to 15+90 -L- LT & RT Temporary Dewatering 0.01 1 1.00 1 11+37 to 14+45 -L- LT & RT Utility Easement 0.17 TOTALS`: 0.00 0.02 0.04 0.06 0.21 0.02 0.01 71.50 11.00 0.00 `Rounded totals are sum of actual impacts NOTES: lRfY�L•I�i