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HomeMy WebLinkAbout20140762 Ver 1_R-2915E_PRM_4C_20180320f ii};h�� <ty North Carolina Department of Transportation �1<lClll\V�lt<'C ���� , ,,. Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34518.1.FR6 TIP No.: R-2915E County(ies): Ashe Page 1 of 3 General Project Information WBS Element: 34518.1.FR6 TIP Number: R-2915E ProjectType: Roadway Widening Date: 1/17/2018 NCDOT Contact: Joe Dunnehoo, PE Contractor / Designer: RK&K: Jeff Meador, PE Address: 1000 Birch Ridge Dr. Address: g00 Ridgefield Drive, Suite 350 Raleigh, NC 27610 Raleigh, NC 27609 Phone: 919-707-6707 Phone: 919-878-9560 Email: 'wdunnehoo ncdot. ov Email: Imeador(�rkk.com CitylTown: Jefferson County(ies): Ashe River Basin(s): New CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 3.54 Surrounding Land Use: Residential, Commercial Proposed Pro'ect Existing Site Project Built-Upon Area (ac.) 61.7 ac. 53.0 ac. Typical Cross Section Description: 4 lane divided highway; 4 paved lanes (total 48' wide), 8' shoulder on each side (11' with Existing 2 lane partially divided highway; 12' lanes, 2'-4' shoulders on each side (wider guardrail). Varying fill and cut slopes (see project XSC's for detailed information). Median in locations with guardrail), paint striped medians at some locations with turn lanes and varies between 6:1 grassed ditch and monolithic islands. Total roadway width varies from division at intersections. Raised median/protected turn lanes at intersections with 73.5'-92' candlelight drive and E. Main street. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 19,400 Year: 2039 Existing: 15,900 Year: 2019 General Project Narrative: The project (R-2915E) is proposed to widen the existing US 221 from two lanes to a four-lane divided highway from US 221 Bypass to US 221 Business/NC 88 in Jefferson. (Description of Minimization of Water This project begins with the currently under construction R-2915D section. This project will have signalized intersections with Campus Drive, Long Street, NC 88/US 221 BUS Quality Impacts) and median/dedicated turn lanes at the intersections with Mt. Jefferson State Park Rd and Mt. Jefferson Rd. There are two major existing structures along the project; a 5'x8' double barreled culvert conveying Naked Creek (that will not be impacted), and an existing 6'x10' double barreled culvert also conveying Naked creek. This second culvert will have an additional (2) 7'x4' RCBC proposed parallel to the existing barrells. There are 9 pipes (sizes varying from 24" to 66") that are proposed to be repaired by the installation of a smooth liner. Additionally, there is a proposed dry detention basin at station -L- 718+00 RT to help minimize the increase in water at the exitsing 48" CMP under Mt. Jefferson road which later travels under the Walmart Supercenter. Efforts were made to minimize impacts to Naked Creek, specificially inside the Town of Jefferson's park property (Plan Sheet 16). W here excavation is necessary, coir fiber matting and rip-rap were utilized for bank stabilization in an attempt to reduce sediment transport and streambank erosion. Measures have been taken, including reduction ot pipe slopes, to lower velocities at jurisdictional features to non-erosive, including the use of drop structures which are clearly labeled on the plans. In an effort to minimize impacts to the project, the team used 2:1 side slopes with guardrail in stream areas where feasible. All of the design is within the New River Basin. Waterbody Information Surface Water Body (1): Naked Creek NCDWR Stream Index No.: 10-1-32 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-151e, S-151f, S-151g, S-151d Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justifcation in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �������� �z�. North Carolina Department of Transportation �` �1��� �»�� d�� r Highway Stormwater Program J� I STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34518.1.FR6 TIP No.: R-2915E County(ies): Ashe Page 2 of 3 Additional Waterbody Information Surface Water Body (2): Little Buffalo Creek NCDWR Stream Index No.: 10-2-20-1 NCDWR Surface Water Classification tor Water Body Primary Classification: Class C Supplemental Classification: Trout Waters (Tr) Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-137, S-135b, S-135c, S-135d Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N(A Deck Drains Discharge Over Water Body? N/A (If yes, provide justifcation in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (3): UT to Beaver Creek NCDWR Stream Index No.: 10-1-25 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters Tr Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-128a, S-128b Buffer Rules in Effect: NIA Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N(A Deck Drains Discharge Over Water Body? N!A (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) Surface Water Body (4): UT to Cole Branch NCDWR Stream Index No.: 10-1-25-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters (Tr) Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-130, S-132, S-134b, S-134c Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the Qf yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (5): UT to Little Buffalo Creek NCDWR Stream Index No.: 10-2-20-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters (Tr Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-136, S-139b, S-141-a, S-141b, S-142b, S-142c. S-143b, 5-145 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) 1 li�s>,ll�� <t�� North Carolina Department of Transportation Stc�t'111��'t�t c'r Highway Stormwater Program ��� STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34518.1.FR6 TIP No.: R-2915E County(ies): Ashe Page 3 of 3 Additional Waterbody Information Surface Water Body (6): UT to Naked Creek NCDWR Stream Index No.: 10-1-32 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-147, S-146, S-148b, S-155, S-157b, S-158a, S-158b. S-159, S-163, S-165b Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A Qf yes: provide justification in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � / END PROJECT I�o BB .r�_ �ZZ S8 �.,��'� �r,,. 194 WEST - J[FI��ERSON 4�5 221 e � ��, �"LL°^ ��, a� a JFFFFFiON 16 88 " 0 163 F ��, .i� bEl �z- h ���. ,94 z�� BEGIN PROJECT VICINITY MAP (NTS) ���_I[�',�o'�I�'1[9, �I��� 1�; �� 111°I-' I��1 �{_`s��, I�� �'L�1`��1'�. I ? ]I � V 1[ � I[ � 1`�: � �['` [ �I � ��_� 1 I� 'S �� ,=� 'i! � ASHE CDU1�TY 88 LOCATI0111: US 221 FROM US 221 BYPASS TO US 221 B USINESS/11tC 88 711t JEFFERSON ,b TYPE OF WORK GRADING, DRAIIVAGE, PAVIIVG, WIDE11lI111G, RESURFACING, CULVERTS, AND SIGNALS WETLAI�D A1�lD STREAM IMPACTS SITE 9 J`'� �\ � " � � 1 `�� SITE 5 - � Jy SITE 4 o�v c"�,,� -= S77'E 6'� _ 1,� qP �ae _, � � n I , � 1 �ye° , Z� � - � �� � hn�n � � � � � W� I � d�v '� w�„e��,=o„ �;,r �,,,,,,� �5 : .a'� _ = Na- = - ,�e w, � z� SITE 2 � w� �"�"' O . �r cn, u�,r, `< i y�'" � � �,��,h�_�i�e�ro�.a� � W � �` W LL � —�^I � � -� , 4 SITE 3 �' � Y p , — — �oi`�a �, �� � � W ' Q �Q � �"'�9 ?° _ r � _ _ ' !O �� --- !y -- — FS e SITE 1 �.p ^ BEGIN TIP PROJECT R-2915E "'�e�,Y o,� �y ��,,,_ 2 -L- Sta.668+25.00 � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCE55 BEING LIMITED TO POINTS AS SHOWN ON PLANS. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WEST JEFFERSON AND JEFFERSON. SI'lE 1 � n SITE ll ,eae"'� Wys ,� -- — � � r� � �O � O� �`' ����� �� _ OJ r � SITE 21 �� i �`� � �j �:;:,I �����\i .� � �. PERMIT DRAWING ��� �� SHEET 1 OF 46 �S� 4C PERMIT DRAWINGS DATE: 1/17/2018 y`3 �� SITE 14 ,� __ _ SITE 22 � � � P�'� I 12 -- - `{- Q- -- -- `",,, _ ITE 17 SIT - -- �`P�p `p6 E 18 5 SITE IS , 1_ , _�- �- ;13� '�,� �°�c — � �p� _�— i, � s 2 � ;, - t s -- � �� � r � '', �—��szTE zo � 7 � �— GANDLEGHT DR' � — — - - _ � �� . �-' -_ -- -- s 1251' __ - -- SITE 16 SITE 19 � �G SR _ I_ SITE 23 �'S� � SITE IO SITE 13 SITE 24 �, J'>. -r SITE 25 ��, * PROPOSED TRAFFIC SIGNAL SITE 26 � SITE 27� SITE 28 \ 's� '�c �S2�8� B�s � `�RRY 7 \ � Vn SIIZ 31 �SlTE 30 SITE 29 * �O ` � END TIP PROJECT R-2915E �A -L- Sta.855 + 00.00 y �n> o�„" ,a"a`� \ a W 1 -�\ 1 DOCUMENT NOT CONSIDEREO FINAI UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY: �'DRAULICS ENGINEER ADT 2019 = 15,900 R�^^^^E� ��EP°ER a�^�� ��P 900 A UGEF EL� IJR vE SU iE :fSU .— '_ 50 25 0 50 100 Ra�Eo�..�oRr� �ARo�NA ��bo� LENGTH ROADWAY TIP PROJECT R 2915E.... ... 3.533 mi Nc uceNse No F oi x� F-�NORTy��. L—L ADT 2039 = 19,400 � a ■-■ ■■-�� LENGTH CULVERT TIP PROJECT R 2915E...... 0.004 mi FOR NORTH CAROLINA '�� R� ����� P— K = H% TOTAL LENGTH TIP PROJECT R-2915E .. .. .. 3.537 mi DEPARTMENT OF TRfINSPORTATION , hP yy,,,,,, n.E'. !iy D= 55% zo�z szann.�xn srEcrFrc,�no.vs src.a,�ruas: lio - 50' z5 0��'� T= b°�o` NCDOT CONTACT RIGHT OF WAY DATE: Scott D Bleyins, P.E. ROADWAY y �II � � PROJE(T F.NG1N67�iR DESIGN �P� Q ���� PROFILE (HORIZONTAL) V= 60 MPH SEPTEMBER , 2017 nxcr,�.i.cr ENGI1VEER �F, oe-~ l0 5 0 l0 2p FUNC. CLASSIFICATION = yT oF T_RPNs? RURAL ARTERIAL Joe Laws,P.E. LETTIIVG DATE: Cathy S. Houser P.E. PROJECT ENGIN6'EX – Ull'7570.�' ll PROJECT DES/GY E\'GITEER PROFILE (VERTICAL) " TTST-3% + DUALS-3% SEPTEMBER 17,_2019 R��c��..LLP r.F. — — — — — -- src:�:�r<<ec: DETAIL A SPECIAL CUT DITCH � Nm ro smle� � Front Q� D'itch Natur�l L d'�- �e� Slope Ground � � p F�ot --7- Min. D=1.0 Ft. -L- STA. 669+50 TO STA. 670-00 LT -L- STA. 671 -i 00 TO STA. 672 �i 00 RT -L- STA. 675+25 TO STA. 676+00 RT -L- STA. 677 -i� 00 TO STA. 691 + 50 LT -L- STA. 767+50 TO STA. 772+00 RT DETAIL F SPECIAL LATERAL 'V' DITCH � Not to Sca�c� � NaNrol 7 \��'�� -Fill Grwnd -. 2� � F�p��e Slope D ,. -;= Min. D=7.5 Ft. -L- STA. 729-50 TO STA. 732+15 RT -L- STA. 741 + 50 TO STA. 743 � 00 LT -L- STA. 757+00 TO STA. 758+00 RT -Y34- STA. 11+00 TO STA.12-30 RT DETAIL K LATERAL 'V' DITCH ( Not l0 5<ole� b � Not�rol �- -Fill Ground � 2.) p 1�1.- 1"iFt. Slope d +a. Gcotexhlc o�de���p-mp Min.D=1-0 Ft. Mox. d=7.0 Ft. Type ofLiner- SEE BEIOW 6=i0 R. -L- STA. 670+50 TO STA. 671+50 RT, PSRM -L- STA. 802+00 TO STA. 805+05 LT, CL I -L- STA. 804=00 TO STA. 806+00 RT, CL B DETAIL O BERM BASE DITCH � No� ro s�ai�� I Nat al ,L.\.� ROWY i ��o „d �..:�.�D �. d � M�n o=1.0 Ft. � -cEorF�cri�Ea �i Mon. d =1.0 Ff. _L- B=4.0 FL 6=5A Ft. Type of Liner= CL B Rip-Rap -L- STA. 727 + 25 TO $TA. 732 i- 00 LT DETAIL S SPECIAL LATERAL 'V' DITCH � Nol fo $cale) ♦ o� - Fill Nalurol p'�.�\te( Slope Ground -� -?�� F�� D - d Min. D=1.5 Ft. Type of Liner- PSRM Max. d=7.5 Ft. -SRI- STA. 11+70 TO STA. 15-76 LT DETAIL � FALSE SUMP � � ( Nor m scale� �n o O '- _ Outsi e Oitc ---- -- Traffic Flow ,�.� 20 � ------- - -� za -_ _ _' e, I GI �- S - - S= Ditch Slope � Proposed Difch � DETAIL B LATERAL 'V' DITCH �Noi,o s�oie� I b i Notural _j - . � FiII Gro��d �....2� D ,L.\..'I l;Fl. Slape [ M D=1.5 Ft. 6-59 Ft. -L- STA. 670+25 TO STA. 670+50 RT -L- STA.676�+00 TO STA.677�-03 RT -l- STA. 677+21 TO STA. 677+50 RT -L- STA.693+00 TO STA.694+50 LT -L- STA. 707+50 TO STA. 708+25 LT -L- STA. 805+05 TO STA.805+19 LT -L- STA. 816 + 50 TO STA. 817 + 75 RT -L- STA. 826+80 TO STA. 827+50 LT -Y33- STA.77+25 TO STA.12-30 LT -Y36- STA. 15+24 TO STA. 76+43 RT DETAIL G LATERAL BASE DITCH ( Not ro Smle� Norvml �� b- I Graund ...2.� � •y�� � � 1'iF�_ - I„ I M D=1.5 Ft. �--=- B - 4 A R. 6=5A Ft. 1 � Fill Slope -L- $TA. 694+50 TO STA. 704+50 LT -L- STA. 705+32 TO STA. 707+50 LT -L- STA. 708-25 TO STA. 711+00 LT -L- STA. 796+00 TO STA. 799+13 LT -L- STA. 810+50 TO STA. 876+50 RT -L- STA. 820+00 TO STA. 826+80 LT -Y33- STA.11+10 TO STA.11+25 LT DETAIL L LATERAL BASE DITCH � Nw to Scale� . � I.. 1 Naturol - Fill G.ound �- z'7 rD ti�� � � 5ft. Slope d GEOTEXTILE�� � � Min. D=1.5 Ft. Max. d=LS Ft. 'when B is - 6.0' B= 4 Ft. Type of Liner= SEE BELOW 6=5 F. -L- STA. 704+50 TO STA. 705+32 LT, CL 8 -L- STA. 809 + 73 TO STA. 810 �i- 50 RT, CL I -L- STA. 838+00 TO STA. 838+92 LT. CL B DETAIL P LATERAL BASE DITCH � Noi �o s«ie� b _ � Naturnl -- � Fill Gro��d ' 7.7 ,L.1.��-~t'�Ft. .. SIoPe d `�� GEOTExTILE- �� B M'n D-2.5 F}. Max d=2S R. `when B is - 6.0' 6=4 Ft. Type of Liner- CL 8 RIP-RAP 6=5 Ft. -L- STA. 771+34 TO STA. 714+75 RT DETAIL T STANDARD BASE DITCH �No�,� s�a�e� Nof�,a� N����a� Groo�d � 1,y � .y�.-" G.00,d � d D oeme.�le - I g Min. D-Vanes nnaz. d=Vanes DETAIL C STANDARD 'V' DITCH � Nof to Smle� Naturol �_ Notural Ground - . .z,� ,L.�.. � Ground D 1 � Min.0=1.5 Ft. -L- STA. 7341-90 RT, L-55', BEG. ELEV=3716.00, END ELEV=3114.99, 5=7.84% DETAIL H STANDARD 'V' DITCH ( Not fo Scole� Naturol Norurol Ground 2.� ,L.� .- Ground d Dy6`i't' . Geotenlile - Min. D=20 Ft. Type ofLiner- CL B Rip-Rop Max.d=2.0 Ft. -L- STA. 740+00 TO STA. 740+37 RT, L=37' BEG. ELEV=3701.0, END ELEV=3100.0, 5=2.7% DETAIL M LATERAL BASE DITCH ( Nof fo Scale) 6 l Naw�al �� . .\ Ground �..1:) p .L�."� 7':,Ff -FIII J_ Slope B M . D=1.0 Fi. 8=2.0 Ft. 6=5.0 Ft. -L- STA. 786+50 TO STA. 793+00 LT DETAIL Q SPECIAL LATERAL 'V' DITCH ( Not to Scale) ♦ o� -Fill NoNral p�.��yt Slope Graund �?:) }p �� F�� �� i Geate.tile - Min. D=15 Ft. Type of Liner= CL B Rip �Rap Max. d=1.5 Ft. -SR7- STA. 70 �b 00 TO STA. 10 i 53 LT DETAIL U STANDARD BASE DITCH iNo+♦o s�a��i No��,o� No�U.a� Ground 1�� D ti��.' Gro nd d � orcx b-� g Min. D Vores � Max d Vores 'When B is �� 6.0' g=4.0 Ff. 'When 6's =. 6.0' B-See �elow Type of Liner= CL B RIPRAP Type of Liner- CL II Rip Rap -L- STA. 719+50 TO STA. 720-i-00 RT, 5=5.6°S -L- STA. 763 ��-26 RT, B=4.0', L=25', BEG. ELEV=3707.59, BEG. ELEV=3112.92, END ELEV.=3115.73, D& d=1.0' END ELEV.=3104J2, 5=11.5%, D=1.0', d=1.0' -L- STA. 844 i 69 LT, 5= 0.43°o L= 35' -L- STA. 765 + 60 RT, B- 5', L=- 15', BEG. ELEV - 3109.0, BEG. ELEV=2862.50, END ELEV=2862.35, D& d=2.0' END ELEV=37085, 5=3.3%, D=25', d=2.5' D ETAI L FALSE SUMP ( Not to $wle) Median Difch . � . _ _ . . - ._ ._. .____ - - - q„ .I 2, - � _ _ � � �� ---� � jsee a� eeiow) zo� GI �-- S etc `.. S=Diich Slope 4 Proposed Ditch -�� Ditch Grade I L Ditch Grade L 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' DETAIL D STANDARD BASE DITCH � Nor �a s�aie� Nat� al Natural c�o�„a -2y -p ti;�,�' ��o��d d' Geote,rlle - g M n. D=1 0' Mox. d=1.0' �wi,e�, a �s < b.a' B-VARIES Type of Liner= CL I Rip-Rap -L- STA. 771-i 06 LT, B=1.5', L=44', BEG. ELEV=3080.32, END ELEV=3085.00, 5=70.8% � L- STA. 780 +92 LT, B-4', L-34', BEG. ELEV=308726, END ELEV=3090.0, 5=8.1% -L- STA. 793+00 RT, 8=4', L=48', BEG. ELEV-3035.50, END ELEV �� 302526, S- 27.3"6 -L- STA. 812+65 LT, 8=4', L=24', BEG. ELEV=2907.0, END ELEV--2904.96,5-�8.5% DETAIL I MEDIAN V DITCH -----�,.. INo�bScole� _.� --- Sho�lder � Sho�lder Point ... 7. o� Poinl / 1 '% PPl 1 ..�e( . F\o -L- STA. 754 + 50 TO STA. 756 -i- 72 LT DETAIL N BERM BASE DITCH � Nm ro scoiel b G �vnd �..7.J ti.\ �� RDWY I ..�F��{� � � Min. D=1.0 F. 1 8=4A Fl. b=SA Ft. � -L- STA. 714+50 TO STA. 721+25 LT -L- STA.738i50 TO STA.741+-00 LT -SRI- STA. 15+76 TO STA. 77+38 LT DETAIL R BERM BASE DITCH � Not ro Scale) �� Natural �.1 �� � RDWY-i Ground '-�.7: �� d� '�?� �D `,�,�.r � I �', I� M�n O 1.0 Ft. �B � - GEOiExriLe �� Mon. d=1.0 H. 6=4A Ff. � -- 6=5A R. � Type of Liner- CL I Rip-Rop -L- STA. 741-00 TO STA. 743+00 LT DETAIL V TOE PROTECTION � No, �o s�oie� p� . � � � -fILL �'. E NATURAL - � .. ��P,� SIOPE GROUND d I ��y�f � - GEOTExiILE d=1.0 Ft. Type of Liner�= CL B Ri�rRop -L- STA. 711+75 TO STA. 714+00 LT -L- STA. 768+50 TO STA. 770+30 LT -L- STA. 793+50 TO STA. 795+42 LT DETAIL �� FALSE SUMP ;q�,o� ( Nof }O $folE� 1 Outside Difch Traffic Fiow .--" ..��0. . . 2p;1 .� .::�J Z,�_ '-. -_ � -- � _ _- _ - - - - GI � � S etc � $=Ditch $lape � Proposed Ditch � _DETAIL E SPECIAL CUT BASE DITCH ( No1 to Swle) Nawral 1 °� � 4- From Ground -�:) Q t�e� Slopc d� �v�..y�D .,,�" F�° on�h G r .ill� - g � Min. D-LS Ft. Max.d=LS Ft. B=4.0 Ft. Type of Liner= CL B Rip-Rap -L- STA. 839+00 TO STA. 841+77 RT DETAIL_J STANDARD 'V' DITCH � Not to Smle) Notural � Nafurul Ground �. G'ound 2 � p -y' � Min. D=2.0 Fi. -L- STA.700+00 TO STA.701-I-29 RT BEG. ELEV=3068.15, END ELEV=3067J5, 5=0.3% DETAIL W SPECIAL NT DITCH wA-IINGE � Noi to Swle) Notv�ol Grou d t a� " - Front " �� Q.1 Ne� Difdi � 4'7 D F\o sloNe - 6.0' I-- Min. D=1.5 Ft. -L- STA. 720+15 TO STA. 723+50 RT -L- STA. 726+00 TO STA. 727 �-50 RT -L- STA.761+50 TO STA.767-50 RT -L- STA. 774+00 TO STA. 783 ��-50 RT -L- STA.841�+77 TO STA.849-�SO RT PERMIT DRAWING SHEET 2 OF 46 DETAII X 'V' DITCH -------�,., INono scolel ..` ----- - Shoulder � � Shoulder Poinl .,../S. p� Poim F/o eor 9,',. �e� �\o -L- STA. 743 + 00 TO STA. 751 -i- 50 MEDiLT DET_AIL AA SPECIAL CUT DITCH � Noi ia s�ale� . � Front �� Diich Notural A�����e� Slope Ground Q�/ �{ F\� D d 4� �/ � Min_ D = 1.5 Ff. Type of Liner= PSRM Max d=1.5 Ft. -L- STA. 783-50 TO STA. 787+00 RT DETAIL Y ROCK FILL IN POND � Nor �o s�aie� R\W Line Existin �-' � 9 � �� � Elev. = 3095.5 \ �r �� I - CLASS I RIP-RAP � �'YON %.p� � N.w.S. �� Elev. = 3094.5 ��'- CULVERT @ —L— STA. 838 + 56 PROPOSED CULVERTS - FLOODPLAIN BENCH W/COIR fIBER MATfING EXISTING CULVERTS - � EXCAVATION --"''•.- --J,---� I ' . NATURAL RIP RAP CLASS II - � ---- - -�j ' - GRQUND W/GEOTEXTILE FABRIC � i I /J/�,�� 1� (TYP.) __�,� -- � ;�WNh •i } - RIP RAP KEYED-IN _ ��'-'- ry � � 1' BELOW RIP RAP KEYED-IN BENCH (TYP.) 7' BELOW - PROPOSED 2' CONCRETE SILL STREAMBED (TYP.) INSET 1' INTO EXISTING BASE 10' EASTERN BARREL OUTLELC NAN N ELIM2R4VEMELYi LOOKING DOWNSTREAM (NTS) LENGTH = 58' PROPOSED CULVERTS -� . FLOODPLAIN BENCH W/COIR FIBER MATTING _____ EXISTING CULVERTS - EXCAVATION ` � � ` �- --NAIURAL---- RIP RAP CLASS II—�' \ '', ;I_ -I ii �� GROUND W/GEOTEXTILE FABRIC � (TYP.) �� I F� II ! I � -I � \ � G+L RIP RAP KEYED-IN 1' BELOW RIP RAP KEYED-IN v `�' BENCH (TYP.) 7' BELOW � PROPOSED 2' CONCRETE SILL STREAMBED (TYP.) INSET 1' INTO EXISTING -BASE 10' EASTERN BARREL IHLELCNANNELIMPBQYEMENI LOOKING DOWNSTREAM (NTS) �PERMANENT CHANNEL EXCAVATION TOTAL CHANNEL EXCAVATION = 485 CY TOTAL CL II RIP RAP = 255 TONS TOTAL GEOTEXTILE FAB. = 270 SY -L- 777 -i- 00 LT. DETAIL AB RIP RAP AT EMBANKMENT �Norro scalc) 10'm i � _ _ Outlet - � T S�rudure �-� m�� � 18 GEOTE%TILE - Type of Liner- 15 TONS, CL I Rip-Rap Geotext'ile= 37s -Y36- STA.16-�-94 LT -L/US 221 BUS- STA. 849+62 LT DETAIL Z 70' WIDE BERM ( Not to Scale) 70' _�_____- 4:7 g,�_ --- - H' -- Distance Varies Depending Upon Specified Elevation--r-�/ � � � � D � � � � � � � � � � D=Vories; Disianw � � --- �owestPol�t fr m Top of Berm fo -' m Nawral Ground lawest control point -L- STA. 693+00 LT, TOP ELEV-3079.5, D-2.5' -L- STA. 697+87 LT, TOP ELEV=3088.0', D=2.0' -L- $TA. 704 + 50 LT, TOP ELEV = 3087.0', D= 2.0' -L- STA. 717+00 LT, TOP ELEV-31025', D=3.1' -L- STA. 802+90 RT, TOP ELEV=2964.0', D=8.3' -L- STA. 812+30 RT, TOP ELEV=2928.0', D=2.5' -L- STA. 816+ 50 RT, TOP ELEV = 2914.0', D= 3.1' -L- STA.827+50 LT,TOP ELEV=2887.0', D-1.6' DETAIL AC 10' WIDE BERM ( Noi to Scale) l� ___� --- 4�1 q_1 -__- _ __ - ___ �--�- --Distonce Vvries Dependiny Upon Specificd Elevvtion ----'� � D , � '�,..,. - __, D=Vories; Distonce `-"�-�,_ _---lowes�Po'��,t from Top of Berm fo �-�'- �// In Proposed lowest mntral point C�i Dnd, �P.1 -L- STA. 675+25 RT, TOP ELEV=3037.0', D=2.1' -L- STA. 767+00 RT, TOP ELEV=3117.0', D=1.8' -L- STA. 761+50 RT, TOP ELEV-3108.0', D-2.5' -L- STA. 765+00 RT, TOP ELEV = 3714.5', D= 2.4' -L- STA. 844+00 RT, TOP ELEV=2870.5', D=2.5' DETAIL AD BERM DITCH z O¢ � Not to Scale� w� � � u = 5.0' 4�4� VARIES 20 , I �� io.o� v.c z' o ti � I� Min. D=1.0 Ft. -L- STA. 73A+00 TO STA.735+00 LT tltKM UII(,tt ( Not lo Smlc� � Z o F � F 5.0' 4.0' �ARIES zo io.o� v.c �..�.� � �, �eorex�iie - d -L- STA. 732+00 TO STA. 734-00 LT -L- STA. 735+00 TO STA. 736-00 LT DETAIL AF PIPE OUTLET CHANNEL ( Not to Smle) ��-- E,"v, --��d -sr,�� ,,o �,� Geotexl'le �� Gcotexhle CHANNEL 6ED Ivad�ble] Class I Rip Rop -L- STA. 675+55 LT, L=14' -L- STA. 702-i-52 RT, L=11' -L- STA. 704+71 RT, L=70' -L- STA. 711 r 37 RT, L= 20' -L- STA. 742 -i- 12 RT, L=10' -Y35- STA. 9+49 LT, L=22' -L- STA. 762+56 LT, L=10' -L- STA. 763+56 LT, L=20' -L- STA. 768-i 48 LT, L-74' -L- STA. 788+24 RT, L-8' -L- STA. 804+92 LT, L=30' -L- STA. 816+26 LT, L=18' -L- STA. 827-Ob RT, L=10' -L- STA. 832 - 60 RT. L=10' PERMIT DRAWING SHEET 3 OF 46 I NSET A O x -� O � ! A � � \ . � � A i�� \\ � 2S � 2S S� SCALE FOR INSET 5� 25 � 5� ,�� `1�11��� SCALE T � \. , \ �, FIRST COMMl1NITY BANK ., R-2915D TO BE CONST. BY OTHERS � 'hETAIN PROI'OS[� SYST[nn 1�4 R-Z915� AND TIE PkOPOSED DITCH TO �OX AT _ -L- STA. 669 � 50 LT — `----__� ----__ �� C SPECIAL CUT DITCI-I � \ SEE DETP.IL A � � � , � � � , � ,` � ` � � � = _ _ _ _ � � , �- � � � i��,`\ ...__. _ �` �' "__'_ "____ _ � � � -_ - � ?�\ _ � , ��_ � � � __' � ,._>.__ _. _- ���\�: "�,._�` � I I F � -'-'_"_'.' ✓ � � \ :'S\,... _-_'-,( ___ TA JC-I -'_____ - � � � __ \ _ H,EMAInJDER \ � Q10-J a4 cfs � � ' _. - OF PFOPOSED- ..� � V10 1,I? 4ts � - _�� SYSTOM -' _ RFMOVE DI& PIPE -� � � IN R2,15D �� �'--__ IN R-2915D J * _ � PERMIT DRAWING SHEET 4 OF 46 - NGLISH� _ . * r�, � �� � \�. iR'_ / .,' � '- SEE OUTFAIL ANALVSIS PACKAGE III � � � p I�. D SEE INSET B� �o ror�s a i eiratii� � � W 39 $Y Gf-OTE/TIIE � � ON BFNY,S ONLY SEC DETAIL .ti � \ \ � � \ ' � � F � — � � � � � F F� DENOTES FILL IN wETLAND � S 5 DENOTES IMPACT$ IN SURFACE WATER � DENOTES MECHANIZED CLEARING I. Ti S TS I DENOTES TEMPORARY IMPACT$ IN SURFACE WATER � '��"s�s� Np,O PROJECT REFERENCE NO. RW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HVDRAULIC$ ENGINEER DOCUMENT NOT CONSIDERED FINAL ��: � �.�I.�:� �\ UNLESS ALL SIGNATURES GOMPLETED �` \ �` - � z .'�-:,.-i�P _ .. _ 1� y..��� � i'� _\ ..h I n ._ 4 � �\ •_., �,_ � =, Y�'-, �'`c��r� _ i � " '`� � -_ ;� -_ �� ---- �'; \ \ �` � ` - _ �J - � - � � , i ; � . _ �,\ � KENNETH TIMOT�I" ' - - ��� ^r.n , ,. � wAN�Y AAU'TIN ;�. + 0 � � END TIP PROJECT R-2915D � -L- POT Sta. 679 + 90.00 _ � -- SITE 2A VIO 9 3 ft�s a2'� RCP-III jBURIED i3.7 � REM�✓f � W W � _--��'/C --- W � � W / / 18„ RCP..111 N w H SPKIAI CUT DITCH / ---- � �� � - - - SEE DCTAIL A � C � 24" RCP-III a . , 7GI-A � 3�� RCP-III - ---- � < -_._ _____._ < REA^,OVE ' _ � _ F _ _. - _ - � - _ _ - _ _ _ � _ _ _ - - _ _ _ _ O REMOVC E�,.-� REMO�E - � 24' CMP 2GI-4 SYSTEM �� PIUC &- N '- � F ____- _ - O �' � � � ,o F - -- - — - ----- — -- o �, -------- -- — — _ '� __ -Y � _____=1�' nCP-III - � = _ --__ _ _ — � � -_____ 2GI r PERMITJ * * ' . - -� 1. � F � e n 'G� -- — IMPACTS FROM � ;.�, � REMOve 2ai R-2975D `, �,qTERAL V DITCH � �� AND PIPE FROM � � g W44 SY PSRM � PROPOSED DRAINAG[ SEE DETAII K \ IN R 2915D � � REMOVE 18 B ��IATFRAI V DITCH Z TONS CL B RIPRAP �� � AND PIPE SEE �ETAIL B W�7 SY GEOTEXTILE �_ � SITE 1 c �-------___ a -- � SP CUT DITCH � � / - 'EE DETAIL A _� C , �� : BEGIN TIP PROJECT R-2915E -L- POT Sta. 668 + 25.00 I . \\ � � �� '%, — — — � � FILL W FF w -_ — - � — - --- � ' � 2GI Q - - - -_ — � = �� � � � GI _• _— _� _ � �' in (�% n J \ - � ' W �. �_' � v�/ �G� Z � / F � /F . _L P ZGI J � ! ``' _ �� F� .`�' � _— U ** ---___ r •'. L v DITCH - >k �� � � ``L = DCTNIL 3 H� .* 2 TON$ CL 8 RIPRFP �, ��\ —�� S W 7 SY GEO XTILE - _ _ _ __ _ _ � - - L SEE INSET A , � °;o ,�o �',� `As�F�GET���a�i SITE 2B � E� '� , ; E ,a= _ .-� _ � �� ��� � A—A I B 8 C—C D D E—E F—F 30' S0 �30 ` 120' 160 5.0' r '. r ' -- ' o a --- 1 o.zs- I_.- ! o.zs� _-- I o.� I--- oo� I o0 l 0.5'I �- 0 5'I �� � 1.0' I '�- I3 0 . I 1 0' I � �. 0.5 � ':- 1 0.0' ROADSIDE 0.0' INFALL 0.0' ROADSIDE 7 0' OUTFALL 8 0' I NFALL 0.0 ROADSIDE R-2915D PROPOSED DRAINAGE � PI.ANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 • �919� 878-9560 INSET A O �_- x ^O � � � A � � �, � � A _ � , 2S 0 25 50 PERMIT DRAWING I F F, oeNores Fiu w `' �"_�� SHEET 5 OF 46 WET�ANo SCALE FOR INSET I s s I oeNores iMracTs iN SURFACE WATER SO 2S O rJO �OO - NGLIS� I' `'' I �ENOTCLEARING NIZED — - $CALE �' I Ts is I iMPn�TsSiNE suRFncE wnTea �� ' ;�� �a\ � � � �� i� '�' 9 - L� - I ` � � r_ iF�� �FIRST COMMUNfTY dANK �q - - R-2915D TO BE CONST. BY OTHERS / � ; I �' � I .J 'I i � --- SEE OUTFALL ANALV515 PACKAGE O + � � PROJECT REFERENCE NO. SHEET NO. RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER CNGINEER �3��`5�5� NP IDOCUMENT NOT CONSIDERED FINAL .:-,L_.-.` `;:. UNLESS ALL SIGNATURES COMPLETED I ` — � �� ',` '- k� ; �J� r �GIN � ~ . �� -� _ � '"�� - �� �� � ��.. � x;s� ��tv:_ � ��� _ . � i ' � „ � . " ,_ . _ .... 5 ; �_' 4 � I lt� _ � � ._ " —_� ��� �� �•t': 1 � _ � .� . ='�� � � �� � . � - - . / p ��. . , � _ . KCWMETH��?IMPTHY!PA1 _„ -� .. „ '�i''�l� O v�.�/wANO A` TIN B=1 + ��:..._ � . . o - � I f END TIP PROJECT R-2915D ,�, ` i, / ,t�T „� ,,N�,�o,�„ �,,T�M —L— POT Sta. 679 + 90.00 \ _ � _ ,_ � / �N R :4,,� N� r�� � -o �T � ,> _ aRoo s ox oiTcn �I� t.f) >- _ -L- STA. G69 L �, �------_ � � �'_� SITE 2A �— -_----_ p "- p W SPECIAL CUT DITCH � VIO-9.3 fts i�gUk.IED Pll7';� :L , SEE °ET°"" �— SEE INSET B __— � � �� ,� -- — � � `` �\ 20 TONS CL I RIPRAP � i �-_, _ ` �\ �"✓?4 SV GEOTEXTILF �i _ �, =_ � GN BANKS JNLY C � W � _ _ � SfE DETAIL AF � � � - ....., \ \ _ _ .._ � _. �� C I / p_II� _ - _ � � � � � me,� i ,e ac N �'� �-..�.--� -'"�� ----" � � -_ \ � \ : ry ��F SPECIAL CUT DITCH / RCP-III --- -' , -_ ����- � _'_ � _ . a .. � �-- - � �- � _._ ___ _ _ IA w �� _._-- - �� � _ � \ 3�,. R C �., ` :"- ..__"_ � CP-III `- - _ - _ _ � - - � REMOVE ' _ " _._ _" � ' --__- i �� � SEE DETAIL A � \`' `_" �� �... __-- < _______ �________ a____ ____- _ � \ - _ � - i \ \... �._ __ _ � � ._ _ � � �..,5. '_ '_' � � � � 2GI A � � "---/_. ----- B 2GI, � REMOVE C%J REMOVE \ � :: � . ----- __ � � �. � 2.1" CMF SVSTEM � = = _ _ - PLUG 8 � �y.� � . -. .\ __' - . ___' _� . . � _— � ` _ __' __. _ ___. . � _ . — — — � � f-ILL Nt Fr W � -� ' � >_� - —_- _ FO % — — — _ - — - �O Ri.M.AINDEk \� �\ �]70-�_�� cfs �� -_" -� .. - F ��� ___-_- -_ � p� — _ - -- f PROPOSCD ... \ Vln I A2 ks ..— °-_ _ _ n_ --- 1 .., F _ _ _ _ — _ � _ . _ ' � SYST l.1 * ' P.EMOVE DI8 PIPE f \ ^ '— — �� .�-'- -'-_� -___-___ 2GI �- �- ' �_ - _ - __ � � — . nl N �rI�U � IN R 2.75D �� C III -L- _ _ _ _ _ � � _GI i _ . : _ _ _ � �� � r ��' * * - ' I 2GI 4 . �E� � � _ _ -- — — — �' �i: -- _ — — — —�- — ' PERMIT � �� ��__-' 15" a .ii 261 �. n J IMPACTS FROM � � = R-2915D �:�-��- -aennove 2�i �- � e . LATERAL V DITCH � �� AND PIPE FROM \ � � W94 SY PSRM � PROPOSED DRAIIJAGE � - SEE DETAIL K \ IN R-2.1SD � REMOVE 18- �y.���-'� W g � � LAIFRAL v DITGN 2 TONS CL 6 RIPRAP ��\ � qN� PIPE • �(c� - 7 SEE DETAII 9 W7 SY GEOTEXTILE � i 'i `"'^- �r,� r C -�-� a SITE 1 --------___ _ � F � �� F-,�, �`. _�-� _ _ � � _ _ � ` � � � ,. F � ',°� C � � U - SP C_UT DIICH � �/.. ... .. - - -. # � � - � . _ � \ SEE DETAIL A C � � � �\ � LnTEP. L V D�TCH * � � _ SEE DEfHIL B H, * 2 TONS CL B RIPRAP G �� ��' _- � -. w7 SY GEO XTILE �-_ �� _------� _ � > ---� .—� � — _ SEE INSET A � � �,�—, �z �ts �ATERA� � ��T��, . . � —.. . -� � �. � -- � V10-1.06 Ws SEE DET.41L � � �l SITE 2B E � . `�� _ - - ' � 7 - '� I ' � — � E _ _ '`— ,k; { � � I .,�- �N , � - �- . . � � � 1 � I � �- - � � �I i � -� � - -,<� �� _�- J� ,/ _ . - ) .� " � !.r '- _- _ BEGIN TIP PROJECT R-2915E � ,•; ` ` - � '. :., I ��` ~ -L- POT Sta. 668 + 25.00 ` A-A B-B C-C D-D E-E F-F 3 0' _ 5 0 _ 3.0" _ ,_ 12 0' I__ 16.0' _ 5.0` --=--�00 � _ ._. 00 - ---.r0.0' I.-� - � 0.25= -- 0.2r I .- 0.0'- �. 0.5'� . � _ � _ .. . 7 _... 0.5'� - � � '1.0' . 3.0'� T � 70 � 0.5I -- '-� i 1 i i t t i � i ---+ - -�---i '--� 0.0' T ROADSIDE 0.�' INFALL 0.0' ROADSIDE 7.0' OUTFALL 8.0' INfALL 0.0' ROADSIOE R-2915D PROPOSED DRAINAGE Jj''i, �% __ �- -� � , ,��« �_ od � a �. ;- .. � � � kcmn \ \ PL,9NS PREPARED BY : R�C sC RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 2 76 09-3 9 60 NC LICENSE NO. 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I � 20'1 ... � �Si � 20t � -_-, .+--I . _ 'I ___ 4.0' ROADSIDE 4.0' OUTFALL 1.0' OUTFALL 4.0' OUTFALL E-E F-P G-G H-H 5.0' ,_ 16 0' 3 0' _ 10 0' _ � 0.2' '_ :_.� OS' -_ -._-.. 0.0' I _ . -�._1.0.25' __- _.--- - - i — - _ I- . - . 05'� � 35' � O5. r i2.0' ' J— �_ � i �_ � J— F _ � 1.0' ^ OUTFALL 5.0' OUTFALL D.0' OUTFALL 4.0' OUTFALL NGLISI=� _ - `_ -�, 2S � 25 5� SCALE FOR INSET 50 25 0 50 100 `1�11���� SCALE PERMIT DRAWING SHEET 8 OF 46 I F F � DENOTES FILL IN W ETLAND �5 5 DENOTES IMPACTS IN __ _ _ J SURFACE WATER � DENOTE$ MECHANIZED CLEARING I�—� DENOTES TEMPORARY , TS TS I IMPACTS IN SURFACE WATER O 0 O ti �\ Nl'���I ` 'C \ � _'� . ______ _��JS - ... INSET A 30" I NSET B � 0 X 0 SITE 4A ^ LATERAL 9ASE DITCH W��2 TOIJS CL B RIPRAP. 134 SV GEOTEXTILE SEE DCTAIL L LATERAL �ASE DITCFI _ _ SeE DETAIL G .. y�W FENCE �A1ERAl BASE DITCH ._-- `� - . LATE�AL �nSE DITCH — R SEE DETAIL G _ __ _ - - 5[C DET41L G �/ _. ____ -.-___,-_---- - .�____ -_ -- ___ __ _�_ - _ -__� _ ___ . --� . .- _ �_ - _ - - - _�' ___ j.J7L `� R __ __—=-_----_-- — — —_—=_— -- -- - ,�, r �TSFCLf)CTAIL GBEGIN � . _ .... —I-- F � COL2�LLt�iOWSEND _'__-- �--'. ? W FENCE �._ .- ____ . _- O i±J ...p _ - _ _ _.. � ' � � ___ .. - ___ . . --.�- _ _ - - � � - " COLL?.F�' c!) - _ , - I PROJECT REFERENCE NO. RW SHEET NO. NA� N+SRS 2� ROADWAY DESIGN ENGINEER SHEET NO. HVDRAULIC$ ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED �_ ���`'-� �� , �yyJ --rut �---- � - - _. _ .---..__.___ ....P�E.._.. L4TERALV DITCH - F._ .. SEE DETAIL B --�-� �'�._--._...____ . ���`F_ _-__... - ---- -- - ------ - ------ . - -__.� ___- __A _'-__-- _--- � _ - -L- --- - -- - ----- -- - - - - F --- -- z — W ---- — - z�i � -- _- o , N -- - — 2 -------- � _ '' _ _ 2Gi ' __ - - ___ � x __ __ _- � O ___- --- F� u � PLUG & - - - _. x. ---- - __ v- -, __- ___._ p __-_ ' ______ 24 _____ _ L -_________ � ' O - _I _ __- �� -___ __ ` -__ -' ,. ^ � D ___ FLOw.4 - 2GI � - - _- _—_- _-_______ _ ZG� - FILL - � ' � --__�_ 'G _ ____ _ _-___ _- �' _______- _ _ - _ _ _ _ -' - w ___ ___-_-_ . � _____. / H \ \ ` RCP III �� � � - ___ __ _'_ _ ___-- / — - _ — Z __-- - - � _ DROP STf?UCT. . __--- __-� IiCSP �___-- --¢�� eP,.H DI;OVSTRUCT -_ Q _-- �� F ? ELBOWS w � iDROP DCPTH >>' INSET ' i I DCPTr1=0 ) 16 � F V1C �.5 tl�s r DFO' .b' -- - - � B r STANDARD V DITC � - � � � i SEE DEtAIL 1 11 TONS CL I RIPRAP � � „ � _ _ � _ _ - ..- _ _ _ wMH �' W 22 5Y GEOTE%TILC F � .y J � 24' CSN i� '-- - -- -� - , .�.�` . * � � ON BANKS ONLY �. * 1t ,�. .�. �. ,�. .k SITE 5 �o acr ui * * - � z e��ows � � _ see oerna �F 1 � * �� *� -_------ . PROp. L�TERAL 3FlSe DITCM A Ww FENCF SEE DETAIL G .� C � ,- A W �� /_� (i � � �J � —__�_ � �l! � _'_ _..__._ -.___ � ___ _' � '_'__"__- -_____"_'__..- �/ '__'�___ ___.- /, __ _ --. � _ '_ -'- _ � _ I ` -- _ _' �Q _ vi J � � a ' � 2 TONS CL B RIPRAP *'x' � . 11 TONS CL I IPFAP ,'k .'- _ �- �� �� '- I W7 SY GEOTEXTILE � w22 SY GEOT XTII.E V10-51 ks � `^'��"�H F� �J ;_ , , `- E � G � F * � ON 6ANK5 NLV `q � � � E Ld7ER,4L V DITCH � � � w QIO-; 67 ' S Y �r � �---'-GW46 TONS CL B RIPRAP, DROP STRUCT. �� Z c'rs C $E[ �E�AIL 4�� D � / SITE � B � r 178 EEY ETA�ILEAALE 5 TONS CL B RIPRAI' '�.�ROP DEPTH � P'j \��� -_ � jyr` V,� ' 8 f,' ,� SEE I N SET A 5-'_-- __ '�,5= --- _ __ ' 10-i228 cf W1a SY GEO7ExTILE � � F ` .{ � � V10-1.42 Ws � V D - � _-- `� e � ,�y�.;"""_ �`' �l � ` e � JF -, C i � ` �'� SITE 3 �t �� -�- . ' �� -,S�RCF s R� _ __ . --: ��, �.__ /// a�� ~ �. ' � ;�.` � L � ! ' -' � ! , 1 � �'� WILKES NATIONAL BANK -_ � t< � �55. _=__ �ss : �. E. WOOOIE AND WIFE NANCY LANE D.WOODI � �H I; °�s�___ �5 ° , „— � °-,s°°° -� � H C � ._ � �� � `Rr - :. �� - � � ... .��� + 1 �; I , � % �; _,�� I c�'`���� � CB � � �ce '� IHIGH COLNTRY BANK I Il, . FOR -L- PROF'�LE SEE SHT. 19 PI.ANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 • �919� 878-9560 A-A B-B C-C D-0 I--is_o �a.a' - � 4 0' 6.0' �- - o.o o.z�, °� •--I o.'s' _ I - 10'i T ,_ I ��. I � 20'1 ... � �Si � 20t � -_-, .+--I . _ 'I ___ 4.0' ROADSIDE 4.0' OUTFALL 1.0' OUTFALL 4.0' OUTFALL E-E F-P G-G H-H 5.0' ,_ 16 0' 3 0' _ 10 0' _ � 0.2' '_ :_.� OS' -_ -._-.. 0.0' I _ . -�._1.0.25' __- _.--- - - i — - _ I- . - . 05'� � 35' � O5. r i2.0' ' J— �_ � i �_ � J— - F -, _ 1.0' ^ OUTFALL 5.0' OUTFALL D.0' OUTFALL 4.0' OUTFALL �,GLI3Fi PERMIT DRAWING - � SHEET 9 OF 46 _ — �y IF F � DENOTES FILL IN ZS O ZS SO � WETLAND �5 5 DENOTES IMPACTS IN __ _ _ J SURFACE WATER SCALE FOR INSET � DENOTE$ MECHANIZED rj0 'Lrj � rjQ ��� CLEARING �' �"_ I� I� T-5 TS I�I DENOTES TEMPORARY SCALE � � IMPACTS IN SURFACE WATER O + O O ti �\ Nl'���I 30" ` 'C \ � � - --__ ��JS._ INSET A I NSET B NA'— N+SRS 2'0- PROJECT REFERENCE NO. SHEET NO. RW SHEET NO. ROADWAY DESIGN HVDRAULIC$ ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED — — _-- — � � I ' � / -,,� �i�r ,; — -- 1 - — . _ _' . ._ � f _ — r - _.- -/ — - _� __ '. �I I � I �I � � ` i1 � ` - . �_�L, .. — _ . . \ � �. � __ _' _ _ _ � _ � ' _ I I - -' � - i, . I . " . _-- . � — _ �� _ _ O —� �.. , -� � ._� .- � � � -- SITE 4A ����'-�' -" _ � iniean� BnSe oi7Chi _. _ _ ���� - __ �\ . W���2 TOIJS CL B FIPRAP. -' -- - 13A Sv GEOTEXTILE _ - _ SEE DCIAIL L LATERAL 6ASE �ITCH � . a � - �j SEE DEfAIL G . ... .. � .. y�W FENCE LATER4L 6ASE DITCH .__- - LATE�AL 6ASE DIiCH /S x R - ste oer:.i� c.--- �-� � � -_- --- . . ii _ w ----PDE �----- -�---� - ---- ._ . _ _ SCC DET4 G W ._ __ i _ _ _- _ __ --_ ��� F _ � __ -p� _ _ . �,_._ � . - � - - �� - ..___.__.__ P�E... L4TERAL�V DITCH =� - .. .. _"_. ...____ _ _ ___ _ -_- - -_ _ _� -_ _-_ - " _ F._� ILB r SEE DETAIL VBEGIN �� _ �__.-- ��� F�-- --------- � COLLAR 8 EXTEND ...� LI ` y. �. :.:- _�---- .... SEE DETA wPF M _ ___ L6�TERAL BASE DITCH - ��51, y� -�--� .._ -.:: PR V+Te-AL 3FlSe DITCM � L�OW$ Ci� � W q7„ - i SEC DETA.L C- W. �. - _ __ . :.. -._ EN�F C W FENCE ; _�. F - _ _ _.. � � :. _ _ \ _ _. /' . � ___ ._ - .._ �_--.�- ...._�,;, COLLqF� � ---- .. -. i � i ' _ I, . (,%� . .-. _.. . . _ _ _ _ _ _ - �� �.� J I i,•�, ... _�. F __ ... - - _ W _ A _ ------ - — ---- - ---- -- - -- - - _ - --- _ - — Z . .. -_�_.- p _ , -____-____ ________ _. ______ A -� ______ W F _ -_____- _____-__- _' _ \ - - ____ _ _ _--___ ►� _____ _— _�_ ' 2GI � � _ � - _ __- _ C¢ N — � � -J� �_; _ c - - - � �� . W -- �2___ �- __- ___ 6 � 2GI __ _ " � \ _ _ __ O -- ___- - ` F u x' �� PLUG & _ _. ___._ . _ �' � _ --- — - _ _ ' '_ L . __-_ v _• 2 _ _-'__ _'_ , _____ �O - _ _ � --___________ � - �I ' � _ ________ _ < -- � � -' ,. ^ �D FLOwq • � a - - _- _— . -___-___ 2GI - . _ _ - ZGI - O _ FiLL Q __ 9 . - _____ _ _ -__ � -___ '_ ' �/ � � — �' ' . —� __ � __ _____--_ _ . - __.' __ _-_ - - 'G - _ _ _ _ _ _ °i _ ______ _ ___. r � __�_. � � . __ __ _ ____ _'___ _'_ -_-_ -___ __. _ � - - _ __ ___ - _ � Z -�"' - 1�" CSP � --Q. DROP STRUCT. - - • __ _ --- --- � W �-------- v.P6H Df;OF STHUCT _ __ _ A Q. ____--- �- F 2 ELBO 5 w�� (DROP PEPTH-1.1'1 Ln`JP DfPTH-..ei ___ '_ �-" ' V1U-5.5 tl�s r . ",�.. � � F � � __ _ i __--__-_-_ i _ '_ _, _ ^ _-- STANDARD `/ DITCH l� �;i' RCP�III � ,` � / � _ � i � SEE DETAIL J � � _- --�- � ,�- : - �,.MH*� *� ,�, P�� ��� SEE F �*� � *� � �* � --_ SITE 5 2zE��owS � y - - _ � ; — - � �* INSET B � � p � �, - �� � - - ' *iF C . * . _'l 1G � __ I F � ` V10-SINa E y� - - . , . w�MH F ��� � Vl(1 1.,8 Nrs * ` �':CJS - --___ SI�_ -O_____ — 15-- � a�E SITE �B / � Wa118EOEYD TA�ILEAALEAP pROP DRUCT � � I, ./ Z QIO � 6i . / /` .G EPTH 58'� �� �./ � � -_. j5 '-� � . _ � _ '� SEE INSET A 15-- — ,0-�228 �t.. ��--- �_,'F �,o-,.�� F�z � ` � J - - _ _ - - � e . - �y. '_"",- �5 . . 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Ilii��, 150 140 130 120 110 100 90 SO 70 60 50 40 30 20 -L- 10 0 10 20 30 40 50 60 70 80 90 700 110 720 730 740 150 NGLIS� � — �r ��I�II�I� SCALE FOR INSET 50 25 � 5� ,�0 `11� 11 ��� SCALE A—A B—B C—C ao ao so `oo �. _—oo �_ Ioo �. o, j—� 0 5-� ;- o s � �— � � � � �� +-i - �--i 0.0' ROADSIDE 0.0' ROADSIDE 0.0' ROADSIDE D-D E-E - �o o � -I _ �o z � � _ O.ST—.� 20T—.��� � —� 0.0' INFALL 3.0' INFALL � ��S INSET A • Ts Ts I DENOTES TEMPORARY PERMIT DRAWING �MPACTS IN SURFACE WATER SHEET 16 OF 46 0 0 + u, BERM V DITCH � SCe DEiAIL AD NA'�I�jSRS 2� QQ�C. � tlEft,y� V DITCH W��2 TONS CL B RIPRA2 9J �'f GEOTE%TILE SE[ D[TAIL AE � AO � � -- pDE — oeann anse oircr+ r --_" ` -- vn�a 1oNs a a iziPenP W ^ BERM V UITCH __—PDE ._._------ 1937 SY GEOTEXTILE W.65 7pN5 CL B RIPRn.P - --�. S"tE DETAIL O ----- W 158 �V G[OTEXTILE � � � s« oerni� �E /� P�E _ — PDE — --� D CERM 6ASE DITCH � � - C' 1,�L BEGIN � PROP. FE �� W W t3ERM 6hSE DITCH W;a21 TONS CL fi RIPRAP eEGIN WW NCE - ✓�' A W FENCE �^/a71 TONS CL B RIP�'AP 1055 SY GEOTEXTILE FENCE �I_-_ 1_ t- T 7055 SY GEOI'EXTILE SEE DETAIL O " R .:," � _. _ — — — — � _,' _ _ _ _' . _ y R SEE OETAIL O END QQE . _' - , _[iD0 � _ : ��-t_. - uJ � PROP. 47.. FENCE . W � � ,� i � _ _ _ _ — — N . WW FENCE C � i I I_I I i'I W r� es soo � � , � _�� W ---- ' z e�eows ,�1i1��� = -- ��_ � a, - = " i 1 � �� r iT�l� __-- - , R P11� �0 CSP — _ ` � �f-i — :- _ _ �.� � nF�i�1J� �� ���� � O FS — — _ _ _ _ � i '! �� I .f'.Y�] ["�1+�GTI I � � l� �i I'� 1 �L-�I I �� _ _ � � �iP ---. ._---.—._ —_ ---_--_�— � � 2GI q ----- --_—_ M -f- �- c 1� I�l ` '` 2GI FS Q N IQ � -- � � _ —` - J --- N_2�-- I ' 28' 45.8 E - -- -- - -- J i iTB DI _— ___— _-_— _ _—__— ___-_— —�_ - __- �_..A ' � ��• SCP.111 — u ' - —__ � W —__ -L- _- ---, ac.o zci -- ___—_ �_ 2 � 2GI 1_- 15 RCP III iB -----_ F C _ z�� _ ; � � �___A F � � ` ___ __ - - _-__— � — U � C `_ _ -_ , - . ._ J \ -- =s���Q —� ' - L /v 2 TONS CL 6 P,IPFAP � � �` `— 3 � / _ l —� -- — — Q � �9`57'/2�-,E ui-Fiu �r°�siiioN � � � � �REu,l� 3� soircoaeo v , � �------ ' i /� — ':S. DfTnILC V70-291- 15 -'`':-- .----1515 �� SPFCIAI CUT DITCH Q 5 F E D E T A I L W ` C � � � _ _ — � _ _ _ _ _ — — � _ B I a - _ _ _ _ _ _ . � _ _ � ---__ -- - � SP. �T. V DITCH — — _ _ ` SEE DETAIL F � � � _ _ C I � i � SF. LAI. V DITCH I � SEE DETAIL F CI � , - -_ `, '7 j —._��:_� r';SIIfGP�n .�. . .�. I' " C / J`- � _ I �.. / ' — — _ , � � .-i_ � .r :'.1 � (�'y. ! �_ --_ ` � �' • _ / •�/ f,I� ` �� " _� __ —� � �= li— �- I '"�-: ._ _ ��� � �— . -....�� l _ � � n l'•�. v ' �� � � _ �� I'I. �.1 -�i 9�PE —M.��� � ", � / - ��' � .. {- _ _ — — — _ _ — �� ��.�' � — � ' � � �.. f/' - l'1 � - f � � I _ _�=��� �'� ` I �__ I I J L_' , _I � � ,,y _ `' I = I�\`�.r�r J �,;` , T �>"' � � - -� M1� , _. 7� , .. , 1 � 4 ' H� ��� � . I .., i- � r i `� '_— �� ' V Y, �`' % � c _ I , � � �i��\ ! , ``- r �� ;� '��(/ ry_ _-`:t�. �-`J �� � �1 _ = VEL H, PIEF2CE AN� �WiFE. �' CATHY H. PIF_FCE -_ _"_ _ � i =- . _"i—_ I I.� CATACORNER �' �� - `� - - '" -� INVESTMENTS, INC. � �����- - — � `�'�!'�4j��--e �'� . _. � �_�n�., _ _ � F / h. / / - . tc 15 __ __,�,��yu�- ..._ E__a�S15 � �:;._ � 2 TONS GL 3 RIPF<\P (f l$. � ..� W/ SY GEOTEkTILE -�- i SEE INSET A E-' . � --�-� W FLOW.48LELFILL �`� � SITE 7 � � �" �FS TONS CL B RIPRAP �'�—�—� I I W�19 $Y GEOTEXTILE R � I PLUG & FILL i I w�FLOwAeLC j FILL J / F :� � 6 �, �� �'�' /' � / r �, ��// / �. \ L� �� // • / � � �� � J. I�'! � �'-. ( L \\ � .:J \_ �. 7 O " " � 'r'.'. . i � 1 �� �' �, NGLIS� � — �r ��I�II�I� SCALE FOR INSET 50 25 � 5� ,�0 `11� 11 ��� SCALE A-A B-B C-C ao ao so `oo �. _-oo �_ Ioo �. o, j—� 0 5-� ;- o s � �— � , �_ � � +-i -- �--i 0.0' ROADSIDE 0.0' ROADSIDE 0.0' ROADSIDE D-D E-E - �o o � -I _ �o z � � _ O.ST-.� 20T—.��� � —� 0.0' INFALL 3.0' INFALL � �JS INSET A � Ts TS I oENorEs TEMPoanRv PERMIT DRAWING IMPACTS IN $URFACE WATER SHEET 17 OF 46 NA'�I�jSRS 2� = - ! "-- ' i; �`�`,`-': � o >,;� �, � %� BERM V �ITCH � -- BERM V DITCH �", ��-�� SCe �ETAIL AD ~ �`N32 iONS CL B RIPRAP �' . 9J SY GEOTEXTILE � !� � � SEE DrTA1L AE - � — ' 314U _ ��� � � � _ Q AO � � _ _- PDE" � � BERM BASE DIlCH r A _---- � W773 TONS CL 6 RIPRA.�° W �` BERM V UITCH _-- PDE - 7937 SY GEOTEXTILE W 65 iONS CL B RIPRAP - SEE DETAIL O ------ W 1&8 SV GEOTEXTILE �-� � se� oer,�a �E - /� P�f _ --- PDE — � D CERM 6ASE DITCH - �� - C pROP.4�" N W BEGIN t3ERM 6hSE DTCIi W';d21 TONS CL L+ RIPRAP BEGIN Wy�r FENCE W A - W FENCE �^/a71 TpNS CL 8 RIP�'AP lOS:i 5! GEOTEXTILe FENCE p �1 -__ �_ + T 7055 SY GEOI Erl ILE SEE dETAIL O ' R _' � - �---- '- 7 __ , . ._-. '::. � : y R sEE oErai� o ENo _ QpE o00 -� � � � ��1 � PROP. 47. FENCE . 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V DITCH - _ - '-.:� ' �;' SeE DETAIL F C - - � � ' _ ! . ��� r'�„�:?: ' -L'..L � C � �LII -- � SF. LAI. V DITCH I, SEE DETAIL F cl �.ii .. - .. -_' - I~ � i _ I �x� .' -�-�. ,r.IIfG P�r i 'C �- � � ' _- � _- _ _- � � � �I ' � � � � - � . - � � _ �. I .,. :-.i � !I'' ,. � � , _..- i �_ � r-`- --�---. 'zlr� � � . �I � ��� ' _'__ �� �� . ._. _' �� =— '` - ... i ' , _ '- - � 1 ��- S. �, i �� � „ . .. � � . � - ' L � �� ``�! /� ��,1' �, .a.-i -. ;. � I}`- �i�B�PE��ry`n ;� ��- ..— >.'l 1_ \.t Y / � lJ �,-- i r ,.. � - _ - _ �I `���- ` -;��., �-� � �— � \ it -- ` .�� '�— .������-� =-._ � � � � � - �� _ m � r t� : ,,..� (/ , �Y, , —'�-- [• � � � —� � I "� � � '.,I. ` / i . : s: M1 =_ - /� `�!` c�' �l-� _ ��: .... 7 .. j ---- ti �� i � 4 " n „• \ �� t w - � � �_L� � I-- . r Iy�l r f� 1`� �� G �' �, � '7��`•�� _ - � � �, '__ ��` .. � � ���— ^_ -� �` ` s r n -i_� _ � - x � :a. �� -- � � ��� '� h . R - . CATACO NER .. - n,_ , . - .,;,"4nt:__ _ INVESTMENTS, INC. � �����- - = VEL H. 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N7, �NiFNSE�T ' - �- �� SEE _-,��,— -_ � INSET A � �— � R - � �/ i� � �J "_ ;C�Nu � !\ / i;; � � �`� �S �S 2C TONS CL I RIPP.AP / h� o ' � W24 SY GEOTE%TILE /� �1�� e.�� F'�, � - " . � � / �� �/ , , � �z � � a r � F�P- � � ��M� ��- � _ � � FS i, i, Su ��. \ � � �OP S P.UCT. - � / IfROP DE'TH N.S�) w �� I� '-GI-,A MCD. v DITCH w . G„ RLp_II� SEC �ETFlIL I = 2�i'�� 2GI-F. _ '✓FS' - � N N 20° 25' S6. 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R�P-III = � (NOT BUP.IED� N - 5 0.5°a 1 � DROP STPUCT. � � �� 'oRov oF�rH �.a�i w _ � °`c�� � LLJ au° c,P ""M" 1 LLI30W5 PLUG " FILL- /F� �� N 'NOT 6URIEGI W FLOWP.BLE � / � � � F 5=41'.6 � FILL � ZGI A T O - - _ \ �O O s � � — FO �O - < ^ 2GI Q � SP LFT. V DITCH � SPECIAL CUT DITCH N SEE DETAIL F J 10' WIDE 6ERM SFF DETNL �"/ F . 70P rL[v. ��08.U' i.. . � _ - _. .__.._ � � \ ` .... � SEF DEfAIL AC --- ... � E . �---- � ----------------------- �--__-----___ - - -�" �— ------ w ' --- —� - SITE 13B Z 5°ECIAL CUT DITCH '" � SEE DETAIL W 10' WIDE 6EHM � J - S A W'�V GEOTCXTIL[ *�` F I / 2 TONS CL B RIPRAP i STD BASE D:ICH TOP ELEV. 3114 5� J� ' __-___ _-__ 15-= � ---_ j5 __ .._ .C� p7 ���, / � W7 SY GEOTEXTILE S JURISDICIIONAL `N:!7 TONS CL IIRIPRAP, SEE DETAIL AC Z vlt 4., i;s STREAM BETWEEN SEE ab SY GEOTE%TIIE r' = SEE �A SEE �' /� Ex'ST'"� P'�ES INSET E � - RETAIN 8. INSTALL SEE DETNL U V INSET F SMooTH ��N�N� ~ WETLANDS I N S ET B' � ' �--=- �- . -- .. - Q y � // � � � - �'< � ��I _` �r �z �; -�ROBFR7 JAL_' '�\ `o \� �i� (RIP-RAP PAD) / i __.. . - _ ' - - _ - _ -_ -- - - . -_ /,�R. �9� / � _��'—�� _ _ --�__—__ -. -- : �.,._1 — � —__ �Z F/ -- . , I ��F _ __ � P E .. �1 —__ — � '.� .. _-� � . l9 ' — . _ — -- -_ i � .___— -1Y — . . I � �� �. -�— _ - - - _ f� .. �:'�,�rz �ae'� -� � �1�,�—r.n.- -- �. � � -� ��u - - � `. I- -- � MIE+IAEL-AlO�A AN�WIFE. -� i � `� � �'yz��. p ' I �,;. " - _- � _ — _LI - - _ �7NOEL--L��101A � \. - �_ \ Vc �� � �� __ —_-- 1�:� �� -`� _ t`` � : � � ,� , � .� \ � �'t -- i`, Y� ��bl� i � i y'= + - ' ����� 9hih � `�� -- a> � -� �.�. , `y ' woi "'�K i l � wn -i i� ( i � � --� ��`��r� � � . �a -"t, — ',.� . \-' �~ �.t X,� V ' ��- t - �- �-•, '.i ` "�• _�x � --. � � i �r i�� �u;c �� � � , ,_ v, i �?�. - �/ t � _=i _ — .- - . , i � `1': - � - , � , �� ' ^ / t. � ' —�L+�_ "� � � \` ' '�� � /� . 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DENOTES IMPACTS IN SURFACE WATER ?S O ZS SO � DENOTES MECHANIZED �� � I CLEARING SCALE FOR INSET '� TS TS DENOTES TEMPORARY IMPACTS IN SURFAGE WATER 50 25 0 50 100 `11� 11 ��� SCALE � � SITE 15A O �° � � SEE � 15 TONS CL I RIPRAP A � A I N S ET A W�30 SY GEOTEXTIL[ ON BANKS ONLV 3d" SEE DETAIL AF � PCP-III VIO-7.3 fl, � ..�n�N I NSET A -36" CSP 2 ELBOwS 0 + O � INSET 6 . * � � C J �S I NSET C I NSET Dn- , �� � . T. .. �" � \ � / CHA,ftITY _: / -- � � CHRiSTDFEF'_� � � i S,� j • \ .' :�. ` _.. . r' � /. . '- JEP,RY ANO ROBIN BROWN ". �� ., �� \\ / � �ROP STRUCT.----- \ � �l / � �'/ O / � ' TOE PROTECTION . ` -� �� - .. . . � � r- jDROP DEPTH 6.Sy � W5g TONS Cl 6 RIPRAP, STD.BASE OITCH � � COLLAR�� 169 SY GEOTEXTILE W�31 TONS CL I RIPRAP � - W /� SEE DeTAIL v � 69 SY GEOTEXTILE W � -r-!=Y��� SEE DETP.IL D � -� B + � _� �� , i 4 TONS CL I RIPRAP 2 � Q �,_ B W10 SY GEOTEXTILE v� � � ''�"�'�;;;� / ` ,�'m W / / PLUG & FILL \ � � On (/� �/ � WFLOWABIE � F C F --- J/ FILL �� � OFOP SiRUCT F O -------. N -_____ _ _ .Z- _ �. .r �-- T -- IDROP L�EPIH-ti.R�l O- _— ._ _ _ _ _ _ _ _ _ _ �------ - J �� _ 2 r �� � PLl1G �' FILL - w FLOW/ 6LF cii 1 ` 1J � -L- ,r -- � � '.%�.'o, �� — / N � ' s o acsE oiTcr+ - J F�j -W 23 TONS Cl II RIPRAP. F ^' SY GEOTEXTILE i f ° � A SEE DETAI� U . .___- _'�. . - ... � - L � ------� - - - � 10' WIDE BERM a i _ _ - ---- - i - SITE � V - --- NV. DI LLJ � \ � HW TOP ELEV 3117.0'' - --. �--- TO JB W�MH Z \ \wMH � �I� 50" RCP-III SEE DETnIL AC ` . ... �--- SPECIAL CIJT DITCH - - _ � / � � � m �I SP.CUf D�iCI'I SEe DETAIL W �� -----" ` \� �/ J _ SFE �,]FiAIL w � '� SPKIAL CUT DITCH � _ � ? = SEE INSET B`�� _�_� � ,' 2 SEEOETA��A — � c` U-io evioe ar�aM ` `----- ----___ J� � i— T�Fl E�E� 3„a � SITE 146 Z sE. �Ernii nc �'� s ym ''� '�N5�5� NP� i.. � JERF' S` o � ��,\ s � : ;>.. s.^ - �S S! DO NOT DISTURB SHED SITE 17A _ TDE 15 5f ' , �I� SEE OUTfAL� - � ANALV51$ PACKAGE SEE INSET D— VIU � I fis 92" CS? 2 EL'eOWS C F �-� -__---_ F ' .---_-- --.-_2GI_IS"kCr..liL RGCK FILL - - IN POND ?�� � SEE OETAIL Y -' �O F I � � F� � � � � w C � �.�..� ' ` _ , � � ,� ��v' _. -/- QRCP STF.UCT. w B w.MH ��� ID.40P DEPTH-7.4j W — � N N l9` 2/' ll.l" E < rs �ci-n . GR�EU, TL-3� - _ _ e o_r_i ' i N�u� a Fi�� w F�owao�e Fiu � � O + � � 1 ` � � � � N pl a 12GI A J - a _ _ _ _ - ► _ _ - +r -_ . - ► - - _ _ � - I �-'tY . '��Y-�=�-�._ _ "._ > �� -� SPECIAL CUT DITCH I � FS SPECIAL CUT DITCH --- � ��SEE DETAIL w �� m SEE DETAIL W � w � � ' � Z �C _._------ FI� Z / -� �-G � J F� i � ----IL___ // u � - — — I � SITE 17B �'' I ��� ` � i � � -DROP STNUCT. ! � � � 2 (DROP I FPiI-1=,ri 6�'i __ _ � � . _ E �in E 3 ' _ - - - _ - O � . Z F. . I�'� � . .. � _ - _ - , py �.' `}`���`� t . .. — � -ExiSTING 36" CMP '� . ... UNDER CANDIELIGHT /� SEE INSET C � F ��IF� � �, DR.IS UN�ERSi�EG 2 . r�� . 8 PERCHED, INSTA�L k'rl C �\� A JB WITH A DROP � � �/S � IN 7HE BOX TO TIE I* � T�1E EX�sT�N� 36 SITE 15B * * � ` - — ��s�� `� ro n NEw PRoaoseo � � Fr ' �\\ . 60" RCP OUTLET S �S � _ - - _ � r\\�' � .�i = H �I�'I� -H ��, - 1 I. � �---._ _ . ,� ti � i �' � . .. J�<N'AND WIFE� \ �`\�,\ _ � . iARMFN / \ � �, _ . -_ I . -" � '�IN . �r -� _ . . / \_, _ �� _ -' ' -- _.rc _ I � � _ ' / � ._� ' ���� - WILLAM H WILKINSON Hl1SBAND. � N` � . A`.I' '�M1'I� I.LI���t� 1"II .It��,.l.: . A-A B-B C-C D-D E-E F-F G-G 8 0' S.0' S 0' 7.d 12.0' 6.0' 6 0' ro.r - _ . - ro.o =� - _ I'a o ---i o.r -� __ - o o � o.o — _ - -'� ro o �_ - I 0'��—� I O�L �� I.0 i.. I-'� 1.5 � I.��� 4.S�I � �� I.S'L -�� 2.5'i �.�:. 1� . �-I �--i '—� — �-� �--,. 5.0' OUTFALL 1.5' OUTFALL 3.0' OUTFALL 2.0' ROADSIDE �.0' INFALL 1.5' INFALL 1.5' �INFALL . D�. NCW i ON CAVINE$5 '"t Y � ��� �� ,' �' `n ��'L:��� . �. \ ��� .� � jP�a `� .. � ,f� �� �, �� : � ���`.... - - .. \ �� y � \ / \ / �OMAS JARMEN AND WIFE, UNDA JARMEN H-H I-I J-J ��^ I_ 6.0' _ I_ 5.0' ' ._ b-0 ' o.o - I_ _ o.r - I o o-_ I_ 20�� 0.5�� 1.0' � � 1.5' INFALL 2.0' INFALL 3.0' INFALL �, � 4�h I� ' ✓ ✓ � L. Pf� F7[1 Ai,IL7 4V' P P sua�cE wnreaTs iN pERMIT DRAWING �PONo� SHEET 26 OF 46 ,-_�N,G LI � _`F F DENOTES Fl�l IN W ETLAN D ra;` iy 5 5-".. DENOTES IMPACTS IN SURFACE WATER ?S O ZS SO � DENOTES MECHANIZED �� � I CLEARING SCALE FOR INSET '� TS TS DENOTES TEMPORARY IMPACTS IN SURFAGE WATER 50 25 0 50 100 `11� 11 ��� SCALE � ��� ,�, � SITE 15A O� � �� � SEE � 15 TON$ CL I kIPRAP A � A I N S ET A W-30 SY GEOTEXTIL[ ON BANKS ONLV ;�,^ SEE DETAIL AF � P�P-III VIO-73 fi; �g #* wMH # � f < '�N5�5� NP� �. ., �� , � I N S ET C �.. � / � � DOCUMENT NOT CONSI! I N S ET A I 1 \ V ET V - UNLESS ALL SIGNATURE; INSET D;- ��,��:-.,, --;�F � _. .S� _ �- � _ `� i! _ o , ,/ ' + `, � � o , - ' _ � O �� , � �`��� r �� �J �., �-' — - � �:. "O 3\\ nb i��:.i n fR� J�.�r - :___ �� _ � -,�n � ♦ I"' ' � F' 1\ - � �p_i c.'::I . .,— � ..,_. .,.�r-. � ,. ___. �_ � - -1 � h ,�. t.c � ,. ,�.. . ; � . �. � _ . _- , � . . . . , / -.. s � SITE 17A � .. � ._ \f �4` �;f ' -"Fa� ' I'' �S-S!. ' I � . '` f .. ., -. _ __ : ' � \ f. �,\. �, .. •.._'�- 1--' fi:? 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'2oU1 N'�Ns�ts � A-A s.o -_ro.i� ._I _ i 1 5' — 1 �— 4.0' OUTFALL 8-B a.a �o.� I _ � 2.0' 2.0' ROADSIDE C-C _ n o' �0° '- � 10 �-: J� 0.0' ROADSIDE D-D s.o' _ loo _ � 7.5 I ' � �— 0.0' OUTFALL E-E n.o o.�� _ o� �- 3-0' � OUTFALL F-F i n o' _ o.o 1.0'� � J� — T. 0.0' ROADSIDE ii i 5 S oeNores iMaacrs iN PERMIT DRAWING '� SURFACE WATER SHEET 30 OF 46 __ N G LI J'� II TS T$ II DENOTES TEMPORARY 'r IMPACTS IN SURFACE WATER 25 0 25 50 `11 �I-���i� SCALE FOR INSET 50 25 0 50 100 �I�T1�� SCALE o ii + � , � � '�CZ�'�L � r 5,�.: .�� . . �\; ��,� i _ _ ,`.�y �- , � ,- .. r�OB�F r�: �. i � 7, -. - bl' �L __ �/ � II � = SITE 18 �', w°.To F�.�� o�T��i SEE INSET A w w;i ro��5 �� i RiF�.;.P 63 SY GEO'E<iILE = SEe DETnIL D _ N v�o e o ris � � W C � A_'. 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Z SPKIAL CUT DITCH � �COLL4R - SPECIAL CUT DITCH ' V70-6.2 Ns 0 � _.�5J5 �� J��-=�- SEE DETAIL W AN� EXTEND �N'60? SY PSRM °' - E' � 24" CSP w:MH __ . - - - . J (1 E�60WSI m _ _ _ _ . - _ . _ \ -. _ .. .. . - _ -. SEE DETAIL AA DROP STkUCT -- .- �7ISONS CL I RIPRAP - � �S�S 2 D t _ �, IL ���= 'rt- U Z _ � v ' - ��� _ ._ � 1— �-- . i! � r�`_-C �._.i ', �--v.y _: � a � _ _ �_ ,��,_ --- - � � ����z — _ � — — �� t,,,� - _ �,i --` - � -- - � - ��s�s � `� . „���. - Ovl€ � � , _ " � �: -.-1 - _ _ _ .�.�il����l�1�71��1�1��11���.�.-. �� � �� � \ -- _- ' ' / - : � Il'+r -i �_ . .. � ..,� -, _' � � .'. � ^�� .,� � .-_ 08a.1 __ `}\�.., �[�c._/ - �' — , �, , ' � ' _ , _ � >�. 4-�.w.. k.� _ . __ _ � - � _ - ' - �_'c�� _ '� . � � - _ . - _ e .'ir �� .. - ___.. 1 i�,.i� � - _ �� � � - -� . ' � . ' �� - -�_ �, , �' �, 1,��,_ i' - � ;/ � -- ' � ' � SYSTOEME (DROP DEPTH 3.a'I j55 -�.�--� N.�I,� �l GEOTEXTILE ON 6ANK5 ONLV � "� ScE DETA�L AF ISJS ' � �s,s� �SITE 19 SEE , � � INSET B ; _ �--- �, `= �=— _ I � �, _ ��� _. _ _-_ - -� . _ ni�r�_t- -��i" - uu� 5, — �' � z;:� - � `— - -� _ - � " /-- � o�,_ J i _� � �_ ' �/'f� - - � - - A-A 8-B C-C D-D E-E F-F s.o a.a � o s.o ii.o_ in o __ �o.i -I _- �o.i, --I __ i-o a�I_ _ I'o o �I _- o r I-- o o __ 15 ��-.� 20' �� 10 � � 7.51 .. � � I3.01 ..' 1.0'� �- 4.0' OUTFALL 2.0' ROADSIDE 0.0' ROADSIDE 0 0 OUTFALL I 3 0' OUTFALL 0 0' OADSIDE � � NGLIS "� -E �- ,vr� 2S � 2S S� SCALE FOR INSET 50 25 0 50 100 `1�11��� SCALE PERMIT DRAWING SHEET 31 OF 46 TS TS I DENOTES TEMPORARY IMPACTS IN SURFACE WATER I-5 5,.�.'I DENOTES IMPACTS IN � SURFACE WATER . F F , DENOTES FILL IN WETLAND �E , E �. DENOTES EXCAVATION IN WET�AND I DENOTES MECHANIZED CLEARING O O � T A I NSET B e INSET C - �� /� ��� /\'� i \ �:_ ;�I = �4 - ti .. ' .. _ \ . / LAIERAL BASE DITCH SITE 21 � � � � � ShE DETAIL G � E-- - - - E -E E E ��, �\��.. SEE �G _ _ - . - - ,_. __� _ _-- - J-- T —__ _ _ �` . _. PROP.47" R INSET ------= _ 1OE PROTECTION � . � /�_ � - � - - - ._ _ _ F . _ . � � WW fENCE �/ . W o2 TONS CL B RIPRAP, ' / ��------ �� \ - - - - - ... 181 SY GEOTEXTILE � / � - - - - - SEE DETAIL V tV / \\ - - - _-. - / \ ...(c. --' l . .- - - _ _ _ _ '_ _�_ _- -,/ - - _. _------_-._.—__ \ - � � . �--_� bp.. ��� � F _��_ - — - - _ _ _ _ _ � � '� BEGiNF DROP STRUGT. RCp-III FENCE LATERAL V DITCH �DROP OEPTH-3.0'� W�179 TONS CL I RIPRAP, Sp. Det �� � " � 431 SV GEOTEXTILE JB .Slu� �� SEE �ETAIL K LicJ � F�' F f � PW6 & FILL ��.�� T� � i W'FLOWAOLE ���� � 2GI FILL � /r;, TB -- — — - ----- --- -------- --- -- - ------ ---------- zci - -- - �., - -- - - - - - ----=- ------ -� --- -�--�' - -- ---- -- ---- - - A SITE 22B iC TONS CL I RIPRAP ' ��5 S'! GEOTEaTILI OIJ 6ANh5 ONLY ' SEE DFTHIL AF Cv°�a-97 (�s �....pO,;; � `:��� , n i - _ �. _-- F'� 15" RCP-III -3� 1B LRCP IV Sp Det � Jg ��Slab Z L'id Z 1B _ "� N�H — O T6 � �� 15., � P�P-��� SEE OUTFALL �j� ANALY515 PACKAGE �� TON$ CL 8 RIPRAP Wi7 SV GEOTE%TILE ' ATERAL V DITCH SEE q �' DETAIL B r► \ \ � � �� W ---� I DROP STRUCT. (DROP DEPTH a b'� � � :�I y -- - - � - O -- N - a - -- --- -- - - - _ --- Z � - — O -- --- ' ----- _- - - - -- -- -- A - - -- _ - - - - -- - � --- --_ -- � --- - - --- -- -- -- - - -- - --- - ---- � -_ - - -- - -- - - - - L __--_ _-_ _. --- - _ � � � � F _ - _ - — - - __ — - _ ---------------- - ___ _ _- � _ _ _ __ � � _ _ �� '1 --___ _>—__:_- -__----_-_---- - _.- -' _-__ -__ _ _ __'_ - _ � __________ _ _ _ _ _ _ __< -____ ___ __.___ _ -- -- __ - 6 M = ------ - - - — - c ---- - - - � -- -� — �- ___ — ---= y,`�?"� - - - -- - - - �ci \ ---- - --_- _- . ---- - - — � --'-_ _ __ - __ � �S OO,r F � _--- -_` � � a__ � � �� _ - =--_ � F � � G F� �� � ` . . _' — � _ f � S �\ MH� RGP III . � � � ' i r - -, ip � �"-� i ��., :�` _`� \'-`_ - - J � / - t 5.9,,�� �' ,B .wNH � SITE 22A '" �" � � �- Z —' j -� 4 TONS CL I RIPRAF __ LATERAL V DITCH 19' _____---.-JS--=-]$------ W118 TONS CL e FIPRAP. � 1 FCP-lil `Ni�J SY GEOTEXTILE _�S___�S- ---- -- �; 282 SY GEOTEXTILE J - , SEE DETAIL K � W ,� STD BASE DITCH � _ - - -,5=`-'S SEE INSET B Z�'� _ W, o TONS Cl I RIPRAP. A--� - JS--- 15 � __.- -_ _ 6. SY GEOTEXTILE � _ � SEC DEfAII D , '�; F� J �s �s � Q '_ �_-- JS�S- � _. -. -1515__- --:.-_- .: S .i-_ � A C - �s _s�5� - _-_. -_ ISJ� -_ - _,-f5� :;.15' ` � SEE INSET A - '� � �5� � _ ./S�� / / _ SITE 20 �-�5 —'� � � � ����� � ,S "-. 1S " -S �-�W FRAMFTON dN� fOPHER�FRAMPTON A-A B-B � n o a.o� o.r --" _ _ �o z -� 3.0�. i I� 1.5 L� � �--I .'-_-� 2.5' INFALL 2.0' OUTFALL / � NGLIS "� -E �- ,vr� 2S � 2S S� SCALE FOR INSET 50 25 0 50 100 `1�11��� SCALE PERMIT DRAWING SHEET 32 OF 46 TS TS I DENOTES TEMPORARY IMPACTS IN SURFACE WATER I-5 5.�.'I DENOTES IMPACTS IN � SURFACE WATER . F F , DENOTES FILL IN WETLAND �E , E �. DENOTES EXCAVATION IN WET�AND I DENOTES MECHANIZED CLEARING O O 6� T A I NSET B e INSET C � — -_ __ �;__ \ - _ � ! ,-��; , � i �� � , 1 _ � �7 �'^� SITE 22B _ ,� � - i_ ^ LHTERA� BASE DITCH SITE L� � \ / r . ` �0 TONS CL I RIPRAP ' FE JET I � - �^/�5 SY GEOTEXTILe \ _ _ s � A�_ � _ __ SEE �:.t . . �� -E _ E -E. . .- - - - - -- . � _: .. . . - - E '--- _' � _ -. - .. - - ' �- � - - - -- - - . �— � � -_ _ , __ . . . . INSET —__ .. _ _ _ - -� . _-. -__- F ' PRO 47' P R --- -"--- _- - TOE PROTECTION � � /�- -- - -� -- - - F- - � - \� WW fENCE �/ . Wo2 TONS CL B RIPnHP, ' / -..-----� � ---- - 181 SY GEOTCXTILE / \ � - - - - ' - - - -.. - SEE DETAIL V tV / \\ . -�..' . - ';... �. �'. . ,_.�, ' -,'- / . \ C�. . ,--- .. .- - - - ____ ____ __ :/ . _ _ -. -___ . _. � . - _-�-_-----._.--- . �', . . _ \ . --_� ,... � ��, �� - � F �'� BEGINF FCP-III �s-: �- FENCE LATERAL V DITCH DROP STRUGT. �r- _ �: � — W�179 TONS CL I RIPRAP, I�ROP �EPTH-3.0'� 5. �ei. " -T ��- 431 SV GEOTEXTILE JB�w:Sla6 .. � �' �'/,'�� ��f- ��--- __ - ---- SEF OETAII K Lid _ ,. /�'" �`_ � . _ _�.QFri�. . ��' QOpi� __ _ - -- _- _ - .. - . � _ - - _�. - - � —_ _ __-_-.. - TG � i W F OwABILe .f� �GI FlLL � �,. Ts - - - - - - ----- --------- _____-___. _ _-____-______— l 2GI ________ �... .. ___ -_______- _ _ _-. - - - ----.--_---_______— � � __________-____-- __- - -_ - - ON 6HNK5 ONLY SEE DETHIL AF -� Cvlo-9 7 Os � p� + "�n �; - _ k� _--- F� 1i RCP-III -3� 16 LRCP IV Sp Det � .IB .�51ob Z Ld Z 1B �- NMH — O 7G 7�,. a P,CP-III ' SEE OUTFALL �j� ANALYSIS PACKAGE �' TONS CL 8 RIPRAP Wi7 SV GEOTE%TILE ' ATERAL H DITCH SEE q �' DETAIL f3 r► \ \ � � �� W � _ DROP STRUCT. � IDROPDEPTH-n.b'� �� :�I r --__ � _ __ _ "" ____-__ � - _- "' _ a --_ -_____-_ -_--_ ___-_- _ _ ___-_ _-_____--__- __ - A __________ O - - --___� -. -- ---.— --- _- - _ ---___-_-___'___-_____ ___________ ___ _ _ - - _ - - _ n -�.. _ -_ _ _ -_ ___ . _ . __ _ - - _ ___ - - __ _ � __ .------ _ _ ' 1 __-_ - _---: - �- - _ - _ -- _ - -l- -_____-___ _ - - -_. - � � � � F _ - - _ _ _ _ _ - -------.---------______ _ _ �� __ __�. __ ___ ___ _____ __ ._--_ -----_----- ___ _. - � ______ _ _ _ - - - _ _ - - � � '- __'_ M - -6— � ----- c - � - _ -- --- — — — \ S��c O` = ------ __ -- __-----z�i � �� � -- e o --- ? \ u __" _`_ - _ = F � __ _-____ � \ ��- . - 1Pp� ^ F__ -_---_ � � � - � G. __` � _ _ _ - - _ __ _ ___ . � � ` __ f _ . ---�_ - __ � -. �_ — _--' _ - .. . _i � �� � y __ --� - - - _ --�_ � _ \ wMrt J .._- »_,_ E _ _.-- -_ _. { - ��� �� --�,�y.i s.l NCP III lL � �_� --�� \1. _ _ � 5.9�°��� r1 1B w,vH_�/ � TON$ CL IRIPRAP � -1 -�"_� �-'%i%_ �_���-. SITE ��A � I� rvt,ty�lY._��` .�-'� \.�:�.'-1 __'�- ��� W � - / �� � T ���•.:: P _ ._.. . � � � Z J ' � - - � -- LA.TERAL V DITCH � b`/1� SY GEOTE%TILE -- --------=-�5--= 1 � W118 TONS CL 8 FIPRAP. 1 fCP-lil � ��-'�- - _ . ____-. .-IS=�JS � � . 282 SY GEOTEXiILE � - ___.___ . . � � SEE DETAIL K � � � sro sase oircN ' —,5= -'S SEE INSET B U W u3 TONS Cl I RIPRAP, q_-� _ JS-=- 15 Z, 6o SY GEOTEXTILE _ � � _ � � SEE DETAII D . . ,- ._.',- F� J _ JS�_.- 15'. S U Q � . _ ,._- � v� - �s,S- __ - -,s,s_ --- _ _-_ - ,S ; i q �S. __s�5� -_.-_ -JS7�='-___. �15 ;-15� SEE INSET A — ,,j5�—��� � SITE 20 � 5� '� � '_ — _� --1 _ _ — , ,\ '=�5� "� ° E;� � �, - `_ `-� — `_ ` , �. — r _JSS �S '�-._ � . , . 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Y rf-N-1-1r -rt'-1-1 -rr ' -�. -t ; :;: i i - . I - _ - _ •i :'i• r•� �i •.I�i•i .'i•i•i •i�.r•i.I• i .._i:CI_ I . .. . 1-1_-.---1-I_ .--�_-.= 11.. LrL .. �I.. . I Trl . . =1-11.. i.�. I. ; w�u _w�. i-u�.�i_- ��w_ �w-_� �i i-i � L w�i __i � _� �tr-T ' . rr , rr- Y-rl-r-F-H-1-r -HrF-H-1 -r-r . _t ir , '_i I_',' �L- STA. 803 + 56.06 � SKEW=45 � PROIECT REFERENCE NO. SHEET NO. � ROADWAV DESIGN HYDRAULICS ,i ��. ENGINEER ENGINEER � i i=t '; _ � ,_; � _ �� ; � NGLI� '� t-t I-I i i-�- �--r-I - i i- , II \ C O:� �l II� IL L;' ll' IL: Il� L: �� S i ..�--r - �--r �i � �i � � a • � -� DO V�DT I�SC �OR .-1COL"ISiTI�ON ,:-- � � �: r� ;- � :: � : _ , � �. : � � � . � . , �__�_ � _� � . , � � �, i i i i i i�� i i i-. I i��, i i�. �i �_ ( f�I(;:L,1 bllli�A i(i1 P1L,=�N� no �or rsF ro consrnc-rrron � -r� I . � .Y � . .YT � 1.� r. _ . �-I I - ]_�1 -f 'Y � �'_ . 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' � • � W 21 SY GEOTEXTILE q.5 SY GEOTEXTILE \ra--- j5.`� „_ . � ' � //'� SEE DETAIL D `m`�_ � _ :., '�� � C ... --- 40 TONS CL I RIPRAP �\ � _ _ _ ''� v' � . _._____- -. . -- - \�SFE D TASIOL� FLIYE µE�P� �,' -.. 5 �� ,. � / � .. . ' _-_- . ��- � F . ,�srCLURE WD.� �,�'� � ,- � -------� � -:rt _ i� / � 30" RCP�II- � � ---� � � I \ � � ' ' ! � � � \ � \ :� ��• % � JR w�MH � . . � / � DepP SIf+UCT \ � � . �� PLUG 8 FILL fDROP �EPTI-I-6.[�1 � / W FLON/ABLE_ ' = M F , � F��� � -----� , / go � Ts y _�NE.��_ \� �/ DI _ 2 � -_- 2 F � �_ _ _ _ � Tl _ - - _- _- _ - - '� DI � � , � � � � V% y, __ z ------ _�� x O 1:% ----- n � h iG • ' ------ .; ,� _____-____ � 2GI ------ -- -- -- 'GI PROJECT REFERENCE NO. RW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HVDRAULIC$ ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED �� '� \ yg„E --___� � _ F � � D�JUGLAS TAYLi'�- O X \ \ N \\ .. � j �, .� i � SEE��� �� �� ;, ,, � \ s WSET A � � � ��_ / ` `�� � SITE 24A � � o s - a � vio 9 it� A \ e \`' 1 � LATERAL BASE DITCH � `6 \��� SEE DETAIL G i - � ) �� __.j$� e__ie- I \ Y E ��'__ - _ 60" RCV-III ��� I � � _ �NOT BUP.IE��'__ _ \ / w � _ _ _ _ _ � 18 w�.MH - - � \ � � \ -- _ - . � � N --_____— F —___ I � i6 N DI N '� fn � _- __�_- -- ___. — � - ..-- ----_ ---_-- -- -- -. . _-_. -. ..-__ _. - __ -' --- O - ." __ - 8,.7 F __--_____-_-__ _ _ _ _ _ _ - _ - _ - - i - . _ _ _ _ �� .. _ i _"- _ - ___� ___ __ _- _- _ � � "� ____ _ _ ___ _ �-7 - _� __ __ -__ - -__ __ - _- _�� ____ -_--_. - - . W.75VGEOTEXTILE . I _ _ _ �- _ _ 2 TONS C L B RIPRAP � - _ --"-- - - ---- � _ - - . � � � L4TERAL V DITCH \ _ _ \ � � -- � � ' SEE DETSIi_ 6 � \ O_ � � � .. _ _ p _.. � � F _ __ _ �-- - '�" - LATCRAL 6ASE DITC�� � ' � ' . � � F - � ' . � ' SEE DETAII G � .. \ ' 1 � - ;5 �5P - _ � SEE INSET B- 0 � � Q ,_---'�� SITE 24B SEE INSET C a�� V• �/ F A LATERAL BASE DITCH 2 ELBOW$ � '�, ,� N/�63 TONS CL I RIPR.1P. IATERAL BASE DITCH � .--� �' SITE 25A � � \ ` A 1%2 SY GEOTEKTIIe - SEE DiAIL G � J 5" °ET"" ` SITE 23 1 2 TONS CL 6 RIPRAP -- . � .5� �.�5� � w�7 SY GEO7[XTILC �- _ - r, �_- - - II— `e . - _ _ - �� _ _ � _- R�rAiN s iNSTA�� � . .. --�I-�` . -_ SMOOTH LINER S I v I'�' L �� II �,�` INSET A e� lB ' \ T ,/ I TB\ �r INSET B HW _ /' INSET C � , ��, . S� + % �- ��__ ` I F _ _ / .\ P.IP RnP "T �\ EMBANKMENT � SEF DETAIL AB I \\ \ � ��f \� ���SYJS �y'_ ` �\ ��,� 5�E INSET D '' \\ . '� � v10=18.6 I�-5 2 �� � �, � y \.�\�. SITE 256 ~ � � �� /� , h � ��� //�� � � GURNEY G. MYFj$j " / � . � �i. /� � AND WIFE �.�� ,c',�� �� JOANNE 5. MYERS �.-__.' '� �/ . . ����/ _i' - �l ��` � I .. I E�W?RO VtCTp�:... �� , �Y�r. �I /� AN���WIFA rr �6";\\ r _/, EMI AkR10_" r I <7 � -.-.%�g.� \. /� -_�� P.�ND WIfE, � \ unFnot 0 PI.ANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 • �919� 878-9560 - .� 1 ', T� � TS I DCNOCCSyTEMPORA Y SH ET 3D5 OFI 46 $.0'I p p z o- .�_. ����.. 0��-_� 1.5• i_� O.OI i .1.0? I�� � ryOO^ PROJECT REFERENCE NO. SHEET NO. � �.NGLIS ` , R,�, SHE� No — � _ I IMPACTS IN SURFACE WATER I ! I .� � I _ I i � �� .(7 ROADWAY DESIGN HVDRAULICS _�� I- - I- -1 . - -_-_, � ENGINEER ENGINEER 8.0' ROADSIDE 2.0' INFALL 3.0' � OUTFAII 2.0' INFALL \'h E-E � 25 0 25 50 _ s o _ �� ��� I o,' _- O isT �- �F" SCALE FOR INSET ' \ / � i.s TourFn�� 50 25 0 5{0 100 ` �- �� - ,-I ` �� �-_ �� I - : -,r _. � �. _ � _ ��\ 'u ��� p SCALE � ` = � � I /�i�/ �rv� � � v- DOCUMENT NOT CONSIDERED FINAL � - a �l ? i ��S ' �� -=-_ ) � � ^y��� - _ UNLESS ALL SIGNATURES GOMPLETED � l� � ;�.�, ,--_ .�=� _ . : /�-_ . _ .,p � � � \�1$ l� � . . .:1; -_ __ +G � _ . I \� o ' — _ . I' � IT / . � �\ ` �� '�,\ • . F1:� 5\ : . I \ _a`- _ `�,�'� ,. .4 _ , . '_.-_ .' , , , .,t 0.. 0 __._15 _1S _.-. _. --�.. { O�� ... �. . 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IMPACTS IN SURFACE WATER w1 �'a���� �.� �a�F��� SCALE FOR INSET - � 2 so 25 o so ioo - � HW `1�11��I� ' �� MILLER �=� � DOCUMENT NOT CONSIDERED FINA SCALE �' p� UNLESS ALL SIGNATURES GOMPLET � ;� _�� I N S ET A � ' � `� 1 - / � ���oe- , � zQ �s��• , - ��� < - = All �� �� � • � � - �L�� �I .,wa�v�,,.��N�S;iE; �� o -- �� � �" � ,.': °' � � �� - � _ �� �_ � + � �� �� � � �� _,� I�; o � s ��_ �_�� � _ , � �� / il �Y II � �,�' ;�; � `\�'^ _ /a°iE r"FE,,S INo �� � c �� II y - o 11 ��� - _ �� � � _ . _; _ _; � � ;� � a � : ,,, ,, l=��, - �--� _�- _ _--�_ -- N �j _ � � 2 ` � . � i -� \ � � ,,. � „ , . , - � ,�,�" ;�-,� ro F �1 � ` ' \> � � \ -_ .iHE COUNTY 60ARD, ~�a r�� � �'— -- � �1 '.. Q / ? � — - � �I, � r�u,E�H n.�f.� aut� n�ao �� \ �F EOUCATION - i' ' *` _Y'`"• .� �_ �:..., o �- - I I��� �r .. _ j%% _ — � — � ._ � N� v�4N RfNO[�,�OyCE M4UER - _ �� ._ ��� � �- wz n i LOLIiS A� / -� , � �� � �-�r�' . " r-:,, r , , I_ � � �� �i ' I� / LLC !I � � L�SBA�iG� . 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RT � - _ W7 SV GEOTEXTILE �_-� _ _y �n,e�~�--��� `�t� j� �-- - � i EORGEcEUCEN � BLACK ;-� E9/ m , � � d' � = -3T T ",� `:. -O�t� � �—�— HELhtn -aEEN BL� r � $ � I E 2 6A '°,�`'`-__ `- '� _� To-�� �� _`:�_ � . . �Z - �� - _ r �.... — ' SEE II�9SET A rci+uRCH allo wiFEl� , , " ' �� t : -�_ � __ __ �� ��� - �:_� F- -_ONnll€-EHURCb _ _ � i� ,j� �: �l �` _- � --�..�_ _ _ LLJ W �arean� onse oircH � '"U, ir: �e�_ -- - -� - - _ W a 2 - __ --_ _ _ S[E DETAIL G - L' �y _ - _ _ � ---_ _ - _ _ _ _ _ _ - - _ _ � -, _ i_--_ - _______ •. � ,-, � n.N � ���� A Z N - - --- � - - - - �- --- -- - � -- -- -- — "- - - --- -..------ a N __ . . - -- �� ----- � ---- �-� --- -- --- - -- - �--- —F __ -- -'-- - . �__ ____ _._--__-- - ___ ..__ _ ._ . Z16w�N�H w -_- ._____ - '� _ - - - - W � � ' A .._ � �� LATERALv DITCH �--� - W -., _ _.____._ __ _._ . i --� � SEE DETAIL B i � __-------- -.----._-� __ _ � . - ----- — � ----- --- ' F F' �Fs , 2:, cs� FS N N � HW �� -_--------- _-------_-_-----__ D' � .� 1 EL�OwS 7q'RCP-III � O O 2GI-A O T TA T6 T6 �� � � oi oi ni i I — =L=- i i N_7 _ _ _ — i — M N r - � ------ - � � , _ - - 00 - � o- Q p Q (n � V70 9A fi3 � --- --- --- SITE 26B -- -- �, �---- w,��sY � i -- F — ---- F --- -------- -- ---- -- __ --- F--- — ----- --- --- — -------- J F F F _F- 15 — 9/ ' L B RIPRAP J I — � A— -- tl� EOTEXTILE I ,,tl�rv__r��F— �' 1SJ5 �-x_-.5 m—�e—J515 15J5 J5� ,— �n \�B�NT< ONI.Y � s�,n��a� JS -__ 15 c -� _— �- _- AIL A� W -- � SI �_��� —��_� -- _ � _ z j5 -: _. ��, �— s_-i�;_ E= d — -- � � „—�— a=,o —e�,e� - - �m— .�—.� _ P � _ �t �—ro -� ��. _ -_ m e rx 15 -1Sro JS - _ r _ - ,n�-,o— e *a—.e I _il� ��:e� - . 15 JS - ... JS JS / �. \S �S\ � S Z A_15 „�" $ " 15A_�.a — � ra � � ... , _��—� J —� 4a TONS Q IRIFRASEE INSET B •�»-�� ��_ `\ \,g W 75 SY GEOTEXTILE � e ... - i"_��,i � V u . _ . -- , ON BANKS ONLY SITE 27 \,a ' "- ,� �� . _ - . � . __. �- SEE DETA�� AF �5 _- - 05-_ Q_ ��AND `INIFE��OT ��; . . � / 'n�,e�' Q S Jddn EL� l,atdr-�I�L ��� UA S. ELLIOTT �� � % �\ -.,_ C L j �! J / < _J r•�.t J - GEORGE SaNTUCCI. JR, � .�;.,.. � ��.; / � WILLARO CHIJRCH AND WIFE, � ' � �Zr �_ AND WIFE, i � tlND:u V� �rifE CONM�E HURCH ��. � ' — -7E 9EDNOSKv :. / Chkr57i�a MOORE .- / / �'��- JANES M.MCCWRE �EplIUN TON. - I^';y / RAVMOND LEE BELCHER .. � � �j _ _ - HUSBAND. AND WIFE '- � �'� AND WIFE. �'E DECOkAFI i. MCCLURE � WEIVDY LEE BELCNER . LARR7 E. NEAVES ,�� �I - � � n ,. _ �� - - �'!'� � JU�r f�. NEAb'r � l �Z� , - � '�'`� � JOE RAY BLEVINS AND WIFE. _/ ,.,=�;, , ��ti�`_ - � � —1i„'' � , MARGARET S. BLEVINS � I - . (' `' i -��>`�., � �.. -�� � . . . / " r� F,t '" ; -,. 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I_ -I _ _� � 1.5' �� INFALL 10.0' OUTFALL . 3.0' OUTFALL 3.0' INFALL FOR -L- PROFILE SEE SHTS. 23-24 NC LICENSE NO. F-0112 • �919� 878- PROJECT REFERENCE NO. SHEET N - E-" E DENOTES EXCAVATION -- �_ �, � 'c,- ,;:.- iN wennNo PERMIT DRAWING C_ ^ SHEET 38 OF 46 �' � i � Rw sHeer No. ENGLIwJ� I F F DENOTESFILLIN I II_ II �- y R04DNGINDRSIGN HENGINEERS WETLAND C � i �. I J 5 ,-5 II DENOTES IMPACTS IN � - �� . SURFACE WATER ;�� 2S O 2S SO 73 � 7S I DENOTES TEMPORARV �-.L�IA JNEu��. :� A � . . IMPACTS IN SURFACE WATER �---- ' INSET B INSET C ° SCALE FOR INSET - 2 50 25 0 50 100 - �' -� -��-- r� HW � I� I I� I� I; MILLER �=� � DOCUMENT NOT CONSIDERED FINA SCALE I N S ET A �� pc UNLESS ALL SIGNATURES GOMPLET ��. ,II 1 � � �Q<' I �„� ,� �,, - �- ----- - 3 _ �' AI� � 2v • �- �--'� � � : � �� I ; ' ' � I .. ..N .. 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T 'TITTr — —T� —TI—l1T - _ -�=_ " __ _ _ r r - - . _ _� 2,895 ��L-:- —1� :- - -�-. � --, _—� -1�� � � / \ �0 I � �L;' C �- � _ ..- ; ,_�_� - _- ;_ -;- ` ,�� 2,895 �- �� - �1 � - L � ,�,��- ,�L - � ,�� T'��' �----- � ,�-, - �'- -- - �'-,-`� � -� � - '- ��T - i � '-- =- �` ��� / _ - - � - - - - - � Q T� �� �� „-�--r� -T � ' � � , ,T- r-r- --r-m-T� ,--r� -T� -„--r„-- „--r �� �� _ �L-� _- -- -- :�--- -�: �'�L� _�� �,` 20 � �\RMq� - L L � - - ' � - - -- = _= _- - --= 2,890 T�_ i� ' " �- � i J - - 2,890 _ - - - _= r � _ - - - _ - _ - - -- � � ; ; , - - - - �- -_ �L :_ ,�- , -�- -��. ���:-1; �, -1�= � � ;� - � ` �T� _' ' ��' ' _ �L = _ _ -_ _ _ � i�� ��� i -- -� 60" RCP-III 1 . � T��� „ ���T-: 2,885 � �r_ �_ -,�� . _ �'=r_=�'=�_ �,-T� -,-T _„--� ��� � �- - 'T;- _. _ „-T- _._:- -T� _. „-- -._._ _,- 2,885 --- �L_:-- � -- -�-- �: �{E--� -1�_--- ___ _ _� -- - ,� - -�:- -_ -� _:�- : - � �- - � � - � �� �� - - - ��r�� � ���� � _ � �rn�Tr ._ _ ,� m-m� . _.. .._ - T --- --� - � ;�' � --�r;- �r--i� �—� - . . -- -. . .._.._. _.._.._.._.._. _. _.. .._.._.._. _. _.._.._ ._.._..----� - =..� ----- . TT._, - 'T'- . - - �T-r- - - - - _ -�-.. � \� � .. . _: -. _ L 2�88� �i �r- : :i :ii iii +__; � � - i - - = - — -- �L I�-� � �� -��-��, � 1 �--�-� � � ��� - PROPOSED -- S - 0.5% ` � ,�,- -�. �- -- -�. . --:�� --- -1-: 2,880 ,, ��� � :��� ., T T��� _ _ „ �� CHANNEL � - Tr-� � --� � r �r--� ��� _ ---- - - �- - �--r_ _ _ �:- _ -_ - - -. _ - --- - --�- -i- :-�- -� • -- -� - •- , - •_. , . •_.' - CHANGE - -'- -� -'- - � -:'� � 2 , 8 7 5 _� � - � - � . LLL ,�. ,�L LLL --r� �� �� �w� �� �r 2 , 8 7 5 T � `rr � i ri r -i-ri r _ - ' ' �� �� �� �_, ; T` : _: r-- � �- �-T ��� ,;= � ;;= � r �� _, , ,;-r� ,--r�: PROPOSED OUTLET -�-,T-T� �r - - „- - �� --- - :�� � -- -� �� —� - PROPOSED INLET -- -- , �; '�� -- ELEVATION - 2880.1' - - -- — _�. _��- � ��- - ���i - _ � - L�-' �L _ L�L L-LL �1' ;�L �L - ��� . :��. .��. : �w� -:��: _:�� ELEVATION 2880.8' 2,870 T�_ i N � +�--�r- - �_T-r-n , _; � �-,-;;- - - — 2,870 �- : : � __; - -- - - - -- -- - - - - - - .� - �_ � � , � �_� � - - - _-. - - - - � - - - - - � -- _ - - - - - �- „ - - } } _} �j�� _ T} _ ; � _;. L — - - - - - -- � �L. 11_L_._L_1_L.—L_1 . .. I . I - - —_ � - � . . -. . . � �L_ — I � . � . . .1 .—�1_L_ — - �-T��•- �1_L_._L_11_L_._L_ ' • r . �LLL LLLL _1LLLL - L _' L ' -- _ - LLL � �LLL � _lLL � � �L LL � ��� �LJJ_ —LJ,_ __ ._,L_�J_1L . ._1�. . .J1_ .— . _.J1.- . _ _ _ � 11 �' __. �i _.J � I I ' ' . I I I I I . r i- . .__ . .—. . � �� : � I � � �� � I T 1�T�r . ���� -- - . _. _— TT —� T _ r_ _ r' r_' � �—. � " _�T_ _ — _ _ _ �TT TTTT - 1TrT T TT 1Tr 1Tr - �r - T r-- TT� — _ _ '_- '_- — — __.—. . . _ i ._. . .__.� _. ._ �._�. j .i . ._ i � . '_'_ ��_'_ _'_ ��_._._. �� . . ._i �. _: . ._._i �.. _ _'_ii._ : ._ _. i.�. . ._. � . ._._�i . �_ _._�i ._ �_. ._i _ '�_ __ _ __ _ __ __ _ _ __ __ _ _ _ __ __ _ i � . ' __ _ _ _ _ _ _ . . . ._ . ._ . . . . . . _ _._._ _. 2,865 - - - - - - - - - - - - - - - - __ 2,865 „ — _ - _ _::_ --: �-- 1�-: ��:-1 � -.-i_ -i�-- - �: ��-: -'i�-: -1---. _ '-'- - �_�_� ��i �- _ �LL- L LL- �1' �LL �;�L_ � , �-;_ L �-�' �;_}_�- - ,�� - — -- -_ - - - _ _. �L_.— � L_.— = I '�� : �-- 'i��!� - -- -- --- -- - _ � � � . ' �� �� �� : - - r r�-; ' i-;-T - r- - i-; -+ r�-+ � r- � r-� ' r-� �Tr ; ;-rr ; ;-rr r r , ;-rr , ;-r ,� r T , , ,- -r�-- -�-;;--rr -,--r� - ---r� -� ,- r-„- °„--r-- �' : `-- -- `-` �- -•- - - - - -- -- --- ---- --- -- --- -- - - -- - - - � � � � � � . � - _ — -� • — '-r ' --t- --t— -- - -F - - � - _ � r -F -- -- -- — -- � � � �� •-� - --� -� � -�F- • � -F,; _-F__ _�__ -�.._ _F;;,T; -- - - -- --- - - - 2,860 '-. � � � � � . �' �� -�-_ �, ---- __ _- - -: - --- - --- - - - _ ---- - __ - — — -- -_= i 2,860 , .._�_T�__�T_�_ - .. i i i i i i i i . ii.. �.. . i. i .. .i . . . .. .. .. .... . . . _=. �L='_ _' _L='-1� _' '—u___ —1�__ . 1��.-1 . ' '— _ _' .-1�.__ —_ . _ y_ ' ' _._' __ _ _'—'_ ___'- ' _ __'- _ '_ ' ' _ _ '_ ' . _. _.. . . I ��i� , , . _ - � � _� — — �T -- -- T� �—'_ _ _ = T T�'T _C � ���i_ �� �,_ � ,__ ��� _� PROPOSED 60" RCP—III (B URIED I.0') 1 L� � ��� . _ � ' 'T - c� 2,855 - I �_ � ��_ � �� . L �. � L� 1 I� � �� — 2,855 r- T Ti-t r--rz � � _ r- � r . 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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- 670+03 to 670+45 RT DITCH < 0.01 2A -L- 675+33 to 675+66 LT BANK STABILIZATION < 0.01 < 0.01 14 17 2B -L- 676+43 to 677+27 RT 42" RCP-III 0.02 < 0.01 < 0.01 53 BANK STABILIZATION < 0.01 < 0.01 4 21 3 -L- 701+14 to 702+66 RT DITCH 0.01 30" RCP-III < 0.01 0.02 4A -L- 705+04 to 705+37 LT FILL < 0.01 4B -L- 704+66 to 704+g4 RT 30" RCP-III < 0.01 0.03 < 0.01 < 0.01 11 10 5 -L- 706+60 to 707+07 RT DITCH & EXIST. 18" CMP < 0.01 0.01 6A -L- 711+g5 to 713+30 LT 42" RCP-III 0.04 0.02 < 0.01 48 BANK STABILIZATION < 0.01 < 0.01 4 10 6B -L- 711+15 to 711+42 RT BANK STABILIZATION < 0.01 < 0.01 27 10 7 -L- 735+40 to 735+61 RT DITCH < 0.01 24 8A -L- 740+22 to 740+56 RT DITCH < 0.01 32 8B -L- 747+64 to 747+g6 RT PLUG/FILL & HEADCUT < 0.01 < 0.01 20 9A -L- 742+35 to 743+2� LT 24" CSP, 30" RCP-III 0.09 < 0.01 33 96 -L- 741+gg to 742+15 RT BANK STABILIZATION < 0.01 < 0.01 10 27 10 -L- 750+g0 to 754+54 RT BANK STABILIZATION < 0.01 40 15" RCP-III < 0.01 < 0.01 11 -L- 754+82 to 755+22 LT BANK STABILIZATION < 0.01 < 0.01 27 10 12 -Y35- 9+25 to 9+50 LT BANK STABILIZATION < 0.01 < 0.01 17 10 13A -L- 762+53 to 762+76 LT 30" RCP-III < 0.01 31 BANK STABILIZATION < 0.01 < 0.01 11 10 13B -L- 763+07 to 763+40 RT 30" RCP-III 0.01 < 0.01 60 13C -L- 762+53 to 762+38 LT EXIST. 18" CMP < 0.01 < 0.01 25 23 14A -L- 763+31 to 763+�3 LT 60" RCP-III < 0.01 23 BANK STABILIZATION < 0.01 < 0.01 23 10 14B -L- 765+28 to 765+72 RT 60" RCP-III < 0.01 63 15A -L- 768+02 to 768+66 LT 36" RCP-III 0.01 < 0.01 < 0.01 31 BANK STABILIZATION < 0.01 < 0.01 15 10 15B -L- 770+68 to 770+93 RT EXIST. 36" CMP < 0.01 < 0.01 22 16 -L- 769+54 to 770+2g RT EXIST. 36" CMP 0.03 17A -L- 776+79 to 777+26 LT 42" RCP-III 0.03 < 0.01 70 9 18 -L- 780+80 to 781+00 LT 24" RCP-III < 0.01 < 0.01 39 12 19 -L- 788+03 to 788+42 RT 24" RCP-III < 0.01 < 0.01 30 10 20 -L- 793+05 to 793+30 RT DITCH < 0.01 25 21 -L- 797+03 to 799+22 LT FILL 0.03 0.01 < 0.01 22A -L- 802+05 to 802+32 RT EXIST. 48" CMP < 0.01 22 22B -L- 804+49 to 805+11 LT 66" RCP-III < 0.01 < 0.01 92 10 23 -L- 810+70 to 811+24 RT FILL < 0.01 55 24A -L- 816+22 to 816+59 LT BANK STABILIZATION < 0.01 < 0.01 43 20 24B -L- 815+77 to 815+g7 RT BANK STABILIZATION < 0.01 < 0.01 30 12 25A -Y36- 16+29 to 16+46 RT EXIST. 24" CMP < 0.01 < 0.01 13 12 25B -Y36- 16+7Z to 17+17 LT BANK STABILIZATION < 0.01 < 0.01 17 20 26A -L- 823+43 to 826+83 LT 60" RCP-III 0.01 0.04 < 0.01 < 0.01 19 8 26B -L- 826+80 to 827+32 RT BANK STABILIZATION < 0.01 < 0.01 44 20 27 -L- 832+48 to 832+87 RT BANK STABILIZATION < 0.01 < 0.01 36 20 28A -L- 838+81 to 839+70 LT BANK STABILIZATION 0.01 < 0.01 88 10 286 -L- 837+00 to 837+71 RT BANK STABILIZATION 0.02 < 0.01 59 10 29 -L- 844+25 to 844+38 RT BANK STABILIZATION < 0.01 < 0.01 5 15 30 -L- 849+47 to 849+g2 LT BANK STABILIZATION < 0.01 < 0.01 17 21 31 -L- 848+81 to 848+gg LT PLUG/FILL < 0.01 TOTALS*: 0.26 < 0.01 0.05 0.13 0.16 0.08 1187 562 0 "Rounded totals are sum of actual impacts NOTES: 1. Temporary Surface Water Impacts are expected during installation of the existing pipes that require a smooth liner �