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HomeMy WebLinkAbout20160679 Ver 1_U-3633 Response to DWR On-Hold Gaston County August 19 2016_20160819Transportrxrion August ] 9, 2016 N.C. Division of Water Resources 16ll Mail Service Center Raleigh, NC 27699-1611 ATTN: Mr. S. Jay Zimmerman Director PAT McCRORY cov�,.,o�- N[CHOLAS ]. TENNYSQN SecretQry Subject: Response to NCDWR On-Hold Letter dated July 19, 2016 for the proposed widening of NC 273 (South Main Street) from Tuckaseege Road to Highland Street in Gaston County, Federal Aid Project No. STP-273-(1), Division 12, TIP No. U-3633, WBS 37649.1.1. Reference: 404/401 Individual Permit Application dated July 8, 2016 NCDWR On Hold Letter dated July 19, 2016 Dear Sir: On July 19, 2016, NCDWR sent a letter placing the permit application for the above-referenced project on-ho1d, citing eight areas where the permit drawings and design plans required revisions. This letter serves to provide all of the information requested to remedy the deficiencies. Please see the revised Table 1 below and the enclosed revised DMS acceptance, permit drawings, and design plan sheets 5 and 6 that replace the ones previously submitted with the July 8`" permit application. The revised DMS acceptance was needed due to previous errars in impact measurement at Site 2, 6 and 7. 1) All riprap in jurisdictional areas has been upgraded to Class II. 2) No details referencing jurisdictional streams show geotextile fabric on the bed of the stream. 3) Inlet stabilization has been added to permit sites 1, 3, 4, and 5(and impact summary sheet has been revised accordingly). 4) More detailed floodplain bench details for Fites Creek have been provided. 5) The rock sill detail (detail6) for permit site 7 has been updated. 6) The easement line near the pond will be changed from a PUE (Permanent Utility Easement) to a DUE (Permanent Drainage/Utility Easement) to allow for better erosion control associated with installing a 24" drainage line next to the pond. 7) Temporary dewatering impacts for each site have been incorporated into the impacts. 8) Any riprap used in stream beds will be embedded. !`-�'Nothing Gompares� State ofNorth Carolina � Department ofTransporlation I PDF,A-Natw�al Environmcnt Scction 1020 Birch Ridga Drive, 276I0 I I 598 Mail Service Center I Ralcigh, Norfh Carolina 27699-I598 919-707-6000 T 919-212-5785 F Revised Table 1— U-3633 Stream Im acts"* Stream Name & Temporary Mitigation Site Intermittent (I) or Stream Impact Type Impact Length Impacts Requirement2 Perennial (P) � ID (linear feet) (acres) (linear feet) Penn. Fill 15 -- USACE & DWR 1 UT to Fites Creek (I) SE Bank Stabilization 5 -- DWR Tem Fill -- <0.01 (9') -- Perm. Fill 188* -- USACE & DWR 2 UT to Fites Creek (I) SE Bank Stabilization -- -- -- Tem Fill -- -- -- UT to Fites Creek Perm. Fill 68 -- USACE & DWR 3 �� SB Bank Stabilization 6 -- DWR Tem Fill -- 0.01 (16') -- UT to Fites Creek Perm. Fill 7 -- USACE & DWR 4 �P� SB Bank Stabilization 21 -- DWR Temp Pill -- <0.01 (17') -- Perm. Fill 484 -- USACE & DWR UT to Fites Creek 5 �P� SB Bank Stabilization 24 -- DWR Temp Fill -- <0.01 (23') -- Perm. Fill 223 -- USACE & DWR 6 Fites Creek (P) Fites g1nk Stabilization -- -- -- Creek Temp. Fill -- 0.02 (65') -- Perm. Fill 148 -- USACE UT to Fites Creek 7 �P� SD Bank Stabilization -- -- -- Temp. Fill -- <0.01 (18') -- Total Temporary Impacts: -- 0.033 (148') -- Total Perm. Impacts (Perm. Fill + Bank Stabilization): 1,189 -- -- Permanent Impacts Requiring DWR Mitigation: 1,041 -- -- Permanent Impacts Requiring USACE Mitigation: 1,133 -- -- Total Impacts Requiring Mitigation: 1,133 -- j' 1— All streams are Class WS-N waters 2— Mitigation tor bank stabdization �mpacts requiretl by UWK— not requued by U�AI:r. 3— Values are based on rounding, due to some of the individual impacts being <0.01 acre i— Final mitigation requirement will be up to the USACE and DWR *— Of this 188', 43' is stream running through a concrete-lined channel �x — Impact amounts for all sites have changed since the July 8, 2016 permit application due to addition of bank stabilization and/or measurement correction. We believe that the above information has satisfied the requested changes in the July 8, 2016 permit application and the project can be removed from "On-Hold" status and permitting can proceed. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Erin Cheely at ekcheely@ncdot.gov or (919) 707-6108. Sincerely, 1�..,` Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List U-3633 Response to NCDWR Hold Letter Page 2 of 2 Mrtigation Services ENVIRONMENTALOUALITV PAT MCCRORY cp� ��,•»�>, DONALD R VAN DFR VAART 4'ecretru�r August 16, 2016 Mr. Philip S. Harris, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: E�P Mitigation Acceptance Letter: U-3633, Widen NC 273 (South Main Street) to Multi Lanes from Tuskaseegee Road to Highland Street at South Main Street, Gaston County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on August 16, 2016, the impacts are located in CU 03050101 of the Catawba River basin in the Southern Piedmont (SP) Eco- Region, and are as follows: Catawba Stream Wetlands Buffer (Sq. Ft.) 03050101 Non- Coastal Sp Cold Cool Warm Riparian Zone 1 Zone 2 Ri arian Marsh Impacts Q 0 1,133.0 0 0 0 0 0 (feedacres) This mitigation acceptance letter replaces the mitigation acceptance letter issued on June 14, 2016. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, Ja es B. Stanfill EE�, it Management Supervisor cc: Mr. Steve Kichefski, USACE - Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: U-3633 Revised State of NoRh Carolina Environmental Quality Mitigation Services 1652 Mail Service Center � 217 W. Jones Street, Sui[e 3000 � Raleigh, NC 27609-1652 919 707 8976 T � � •� � V � � O V See Sheet 1A For Index of Sheets See Sheet 9B ror Conventlonal Symbols See SheE1's 9C 9 Thru 9C-6 Far Survey Cc�ntrol ShEei's -Y- STA.15+50A0 BEGIN CONSTRUCTION BEGIIV T.I.P. PR( -L- STA.18 + 65.00 GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2014 = 26,800 ADT 2035 = 42,300 K = 10 % D = 55 % T = 4 % * V = 50 MPH * TTST = 2 DUAL 2 FUNC CLASS = URBAN COLLECTOR REGIONAL TIER ����� �� ������ ��������� �������� �� �������� GAST01�1. CO U1�lTY LOCATI0IV: MOUIVT HOLLY - NC 273. (SOUTH MAIN STREET) FROM TUCKASEEGE ROAD AT BEATTY DRIVE TO HIGHLAND STREET AT AF�E DRIVE TYPE OF WORK WIDE11lI111G, GRADING, DRAINAGE, PAVI11lG, RESURFACING, � CULVERT. -r�- sran+zp,pp BEGIN CON57RUCTlON ��� U-3633 37649.1.1 STP-0273(1; 37649.2.FRI I STP-0273(1; 37649.2.FRU1 STP-027311; WETLAND AND SURFACE WATER IMPACTS PERMIT � PE R�W UTIL THIS IS NOT A CONTROL OF ACCESS PROJECT -L- STA. 91 +00.�� 1E��8u;1LI�H]fhTAl��" l�Il,.�NS THI$ PROJECT I$ WITHIN THE MT. HOLLY MUNICIPAL BOUNDARIES. no NOT usE Foa coNsrav�r�o� CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. PROJECT LENGTH LENGTH ROADWAY T.I.P. PROJECT U-3633 = 1.365 MI LENGTH STRUCTURE T.I.P. PROJECT U-3633 = 0.005 MI TOTAL LENGTH OF T.�.P. PROJECT U-3633 = 1.370 MI Prepo�ed !n !he Office of: DIVISI011t OF HIGHWAYS ]000 Birch Ridge Dr., Raleigh NC, 27610 2012 ST9NDARD SPEC/FICATlONS RIGHT OF WAY DATE: JAMES A. SPEER, PE NOVEMBER 25., 2014 PROJECT ENGINHF.R LETTING DATE: NYA BOAYUE, PE JANUARY 17, ZO�7 �'ROJECT DESIGN ENG/NEER HYDRAULICS ENGIMEER P.E. SlGNATURE: ROADWAY DESIGN ENGIIVEER SlGNATURE: P.E. -L - POC 5/a. 3/+3038 -Y4- POT StO.10+00.00 -L- PT Sto.3/+63.42 � M RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SITE #1 ��v������� � �Il..��v� DO NOT U56 FOR / W ACQL�[SIT[ON S��� �� DETAIL 16 1PlE$lEII d1a9[SN I8� ➢�� AN� $TANDARD BASE DITCH DO NOT USE FO CONSTRUCTION �No�to Scale� NoNrol Gro�nd 7. ,y� G.ound d � GaoreNile- g Min. D= 2 Ft. Mox. d= 4 Ft. DETAIL 4 � �I � � ��� � � � � D�UMENT NOT CONSIDERED FINAL r wne� a �. o e.o� e= s Fr. y I/ \ sm. Ho. a�e. � UNLESS ALL SIGNATURES COMPLETED STANDARD BASE DITCH p iNo,� s�aiei I�� I�L-� �- �� �F �Tvae oeu�e�- euss ua��sop ,,,ai N„�,,,oi I "Pipe Inleiat-YS- Sfo.18-r35 Rt. �a��d ?�� .y� c.o��n 3 / -Y6- Sfa.13+68 AT PIPE INLET d AND PIPE OUTLET vao�exnle B Min. D= 2.5 F,Q -I. 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ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER SITE #1 SITE #2 DETAIL 16 STANDARD BASE DITCH i No�+o scaie� Noro,oi nawai cro��d 7. p 1�� cro��d a -" Goo�ex�ile- g Min.O= 2 Ft. .Ir I II .� II // � Mvx. d= 4 Ft. / DETAIL 4 jy � � � sn e>�_e.o- e= s k_ STANDARD BASE DITCH ' /, d (Noi�o 5�ala� I I I n�1/�/ � r \ Ty 4�' er� ClASS Ilfti Ra / I� � Pipe Inlet ot -YS- $ta. 18+35 Rt. \ -L- � St�. 3/+3038 �°o��°I 1� ���ur�� � / \ \ -y6- Sta. 13+68 AT PIPE INLET p/) /� /y� d � I, I a��� ; \ AND PIPE OUTLET `m \ �Y4� �VT SfO• IOfWM/ Ga � B M'n D- 25 F /� `I I I .��� Max.d= 2.5 Ft� --- -p/ , I�I � S $ -L- PT Sta 31+63.42 �wha� a�- bo B s F_ ,� i � �,��� i m�i 9 e�k wQ � � g �. 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QL � � �'��� / DZ � � :� - � s�' � / . -"%5-���-" -- SEE y,{�ETAIL 16 On� -�� �% SITE #3 i� � l� � $TAM1I,DARD BASE DIT� � � M AO TS INE S RFACE WATER .�oo�— �� �` �' V' �� :. \a.; �; 9�oN` cins"s`u eiP- � �c L1 � � � � � � cn � _.ec. . � �. � WR:3�ac . o ., -,_. � � H � ��� � �oo �o� 3�� SITE #4 Z � DENOTES IMPACTS IN PERMIT DRAWING oSURFACE WATER ��AP��� s�A�E � SHEET 3 OF 11 '�� Scale: 1" =100' DETAIL 16 STANDARD BASE DITCH ( Nof to Scale) Noturol Notvrol Gmund 2;� � .L�? Groo�d d � Georen�le J. g^I Min. D= 2 Ff. Max. d = 4 Ft. whe� e �s , 6.0' 8= 5 Ft. HIVU rir� VVILCI � ,00 _Y4_/ n o i IST. R/W �W ��' o � I� � I � I ;ONj� �I � I I I -�\ I �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER C IT� �1 DETAIL 4 STANDARD BASE DITCH ( Not to Scole) Natural Nafural Ground ?�� � .L�� Ground � D S ITE #2 ���9 . \ ���� 9Z� 0 ENLARGEMENT �� �S � so a �o �ao �,a GR�f'HIC �CALE Scale: 1" = 50' PROIECT REFERENCE NO. SHEET NO. U-3633 5 RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER ]��]�]�I�d�T��i�' ]��..A��� DO NOT USC PO CONSTRUCTION S ITE #3 PERMIT DRAWING SHEET 4 OF 11 60' DUE� -- �G IR � - — � �7 7-J"� � � � � ��� Xz r- �5' ase Drtcbi (See Det il4) �w� i \ � � \ / � , � � ��- - �� L ��"� __��� _�_______� � _ -�.— —E E � PUE � �� PU � 0 D� zD -� o �, o z z D DECM x Ei� EIP P�PoTEMPo � �� � SHORING +���2���� �� I �-��S -W ' � ./$� _ �ti'� �� � 8" PVC SEE DETAIL 16 STANDARD BASE DI�� I� W/CL II RIP-RAP 9 TON CLASS II RIP-RAP Replace Existing 42" Pipe with 54" Pipe w/Headwc� -Y6- Sta. 14 + 15. END PAVEMEN' S ITE #4 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �_ � �,�' / �� . � �, / i � i��"o /C� T� / -Y6- Sta. /BEGIN P� 50 F �� C ��' , � ' � ROPo T EMPo AVEMENT �c� �Q I RI RAP B KS NLY s � � � �� >� � / SEE DETAIL 16 STANDARD BASE DITCH W/CL II RIP-RAP 9 TON CLASS II RIP-RAP � � � ���'�''�W� --=���� � 1 5 ' _ �T -2��R - - �P� � . /� \ �� _x\-_ ,--- � ! =0 1 � � — — � 1 1� � �� � -��,� �� � � � �� `� � i � I o� ,� ��- �_�___—___ � � i �� � � I� �° V� ����� ���� � ENLARGEMENT so� o� so� ioo� i5o� c�APHic scA�� Scale: 1" = 50' Z oZ � �� �o � \ �E� SHEET NO. U-3633 I 5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����.��d�T.��� ��..�� s DO NOT USE FD CONSTRUCTION w��� ���v_ _— � HousE `� �i —� 150' UNIFORM TRANSITION �� S��M�,s�'"'� (U-T�1f�N LN.) �� � `� � � _ � � �S_ �� , �S / �: SS � P `J C SEE DETAIL 12 — TOE PROTECTION W/CL B RIP RAP 18.0 Tons 40.7 SY GEOTEXTILE SEE DETAIL 17 � CL II RIP RAP 26 Tons DETAIL 16 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� �,�1 Ground d � � Min. D= 2 Ft. GeotexTile � g Max. d = 4 Ft. When B is > 6.0' B= 5 Ft. Std. No. 876.01 Type of Liner= CLASS II Rip-Rap -Y6- STA. 13 + 68 RT. AT PIPE OUTLET PERMIT DRAWING SHEET 5 OF 11 �3 � DETAIL 5 L4TERAL BASE DITCH � No� a s�aio� b Gr und 7.� p �,.� 1^fr�. I � o � Min. D= 4 Ft. �•=+ B- 5 Ff. b== 10 Fi. fjOM ST . 54 i� 30 LT. TO STA. 55 �+� 55 LT. �mg.�� RET.E%IST. $YSTEM � 2SBKD Remove ezis �n9 B / ond Replace r ' f� � �� � � ��I�� c� 1�— � � //'— �`" —��`�� �� .� � N`� v���\� 6 �Nrut PUE — /��`Ir- {ii��r � � � NC 273 SOU7-H MAIN ST C4' @5'� — — ;� �,;� � —\E\ _ —i� v —E—_-F — �� � _ _/ � � DETAIL b see oerni� n ROCo SaLL CL II RIP RAP � Ho� iel 26 Tons b G��,o� F�� ound Z�/ D �����' Slope d GEOTE%TILE g Min. D=4 Ft. •when B'is c 6.0' Mox. d=2 Ft. 'Use Geotexfile on Banks Onty 8=5 Ft. Type of Liner= CL II Rip-Rop 6-10 Ft. FROM STA. 54+40 LT. TO STA. 54 �i� 55 LT. FROM STA. 55+48 LT. TO STA. 55+63 LT. �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER SITE #6 DETAIL 10 OU7LET DITCH AND HAZARDOUS SPILL BASIN BERM DETAII � SECTION A-A' E�ev. sve.ar � w b, � nm �o s�oiel b urol No�uralH ti, z� F' � Gro�nd I Z'1 p 1�iF�' S�lope lo' Min. � ' W= 3 Ft. G[Oi[xn�[ g H= 4 Ft. Max Min. D= 2.5 F. Exis��ng b'= varioble Mox. d= 2.5 Ff. lurisd'�nionol 8= 4 ff. Streom Type of Liner= Closs I Rip-Rap 6= variable ii� � � , � � � �� �/� ��� _ i� ��� ..�i� :�731E I � �.Xe � �' / � . � �_�� � I;���� � ��� � ��� � —� �:5�. ,sii� % J � - L:�'�?.t���. t�� .,. ._,..o. �'r.ai�� �/— � � �fSf.RYt�EI.�I���t: _� i�a�r�• ����� , �s��lL_�s. �- � � �,, ��,���� •�� •`��.1r - _ � ; .r,g7 k,� �s • . � • '1�� � ' � i / ,-r!/ m . / I m �� � �W II W � � ' TU � p�� � �� I w � / � I� � r... 4"? i � � SITE #5 � � � � �� DETAIL 13 TAIL BASE DIT �No��o Scole) Geo�ex��le J� Min. D= 3 Ft. Max.d= 3 Ft. B= 4 Ff. hNVM SIA�:i+56 KI.IV SIA.5:5+/6 lil. ' FROM STA. 54+06 RT. TO STA. 54 �h 31 RT. � m � �� \\� � °� � �� � ll \ ` ` Nal� CON� � \ �9 � C� � �� �---� -- 'r--- E ��_ E �omc 1 .� f�"""'-`-"'-"h „t _ 2GI — PDE c9' REM.48" RCP & HW Scction A-A' (See Defai110) rdous Basin Berm � � � PUE ��� SITE #7 OO SHEET NO. RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � DETAIL 11 DETAIL 17 OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL STANDARD BASE DITCH � SECTION �B' �Hoero smle� E�Ev. sv9 z�' W b, 1 No� �o sm�el �-- b � �,o� Nar�,ol u.al H 1� 1�1 � I I ound D .�;� G�a�nd G,ouna d ?'I D � 1'�'' sioae � d ln Gea�ex�ile B Min. D=l Fi. W= 3 F. GEOTEXIIIE B Mox.d=4 F. Min. D= 2.0 Fi_ g- 4 Ft. H= 4 F. Max Max. d= 3.0 Ft. When e is > 6.0' b'= variable s�a.Ho.e�boi B= 4 Ft. Type of Liner= Class I Ri�Rop 6= wrioble T e of Liner= ClASS II Rip-Rap -L- Sta. 50+82 RT. SEE DETAIL b AT PIPE OUTLET �°�`�sr", � i `r S � SfiE DETAIL 5 ,r � � �"'� � I�� � Lateml 5' Base D tch Detail %� r � SEE CULVERT INLET ;� rSiream Relocaion �� � .:; CHANNEL DETAIL � �'� , L STA 54+40 TO 55+48 Lf. �� � PROPO �D 3(n)l0'X12 BURIED .0' W51LL5 E —� ,s 273 LiST — — — _ — — C061 0 �E � r" �a.. F � ��11E �V t9% �� � P,-�n�r'�:�-�-�; :.�;r,.:,,,-,-.N ��� - - _ . . �. -. � i,; �-i .J W . `� ��f �� 'y � � ��y:'�_�4� � ! ►� � � .�a�� � �' /I , , �i' "".'�� - � �� �=: _�', �'; � / , ' ' .<r� � �� ��� ��. • '�!".'.�'I/ � ��� .I .� �i��`'�s� � `r � . /� ��\�� I,� ., :. : .$ — •• �_•• _ ': 4' BASE TAI�I�F SEE DETAIL 13 DZ �n � ��T— -- WZ!'_ •.- �� 100' 0' 106' 200' 300 cRA�Hic sca�E Scale: 1" =100' ;� ���I `W II� PERMIT DRAWING SHEET 6 OF 11 NOTE: CL II Rip Rap Not Shown in Plan View for Clarity Culvert Inlet Channel Detail (Not to Scale) Left to Right Looking Downstream I `P^oposed Culvert r �e� �e��e.�,�e � / --- �2 �. ��� Proposed Inlel Chonnel I' ,z. Ma�cn Top or 'USE CLA55 II RIP-RAP sai eie.oro� Culvert Outlet Channel Detail (Not to Scale) Left to Right Looking Downstream — — � Proposed Culvert � O��let Cenfer-ine 2 ` � �°�� \ ' Proposed Ou�le� GFannel 1' 5'�il�[le.aio��� �� *USE CLA55 II RIP-RAP -�- srn. sa-r2a �r. nr cuweaT eNranNce -L- STA. 54+02 RT. AT CULVERT OUTLET � �, , � � �� I� � �= �`�� / ��+� � i , �II !,� i �� � � ! ;II� f ����� �I��� V ��' � / /� � / II �I � . � � . � ,. I ll �� � Rq�na � (ing � �� ' CB nd Replace . � �I �J � ��P� � , � , ,{� /; � % j I� � �� � // �` /III �� / �� � � /�� �' / ;Il � j�� � �/ � I ���� 7 _ �. '� 06�&f � � � CP LATERAL BASE DITGH �Ho�m s<aie� b Ga�ural � ��- un� 7.� p ti1 l,F�. ./ ... .... � e � M'in. D= 4 Ff. �•=� B= 5 Ft. 6= 10 Ff. FROM . S 4+30 LT. TO STA. 55+55 LT. / � SITE #6 DETAIL 10 OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL � SECTION A-A' E�[v.598.a� W b,�Hp��o Scole� b u.al �rolH ti, 2� f� � Ground raun I 7�� �� - F�II D Slo 0 � � 10' Min_� d ^ Gao�eeuo -� � M'n. D- 3 Ft. / W VaFt. GEOTEXIIIE Y Mox.d- 3 ft. H. 4 Ft. Max B Mn. D= 2.5 Ft. �[l B- 4 Ff. b' nable Max.d- 2.5 F. hr5:d9�o�al B 4 Fr. Type ofLiner= Class IRip-Ra s"`°"' Type of liner� Class I Ri�Rop b- .arioble FROM STA. 53+56 RT. TO STA 53+76 RT FROM ST 54 06 RT TO STA RT �ye.- A. + . 54+31 � � RET.EXIST. � ..SYSTEM \ �.` / � , . . �%"�� \�'- � � ( ' f �/ \ � \ � - � 2S8KD .. t� �� : . � , ~ Z, / ` / '`��' y'Z,�.n � � I J � G) 9 �"p \ \ \ ---- � � . � � ^�� .... ,;;I \ � ���I ...���l,s- .` � �-� . �.i �,. � � � . 1 CJ ` C? . �\ , and Re lace �� Rem�enrs ng e _- ��\\ I�r \\a,\ \ ' .� . ���.,` . � E_ �� / r �'� I ' � � , � _ Y r' " t � f � , � i i � � ' � + � \ �� _ . _ �,� / � , �� � ` 'm , .-�; ��. ' ,'� �, � 7 r "� � ` b ci � � � ��' " � ' �- � � �-- _k - ' �; � �� , . , �- � �j � 1 � �, � ., x - .� - / � � - >� I l ,,, ,\ \ � _. � / ' • �\ �•�\\� .� \ ��. �� /� �. / �� � � I:I I I .� \�� , ,��" �- ___ ,�. , :; � � a . . �3 � � , ) i i 7 � ; f , �\' \ � � � , ,.., � � ��N� f, � I � , � / . y� \ \ � ' •I - ��� \ ��� � �.. � - � �,�5 .� i� / � . / r'q(�� ' ` �__— � � . � \ � ���- �/ � � �' i % , �• �-I.. . � .��� - � - . . ' ` `� � < E'�—�--.�:'�or� ' �`„�' / �i. ` ;� /i�'i � � I ^- EI -� o _I -� __ r , _ � ��a? �r � , PUE p�E < � c� � 0627 `" -,-=rs?"`�''-`,'"" 62 ` � Yni /� R('PLI ♦ 2 ca �, �� � � � 1- I M. O r NC ZIJ 5/ N M.iW = . - � _ - .�+��� �' - �- ..'+, 'Y. ,�S ,. � r-�> ��— ���, �— — ,,c / v ! � —��E \IT�.. �` _ / � .P6 fll0631 � - ti � �. . _`� . . . i - / / ,7`�-�.E�E� � s o �-�„� �� `, � 1'\ IS��, ,f`1r ' /� � ' . . ,'. . � .. � . ,"v/ i /i '/ � �'�. , r " / j//� %j �//� � `r o�� � �S� _ E � � J �r � / ��a/j'/ � 15c% . c,_ � �//�, %% - �.��//�f _ � /.- ` �-� C . � , 15� � � / / '/ .^ -m ., � - , �' / � ' ��.�j.O � j�.,/ - ..'��II (Noiia scaie� b Gr�,o� ound Z:1 p 1"iF�. Slova d GEOiE%TILE B Min. D=4 Ft. �when B�is < 60' Max. d=2 Ff. 'Use Geotextile on 8onks Only 8-5 Ff. Type of Liner= CL II Ri�Rop 6��=10 Ft. FROM STA. 54+40 LT. TO STA. 54+55 LT. FROM STA. 55+48 LT. TO STA_ 55+63 LT_ - TU SEE DETAII 77 � -� � ' CL II RIP RAP f . � 26 Tons � �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �5.. ���, � f � �+ ,� _ ,� � �`'-�-�,��,,_ � �_ — _ � SITE #7 a WW SHEET NO. DwAY DESIGN HYDIiAULIC ENGINEER ENGINEER � DETAIL 11 DETAIL 77 OUTLET DITCH AND HAZ4RDOUS SPILL BASIN BERM DETAIL SECTION B-B' STANDARD BASE DITCH � �rvo�ro Scole� ELEV. 599.1>' �y b, � No� b Scolej b �I—yI ural Noeurol H ,�.1 71 I � � :l p ,�1 Gra�nd G�a�n Fill d 7.� p .\ .R�. slone � u� d W�- 3 Ft. �EOT[zrnE g �:i �eo�e.rle� g Mn.D-2 Ft. Max. d �-4 Ft. H= 4 ft. Max M n D 2.0 Ff. when B'z � 6.0' g- q F�. b voriable Max d 2.0 Ff. Sfd. No.8I6.01 B d Fi. Type of L' Closs I R p Rop b vor oble Type of L ner CLASS II Rip-Rop � L- Sfa. 50+82 RT. . 1 SEE DETAIL 6 .y , AT PIPE OUTLET � i ` \ i � ,i�gK SILL . � -r-= � . . � � SEE DETAIL 5 I� �' /� ��T �� � s Laterol 5' Bas D t h Detail �!� r Sfream Relocat ort . �� � ��; S E CULVERT INLET I' -L STA. 54+40 TO 55+48 Lt. � � �� - � . \ . �HANNEL DETAIL ; :. �. �� . _ �'.. �. � , � . � . �:� � . ,.�, \ ' W, �r� . , ����� 3.. �\\ � (r o � � � PROPCd "�@1Q`�t12 BC � � �� , / , i� � \ \ BURIED ; ��y'�$ILqS:\ � :.� � ',�^ r� - �.,� �. ,-- S% , % -'`%' `� / � � � �,�� �j ��� � � ����� � ��\ ` f. � � , /�/ �,� ' e'�,�'; � �� � ��;�� � � � ��� �e - , . : �_� „','F' , '� \ \� Cfi Y? - � �� \ Pf� PU _�Cg� 0 _ � — � � � r� �� 3 �Q�� - , ,� �. ��, � 4 � ��� , , ob3 zci ? ��� PDE, --_ ., PDE �` � ° � � � � �� ? -�._.� . � ac;J � � , _ . . - \ \ REM.�lB" I�� E z � � ... .,� RCp d HW � ����� � 1' ` i� �. S ction� A'� �F - � � � `� ?_ � � � �� i , ��A � �� .� � �Sea oeia i;tol, o�a �s � � / � � / \ � \ � \ � �.�. �� �` ___ � �� ��HQ rd Ls � B si�8erm� i m�- �, -- -_ \ �I 1 . _ `� � . ..,�`. \$E li R�e�rl�l .., �� \� � \ \ � � � � — s r i S , A � ��� � .,�v � \y\���\V � � _ \, I W �_ � -:.-- - � � ����� �\� ��� � , , ��� � r `�� � ��i� 7 � 1 - - �� ���� � � �\��\� � = �`� � - � eas��" EAAn ,��,� �� �,. � - � , � � s � ` �.cc� � � �� � � ,... \' � \ ~ -�. \���.. -.. - .. . C�J-i � ! .. �.-- . .� � l]3 __ _ _.__ _ _ � _ -- �� — _ — — - 1\\�i �- - r-� ._ o�.� ` SITE #5 � � � � � � o� � �'—W C�1� W�� �o � 100' 0' 100' 200' 300' r1 -r7 -r cRAPH�c scA�E Scale: 1" =100' - �.�-�-� ��1� iN � �M � � � v' � � -� - oeat � i� E�— —� — --f! I 0. \ ur \ \ �,� s � � 6 R P � L C6I� � � �-_ 64 \ _L H�=zardou=5p U B'si 8�� �. , � � 4 B,gSE TAIL CF}� ��, 1\' � 1'� � �SE)E�EIq.�IL 13 � S fon �8 u+ t' - PDE da.. � � �see oefo�itt � ��,y, . � � �P�� �""���E�—.PDF—�-E� �e SEE ClfkYflj7 OUTLET _ CHANNEL DETAIL li� ���j PERMIT DRAWING SHEET 7 OF 11 NOTE: CL II Rip Rap Not Shown in Plan View for Clarity Culvert Inlet Channel Detail (Not to Scale) Left to Right Looking Downstream Ivroposed Culrer� �� ���e, �e��e.�,�e � / --- ��� Proposed Inlef �l � Chonnel t' 1z_ .. Morch rop of 'USE CLASS II RIP-RAP 5ill Elevarion Culvert Outlet Channel Detail (Not to Scale) Left to Right Looking Downstream — — 1 Propos d Culven ` � Ou�let Cemer-ine ♦ ` Var. � � Proposed Ouflet Channel 1' Match Top of 12, SillElevalian "USE CLASS II RIP-RAP -�- sin.5a+23 LT. AT CULVERT ENTRANCE -L- STA. 54+02 RT. AT CULVERT OUTLET 's PROIECT REFERENCE NO. SHEET NO. 6 v � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � � � BN��Ni[1�1L1E lE 1�1LAN� DO NOT USE TOR P W ACQUISITION 150' LT 100' LT 50' LT 50' RT 100' RT 150' RT � Statio 54 + 2 —L— C� Elevati n = 12.72' 3 8'x12' RCBC L —FI w B nch Det il 610 .j �� � o \ atch T p of Si Is �� � � �Exi ing Cu v. uat�_� � 60 �.o� !-i ���� _ ,,_,_i �, i.o• � � � i -� � l�l�- 100 YR WSEL= 600.3 � — -- -- �--- —_ Note: T per as s wn in Matc Culve Invert lan view 50 YR WS L= 59 .1' _ � 66" Pipe In et Inv. 1 ---- — - o Pro 5 a su 6" Pipe Outlet nv. � _ , � — — = — — P� osed Sill — --- — 92.0'`+ � N rmal EL= 88.8' --- ,_ roPoSed su urvey 2�3' o�- +� � zi Inlet I . =58 .7' +/— v. — 58 .2' Outl Inv. = 86.2' /— 58 SI e—.0 9 ftsft BENC ES AT NLET Exi ing 3 8'x12' 1. P ac Si s at Cul ert Ou et AND UTLET OF CU VERT Inl Inv. 58 .23 E isting 3 8'x12' 2. Pla e Sills 82' fr m Culvert O tlet (SEE ETAIL) O let Inv. 587.20' 3. Pla e Sills at Cul ert Inl t U LV RT I LET C LVE O TLET 0 EX AVATI N EXCA ATION EXCAV TION 17 cu. yd 194 c. yd. 50 u yd. i �� ,— _ — — � � ___ _ --- � � PE IT RA ING � g � / �' ` �'� S EET OF 11 � CLAS II RIP P CLA S II RIP RAP � � - � 0.5 FT SILL 1' LOW FLOW � BARR L (TYP) ( LEV 58 .9') z � Q 12' LO FLO �� v 0.5 FT SI L BENCH �� �� 1 FT ILL BA REL (TY ) � ��-� IN UTER �� ���� BAR LS (TY ) ��� ��- 8?/2016 rlovinggood �� � R: H draulics PERMITS Emironmental Dmwin s 4C CADD Drowin s U3633 H d we} sh}8 si}eb XPL.d n � � C m � 4 TUE �� S ITE #5 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER -L- Sta. 50+82 RT. � � � � � � � AT PIPE OUTLET ENLARGEMENT ��`' ��� � / �`� o s so� o� so� ioo� i5o� c�APHic scA�� Scale: 1" = 50' ��'�l�' �-LJ PROJECT REFERENCE NO. SHEET NO. U-3633 6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ���' �.����T��i�' ��.t�l�' � DO NOT USE FD CONSTRUCTION C �� — — � � � _�� ��s� vs j � v- 'I��� - - ���P�J1 PERMIT DRAWING SHEET 9 OF 11 Culvert Outlet Channel Detail (Not to Scale) Left to Right Looking Downstream —. � Ezisting Siream Propos d C�Ivert � . \ � Outlet Center�ine `��� ` / > Var. � ' - Proposed Ouflef Channel ___ __ —�— Match Top of 7z� " Sill Elevation 'USE CLA$$ II RIP—RAP SITE #6 -L- STA. 54+02 RT. AT CULVERT OUTLET W \ � \ —� � � �ONC —� � F �_ � FROM STA. 54 + 40 LT. TO STA. 54 + 55 LT FROM STA. 55 + 48 LT. TO STA. 55 + 63 LT �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER ,.Y' _ -� `ti`'—`�`r ��S � �.� ..1�'v�" \ � � " � � - � � �� � — r,, _ _ _ �� I I � � �� J� J� � � � ENLARGEMENT 50' 0' 50' 100' 150 ��4��-��c s� A�E Scale: 1" = 50' LOW FLOW BENCHES ��4,-«\—�---- 4' BASE TAIL DITCH SEE DETAIL 13 �- PDE -- SEE CULVERT OUTLET CHANNEL DETAIL 9� o� � /��O s WW SHEET NO. DwAY DESIGN HYDRAULIC ENGINEER ENGINEER SITE #7 E E UE� ���� �� � �� �, 1 �--�— FROM STA. 53 + 56 RT. TO STA. 53 + 76 RT. FROM STA. 54 + Ob RT. TO STA. 54 + 31 RT. PERMIT DRAWING SHEET 10 OF 11 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (fit) (fit) 1 31+77/31+92 LT.-L- 36" Inlet (Stub Out) <0.01 <0.01 15 9 1 31+77/31+92 LT.-L- Bank Stabilization <0.01 5 2 34+69/36+12 RT.-L- 36"Pipe/42"Pipe 0.02 188 3 18+34/18+75 -Y5- 54" Pipe IN/OUT <0.01 0.01 68 16 3 18+34/18+75 -Y5- Bank Stabilization <0.01 6 4 13+63 -Y6- 54" Pipe IN/OUT <0.01 <0.01 7 17 4 13+63 -Y6- Bank Stabilization <0.01 21 5 45+94/50+65 RT.-L- 60" CSP Pipe 0.06 <0.01 484 23 5 45+90 & 50+84 RT.-L- Bank Stabilization <0.01 24 6 53+80/54+29 RT.-L- Culvert Extension 0.04 0.02 134 58 6 54+08/54+36 LT.-L- Culvert Extension 0.03 <0.01 89 7 7 54+54/55+37 LT.-L- Stream Relocation 0.01 <0.01 148 18 TOTALS: 0.16 0.03 1189 148 NOTE: 43' of Site 2 is paved ditch. TN Revised 3/31/OS 6 \ PROIECT REFERENCE NO. SHEET NO. � DETAIL 4 DETAIL 3 DETAIL 16 -YS- POT 510. //+ES.00 � U-.36.3,3 Jr \ STANDARD BASE DITCH LATERAL 'V' DITCH STANDARD BASE DITCH I I II I I}'1 � � \ -YS- -Y6- i � No� �a s�oiel 1 rvor to s�oiel 1 Not io sr.aie� � DEBORAN W. ROPER 3 Pl S�a 19+08.42 Pi Sto i2+40.37 RNJ SHEET NO. Now.oi Haw.ai Ho��,oi Na,�.ai _ � OB 38% PC 8�5 I I I I� \ Q- ZZ�i�.%�R%i p= 49'00'33.9'fLT1 I� ROADWAY DESIGN HYDRAULICS Ground 7�� .��� Ground Gro�nd :/ Ground p',n D ti� I - � - ENGINEER ENGINEER d ° �°o��e p ��� siope d -- s zs�o9 00�� w _ •zo.90 � �� � D- 8�'/4�8' 53A' D- 2/'3C7' 15.8' Gaote�nle B Min. D= 25 FL d e Min. D= 2 Ff. 315.28' 30.06' ��. L= 2,r,,�/y�6� L- 22p6.[l(%y� _ Max.d= 2.5 Ft. �eo�e.�ac Mvx.d= 4 Ft. III I � I I �\ T ��G0�5� %-�rGj����/Jy�r �Wl�e� B I: � 60' g= 5 F� Min. D=0,5 Fi. �+n � s �: > n.0' 8- 5 Ft. I R= 650.00' R- G(�SM/ � *Use Geotex�ile on Banks only Max. d�� l Ft. SrdeHo. e16.oi I I �\ *vPe a f ���e�- « A S S � � R;p- RoP 6= z F r i I -� E= S E E P L A N S S E = S E E P L A N S TY,e ot ���e,= aa�� 8 Rip-Rop T e or���e.= ��s5 �� R� -ao I�\ \ � PRELIMINARY PLANS 'From Pipe OuNefat-YS- Sfa.18+62 Lt. -L- Sto.31+80 Lt.AT PIPE INLET I � to JUrisdiClionol $fream. FROM $TA. -YS- 1H+2$ Lf. TO $TA. -YS- 18+60 Lt. I I � i �IF' DO NOT USE FOR CONSTRUCTwN -YS- Sta. 16+35 Rt AT PIPE INLET Mazim�m Slope=0.3% � �y DDE -Y6- Sta. 73+68 AT PIPE INLET & PIPE OUTLET _ �� � � \ �,�� c6" E�� # CY DDE 8.7 Tons C1A55 B RIP RAP I I I� 1 AI � �a�50' 53.5 Tons CLA55 II RIP RAP 21.3 SY GEOTEXTILE i-�J iP I I I� . I ?� / t �'� � � I � ml� � I'F� o \ EIP Q� I N o8�0� �� �� I �� II ,��$ � ��� 8 � DOCUMENT NOT CONSIDERED FINAL zgop3� �� I� ��� �, � ,�v� � UNLESS ALL S16NATURES COMPLETED I �ti � � � BYS-30 =� �-� -�� F 6 0. RICMARD E. ANp � �" E N zz°rr�sr e N 2i.z3,za^ e CAROL R. THOAIAS Pi�E es.iz� F��E i29.zs� PiPE � � I � s � � ANN C. BROWNE 3 I MARVEY L. AND -L- POC S�o. 3l 30 8 R I I � DB �M6 PC i339 p -Y4- POT 510. l+OO MACOP! A. ALBERTSON AND WIFE. y. --P � �� tO � � � � � 6 � DB ��66 PG 2�30 MARY ANN R. HAMMER S � ' -L- PT 5�0. .3/f(,3.42 DEBB� D. ALBERTSON �1 �,�} I I I��� 9� �K WP� � P'i � � � � �� 26 DB 3t70 PG Oi� � � �� DB �725 PC 785 M I�� � I A � � � "' aeucE M. ANo II�5' �i � �� -L- T S►o. 36f6956 � MARR,YN B. BRADLEY iso� uNiFow.n ranNsinoH Z,j ��� �� I � _ L P�T S/O. 42+$7.82 oe +as ac ceT O � �� Y�,1 POT Sto. /6+85.69 � v�- �� - �. -YS- Sta. 16+00.00 I� I � � �� -Y6- POT Sto. l0'�OOAO � see �ernu ie S BEGIN CONSTR. � � � ��� w � STANDARD � ---` BEGIN C& G I I \ s`�l,p �- � BASE DITCH S �_-� NC - i� �� � � ��� � � I ���I ,�� BL IC; I �� F -q � � � '� �-- -� i�� b TON � �i r�`-� ,l.-.,\ � �� � I / 3_ .� cs CLASS II -��- � z 7Rp,NSITION � \\ RIP-RAP . i, � � ��" � ` . � +6$ 'Y$' o� I I 25R K C OC 0 I \ �\ � � m � ,Z\\✓�� 300' UNIFOR � f`��� � ��� �� EXIST. � � I � / �+B4.00 ��.! -,� �� � � � � � uet� W. o � F�R/W ;� I � �gN V � � I I� \1 RT.� + REMOVE / � .�s'� I � � \ � _ �� XISf.R/W z� � {� �� �� i v seKo � I Nw � � � � ROBER� CONNEL� � O X] � +� ���25 N 160'TRANSITION �+�267 _� I I w� � � � � �, �, t� i/ �+ s.00 I oe za+i� - iae � \ ' y �� �' � � � //$' m +OS �L-� 5� I I � � �y �' I 180' T NSITION .r'? II� \ \ ` ' I I � 150' UNIFORM TRANSITI N �.- � V �o , �� ��_ �5.>" �. +00 ,�' /�� +45 ��,T � . 051 I I��X/.�T R/W - �;r,,, �'Z",. � ��� � � � - �o'O-� f �� � � �oNc +50 m a� v xi ��: +7 + R� u5' � ' I y�e�. � u TueN �H.� �� O \ I' R/W � REM. EXI57. I �%I T. C { � Y � �00' O N = ¢� / � � DI \ F Y$�"' r'"� PL DO N0� � +70 +00 ,' � � � � � �j PL /00' � `� � � i 62' DISTUR I II � � I �� I � � � � 4� � U W r � ` ., � � � ¢ � w I � � +0739 � V POND . � - � 84.47' � � � . O � � . � ���'` " ( , � FILL W/FLOWABLE FILL "? �"ir"� �� y p (n EX/ST. 36' R II � `� + + � � II . � Z� � � _ -. � -� o R� �, \ 85' 1 p 100' PER 0��� l I o �V3' +jQ z � �' I II APPRO IMATC LOCATION � I-I� I I �/ � - � '�" � o o W � � 4� I z�n �. �� � �F asz '� ' r,�s,�NCA.w +��� z�i � I i � ��� �-� DUE osz ,- aF� � eo �� o� �uNcrioN aox�� \ � tz• 2a' _ PGE - PUE � �� _ 2 � Q �� . 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I OCAiIONp ti M _ E <P W - - - �,y _ W � � „�-�� ' � W � � � . � � - � � r . � 0/��j y � � W i af i � � 1 ' p . � 050 F - ��� ` GRAU�50 TL-3 �. �/ . � � I �I.�' . ��1. . , F Vi 3 ,eK� F PROP.G/R � PROP.G/R w � +l0 -L- � � � � � r �a - .; _ " �� �B-2 7 PG 926 � �n, a � � � g 1 . .7 .,s � ,mc i, , - DB�� � _ �' - � � ,fis� - z � ��� i0 -[- � � . � 'Is ec p '40 -L- � i�,� �'4y _ � ^ c� � � s � o � ��; o�r i OP. �' � E w � � �- i�o�. - K _ �� E F � �Nc PAveo on�c - � R=to, R-so� 60' E �� � �r� / �F� �. _�, Z W� 2 � CPI ��,.�' S' SIDEY�II �� i,�- . � \ R= 0 F v' CB - 1 0' PER� __ - E E +QQ / 7 �� (�O' �� � W � +`� � � � t75.30 -L- � � �. a PiP� � �r F \ - � s z.e H � �B - � . E . � P� �� / _, � + � - � � p� ] 70' a 65' roNc z. aK�� s�� �`� +05 L- '' F i _ .,_ C1 -� 85' +52 �20 L- � �� ,00 �50 � � � N +i5 €'�C) � - � +4 /05' �ry � o, OP � 6 � +0095 -YS- a M � � i05'&/00' � a' �� / . � 2 �O _ � � Z � �^ � .� � o f ��. � �F�" . a� t80 -Y6- O W p O �� �� �O$�Y4' ��� �� 'L' � REM. PAVED DITCH + - . � � EM XIS �� _ Ic�� +jQ l�, . �I� L L-II ^ '.�i � � .F �y EX/ST.R/W � +g4 5� 6° Rr _ o �� 65J3' +p2 +q0 -Y6� s "� � Exisr.Rnv � I ��' i +au9 -r4 -Y5- � Sto. 17+8/b7 „a � ��� l, . � `%' �� ea�9s� Exisr.Riw \ � W� I� � f� 25FBK� � (�0' t � 3S E DETAII 90' � . -�� �-�ti.��� c o � ��... � 2 � W � WAJ_ � 40' , � 1Bw/' � �I�, + - `^'Z,U,- � � g ,'� I r w re �wi1 32 �� � � � O � � �. N' `- z � R I PL \`''' � n RETAIN PAVED ITCH 5S' 4„ � TL 2 � l, LL� �� ��� �� _ �`3 tn � � ,---� �, I ROBERT AI� SEE ETnitt � � �a- � +8/b7 Y5-no 95'/0 , �\`'�,�! �/ p � p � � -r4- S�a. u+00.00 i _ �� � � 84RBAR4 WEAVER � 28 � _ sra onao � ' � � � j �i �� I '• Rcp � � a�� X� �' gX� � �: �' � �� S 1� 0 °� � � �/� . _ +� � '2 h v[ W W Q W O � END CONSTR. � I � �_,` � DB ,065 PG 280 �en oircri I I �a � \si m/ " MARY VANESSA S. WEBB w ECM y�- , ���^^ EXIST. �� �� j� p ti EDWARD C.AND i� � F.? ,r JEFFREY A.AND ' �9 O� �` '���' 7 '� �t5pB9 � I� DB �089 FC 7n END N � �� � R� �oNj� �i � PL C0� � ae c�+i I c 55 u ai /� I� i % � �+ W� W CW�pdIE MAULOIN i �_x- �x- -xj LE4H Y.ROBERSON� �__ asr� I _ ��. � � F o � � I� � EXISTR/W ,i4.0i8N��3s�s9•e N 2i°ao�a�^- � � � . 4' � 30 � � 4� � �� . � -Y6- � W DB �369 PC 830 /Jr � � n OB M�3 PG 2�25 g�b7 -Y - � Re�v, � �s ��'� � � � � W � � � i EiF cai 8°P� e � � .� � � � � +69 ��z � � �,9 o� W a N zi°as i5�� � zQs.ss� +i5.29�� �� iPo e� -� � EXIST.R/W �o�� r �� N zi°aao��� e a I $lO. llfil9.� � � � Q ii.5i, �. '_ - -- iszeo� PiPe ss iez.ee� � iss.sr e-i �': � - � F 7.ha� 2sa.a7� _£XiSL � I� i �-� < I o z -Y4- P/ Sto. l2+17.58 r c 4;3Q n.�r � -� % _ s, �% � � o -z +g� a.ciR .32 � o�� i-Y6- Sta. 7�F O�EY U U �' t>€> i'� �-� � a� Pvc ss +7 �,�- i +63 � I Y ri � 76' O �� �,, I� � BEGIN PA ERVF +25 \ .. .. .. . dAMES G. AND � � � Nc �i � wn�� �°�c �25 -r5- 35� EXiST.R/W / / �'p,��^^- JOtiN50N CULZ�� � � � � � +75 �'� f R�T. 2 2 2 2 � w � vc O J � I 0 0 0 o RiTA M. BRUMN � �- � � i� EXIST.Ri1N wo wau *25 +gp �, � +7934 5EE 7Aa d�� AND YnFE. � x � EXiST. j� - �n �n �n �n OB Mi3 PG 27i 35. 0 & 55' LESTER 0. AND �� Y�>' �✓ � � R/K' � w KOABERLY D. SiG 33 P STD.BA DITCH MON CjYC�,4� �� ,��I ROP.rEMP. � I p RUTX B.IAUbOY �-, ��� � OB 069� PG 063 �� � corac to' 45, . � � � � o � ii ��ol�i �50 -Y5- _��� - � � � � 30' +TB� � � �e4 DB I5�0 PC � ST.Ri1N R �jz� � ����_z so avEME�NT � � � � �Mi� /1�� , � � � � �� � c� � CRADY L. AND P9 � +50 � l n� � "� EXIST.(i/W .. � � � 4 � ,R� �w�.v � �� � � � ,��� � � -YO- PT P�P.'rEMP. I � 'O e KS NLY � NEATHER C.MCMANUS 25' O M N �i°ss�is e �a � . � � � �� OB �502 PC 2M2 ' CJ r � .3� � HORING F , z i�� �' �� z r� �a- w E�P Sto. /3+4625 F ��5 � ' z3o.77 -_[-� � ^�. p o� ' - + -Y -� � � � , � `i 50' � �NC_ � -r - PT 5�0. +3�A3 � l/� 5 25. C�I/AVA. LL� ,., 5 i4°44 29" W" q . ,' SEE DETAIL 16 1 / S�� OB ,Zlj PG ZOOO I - STANDARD BASE DITCH WILLIAM 5. AND � � � -�� � � � � �� �`"' �, e � i�3 3s-�� . . . JUDY K.HUDSON P �� ���q4"E ���� � �� m� - EX ST.R/W :���,.,� -� � 9 TON CLA S�II RIP-RAP OB ait PG i3W 4� ��� os° � a ��Nc . a)Y r- +4629" o'� " \� N 6 99' ° �o-o � /g o�� sr s E+ & 25' +70� ' � � + � r�i�e 5' �sq 3°e /� �� � -YS- Sta. 20+00.00 �' �ONN AND � {� �� ��e- ,w '9C�a �/' m A� R � a,Pvc f�0' 7 � w v� JENNIFER SUTTLE -o W5 . C3') � s �e � �so° ! �� �`^ 09 �527 PG 9�3 t� � � END CONSTR. z�� see oerna ib w � PiPE \ M , EX6T.R/W // c; �o � �. � �e3• - P r� s� 3 / ~ T�p �� p3� �A STANDARD BASE � - � " �� � � + � � & 25, _ P 1 � � �� ,� o� � wra u eie-anP �t ��rsa ss � �r -� - � � . 3�i a � \ �� I 9 TON CLA55 II RIP-RAPR �+ G!7'P-� --/j+'S e" p" ROBERT D. AND � oz. ��`d e, � zo �FC x�ST. � P- �� 4-28 � / �c � z KAREN B. CLAWSON �"�� �Dc ��� �� R/W �'� � �� � ,� �'ti,,, � � R� . � �s � p8 i758 PG 809 � � sn �, eko � " i = -Y6- POT � I 4 "",-,,,Lr a � �`��,m~ EiP N q0°o2.4� m � \ - - 510. /4+30.65 � 1� I � � - - - - - -" z °s�ss- 'E a� -Yb- Sta. 14+15.00 �-_ _ o�o � � \ BY5-31� �. I END PAVEMENT CARR�E N.FENNEL � I �e� DALE K.ANO I I �� PiPE �° DB 38� i25 � I �� KENHErx E. eNo � SEE SHEET 26-1 FOR TRAFFIC DIAGRAM � i� ��, ��� �o / DELDENA CRAMAM o� � E,P pg qgg p� 5.1� SEE SHEET 11 FOR -L- PROFILE 33 I i I Ili �`� �,o� � 0 MONOLITHIC CONC. ISLAND / "� �o p�� SEE SHEET 15 FOR -Y4- PROFILE I I � Q� � � ss o��,P SEE SHEET 15 FOR -Y5- PROFILE a'Sp / � 6 SEE SHEET 15 FOR -Y6- PROFILE `� Qi� � 0� �A, ry U�l P � � � � � z 0 Q a � � : 0 i � �t : � U � O 2 � 0 W $ � � � : Z O W U w � � 0 2 i <b w � U a 0 � 2 O m M O � v � q o �+ �va � w � � - U ; a � a : 2 0 � � O � W V 2 ti � o ,� � � � � � U � � � � s � PROJECT REFERENCE NO. SHEET NO. �.,3 � DETAIL 5 DETAIL 6 / � 4� I I f�� DETAIL 2 � u,rEw,� BAse oircH Rocrc siu U-'36'3'3 6 � I � I BERM 'V' DITCH � No+�a s<oia� I N���� s�oi�� � "'� ILW SHEET NO. _ THE .AMMY AND BARBARA HOPE I �"°��°s�oi�i b b �►mE N3e s`'N_ ,r REVOCABLE L�VING TRUST � Ha,�,Qi �� � 39'q0• Eos_ s; ROADWAY DESIGN HYDRAULICS � � � � II > ,o,,,, � ` ���u�� � 20Q� sZ,gg, � ENGINEER ENGWEER � I I I I 60 N DB �28� PC I71 o aowr c,o��a 7.� p 2n �,.h�. FoaPe c o��a d?y p> rrF sioPe �/,\ � 3� o Q �J / In �II Nvurol 1` � Min_D= 4 Ff. GEOTfXTILF g a� \ . � i � II I B= 5 Ft. Min. D=4 Fi. �' � / Min. D=1 H. l 6= 10 Fi. �when B is < 6.b Max. d..::2 F�. °j �.,� � IS" 6=2 Ft. =N I c. " LINER: Closs B Ri -Ro 'Use Geotextile on Banks only B� 5 Ft. RICHARD G. A11� � � I � I 15° CP +64,64 N 2i35'i3" E FROM STA. 54+30 LT. TO STA. 55+55 LT. Type of line.= CL II R�p-Rap 6=10 Fr. TERRY 0. ANDERSON I I E• 30.01' 225.04' EiP FROM STA. 47+50 Lf. TO STA. 48+33 Lt. 61 CY DDE CY DDE ' � PRELIMIN RY FLANS IE FROM $TA. S4+4O LT. TO $TA. 54+55 LT. DO NOT USE FO COxSTRUCTION DB ��N PG �7� � I4 DETAIL � FROM STA. 50+01 Lt. TO STA. 52+50 Lf. �47 �y D�E FROM STA. 55+�48 LT. TO STA. 55 I� 63 LT. �iP I ��� � n�I� �� v.rean� �v� �ircn � s q� ROBERT N. AND �� I �"���� s°O1e� re-- SUE G. NEFF / 3I �;r;s,�,W � I I� I DETAIL 14 `�o.�'w DB 2g87 PG 292 °�" Culvert Inlet Channel Detail 5 �,� I�fl.F�, 29.68� I � � BERM BASF DITCH S� .>0 �G� 3Q3p-ic� E�P �� �`� c,�°�a 2.� �� r.��. sPope I����� s`��'�� 38 j (NOf f0 SCGIe� DOCUMENT NOT CONSIDERED FINAL o.��' I ° Left to Ri ht Lookin Downstream = ^n���. �=z F+. Howoi ti> aowv 9 9 UNLESS ALL SIGNATURES COMPLETED � � II 6= 2 Ft' cro��d d 7:1 D � N LC BEARING�N 69°I6'36' w EIP'O I p,oposed eul�en / I B GEOTE%iILE'� LC �IST.:54.57' � f`In1elGen�erline I I II Min. D= 1 Ft- . FROM STA. 43+50 LT. TO STA. 44+00 LT. 45 CY DDE EIP � 150' UNIFORM TRAN51 I �I I� BL-I2 R.CRANDELL JR.AND Mox.d= 1Ft. RPDLII5:41<.13' LC BEARING: -� � �� g �U-TURN W.) l BP 2 Fh LC DIS 1 I / M � �A2„3 PCY,� 6= ] Ft. RADl11S: proposed Inlei M `L6 I I II � I g g CASOF! L. BREWER z v°` � g `� o °i Type of Liner= Class 8 Ri�rRap Channel II o II � � 35 * AND SPOUSE, O y. � CNRiSTOPNER B. AND HARVEY L, AI� � a �1 FRonn -�- sin. a9+oo �i. io siA. so+oo �i. NICNOLAS I, KING 37 �� ,z, ' � PAMEU LOFTIN CAROL R. TNOMAS I��� m ��� ,. Q'� _� _�j S�O. 46.f70� � � � pB �598 PG �553 �, o� � OB �228 PG �62 � DB ��66 P� 2�30 .� I 36 DAVID C. FLETCHER ' s� o Mor�n rop or •use cuss u aia-anv p \� S�Ilele�ar�o� � SEE DETAIL 5 wo / �� i� � � ORl- POT Sto. IO+Ob.00 Iz oe ,zoe Pc z,e9 +25 ns• � �o�e�ai s ease a�n oe,a�i `� -L- STA. 54+23 LT. AT CUWERT ENTRANCE -Y7- $ta. 17+00.00 ` � I � �c eenawc:N 7e°9s sq�� w � Fo� so-eam 2a� �ar�o� � �5 � SEE DETAIL 6 -L- STA. 54+4 TO 55 i.qg Lt. BEGIN CONSTR. I I�� a � �� I FiPe �c oisl.:e�.�r eP ERiC NEUSSER AND NIiFE, gocK si�� � x cv ooe �� � � � aer. ewsr. � �� 'L- PoT 510. 48+Q8.ZQ e, Raouis:�szoo� SUSAN S. NEUSSER see oernu i2 svsrenn SEEm rafiJSi �c aEaRiNc:N �9°aa,o,^w DB �6�1 PG 23�2 �� ro�s 4� - �+- '/7�$,Y.fFOj XTILE 1� TOE PROTECTION I,I LC DIST.S8.8' /r� � I I II � I � � C ,�,., /]R2- PQT S�O. IO'�'OOAO o � O ��- I WiCL B RIP RAP Remove ezstn9 � I '`�y � I -��"f�-� +/Q � � \ - RADIJIS:132.0 ' { 39 CL RIP RP,P '�25 � 1 # Tons � +� ��. n CB and Reploce I I II � � �` END C/A {;� I 180' TAPER Li �c+ q � /SS' # /$�' / # SY GEOTEXTILE / �ro' S � 7 � J Remov ezisting 8 �I � I ; . _ + �, \ \ ���v /lY # 5'F GEOTEX�ILE SEE DETAIL 6 J � �/ and Replace I� yS ;I �. Berm V Di h � �'�9 oG y�. �25 ROCK SILL ,y� �\ � i I I� I ,r' � 18 S' FORM TRANSI�N ( SEE DETAIL � L� P�. \"p��n, �, � I, �6'� .,P /. �� 6 �SE � >� \ ' c?.. v'c; ~`vr''-w +QO .$ � �BS.00 # SY�GE� LE / ROBERT � p �56 {� * tiY'_ I I I� �I EX/ST.R/1� �� I I � \ � � �I 1�- . RN LN.I{„� +00 tr t�i .� +05 II o`�`s � \ s'6s o�. +OS � � l25' 76 �,..' "� '� ANQ� � � + ' `��`" E � \ � I ae�m v �vEtr r� o sueieo o� h�a�ss Rcac B63 � P1Pe O ,� &88' �� � +OiO -i'7-,� �� + C � i48' � � � l2(Y �, A � s - i55' � �„ `; �:� ,f �50'& ANN At EXiST.R/W �� � � � �- 79.G0' �I � +30 ���'� � + � � E7�� see oernu2�9''� �� +7 „ � . .. �, NYATT� O +4( EX/ST.R� � 93A0' .� BEG/N C/A . � 35 \ gp �o o;�p ` ' � � 5ry '� � pg i7T0 PC �� O Lataral V Ditch � \ 3 yp' �uc + � gry /�� . � 84'83r see o�to�it �,I � i � I 60' t% ur � yry 45 +83 �� � .. ��.} � O +OiD i25 �' "3 � 65 �%J� O -F \ � � � � ' _ �- � � +io � � � � � / � ur � � � � � n5a � _� F �'i � az +ro �� , � ��5+ `* M �V �� � i- +l0 -L- �5380 & � I � s� �� ` �- �- �omc -- /W' .,, � .y �g, � 95. + f W � �3 � oo G- ` ,1-�1^ s` eo.oa � � I I � n55 �' � E e - � ��� E � S l �� I r �o � i� & �'gz � _ s• . ,� I s �- � � � � BL 13 ��h� ,_„ - E � � , � - �i � - � 7635' - , . _ ` 60' R a 9r�s• ' o � � � �ao � �r,., W . _ 3<- � �� � � E � � � � ...�aeie �,`. cP � PUE .._PUE � �4�. ,r � �.� ti,,�1;.. _,. .; � � .. �, .�S � � is„� iv I_., �d �ii��1� , -� � ��pU Pi � ;N +5g �f'f � `.'o � ti �, � PU PUE BD �� -,�� � � i k � , 0 4 �d � � � � � : . � • , _., �. �- uz,ir� . J R � _\ R_ � 0, I C � CB �� Q� " 21 � �� 62 . � �= b - / � v N-� ; � �- <;z. -.-`-,�c ?� � ��- R . � . �I . - � , . �� "� � y � � O60 �� _� � ., . � � � " PROP.G/R I � � T 'si ' . � ,r, - _ � - �, N I � ��� �5 � - a� _ i u� - ir arr� 5•' csP - � lCi - '_ R V _ _ _ _ __- _-- J �� . � .. . � _ _.. i � �-� � _ � - - � --- � - - - w--- - --- - -�-- - - ---•�----- _ - ��- - � -- �; � �a� �� 2'-e•c�u�B- - w - � - _ - � �� �e� n - -- - --- � d � 2�6 ctnt�a UrrFa- T mr v +r, +� - � W c+ 15" - O � r� NC 'L3 SOUrH M.nIN S 24'6ST � R M. E%IS DI �'� v 15' " � i� __ '^ �I O � - O60 � -p - � REM EXIST M , � w .�3 , i - � 0613 � ., _- � - ._ . � � - ' .- - � ._ _�_.- --'-.___ . A ;. . = c-- -�_- 7`-.__ --_.--. -r�-- �---- �'-- - ----_-- --_ - - �'--- --'---- -_---_ _- - - _- - - ---- --- _ �_ - -__ N- ._�_ -.-- � --. - .. _ . - � --- _ - W - � , . ,. ..ti �..� - � . " _ -EC --- - rf - - - W � � o m l'-6"CURB & GUT7ER i� � . .- � J i � . � .._�S� � . ��,� r , � , � � in 'v � / , , _ Z � ' O60 _ � °' 6 0 .� , / .`� � N ' JS-= _ / c.., r. v � � � rv � ' -�� - BI. -la ; W, - . . - .. _ _ _ _ Z GRAU 350 TL� m CAT-1 � �.-3+ fy � . QJ y -- .. � 8' cF `"` � L 063 _ 0610 18" R' 5 Pti pb. � PROP. ROP.G/R + '63 - �' � -�� � 5'SIDEW.4GK =� 60'&85�� � ^J- ,� RC �' � 2G1 063 2GI � \ ti ¢�"it� .. � RC � E . - �� � o6s , ` �"'r � " i � - ��99 a � � PDE PDE �' a +q�5 _ E av , sp, �� �, + � � � ���� , � � "` �- `r 064 � �� �w � / � � �- r75 93.48' � � { _ � / r .. � 7$ + � � � REAI� 48„ .. . J�S f�' r -1' / . 74' � ¢ . BS' RCP & HW � C., ' g fi ��s , � PD +5� � 6' ��F' t65 % � .o � � " /�/ E ^� I 8 � � � -QR2- PC 95' � swice \`? "+ iso uNiFo ranNsiri s` ,�••,� � �, , F`s Sfo. 11+53A7 EciN cia +op � I S � - +75 29 -L- �2: r351 -L- �� g i � � +35 - , (U T LN.� �'�SO lZ'J2(i "'� �- l2S 60' +J � BO' \� � _ � ��5 /40' c � / 1 - - �� �c u5' t� - . SEE DtiAIL 12 +50 'OR/ m � �. I +/ . CLEII RIPARAP� /25' +07b9'. .. r:: �~i;r � l � s' � � � `�\ � 15 c, TOE PROTECTION PROP.TUE -ORZ- PRC 26 Tons �75 �g€ -�- '_ ¢ e WiCI B RIP RAP +p 'DRl' 'tr ^t�� � l25' �� . � e te.o To�s n5' } �. 2.r�� � w +5p 3 $/0. llf7l,� 40.7 SY GEOTE%TILE qp� '� _ � //"`1 (r�-,1'"'�+� Y ��' '�' � 4' BASE TAIL-- c SEE DETAIL 17 TU �""� 35' +jQ '�RZ I � W +7� -�R'Z- QZ BMttSJ +rjQ /85' RIP RP.P 30 CY�DDEIL 13 - � 4 � O 3 Ton See CoWert Channel - CL II RIP RAP +jQ 2(Y 25' CL I RIP RP.P l8ii � P�� 26 ions +30 -Dlil- 2. JOME$ A. FARTHWG. A. OND wIFE 2o Tons o GEOTExTILE Outlet oe�oll 8" \ - /- � m. 39 SY � '� 135' UNIFORM 'DR/- PC S10. //+5O,5B j�. 3d � JOYCE STAFFORD FARTHMG �EOTexrne ' �I � � �-DR . POT � -DR2- PT De �toi �e b6o + iso rnPea�u-TUR \ +l4 'ORl � ti � I c 510. //�87..32 � �i Sto.12+47J5 +oo -oaz- - - �T Si�. 44+ ,%2 �2'� � � � I *CL II RIP RAP -Ql?�- Pr 5�0. �2'�'.3.3..3�i ,�I ` -�R�- 5}p. �2+20.0� �o � '15' ON BANKS 1 -Y7� POT 510. l7+ 8 8 � EN PAVEMENT +30 -DR2- � ILLIAM A. WNITMAN � � -DR2- Sta`�.'� g+2O.O0 �� 4� OB 3680 PC 036 � es�� � END PA EMENT DETAIL 10 DETAIL V \� DETAIL 12 OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL STANDARD BASE DITCH SECTION A-A' [No�ro s�aia) �� Culvert Outlet Channel Detail TOE�PROTECTION �s9a,,, so�e \ I eeo s�oiel eie 1 � ? b, I m I b Nao� d 2.� ryp e�o��d (NO} }O SCOIE) H M1'' �� �� d D 34 � F, �e� �a��,a� Nao° a' - F �� G Left to Right Looking Downstream Na,�,Qi ti� `\S�oe �°°^' d�' o� '"�' s�ope B M;,,.o=z Fr. JOHN AND Gra�nd b F 10' Min. Max. d=4 F. .IENNIFER $UTTLE\ I--'� w- a pr. ceorexme g Min. D= 2.5 Ft. H'ne� B is > 6.0' g- q F�, � DB �527 PC'N3 \ _ Propos d C�WeN d= 5 Ft. d E,s��T9 6'=• voriobleax Max.da 2.5 Ft. S�d.No.B]601 OutletCenrer-ine b= 3 Ft. Geo�ex�ile lurisd'iaional B= 4 Ft. T \ � r ype ot Liner=� CLASS II Ri Rap \ / Type of Liner-��� Closs B Rip-Rop s� ea Z�g �y DDE Type of Liner= Glazs I Rip-Rap 6= riable -L- $fa. 45+95 RT. AT PIPE INLET �� FROM STA.45+75 RT.TO STA.46+00 RT. -L- Sfa.50�82 RT.AT PIPE OUTLET �a�� r.oposed o��le� FROM STA. 54+62 LT. TO 55+55 LT. Chonnel Ma�ch Top of 12� sinEle�a�an 'USE CLA55 IIRIP-RAP -DRI- -OR2- -OR2- -L- STA. 54+02 RT. AT CULVERT OUTLET P� S�0 ��f9ZI� Pl S10 Hf%9..38 Pl St0 ��+GZ.ZB �= i� 5r i8.0� rRr� o= �e� 2r �2.� r�r, o= 2a 5r �5.� rRr, D= l4 /9' 262 D= �l4 35' 29.6" D= ll4' 35' 29.6' L= 8276' L= 16A3' L= l82/' r=4/53' r=8.08' r=92r R= 40ipA0' R= 50.(ap' R= 50A0' ���.��i���'�� ��� ' �.��.�ur.c�e�.._,._.�. �-a:���.,.� ^�r�� ��r���i�� ss.����r������ �ls�ua{ae:.. !�� �J ��W' "r� � i :! .I ./ -•I' ' � N - � . � � ' . ���� , --_' �\ � /', I ����-%� : /. .� ,/ . � - ./ � ��� . N ■ � . � � , i I _ •• J :I �- CL I RIP RAP � 115 ' wNIFORM TR TdQI�., ON BANKS ONLY � (U-TURN LN.� 92.pp. "�E # Tons N SY GEOTE%TILE -�- � I I. SE'�'SB.O6 - CL II RIP RAP w Z . R Tans `IJ # SY GEOTE%TILE � TRIANCIE REAL ESTATE OP GASTONIA.INC DB 2062 PC 8�3 �o � y DETAIL 11 OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL � SECTION B-B' ELEV.599.1)' �y b� � No� a Scole) b �rol H ry�� 1.� j�{ e o�o I I L� p rk�. sione d W= 3 Ft. vEorExraE B Min. �= 2A Ft. H = 4 Ft. Max b'= vorioble Mvx. d= 2.0 Ft. 8= 4 Ff. IOI CY DDE Type of Liner= Closs I Rip-Rap b= voriable 0 MONOLITHIC CONC. ISLAND SEE SHEET 26-1 FOR TRAFFIC DIAGRAM SEE SHEET 12 FOR -L- PROFILE SEE SHEET 16 FOR -Y7- PROFILE SEE SHEET 16 FOR -DRI- PROFILE SEE SHEET 16 FOR -DR2- PROFILE