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Home My WebLink About20130477 Ver 4_Application_20160301::..A_ Transportation March 1, 2016 N.C. Department of Environmental Quality Winston Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27105 ATTENTION: Mr. David Wanucha NCDOT Division 7 Project Coordinator PAT McCRORY Covernor NICHOLAS J. TENNYSON Secretary SUBJECT: Application for the Modification to the Section 401 Individual Water Quality Certification and Randleman Lake Buffer Authorization for proposed widening from SR 1003 (North Main Street) and SR 1820 (Skeet Club Road) to NC 68 in High Point, Guilford County, Division 7, Federal Aid Project No. STP-1820(2), TIP No. U-3615B, Debit $570.00 from WBS Element No. 34962.1.1 REFERENCE: 1) Section 404 Individual Permit, issued September 20, 2013, USACE Action ID SAW-1999-21179 2) Section 401 Individual Water Quality Certification and Randleman Buffer Authorization, issued August 29, 2013, NCDENR-DWQ Water Quality Certification Project No. 2013-0477 3) Modification of Section 401 Individual Water Quality Certification and Randleman Buffer Authorization, issued December 9, 2014, NCDENR-DWQ Water Quality Certification Project No. 2013-0477 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to widen and improve Skeet Club Road to a multi-lane facility fi�om SR 1003 (North Main Street) and SR 1820 (Skeet Club Road) between US 311 to NC 68 and reconfigure the intersection at North Main Street and Skeet Club Road in High Point. The project is subject to the Randleman Buffer Basin Rules as per Not-th Carolina Division of Water Resources. Therefore, a permit modification is requested for utility buffer impacts that occur as a result of placement of utility poles and/or aerial lines in buffered areas that are outside of buffer areas already impacted by hydj•aulic conveyances. There are five sites that have been identified. �Nothing Compares��_ State of North Carolina � Department of 1'ransportation � PDEA-Natural Environment Section 1020 Birch Ridge Drive, Raleigh, NC 27610 � 1�98 Mail Service Center, Raleigh, NC 27699-1555 9197096000"C�9192125785F The Utility Pennit Plan Package is attached. Utility Permit Sites 1— 5 are located on plan sheets 4, 5, and 10. Additional Permit Plan Sheets have been included with this request to show where utilities occur in previously permitted jurisdictional areas. A letter from the North Carolina Division of Mitigation Services for buffer mitigation for Sites 1-4 is also attached. Site 5 does not require mitigation. Randleman River Basin Buffer Utilitv Impacts Table 1. U-3615B Utilitv Buffer Im Impact Types: Utility-Overhead Electric Line Other than Perpendicular / Utility — Non- electric Line Other than Per endicular Buffer Zone UTL 1 UTL 2 UTL 3 UTL 4 UTL 5 Total Zone 1 (ft`) (Allowable with Mitigation) Zone 2 (ft21 677 2603 635 4393 245 479 2152 2287 0 4004 213 9680 With the exception of Sites 1- 5 all other Utility Buffer Impacts were either located in areas impacted by hydraulic conveyance impacts or were exempt due to the perpendicular position of aerial line placement. These impacts were not addressed in the original permit due to these utilities occurring within the hydraulic conveyance buffer impact areas. See Table 2 below for the locations of utilities that occur in buffered areas impacted by hydraulic conveyances or that were exempt under the Randleman Buffer Basin Rules. Table 2. U-3615B Utili Buffer Im act Locations Hydraulic Station —L- Utility Structure Site No.X 1 170+06/172+39 Aerial Lines 2 177+99/187+30 -LT Aerial Line/Poles 2A 187+45/196+55 - LT Aerial Lines/Pole 3 197+50/205+22 - LT Aerial Lines/Pole 3A 198+75/200+23 - RT Aer•ial Line 3B 208+02/209+14 - RT Aerial Lines Exem tions 5 230+44/232+87 — RT Aerial Lines 6 237+00/239+88 - RT Aerial Lines 8 265+24/266+91- RT O/H Tele hone *Site numbers are from the Permit Application Permit Plans, April 2013. Page 2 of 4 U-3615 B Permit Modification Application Februa�y 2016 Miti�ation Table 3. U-3615B Buffer Im act — Zone 1 ft` 2014* New New Mitigation Zone 1 Zone 1 Zone 1 Impacts Impacts Total Allowable � 36,226 � 0 � 36,226 Mitigable 96,291 4,004 100,295 Buffer Impact 132,517 4004 136,521 Totals * 2014 Impacts are from NCDWR 401 Permit Modification issued December 2014. The Allowable amount of buffer impacts for Zone 2 did change fi�om the December, 2014 401 Individual Permit Modification. However, the Mitigable impacts for Zone 2 did not change (Table 4). Table 4. U-3615B Buffer Imnact — Zone 2 2014X New Mitigation Zone 2 Zone 2 Impacts Impacts Allowable 20,327 9,680 New Zone 2 Total 30,007 Mitigable 56,625 0 56,625 Buffer Impact 76,952 9,680 86,632 Totals * 2014 Impacts are from NCDWR 40] Pennit Modification issued December 2014. Re�ulatorv Approvals Application is hereby made for a modification to the Section 401 Individual Water Quality Certification from the Division of Water Resources. A courtesy copy will be provided to Mr. David Bailey of the U.S. Army Corps of Engineers. A copy of this permit application will be posted on the NCDOT Website at https://connect.ncdot.g;ov/resources/Envii•onmental/Pa�es/default.as�. A copy of the CE is also Page 3 of 4 U-3615 B Permit Modification Application February 2016 available at the above website address. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Deanna Riffey at driffey_(a),ncdot.gov or (919) 707-6151. Sincerely, �r Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List Page 4 of 4 U-3615 B Permit Modification Application February 2016 Environmental Quality February 26, 2016 Mr. Richard Hancock, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subj ect: References: PAT MCCRORY Governor DONALD R. VAN DER VAART Serretnry Mitigation Acceptance Letter: TIP Number U-3615B, SR 1820 (Skeet Club Road) from East of SR 1818 (Johnston Street) to West of NC 68 (Eastchester Drive), Guilford County USACE 404 Individual Permit issued September 16, 2013 (USACE Action ID 1999-21179) and modification issued on December 15, 2014 NCDWR 401 Water Quality Certification 2013-0477 issued on August 29, 2013 and modification issued on December 8, 2014 The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the additional buffer mitigation for the subject project. Based on the information supplied by you on February 25, 2016, the additional buffer impacts are located in CU 03030003 of the Cape Fear River Basin in the Central Piedmont (CP) Eco-Region, and are as follows: Table 1— Additional Cape Fear 03030003 CP Impacts (feet/acres) ,feet / acres Stream Cold I Cool I Warm 0 Wetlands Riparian Non- Coastal Riparian Marsh 0 0 0 Buffer (Sq. Ft.) Zone 1 Zone 2 (3:1) (1.5:1) 14,542.0 � 6,092.0 These impacts and associated mitigation needs were not projected by the NCDOT in the 2016 impact data. DMS is currently providing stream, riparian wetland and buffer mitigation for the impacts associated with this project located in cataloging unit 03030003 of the Cape Fear River basin as required by the permits that were issued in August and September 2013 and permit modifications issued in December 2014, as shown in the below table (in mitigation credits): � •:s, 5t��teofNarthCaroGna EnvirormenialQuality 1601 Mail Seivice Center { Raleiqh, North Carolina 2769�-16U1 919-707-8fi00 Environmental Quality Mr. Hancock TIl' U-3615B February 26, 2016 Page Two PAT MCCRORY �",overnor DONALD R. VAN DER VAART Secretary Table 2— Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based on 2013 and 2014 ermits and Revised Antici ated Im acts based on miti ation re uest Total Permitted Mitigarion Provided by Additional Revised Total Impact Type Impacts DMS per Issued Impact (for Impacts* (feet / acre / sq ft) Permits (Credits) approval) Stream 1,228.0 1,680.0 0 1,228.0 Riparian Wetland 0.81 1.62 0 0.81 Riparian Buffer — Zone 1 85,753.0 257,259.0 14,542.0 100,295.0 Riparian Buffer — Zone 2 50,533.0 75,800.0 6,092.0 56,625.0 This impact and associated mitigation need were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory mitigation credits to offset the additional 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. This mitigation acceptance letter replaces the mitigation acceptance letter that was issued on August 20, 2013. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, Jam s B. Stanfill Credi Management Supervisor Cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR — Raleigh Ms. Linda Fitzpatrick, NCDOT — PDEA File: U-3615B Additional -�-�"TJc�thing C�rnpa�es�_ Siate cf North Carolina � Eneironm_=nial Quality 1 GD1 Mail Service Center � haleigh, North Carolina 27699 1 eS01 91 �-707-8fip0 i � i � i � � i � � i � i s �� i � i � I •3 I O L I CJ I + I � L I � I �i I � I � M I � I [ I � � I � U I i�. I � J I � I � I � I � I O I � + I � I L N I � I � � I } I + I � I j II O � I O I z I C I V I — C O I � I + I E L I a� I �i I w 7_ I i m I � I � �� I �� -:» I o �� I �9w� i o� �o � z I o��[r N+w - v� I �+� I w t» �� .,� I �o�� , I00.33' N6Ya7•q2•E 56232'95'W EIP Z3.95' E�p 256.16' N6352'S 'E N62'98'13'E 21.93 EIP 107.17• M�N� 56238'12•W �� FLOOD PLAIN BENCH DETAIL "AC" H (]� BANK SJA�ILIZATION CLASS B �C` �L04 H PATi AIPRAP N� (� 7 DB 5p08 �� GEOTEXTILE FAO. 'V � Ij7 p(i Qj� N.G. O i �. 2�j" 2 2 , � jiVP �) � N�G. OF 5 BEFN - 2 � 0.5' � 5� b=5 FT. / / GEO EXiILE FAB. � � NATIVE MATENIAL T INV. 6UflIE0 1� � � U3.04. L- STA. 171+18 ��0.00� � S6Yq6'32'W ----- �2804� (DD 75 CY, EST. OTY. 9 TONS RIPRAP, 2 SY G EIP 562'98'02'W �� I � O i I � � � � '� <r ! I � � � I � �� ti � � ` � ti �� ^i w � •�'3� m� �� 1 \I I �ECK1 >;v � x Ww X ¢ / � � � iseKo � I ; � x � � , I � � � XURYSFo � X s � I � I J Po)204 M,C � 02 �S � I � --� / 93 � � � � I \� I � � f ISFD � I � � � � � �� I I�4w/j I 2/ FUTURE TIP � ENCE CuariS � PROJECT U-3615� / � I I OB 5�64 Pe �17 Pc �55� J a/ / ' � � I ' i P� 026/ I f � � l I P �� I � i C� �'} �� S 15' CON O Q o 1 � $ � f(H A$$0 n "' I� `~_ c r ro ss ' pl i2 �� I pP8 OB�F�� a3J8/4p N � a ' � _� IP � CONC I / 'I ----` L - = --_a� _�.a. i — 0 5 = ! � » z.rs - - _ — EIP �5'ICONC ` �� —� _ I I / \N� i � r � � -s a COry[� y r� -L- TSSto.l63 � � -L- Pls Sta 6s = 0' o � � � Ls = 96 ' B� LT = 6� �., O //c � �= 3, \h O / � / m.v . / _ � S)6Z2p� � � \\ fra � � � �BO�N� / � / w 08MqY � C �I\ / \ �A?ap� �jyp� ✓� � /j w , _ 16q,�5. � / � � � _ 5J437'32%�� fip //l l , /`�N� /� ��I �Bry I N �"°e,NCUY6u � l �� ,,' l,l, � p8�� FC �j�Y � �� p� .75 �53. )3• � I SII'24•�'K'__ � I� /B�NC I � 1 . o� � � �oe �a. . � ��a � 150.75• S69•— � � � / �--� �� /B�CONC � ��p A /� I � �i 200 � 803 -� � � � �, I� iSQ. � e,��.„�_ � �� i /BbCONC I � �-� l� I.� TT4 �/y �C �J�g„� !• e � _ �� 7I• /� ICO C •� �' m � � Ir�� . Y� @ -, � . ' �c� ISFD "'�r��h'°��.��: o � �i i �� 3 I�� i�� "��"`�'°•��kc�� _L_ -L- -L- TEMP I PROJECT REFERENCE NO. SHEEf NO. '5 �„.07 Pls Sta I63+70.31 Pl Sta 167+89.17 Pl Sto l7/+59.92 U-3615B UO-04 2� •�� 6s = 0' 33' 00.1" �- 8' S0' S4.9" LTJ 0= 6' 27' 19.5° (LTJ D= l' 08' 45. D= l' 3/' 04.1" �` crvrc F,ucrvfEes �� LT = 6900' L= 772.19 L= 9253/' �� ENl%RONME:VTALCE/ �� ST = 32.00' T= 386.86' T= 2/2.89' ��` �hDSUR4EY/,VG R= 5.000 0' R= 3.775.00' �� s�asunFnc£�7rc�rr OS = 50 PH DS = 50 MPH �� E;vcinEexinc smTr zzn. �nnminwc cEnTea n. SE = O. SE = 0.02 4601SIXFORKSROAD r RO = S E PLANS RO = SEE PLANS "^`E'�"."°Rr"`^R°""^Z'6°' �919)]c}.9!IA / �,• s ASSOCIATES OF N.C. x�n�x t;acoH � � z E` �SFo � �F�� UTILITY BY OTHERS C.._ V I � L\ � \ `8, � .pNC � N) 5 /SFp RO ti g 0 q ,8��e�� ON �'2B'E R y CA_F53� �� PB �z P��ae ✓ � .,.�3 48 nw k- "�� ` o�,• NOTE : 8� " ALL PROPOSED UTILITY WORK SHOWN ON THIS �� 959f SHEET WILL BE DONE BY OTHERS. NO � PAYMENT WILL BE MADE TO THE CONTRACTOR z�P�„ER FOR PROPOSED UTILITY WORK SHOWN ON THIS ��0�'S " SHEET. r o S k ORCHARO KNOB MITIGABLE IMPACTS ZONE 1 ONNER$ ASSOCIATION ( Handclearing Within euf(ers) � PB+ISlP7Z26�� Z/3� ' W ALLOWABIE IMPACTS ZONE 2 ,kp AP � � ( Handclearing Within BUHers) ia,pco��c ' k��o•E— . / } la fis �ECK� w � / p � p 435�'u ��/., y . < lp � -nqk9p, ,o . J/ F P a,� � 3 a 9B1_ • � Q�.43. / � . �39�Q 'E ¢ Di�� _6 ��3k � l l yy . iD ERY A. SI�,W j�5 �� /� N �5 2 Po�n�i658 �/� � _/ JNC1 7 - �F�� " - -..,� � �18' CONC E� � ` � TML Ni � � " �I lP � ��( �c_ _�_ � � �T� _ � ' ''°---� � �• � e � l I � � �- -4_PIASiIC � 12'DIP � F ss INV=872.01 �' � ----`- _—____ ' _�" � � � i i � �e � � i r - � -r - - L �Ys:e��.45 J2 � I � I � � �e�P —� - - - - - - � � - � ! \ � N � �j / � l� � � � � I — �-�=-c_ _ _I Q' q o,�,, igM E p �--- v isvo �n �I � � d DE� PR4YER Pp� � io / / / ' � � \ \ - �-�-�—= Q a I� I I� pg yJ ERENCE iNC"'"� n"'yo� � i � �\ \ �� g� - 3 II 1 I � PB 068 G 072 =^ r' � �P/ k � ' � I 1 $ / / �+y � J b �3' \N / �/ 3 4� —L— STA. 169+46.53 POC END TIP PROJECT U-3615A BEGIN TIP OOJECT U-3615B 2ZONE 1 � � � ALLOWABLE /� I �c �°�` j � ON E 2 �/ �<r•\G LLOWABLE kER I ` J PB Iqfl3i pC S'�� ,0075J� � 023J � � '/ ., c°�c \`_-3o_cac rc �f �4 \ __ zo�esr — _ 'E , � /� � 'E 53 �"�j' i0P=860.27 0 . � 4k06' �� N7a-z' L'� 3,.. ..'__.. r--`L�. „ 7k C�'-��y,i�f � Fl1TUflE 18" CONC. U-3615A -- 3� /'��m�l� �4 5 s-- ��—_ ��'oia � Fo _— o -L--.-o�� — Q�PL4SiiZ--- '��— ¢ / � �Pao REM - - - - -�- - - - -----�— �°� I '�� / I � ; o�H>�,�rrF - -- -----�- � o�� ° �a � EiP �� k� ��t� ,�'(�,/)� g`II � II i ,%i�% e x� oAOPo REM _ ---- N N LL I ISFD CONC � � � � /pQ-VPyp'b^' pOJ�^ ¢ \C\ ' � �S'.Cq� // � � /� 1 � , OY, `V � �� x-X�j(� t�ll0.ElYP�EE LENa 0/x Pow LlxEs N o � LJ e u ...___ J � � � ia, �' � _ -a' �"� �� /� v 30 � / DUKE ELECTRIC � � � � -L- STSta. l59+08.07 ., „s�� ,/WA��. ',,��/Xc� UT SITE N0. 1 � � � ST.4N EWS ON SK �� Dii f� p � � � SE o� H OW � � ,, y� N, � S„s=� S I T E �m3 / / ,l��J � �d0�i /� � ISBkp _ . � � T ry � � P 0 � w: y� / / / �o �/O // j� �� `J / / O°j ' �yC / l`�V `v O I � / / �S� // m f / �. � J \ � p ',� ,,, �� p0 �O V � � � � � r�t t� - CSSto.l58+12.07 � � m,�� /��,// / �----- ��sa�4?2Y�E n �ss � ��BF 9 — Ifi6.77• 565'4 48.67• .� 3' � 565'91•IPW / oh� �0 6ti2 F06 � . 0 , � � �.. �F /, £ i}�, i► ��i%.� '�!y �� : �I,::: _� �,�.�►;��ri ; G�:11\TN\•� � : \ � ��'�"i�_ _,-.� . "� �� , L/7� �,�.nr.v`� �.��a��y°t F�.IW !4. '� ��1 I��NQ�`f �I �' � A�� ..v.-.s��.. , U.k�. � �,. �4`��.a��; ��.. ��.�+`►•'�!��i�e�:�! G�'q:� �►;�i ��.��c��%� � a �, .. • • •. / PfRMI i F �TEMP �Sc' S � � ALL AB� 0" �fl �7�1 � ALLOWABLE gZ � �� WKU4M G. CURLi� a12 oe aaoa rc oseo / Z 0 Z w O � s � �oo- o. �oo. ; � s2o �9. n 4 - _ _ o roB4o - -Y30- - oa ZZzr� GRA HI 13 f04�g� P/ S/o /6t79.88 P/ Sto /9�82J9 PI S�o 24+4055 Pls Sfo /83+8 �= 3' 22' 29A' fLT1 p= 5 27' 525' fLT! - P 45' 446' (RTJ p= l3' l2' 11.3' fRTJ BS = 4 3Y 24, � isao �soo D= f l6' S6.3' D= 2' 00' 00.0' 0= 42' S83' D= 4 50' 06.3' Cs = 150.IXY �� cr� �oo � L= 263J7' L= 27323' L= 2 L= 273A7' LT = lOOA3' T= l3/b2' T=/36.72' T= 123A T= 137J4' ST = 50A3' -t- ��`� �� -t- R= 4.468J4' R= 2.86479' R= B4O�OOAO' R= 1J85A0' SR 1820 �� j� SR /82t� y 12, n fi /22CA7 �e�o �h SR /8/8 JONNSON ST. Esr. � 5 aaor � �\\\\\ ALLOWABLE IMPACTS ZONE 2 ( Hand Clearing within Buffers) MITIGaBLcfT�tNdt��C�'�EZONE 1 ( Hand Clearing within Buffers) � � 0 � 0 a N E N a w Z i rn m v, o� �, �� +50.00 EiP n 16.5 � � n > m 18' � c, N .5 . -Y30- PCSta. 18f59.7 48 EL �h 30 �y� � -L- STA._y71+�g � O.SO (DDE 75 f`K, F!�T�TnT�tni �'�t��QTs�� GEOTEXTILE) y � v�T�1„kP�B�T Sta. 178+07.08 BK = � IGABLE I/�A�PACTS ZONE 2 (D�E 85 CY, EST. pTY. 1�FTrB�f�IP9APO,a�.S GEOTEXTILE) �h�' �O -L- POTSto. l8/+� .38= 2 � -Y30- POCSto� +68.28 +ae.vo ZQ �� ALLOWABLE IMPACTS ZONE 1 � END +50.0o L • 5' SIDEWALK -t- srsro. rr2+�o.so -�- or s�o. ns+o�as = ZO -L TEMP POT S�o.178t07A8 B = - Sta. l7 +7/.84 Sfollon Equof/on � OFFSET = 0 S�0 �72'�'rQ:SO BK = +15.15 sio. n2+�2.s9 ari mq ' 219.88' � � +70.00 � � j j �� O �,�.oa- � FOX RUN IAND CORP �y �� '' \ ORCHARD KNOB DB 3709 PG 2040 ,�� ,t�' � / OWNERS ASSOCiATiON 6�oF=sei�_ Cy�/ � UB T274 PC 264� R � R�6S, I �o � �hEAC�f�rLL \ PB 157-77 W BZ 2 �_ � - �/SHry�/.J2CA3L& FLOOD +85.00 � �Ei.iP C S�O. �73f7�.�4 � ��7 7� y i i/ PlAIN �EtiCH OETATL'�"AC" 16�0' eZ �-- 'J.�i' L E H � IEFT �- � ��/51�r-... S� � � .. .. .. .. .i84.43 l ( �. BZ � 3..00 `��F 5' 149.11' ' ej. � . ,�06.00 �BZ 2 .._ . C ZI `^ � BZ 2 UTL Sg�fE � + � Bz i , �BLF =F�c �Tv .��F F -- - 50.00' / �y / I V +50.00 I HIGH BQ�1Tji RIC � � a � � > ¢ �E 2� . -b c8� _y30- PT to l°+ g � o• \+50.00.Y30- 4 � I'~^ ^ 62.00' ' a � +00.00 ' `� i �g +��' o�.a9 � , fFB28 g �N ' SIDEWALK E 50.00 � 5'S EWAL _18 , .� � +07.2 OFF F7 8 FLOOD 3 ':3" � iEtiCH DETtiL 'AC � 3�T CITY L�V.IT .� �, _ _ _ t� I c V OL e� I � �700 - f J 5 t, '� ti.�} 6'R FFS � � -7g,�- �� 1" � i-'�� 5 bs � �� k'�;:,v ._ . _. .RL� ��3 �L ,. . tY�o�•��1L�� Nf'x■ �� 1� A'�� -�i� q� ��r�� + �� 7 � _ � � � .. O �J��•., �"�- �`+��71'G:�?.le�us�s� � �siJ��'1 i�,� ��1 �II �'s4 � � �� : s.� .:. : - v,�`c A isz.�--� u �.� . .tnr � � ��- � - I/ � � -.r,nA AL'��'� �� _- ��:.•�'�'-' uD'aOiZLi�Ci7 av� ��i�.atrj[._� �� ■ �Y / 1� c�i -.r�� rr- v iis.�LL:��1��11/I�� r :,_,�� :-."�;�� ;� �� r��„��f��- �� G . �. .''w�� -�i.` �. ! �.��.��.. � �� i��ii�E��n��-�� a�` ' ' -� ��! � �il��d � - �'.,.._ l f*,�' Y7E�IP'! .�...,___.._._ - - • . � '=�l� � .�.�ii..`�•�� r� w .i+uYYa.7�� r� • .n..� � � .1 ► � �Q y� i ��A!��S�N%I� �_' �.... . .�l�'�- - �:1� ��. ,� • y '�.�' ��I�i/�ir�=- y�l��!l��lrv ,��l�%. '�,,� �- ��u� flr�. �� ►� � u�� '� •,�•. ;:. � � �r�'�`�„" '_ ,E�� ° ;' .��e `�� ''' � ��,�' . � �!�`;; � ��,�.., ::. � --_ ,. .. ,. � ,� �. �- • ..� � �r `� � � �` ,� � ..: � :: � � �Q�� ,� - . �� -r+��: � s� . ; �• ; i � �' � � � �iF s .i�� ` , .� � `�� •, �� c� �` � � ,. : • / �jf• I �,r�t'�►� � � � C i � . ' � ' : I�I��l7;� �F • � --� • . .i �� / " � �„� 'I/��I � �i� 7Yi��/i�/ �,��`n ��y •� � � . • � ■ � � �il� �1� fil� I� � ' ' / �w ��I'?'Y.FT i I • / . � .. � � , � � :/ ♦ E � �� I / I ♦ ' ,/ / ' �, I! / �F i i: �,i . i �r � . , ' : � +�F f. � �• . '�1; . , - ��. � � � � . . � . � , . ;; „ �� hi;� 1'.. �t i ��- �, �� . ..� '� '� •' '• � i � ' � �' �P!' �' ' "�.'t.; 559 lona. FronWn 0.d.5ui�e 16! �� ' _Y -'� Rele gF, N C 2I606 I �� 40.00',52.0 ' „ ' � ETH tILL Lsttnse No F-03A � * ' � N ING e�.. 9i9 esi eon � Fa. 919 851 B10] ' � B �� _. ,: .., ..:..:: . � ' ATqA' F(.WNMWQESAiN BWOGE/57NLCIURE OESKYI � �{L� E 0_f9GN-- 57MK'7QY QBSE/iV.ITpY t 7' • \ / � Z� AHD L. 8 T RA K. �(',AN I ' o� ssa ac res B N ,AG 093 ,J � �.5- ' T � ``'- � � 1+4 I+43.16 � � � ' - \ �� i W o�,sr�eya� '¢ �"� \ \ a � � �� 18I . S'' c�+ �_ ,Zsoo ZONE�2 �� 40.00 - 3a ALLOWABLE II 6 46.00' I� 73 0 I� 3 LEE VARRICK MOORE,JR � PB 51�PiC,pQ2 1 h �eavass +73.71 }(�µ��,Y� J❑,.] J ¢ END '-Y'30gG -Y.3��/�10.10��..39 ry . ;� ° UTL SITE N0. 3 3I SEE DETAIL I �� SHT. 2�J-1 °'�._ � � Z0�1� 2 � � �� A��_ � _ f 37 �� S"E � � L C\ TAP R Ski� 8 F CCJ " � ' Y, A��' �. �v'�� `�R � G� ,��„ � �y4` ,y ; � e�� s sioewn. ��f Fe . � '- � 81 83 +fl2 00 M- STEEL PO o� ..- .76��0, ��82.8� � � ►ma �i� �,�� •I •_ � �� / �7llF� �y ��' •e�r�:� �OBZAI�{�RIVATE iQ��s3.I1�N FOR PRO� , )WN GUY Bo ' -L- TS $f0.182f0892 SIGNAI j�( GARLANO A. BLAIR. Z 0 N z vc ias MIT� �� J�`"='b; SC Slo.l83f589� �� CITY OF HIGH POINT TO VERIFY GUY WILL NOT INTERFERE WITH 13 Ui � IDETAIL AB LATERAL BASE DITC �No� o s�aiel � c o��e ?�� p ` v�h+. iioPe d Fal�er B r bri� Min. D= 3.5 Ft. •WFen 8 is > 6.0' d= 3.5 Ft. � S�d. No e�n at B= 6.0 Fi. � Type of Liner=CLASS "8" Ri�Rop 6= 5.0 Ft. FROM STA. 762 �r 10 TO STA. 187 +�� 11 -L- (Ln � _/ - � ��E � � � 1 ZONIGABLE� H� m JASON ERiC NARRiS �15 DB �2T3 PC 03TT ae on ac o5s I I I� � � I � I I Im I IL4 I '933.6NG NE'C d GO `'z/_ �n � . � = V.U4U �xor ra scme� ..,,,. .., a��e. 5 - 0.56% Pr000seo min. tl = 1 .5' , . �, o=,. s� f Ps T �e��a Existirp n' V2 = 1.48 fps woma a Eiav: 83L50 there7ore, d10 0.89' o um.o = Z Fr. Pock ermour illl �3.0' d2 = 0.82' min. length ofi s ale = 78' Rock Fill req. L= 89� To Blrm �•�' N.M.S.Ebv: 833.50 I2 = 4.4 in./hr. �2 = 3.0 cfis I I10 = 5.6 in./hG , �10 = 3.75 cfs DA = 0.78 ac. SEE GEOTECH FOP ROCK StZE HNO �UNNTITV / TC = 10 min. FqOM STA. 18�+99 TO STN. 188+46 -L- /I-7 AVJ. C= 0.86 \� S I T E 2 A WILLIAM J.NAGY FROM STA. 189+53J 0 STA. 190+45 L(LT) Z 0 N E 2 ° e o T c�s -�- Porst e iy3+ga.��- � M I T I GAB L E � n -r3oA- P rsta. io+oo.00 I ZONE -_- ��rs�o_i9i+��.��_ -i - s� sto. ia9+� 3i f` -oRivEwAr- Por sto. io+oovoo � M I T I G �g�E � station Equatlon L PROP ED U 19 SHEET WILL E sto �a9+�2e3i eK = I LiNDA SiMMONS PAYMENT WILL Sta.189+75.3o AH � � � � � o i a FOR PROPOSED U � � SYSTEM � � SHEET. � � INV=829i8� �� / �- -' _ . � .__.. .,..,,.rn � " � - - n � n i� ni 15� HIGN OWT CITY LIMITS (INl ppND CHP-TRANS OWER - rROCK F LL IN POND 1 SEE D TAIL "3" � I O 9�i � �� I� I I "B"` RIPRA �I I y �' � i � _ �� )�� I�ECTRIC SEE DETAIL SHT. 2-F - F-� �F �� J° `"e"�=/ f.� ZO N E F- ALLO �:��'�,��'�-��r��- CHP- F�ANS � f�, X Lf 15 / -CITY F H ELF�€,_ �tIC R _1$ � �r� ir':�1V ls�--J �� / w POINT ZO E 1 I IGABLE PROJECT REFERENCE NO. I SHEET NO. = CN/L ENO7NEERS -� ENV/RONMF'lJ%iIL-CF-% �� LANOSURVEY/NG �� SUBSUHFACEU77/!T)' �� ENOINEERlNG K C I sniezza �nsownxKce�rexu aFoi sir FaRKs Ronn RALF,IGH. �ORTH (AROI,II:A '_'1609 (�)I)) 7RiA21i ASSOCIAiES OF N.C. wwwxamM UTILITY BY OTHERS ITY WORK SHOWN ON THIS BY OTHERS. NO AD TO THE CONTRACTOR ITY RK SHOWN ON THIS INT R� �vqoPWUTc�rctFa Fa�cne�e� - __ F� � "p- � N 35� 46� � a�.,,..... � ..�,..--•---- - . r��.��'!�� _ -_ - - _- �R � � _ � . - � - i - i -` - _ "�� _ __._� � . �HC � ii AG EIP E%ISiING P/N _ _ -- __---- �'� �� - 1Yp � . �Iq Ex�SrNc � � / � _ _� . ' �- _ - - - T - f - - _ - - - r EdAOY/fPb'd!' �t0 I � . �«- - - - - � � - � � . 43 �� °i �� ,� I �i I ; �i;�v wi � I� Q{� i �7� � f �a�aNiEk �' � � � �;'?� � � 22 �� -- _ 6 p�A5T1 _- p - x5*wC R/W e• %- _ _ _ _ R , F�, � �.�r _- ---- I `�'I �i52 � � �. . � exisrmceiw �5 i��y� I� P�. � W � � � W��PSRM�LINER� �� ONE 1 � � / � � 3 �� see �eTni� ,,14„ qt� ie ' Pc"�Ee / �� I I HISTORICAL � HISTORICAL _ E {�., Qyj p� Q �� ;- i M TIGABLE i� W � Q� i y �' �j E PROPERN PROPERTY REMOVE CB �' I✓�-+ 2,.Y / . BOUNDARY � � 1 BOUNDARY I �I_ � t;,J KAREN & KEVM D4L I� , ' i i i ZON E 2�T s�a. �0+5 � 92 �� ia� i i oa wz� vc wz, i� � �a � I DUKE TO 0�AI • I P7 Stae ll+15.02 �, re os3 r+c os3 i PR iva �- � a.�� M I T I A Nc �to �0+9 .�i �� ii �� oN�' � � FOR PROPOSED � I DUKE ELECTR � I � w��il� i � �� I�T�CiA�LEQI� �' ' . � � D DOWN GUY �� ZO E Z - a� � °LP'ss „B„ 5� � I�� M��IGABLE ��'�� -r oA- Forso.u+7 RIppqp � I � P�C $f0e �l-f�2.cg3 �� -F sEE LECTRIC i � � � � I �� o � E CONSTRU,TION � �� _, i ENo coNsr cTioN w REM , A � Q I - - -_ _ _� � �� 1 � � � � � � 5 0• - OA- POTS e l2t � �g5 B� RP�RAPT f�, �j0� �P __- /� /� 1 5 RICAL,� �n� _ - IaH�WALE � � �. l I � / � .. . P�ERTY ` �.'� �-�-� f l � � IS9KD B B DARY � I ln SEE OETAIL "9" � � / ' , � � �� II m II CONC � � � � � � � POT S �//+�7N,9 I � � V-DITCH I � � �� I i V2sFo ,7 p (2� S� SEE DETAIL '1" � � $.� � ��_ � � ZONE 1 �\ � � zsFo I�' I � i - I \ I- J J+J III o III KEITOB&6093RPG 2252 LI J MITIGABLE � �� i e �� a HISTORICAL \ \ I � ZO N E G 1 PROPERTY \ � � I� j� / � X�� S BOUNDARY � � �� / ,pRLIEN MITIGABLE � �� - - �� ,� � � �+ � 14 I � I � I I / � // // � 5 � � EIP � V i � � � � ARLANp A. BLAIR. JR � r � 1^ J� y^� � � DB 299�PG 729 ',�_nl� ` I � �5, P� � \- / HISTORICAL I pg p55 p� i3� CLAUDE EUCENE LEWiS PROPean N� OB �812 PG 0�59 BOUNDARY I f� ,� PB 080 PC 089 FROM STA.163+7g TOISTA.185+7g-L-(RT) FROM STA.185+78 TO STA.186+57-L-(RT) OET AIL 9 I GRASS SWALE DATA (irom basin k1) GRASS SWALE DATA �xo..os�a.� � b= 2' � b= 2� HISTORICAL/ I m= 3:1 & 3:1, n 0.040 m= 3:1 8 3:1, n= 0.040 v�`��/� PROPERN 5= 0.3% S= 0.4% � BOUNDARY min, d= 2' min. d= 2' o um.a = z r�. V10 = 1.65 fps I V10 = 0.55 fps � vz = i.es fps vz = o.sz fps DE T AIL therefiore, d10 = 1.�4' therefore, tl10 = 1.34' STANDARD 'V'DITCH d2 = 1. 1' d2 = 7.23' � Nor to scaie� min. length of swal = 192'* min. length of swale = 76' req. L= 243 req. L= fi2' I2 = 4.4 in./hr., �2I= 9.2 cfs I2 = 4.4 in./hr., a2 = 2.3 cfs Nat r i � rvr�9rurai I10 = 5.6 in./hr., Q10 = 11.7 cfs I10 = 5.6 in./hr., Q10 = 3.0 cfs crouna .� p.�� a DA = 2.43 ac. I DA = 0.62 ac. Tc = 10 min. Tc = 10 min. Min.D =��SFt. Avq . c= 0.86 Avg, c= 0.86 ` INaximum lenght poss[ble �� PB N5 PG � 139.91' � � EI L•II � II � N82° 6'E EIP _� �� TAI 14 ION ( No+ +o Scale) P Naturq �t�f'� Siooe Crouw a F�.p tl- IFt. TYDe of L��er= PSRM FROM STA. 194+50 TO STA. 195+96 -I- IRT1 �a �� 1� "I I �OOiI l vX - - - � PROIECT REFERENCE NO. SHEET NO. U-36156 UO-08 HOWARD ODELL HAVES.JR �`� C/VILENG/,VEERS �?9� PC �� —� FNI%RONME;VT.AL-CE/ Eip PB OSi PC 039 �o W �� l.ANOSL'Rl"EYI,VG so �n rv _ �� SUBSLRFi10EL7/L1TY a _ �� E,VG/AEER/A'C N2 _ 776.99• SUITFiio.LATI]NARKCEMERII. 2 INV=8i4. N897o 39�E K C I �al SIC FORKS Ro.1u VO _ RALEIGH.NORTHCAROLIVA 2i6(N � � 19191]NJ-9_IJ QN�=813.62 _ ASSOCIATES OF N.C. x�wwxa coH I � VC "'�/ ��d7 ��Li NbbgaB•E � ,z5.55• UTILITY BY OTHERS \ z•co � , r — '�'�- . �3 con •Z � 8z ` �R T N �� dr __ NB6'OTZ� g.— 00 � � � ,3 �� DUKE HAS PRIVATE �— NOTE : �—�R ' � HB��95•,9 ,W EASEMENT FOR PROPERTY ALL PROPOSED UTILITY WORK SHOWN ON THIS � �,� .Q � I eI 58536•g� 108'W o CROSSING SHEET WILL BE DONE BY OTHERS. NO �\ � w�I� eI� ` � �^ PAYMENT WI LL BE MADE TO THE CONTRACTOR > ti IIN I ? Nas '6e' e FOR PROPOSED UTILITY WORK SHOWN ON THIS I ae• -L- CSSto. 215f99J6 Z I T E 4 BARBARA MAE � o- I� I ��--�--�5� sr -�- s�f�"� S- ez i � 34 SHEET . DERMER-BECKER I W \ ^ DB �HI PG Oi� H � �a f�, � \�`g2 ` �..\ CITY OF HIGFi POINT PB OS� PG 039 /,I�w I z� ` 1 r OB 2389 PG 0658 - � �� -L�2/6f79.76 gz � IOD'GR_ __— � Io I BZ BZ 1 ` S! BZ 2 � TI PC 55 ¢ 336 � E�P �I°' � . X 98 CHl � j'09•N �� BZ 2 4 g \ BZ 1 2� BASE DITCH .�... .. I� ,. BZ Z ai \I,I I s� � x 31 xI 32 B2 : �Sf� BZ Y A4RSNA b CURit$ � �MICHAEL E. RVEII ��5� gZ i DB 6% PG i035 al I• $ � o OB 34i7 PG 75� AIIKE E. FOLiZ eia e P8 O5� 039 PB 05� PC 03 �� DB 6769 PG W96 y 89g0'q Eir d� � �I - I Q x I= Pe ose ac o3e DUKE C s��_... ez , � � B � �Sl�� LEVEL SPREA PLUG W �I I �' - � CITY OF HIGH POINT � CH�- SLUICE GATE �S, ��TY OF H OINT Q �� AND DUKE ELECTRIC � __ �WiER � wi SPLITTER v-oircH AND DUKE ELECT BZ i � o � IP PDE a1 � sr � m J �xI CHP-TRANS � � -- - - - - — �...�sr` � I� I� � x xJ TOWER � � W Q REMOV� P"T � I � \.., " ne• wo �-sr I �� T WER � �� j � �.. � ez ---- � ro,vc II� I Q {;� � \ P p PU P -. -- ez CHP-TRANS PL�PG I I � BB�R � � / l � . 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PDE-o� _c ,�� .� PDE � 1 . . �'x-�i�WO � �- BZ 2 � " DUE ��D DUE �/ �� I S A V. DI.T ' �� gERM DITCH -. \o� \ -� � � .- _ 1M �b / - - - -_ _ _ i2(YGR _ _ _ _ \ BERM �ITCH � � / . ' m � �R- _ _ _ _ _ � _. _ i�� / _ %(� � _ BERM DITCH '"m � \ - � i �SF < ,(kJ � \ \ �\ \ � � i . � Lf \\ r� \ � �� I DUKE ELECTRIC � �- � ^ � 33 �_ � � �_ � �� - � �,� -L- TSSto. � �18� 8�.30� � LMlDA M. SMiTH \A\ � �� I � Poroa � C/0 Bu15iCTRU$TMERICA ��-- :� I OB ��i3 P� ONS � � ' � S I. I � � . � � - � i -L- SCSta.220+3730 I � �m m � � I / � . ti� 1 / � �� ' "' 1 / � I 1 � i � \ � � 1 / � \ � 1 � / 1 � � �I I � 1 i � -. � , N �\ \. �u � � ,o DO _ � ` _ ` � oo. � x Ce ti 0� �� 2'� � CB �� 1� a�-��i _ ti C�' � 'J P�e �� LATERAL V DITCH � � � Q z PROJECT REFERENCE NO. SHEEf NO. U-3615B UO-010 / = L%V/LENG,NLFRS —`_ ENI�%RONhfEVTiIL-CE/ -Y.SS- Sto. 10+22.2 ' ' �� tnnosmt�En,vc BE6/ . C NSTR(%'TION ' �� s�esunFnceunurr I�� E.VG/h'f£R/AG smre zzo, �nnn.�n`uc ccn-rex n. 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THONPSON \ k �' . oa s�6s Pc �r \a/ �\\\\\ ALLOWABLE IMPACTS ZONE 2 ZONE 1 ( Hand Clearing within Buffers) ALLOWABLE t BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT SITE NO. STRUCTURE SIZE / STATION TYPE (FROM/TO) ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING BRIDGE IMPACT ft2 2 Z 2 2 2 2 Z ( ) (ft ) (ft ) (ft ) (ft ) (ft ) (ft ) (ft ) UTL 1 Aerial Line 169+81 To 171+00 635 677 UTL 2 Aerial Line 178+05 To 180+37 4393 2603 UTL 3 Aerial Line 182+82 To 183.93 2152 245 UTL 4 Aerial Line 241+54 To 241+86 2287 479 UTL 5 Guy Wires 249+32 To 249+44 213 TOTAL: o.0 9680 0 4004 0.0 0.0