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HomeMy WebLinkAbout20201301 Ver 1_Pre-Filing Meeting Request_20200924ID# * 20201301 Version * 1 Regional Office* Winston-Salem Regional Office - (336) 776-9800 Reviewer List* Sue Homewood Pre -Filing Meeting Request submitted 9/24/2020 Contact Name * Contact Email Address Project Name* Project Owner* Project County* Owner Address: Chuck Truby chuckt@cptengineering.com The Wilcox Keystone Group, Inc. Guilford Street Address 3708 Alliance Drive Address Line 2 aty Greensboro Fbstal / Zip ODde 27407 Is this a transportation project?* r Yes r No State / Frovince / Pbegion NC Country USA Type(s) of approval sought from the DWR: W 401 Water Quality Certification - F 401 Water Quality Certification - Regular Express r- Individual Permit r- Modification r- Shoreline Stabilization Does this project have an existing project ID#?* r Yes r No Do you know the name of the staff member you would like to request a meeting with? Sue Homewood Please give a brief project description below. Stream impacts for a road crossing on a single family subdivision in Greensboro. The stream crossing is required because it is the only way to access the southern part of the property. Please give a couple of dates you are available for a meeting. 10/7/2020 9/29/2020 10/14/2020 Please attach the documentation you would like to have the meeting about. PCN EXHIBIT l.pdf 227.13KB PCN Grading Plan.pdf 1.83MB pdf on� By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature Submittal Date 9/24/2020 111 11 1 1 a I-P Qo — lil I /U --u 0 4 7 4-1 15b.2 > T, Kj (J) > M > rri c) t u) Cp > _C, , NJ > '(3, 1 p/e u ') -o rn EX EX.6TOR� M.H. > 414/ _'// (i, d� TW -11 -5_9 4,5, E ��7A T7F��Al�� W, >I INV.: P6 I I) T 151% 1, 0 (�D( Nj Q� 78 INT.. 153.5q r 15" T(, �V _N m I libil I C', r EX I SIAN MH� t T6p:­.6 62 PuRipbISC TG 151 20'UTIL11 HARGE INTO, 151b L\ INV RT!. EXISTING Y.I. TG -T-- 24" INV: 0.4b 36 INV: z! — Lf LP 15 1 EX 24" STORM TO BE REMOVED 44 END OF STREAM DIEWATERING PUMP DISCHARGEHOSE 5-NA = (5+qk5.1 INV: 150.50± Ll \ 0 Sl STREAM IMPACT: PERM. 130 LF TTEMP. 5LF (COFFERDAM) �7 C) A /'I - py 75 --1 �Z__ 55 r L \Vk UPSTREAM TEMPORARY SAND RAG C D FE DAM FOR WORK AREA DEWATERING. 5LF > \IMPACT (STREAM LENGTH) CS) (.p \�_l ICATE-- -BACKUP PUMP ON SITE. PUMP SHALL BE MANNED AND MAINTAINED AT ALL TIMES DURING WORK PERIOD. n,16 IMPACT AREA: Sl LAT 36.128229* LONG -79.7504780 VICINITY MAP 1,13.5. LE56EW, -155 - -Z - - - - - - - - - - \\\\\\\\A CAr? I`- oll 14984 1 8 g 30 0 15 3D 1 inch = 30 ft. _A]<E� CEMETERY aysKm dz z p 0Z Z z a z x ri lu T_ F SCALE; 1'=30' DATE: 9/10/2D PROJECT: 1612-19 DRAWN BY: TL SHEET I GRAPHIC SCALE Z=1=1-1=1.m=l— HGLANALYSIS A GUrrER SPREAD REQUIREDAS PART OF CONSTRUCTION REVIEW PROCESS =� - - - - - - - - - - wn- Flu c STORM SEWER ASBUILTS RECHARED AFrERFIMAL TRC APPROVAL, SUBMIT I SET OF PLANS TOTHE ENSINEER! GDEPARTMENT FORRECORDINBPURP ELPLEASECALL 336 3n 21152 VIIITH ANY QUESTIONS ALL OF THE A= �"TAVE . EEN- LL =. A TE AND CORPS FO TREAM CROSSING I WETUNO OIST=S CE NO IIERIAEAD POWER LINES EIISTW THE PROPERTY LIMITS, THE POWER LNES=ES =TENN TFHEIETPOUNTSIDE THE LIMITS ARE 0 A LA -�MMS WATERSHED INFORMATION: BUATABLE: - w-m—) =.O.— — OrATAT 4,UAQ-""U­ HIRE. IIHISSIF—MINAMMOTHIMI'lREMEDIPTHESCM A.LPUB.IC ORMSE�RTOBEIMST�PERNCDO =—Pw- d­n— REVISIONS I . z Hi z� z14 1�i; z' z 149M I I I < x 0, CO, z tLj ol rz MERE0EL PER �ALE: I' = 60' 3ATE: Oq/�/�20 PRMCT: 1&53-20 DRAWN BY SHEET C 5