Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20201277 Ver 1_Pre-Filing Meeting Request_20200923
ID#* 20201277 Regional Office* Reviewer List* Version* 1 Central Office - (919) 707-9000 Rick Trone Pre -Filing Meeting Request submitted 9/23/2020 ......................................................................................................................................................................................................................................................................................................... Contact Name * Troy Beasley Contact Email Address* tbeasley@withersravenel.com Project Name* S. Walker Street Storm Drainage Replacement Project Owner* Town of Cary Project County* Wake Owner Address: Street Address Address Line 2 aty State / Province / Region Fbstal / Zip Code Country Is this a transportation project? * r Yes r No Type(s) of approval sought from the DWR: * 401 Water Quality Certification - r- 401 Water Quality Certification - Regular Express * Individual Permit F Modification F- 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? Stephanie Goss Please give a brief project description below. The proposed project consists of replacement of an existing storm drainage outfall pipe, and bank stabilization with riprap below the outfall. The 401 WQC & Buffer Authorization PCN was submitted via the online 401 ePCN on 9/22/2020. Please give a couple of dates you are available for a meeting. 9/28/2020 9/30/2020 10/1 /2020 10/2/2020 Please attach the documentation you would like to have the meeting about. S. Walker Stream -Buffer Impact Maps.pdf 2.88MB Stream -Buffer Location Exhibit.pdf 82.64KB pdf only 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. 1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. 1 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 �/'g�lt_ a6W Submittal Date 9/23/2020 Reviewer Meeting Request Decision Has a meeting been scheduled?* lJ Yes G NO ® 5 A ■! a I p p 2o9 S.---pa � Parkune' 1 Inn ........ _ ■ _ West Park Street I _ — East Park S[reet - �- - East ro r et 11 h i e e ■ ; '�-� , �Th Mayton ���, r e vork H"nter ' p " N ■ Ru sta ssell 0 0. Heater c f 320 - n�rPn¢neare� �� ■ n a rview Roatl _- D_ryA v�e �'�- t gcarylbcayiowl � , ry v a p SITE e ;, caryn�ss I@ Wain.csn-eet -� ?• cenrer - -� a13' las ilz pia 120 200 �0'4 'ms P Cory Elementary s School .41 JJ -Faculty Aven i� Car Y ■ ElemenTa � � ♦ s,nooi� EEL •._ , a Byr m Street u b = V U LOCATION MAP © OpenStreetMap contributors 1"=500' 1 t� � - I - I — 71 IL 2 � o F"V1E ,a cn wROgD I I I \ LIMITS OF DISTURBANCE t� WALNUT STREET , - ��_. i ,•ram GRAPHIC SCALE g` 100 0 50 100 200 NOTES: UN -NAMED TRIBUTARY TO WALNUT CREEK (STREAM INDEX 27-34-(1)) 1 inch = 100 Ft. CONTOURS FROM WAKE COUNTY GIS (2013) (2- INTERVAL) ORTHOPHOTO FROM NC ONEMAPS DATED FEBRUARY 2017 E ,' �z z- wo � � Q W W = LU Q c Sao orfw w� LU z _Of �o o:�E C/) ctf oc 485 RI RAP APRO DISSIPA OF VI0 = 9.0 FPS (N DOT ZONE 2) LA=18', 0=9'. D50= " (CLASS "B") 22" DEEP 0 STONE TO BE "KEYED IN" TO MAl Cl- EX STING GRADE (SFE DETAIL ON SHEET .0 4751 -0+20 0+00 O M m o N U o U W o"v 0 o — U `n Z N W = Cn EX 30" �tCP Iu 8.73' 36" RCP @ 2.03%— EXISTING 36" RCP _ TO BE REPLACED WITH NEW 36" RCP (MATCH INVERT OUT) I I _ \ 203 WALNUT ST. \ 201 WALNUT ST. v \ \ \ \ \ 0763597962 0763597921 _ \ \ \ \ \ N 207 WALNUT ST. NOW OR FORMERLY: NOW OR FORMERLY: 0763597990 \ KRISTIN B. & CHRISTOPHER L. \ CHRISTOPHER RICCIARDI NOW OR FORMERLY: \ CARVER \ 201 WALNUT ST. 486✓ J ANDREAS & CATHERINE \ 203 WALNUT ST. \ CARY, NC 27511-3445 _ \ -77 GRIFFITHS SCHOLZE CARY, NC 27511-3445 \ ° \ \ \ b � o 207 WALNUT ST. \ \ v CARY, NC 27511-3445 \ �� ZON \ \ E \ S� STREAM IMPACT 1A \ \ \ BUFFER IMPACT 1D (PERMANENT) \ \>u3 \ (TEMPORARY, ZONE 1) BANK STABILIZATION > ^ z \ u o \ ACCESS & EROSION CONTROL \ \ ° 22 LF, 214 SF (0-005 ACRES) cD L M \\ zo 341 SF (0-008 ACRES) \ ° \\ Ln o v 485 v \ m �— LIMITS OF DISTURBANCE \ Q \ TEMPORARY TREE \ \ w STREAM IMPACT 113 \ \ Q � PROTECTION FENCE � \ fl zQ (TEMPORARY) \ \ 1AFAF \ m ACCESS & EROSION CONTROL TEMPORARY SILT FENCE \ \ ° > V I \ \ o 0 22 LF, 190 SF (0-004 ACRES) \ i \ M \ a dSF — - 78 - 477_TOBE z3 Lu � w — o 0 0 Or 2E P Y477 =TOB'M Cn � � ¢ you' / P— S \ ° \ \\\ a_ z di 480 UN -NAMED TRIBUTARY 9. r ��a0. c e I \ \\ W TO WALNUT CREEK m z 20' PERMANENT \ \ \ \ \\ \ LL o o TEMPORARY CHECK DAM DRAINAGE EASEMENT \ \ \\ cn \ LL v \Coo / TEMPORARY SILT FENCE 481 Cl)— _I / \\ \ o \ I \ \� m Q TEMPORARY TREE / \ \\ I o \ a PROTECTION FENCE BUFFER IMPACT 1C EXISTING 36" RCP TO BE \ t 31voz _ (PERMANENT, ZONE 1) REPLACED WITH NEW 36" RCP u BANK STABILIZATION (MATCH INVERT OUT) \ Z z w BUFFER IMPACT 1E 31 SF (0 w -001 ACRES) NOTE: \ \ \ \\ o — J \ \ o 1p z w o (TEMPORARY, ZONE 1) — BUFFER EXTENDS Lu w U N = z ACCESS & EROSION CONTROL \ oN TO EXISTING TOE / \ \� $ Q c 526 SF (0-012 ACRES) ° o \ OF SLOPE (TYPICAL) \ \ c/) C Z 1475 0+50 0+75 IMPACTS IMPACT NO. BUFFER IMPACTS STREAM IMPACTS REASON ZONE 1 AREA SF (AC) ZONE 2 AREA SF (AC) TEMPORARY OR PERMANENT LENGTH (LINEAR FEET) AREA SF (AC) TEMPORARY OR PERMANENT 1A - - 22 214 (0-005) PERMANENT BANK STABILIZATION 1 B - - 22 190 (0-004) TEMPORARY ACCESS & EROSION CONTROL I 31 (0-001) 0 PERMANENT -- BANK STABILIZATION I 341 (0-008) TEMPORARY ACCESS & EROSION CONTROL 1E 526 (0-012) 0 TEMPORARY ACCESS & EROSION CONTROL LLu Lu LU -----482----� \\\ �y0 \ Q -47 \ z \ \ 0 —\ \o O r EXISTING \ C0 STRUCTURE \ o o o aoo LEGEND GRAPHICSCALE 20 0 10 20 40 PERMANENT STREAM IMPACT (BANK STABILIZATION) 22 LF, 214 SF (0-005 ACRES) 1 inch = 20 ft. TEMPORARY STREAM IMPACT (ACCESS & EROSION CONTROL) 22 LF, 190 SF (0-004 ACRES) PERMANENT BUFFER IMPACT (ZONE 1) (BANK STABILIZATION) 31 SF (0-001 ACRES) TEMPORARY BUFFER IMPACT (ZONE 1) (ACCESS & EROSION CONTROL) 867 SF (0-020 ACRES) Z 3NOZ - 365 S. WALKER ST. 0764507055 NOW OR FORMERLY RIGSBY HOLDING, LLC 6112 SAINT GILES ST RALEIGH, NC 27612-7043 0 0 ., R 0 ;FAIRVIEWRD. T GRAPHIC SCALE 0 15 30 1 inch = 30 ft. STREAM 1 wn INTERMITTENT 4 y Y t S. WALKER ST. STORM DRAINAGE 1100 WithersRavenel REPLACEMENT STREAM/BUFFER LOCATION EXHIBIT 1/ Engineers l Planners l Surveyors CARY WAKE COUNTY NORTH CARONNA