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Home My WebLink About20201342 Ver 1_Meeting Request Review_20200930ID#* 20201342 Version* 1 Regional Office* Central Office - (919) 707-9000 Reviewer List* Rick Trone Pre -Filing Meeting Request submitted 9/30/2020 Contact Name * Contact Email Address* Project Name* Project Owner* Project County* Owner Address: Becky Ward becky.ward@timmons.com 1210 Dixie Trail St Georges Anglican Church Inc & City of Raleigh Wake Street Address 1210 Dixie Trail Address Line 2 aty Raleigh Rbstal / Zip Code 27607 Is this a transportation project?* r Yes r No State / Frovince / Region 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? Stephanie Goss Please give a brief project description below. the stream that is on City of Raleigh property has sever erosion just downstream of the culvert at Dixie Trail. The project requested by the church was approved under the City of Raleigh drainage assistance program. The stream is FEMA regulated and the repair has been designed to obtain a no -rise in water surface elevations. In able to accomplish a no - rise the bank will need to be constructed back to its original corridor and will have to withstand the velocities produced by the upstream culvert. Gabion baskets are proposed for this project. Please give a couple of dates you are available for a meeting. 10/6/2020 10/14/2020 10/20/2020 Please attach the documentation you would like to have the meeting about. DEMO-2.pdf 1.41VIB GRAD-4.pdf 1.39MB pdr 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. • 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 9/30/2020 Reviewer Meeting Request Decision Has a meeting been scheduled?* r Yes r No x x ----------- - - - - -- / �4 / �'� / 1 1 \\ \ \\ 11 \ APPROX/MATEMID SPAN \\ / / o MATE / PP / \ \ \ \ \\ \ 1 HEIGHT OF OHW- 12' )F OH W 19' i ,�\� �' fJ �oy� pyu� . \ \ \ \ \ \ 1 \ N/F \ \ \ \ ST GEORGES ANGLICAN / / x / _ -3 3 v /� \\ GUY \ \ gyU� \ \ \ CHURCH INC 2- / WIRE \ \ \ \ oyU� /l PIN: 0794670469 \ I / x 0 DB 14266 PG 1255 I l BM 1994 PG 573 / / E ISTINCyPAT O OHU� _ / I / x tY = Z / � / 1 F \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / GUY 4_ PP -OH/ i _ TELEPHONE WIRE POST // n m / /�// / \\ \\\ \\\\\ \\\ \\ \�� PEDESTAL EXISTING SSMH RIM: 333.07 . INV IN: 32657 / ill / - - = �S� L� _ _ - �• \ \ \ \ \ \ \ \ \ \ \ \ _ \ lNV IN: 321.57 / _ \ \ \ \ lNV IN: 320.07 ,� / � , � . / N o — - - -,� _ - -r= - - = � fian�E►`= INVIN: 319.57 �/ / l �O / /� / Q�M INV OUT.- 319.07 _ _ — — ---- EXISTING SANIT MP - - - -// OM //,1 \ -\------J/ 1 \�0.92o \ i _ RCCV � _ — _ _ / - 1 15 CM 1 - - - \ \__ f'' -- IG gSpHgL / ^L� -_ _- / `ems \ _ _ _ s\1 I �P I I - - - - -CIT4- / \- i �� EX�S\ / \� = _ �i/ XrLGj i \ _ _ _ / \\ � \ I K 24 MP 5 p 5 TBM2 - � \ t ✓ I �1 \d\ i \'y \ / / ! C / 0 ) , _ ' Y \ \ \\ \`\ / \\\ \\ \ �OK-1 p P4 \ EIP ( ) � \ \ -7r \ /)„ / / / \\\ \� - - - ' \ - CM 3 TRL \ / \ \ ' / / /� / r \ \U' \ // // \ / / / O+SO `��—��\��\\\� _ �OTRUNbf /r \ \\ \ \ \ P4DEAD �....... —.r. -- \ -_ - - /--/ - -=- — -' MP4 _ `- ---JATO //� \ \/� 7 // \----7.../ \ \// tv?> _ �� _ �\ \ \�`�__/ / ---f \�'�.��\\ MP OK5 �--� _ ---/ --- - / PR1QV \ / \ \ / cQ ��__ \ —. :�. _ .� ��_-_= -_ / -_-- \\\' _-_ ---' - __-------__ - - P3TF \ I / "100- _ _ _ X J^ �_ i \ \\ I \ \\ \\ \\ \ I '' \ - _ �..—...—...—...—... �5 \ \ems\ - - - - - - - - - - 3 SG15 / \ MP Ah \ ,' \\ \\ \ \-� _ /' \ \ \ ,✓---��' / ^\TBM\1\ FLOW 1+00� 1\ M7�3--------- _ _ -__\\ \ K6 GDBL17 15 Ir WK9 R� \ P 10 - - �. \ r' _ _ _ _ _ \ / 11/ _ EXISTING \ ��\\\\\ - - -- - - \ v \ / \ . TOE OF BANK _\_\ \ \ 1 : 320.33 t \ \ �/ \ - Igl�t� \ \ \ \ \ / - - _ - _ _---- =--- ==-----� _ / L 22 ----�� \ --�_ _� - - \ \ \ MP 3 11 OK39 / I \ �\ _,EXISTING - - - - -� \ �� \ \\ \ `\ �- -_-_ - _ _ _ _ -TOP OF BANK - - - - -- \ `/ � \\ \ \ \ \\ \ 6115`i11 --- - -y — --=L '�\^�, `'Y �� \ \,3y - -___— _� __--_ 1 EXISTING 8"RCP j - Ah - Z9K34 - \ --\_ --__-_---__-_- __-�\`\\�`� \\�.. 1+50 `�\ <-_-- --__--_M_ _ -_) INVOUT.317.4 P3 _ _____-=-_=,J1 1 1 1 - _ \ \ STREAM - �-- \\ \\\\�� \ \ _ _ _ \ --- - \\ GDBL / APROXIMATE MSPAN \ EXISTING ; ;�� \ \ \ \\ 11 IL / / \ ; \ \ ��s ` _CENTERLINE_ \ \�\ \\ �so,DEAD \/�/ HEIGHT OF OHW.' 19' CONCRETE ` \ \ - , \ \ \ \ 1 I / \ \ \ \ \ \ _ - - - - - _- - _ _ -;,� . — 1 175 _ 2+00 \\ \\ \\ \ \ \\ OK4 / \\\�\�___ - lit J f l_ _ �'\ � -� -� \ \ \ / \ , 9C 26 \ \ \ \ ! 18 Ah_ _ G9, - \ \ \\ \ MP1'2 \\ \\ OKS 1 \ Z? / /-Am K21 I II \ \ NOTES: 1 \ \ \ \ \ \ 1. UNDERGROUND UTILITY LOCATIONS APPROXIMATE. \ \'� CONTRACTOR TO VERIFYALL LOCATIONS PRIOR TO CONSTRUCT/ON. 2. PROPERTY BOUNDARY SHOWN BASED ON PLANEMETRICS EXCEPT \ \ \\ \NN WHERE EIP LOCATED BY SURVEYOR. 3. PROPERTY TOPOGRAPHIC SURVEY BY.• RINK, PA ENGINEERING AND SURVEYING \ \ \ 101 W. MAIN STREET, SUITE 202 \ \ PO BOX 444 \ \ \ GARNER, NC 27529 (919)779-4854 TREE LEGEND SCALE 1 "=10' 0 10' 20' CONTROL POINT NORTHING FASTING ELEVATION DESCRIPTION TBM 1 747295.4204 2096094.2884 ELEV=318.81 60D TBM2 747363.8233 2096117.6637 ELEV=327.24 60D DATUM: BL BLACK LOCUST HORIZONTAL NAD83 CM CREPE MYRTLE VERTICAL NAVD88 OK OAK PN PINE PL POPLAR SG SWEET GUM SR SHRUB i c�cnin• .-4------- --- EXISTING CONTOURS 324 PROPOSED CONTOURS - - - - - - PROPERTYLINE LOD LOD LOD LIMITS OF DISTURBANCE EXISTING SANITARY SEWER — — — — — — EXISTING STREAM CENTERLINE XS-3 CRITICAL ROOT ZONE EXISTING TREE LINE EXISTING TREES — — BUFFER LIMITS CONSTRUCTION ACCESS CONTROL POINT TREE REMOVAL �``�o��N• CAR i SS%n,.�•�9 :*WTEEM NSYu"bTlb4 � ••.' � I Ivy ;. �P� �• N�- � ````` 0 U n O O � O n E N LLJ z a N 2 Ln Q •� 3 U 0 Lu ro O LU d' N Z a- L- L. N w Lu o O M 0o U Z J m C x o <Ln �-� O U Lo �- i T� o L J W CROSS SECTION LOCATION I — z O a_ U U) w 0 z 0 U) w DATE 3-31-2020 DRAWN BY Shane Vandergrif DESIGNED BY Becky Ward CHECKED BY Becky Ward SCALE U z J Q O w LU = H� (D w LL H� r) 0 O r U 30% REVIEW SET 30B NO. 363.0061 SHEET NO. O HUB rjI/ vu I 1 \ \ \ ST GEORGES ANGLICAN PP GUY CHURCH INC TELEPHONE WIRE -----�_ ---- // `� m / ' \ \ �� \ PIN: 0794670469 PEDESTAL POST / �� / DB 14266 PG 1255 BM 1994 PG 573 �T> EXISTING SSMH RIM: 333.07 INV IN. 326.57 Lu / --- — ` INV IN: 321.57 INV lN:320.07 � / l � ,' �• / No \ \ \ \ \ INV IN. 319.57 ----__-- INVOUT.•319.07 M3OR 7 '�-- /'// 3DBL_ — — — — — — MPS-------_-1311_=_— MP4 — ' P4-326_— \ _ _ ' /S+% ��\\\ ' �� // / �// '/'/'/'� — — — —\ — — — — /� — CM6 ' '�' _ _ _ _ -- 328 -��-, /' / !� GABION BASKETS 4 2ND ROW PHp�LT pRNE — ' —_ — I — / / — \ ^ — 1 I I — \�� -`► -�� IS7�INGAS - L /� \ \ _ X \ \-- s - / I �_ I E -CM4 EIP �T _ _ _ P CM 3 TRL / ' cri / Dx50 R l_ �� /� ��\\\_ _ \ �0 UN 1/t P4DE /l >z�, 2_\ - _ _- _ _ _ MP4 MPS _- - _ - l 3 �C / - - - _ _MP3 _ K3 _ P7---�--�--�--- --�_� - _ _ _ SG 15 FLOW 1+00 T -- _ \ 15 _^\ \\ 1 \1 ��-- —� / __�� _— __ K9 /r_— _ \ �� \ \ _ _ — — — P 10 EXIST/NG / 'l \ .� GABION BASKETS � - - z \ _ TO F BAN _ - - \ _ _ _ --------- -__1ST ROW 3 1 \ \ l�l :320.33�� lI�\---- Q \/ ,� 11�11(^\ \ \ BANK _ _ �\ ` \ \ . OK 39 EXISTING ------ \ ---- - ---=�= _-- _ \ �� \ \�i1�1� --- - - — ---___-_�_ 1 �\�_\\ TOP OF BANK - - - -- Vim` \ \ \ \ \_ _ - _ =L-_ ��^�_ \� �,py- _1 EXISTING8"RCP PR \ ` \ \\ \- -______ -_-\�� _-_ AV \ \ \ �� iGiP - -- \ EXISTING __-----_\0��\ 1+ �-''<-_�= _ --__I INVOUT.'317.4 _ _ _ ___J l ` �JK34 1 1 1 / - '_ - STREAM _ _B�OI60SKE�-- 3� _ - - - \ �\ \��\\\ /�� \ 50 _ \ ___-_-� _ _ _ \\ P3 G 30,DEAD�_ G DBL K8 DBL \ - _ _ \ cs` CENTERLINE / _ - _ - _ _ \ \ _ \�0 APROXIMATEMIDSPA%V \__EXISTING ;�, _33B / \ 1 1 �/ /�-'�'� \\ \ \�__--- J/ �\\\\\�l — _ 1+� \\ �� _ �_--aeo-I ��\\ HEIGHT OFOHW.19'\-CONCRETE_,\\\\ _--- \\ \ \\ \11 1 // / \\ \ \�-/'----��'�� // / 5 2+00 SCALE 1"=10' CROSS SECTION 2 r' (AS VIEWED LOOKING DOWNSTREAM) 3' 3' TYPE A TYPE C TYPE B TYPE D GABION BASKET DETAIL NTS B I I I B 3 -93 0 3' 31 70 75 80 85 90 95 100 105 110 115 1 "=5' horizontal 1 "=5' vertical 335 330 325 320 0 �n u 315 w J Q 0 cn �b J Q 0 310 120 125 130 w HORIZONTAL SCALE 1 "=5' o NOR 0 5' 10' LEGEND: 324-------- EXISTING CONTOURS 324 PROPOSED CONTOURS - - - - - - PROPERTYLINE LOD LOD LOD LIMITS OF DISTURBANCE -- EXISTING SA NI TA R Y SE WER ``,`IIIIIIIIIIIII,' Wb jVS� PW• . A Z. ''''''' , / IN `````'' 0 U n � O � � o � E N = z ,` i H 0) 3 Q - 3 U 0U�Nz� w � Q2. w—o? aw Z LU 0 rn z °i � U) a o U a a U w 0 o cn z T Q, L _ z L � '^ U) O W LnM J W H O O 0 w W � Q z 0 > O DATE 3-31-2020 DRAWN BY ane Vandergrif DESIGNED BY Becky Ward CHECKED BY Becky Ward SCALE — — — — — — EXISTING STREAM CENTERLINE CRITICAL ROOT ZONE EXISTING TREE LINE EXISTING TREES — — BUFFER LIMITS CONSTRUCTION ACCESS TREE REMOVAL OUTLINE TOP LAYER OF BASKETS W ------------------------- OUTLINE BOTTOM LAYER BASKETS z BASKET FACE PROFILE VIEW HORIZONTAL SCALE 1 "=5' 0 5' 10' B B B B B A B C B C 2ND LAYER (TOP) TOE OF BANK T2, 1STLAYER (BOTTOM) B TOP LAYER 6' 3' 6' 6' 3' 6' 6' 3' 6' 6' 3' 6' 6' 6' 6' 6' 6' 3' 6' 3' 6' 3' 6' B I B I A c B AI B I B B I C IAI B PLAN VIEW 1 "=5' B IAI B A B IC B B I B B I BOTTOM LAYER U 0 z � }}' U J Z w Q O Q DC w z �a ~ � z w�a � Lu J Q w O U) 0 U 0 30B NO. 44363.006 30% REVIEW SET SHEET NO. 4