Loading...
HomeMy WebLinkAbout20210088 Ver 1_Pre-Filing Meeting Request_20210113ID#* 20210088 Version* 1 Regional Office* Raleigh Regional Office - (919) 791-4200 Reviewer List* Stephanie Goss Pre -Filing Meeting Request submitted 1/13/2021 Contact Name * Contact Email Address* Project Name* Project Owner* Project County* Wyatt I brown brownenvgrp@gmail.com Baylee Ridge Phase 2 CREEKSIDE DEVELOPMENT PARTNERS, LLC Johnston Owner Address: Street Address 6131 FALLS OF NEUSE RD STE 200 Address Line 2 aty State / Province / Region Raleigh NC Fbstal / Zip Code Country 27609 United States Is this a transportation project?* r Yes r No 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 Please list all existing project ID's associated with this projects.* SAW-2020-00883 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.* Baylee Ridge isna single family home S/D with individual lots. The streets and all utilities will be provided by the developer except for the septic with will be onsite for each individual lot. There was no wetland it stream impact in Phase 1. The impact for Phase 2 will be a stream crossing and buffer impact. The plans and impact map is attached. thanks Wyatt Please give a couple of dates you are available for a meeting. 1 /27/2021 Please attach the documentation you would like to have the meeting about. Bailey Impact.pdf 1008.3KB 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. • 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 ����f�1.7`ri'7•tt�A'J�G Submittal Date 1/13/2021 aL SMI H R eR1744 w VICINITY MAP 1"=2000' DEVELOPMENT PLAN & SURVEYING BY ALSEY GILBERT PLS SITE DATA TOTAL PROJECT TAX ID - 16L05003A, 16L04037I, 16L04037G, 16LU4034B, 16L04034D, 16L05006 OWNER - CREEKSIDE DEVELOPMENT PARTNERS, LLC 6131 FALLS OF NEUSE ROAD, SUITE 200 RALEIGH, NC 27609 DEVELOPER- CREEKSIDE DEVELOPMENT PARTNERS, LLC 6131 FALLS OF NEUSE ROAD, SUITE 200 RALEIGH, NC 27609 DEVELOPMENT - RESIDENTIAL SUBDIVISI❑N PROPOSED DENSITY 0,97 UNITS/ACRE TOTAL TRACT AREA 122,25 ACRES (5,325,361 SF) ZONING - AR T❑WNSHIP - WILDERS AREA RESERVED BY OWNER 11,24 ACRES (489,473 SF) 100--YR FLOODPLAIN 25,70 ACRES (1,119,516 SF) AREA OUTSIDE FLOODPLAIN 96.55 ACRES (4,205,845 SF) OPEN SPACE REQUIREMENTS 15Y.. OF NET AREA = ,15)K(96,55) 14,48 ACRES OPEN SPACE PR❑VIDED NONE OPEN SPACE FEE -IN -LIEU 98 LOTS @ $400/L❑T = $39,200 NEW RIGHT OF WAY 8,78 ACRES 382,399 SF) AREA IN LOTS 102,24 ACRES (4,453,489 SF) NUMBER OF LOTS 98 AVERAGE LOT SIZE 45,444 SF IMPERVIOUS CALCULATIONS AREA IN PROJECT 122,25 AC (5,325,361 SF) IMPERVIOUSNESS ALLOWED PER LOT 6000 SF IMPERV IN LOTS 588,000 SF (98X6000) IMPERVIOUSNESS ALLOWED IN RESERVED BY OWNER TRACT 1 - 15,000 SF IMPERVIOUSNESS ALLOWED IN RESERVED BY OWNER TRACT 2 - 30,000 SF IMPERV IN R/W 161,698 SF (INCLUDES SW AT MAIL KI❑SK> TOTAL TRACT IMPERVIOUSNESS = 794,698 SF = 14,92% C/L 1- 30, -� RIGHTI OF WAY .IN,,, PAVEMENT - SHOULDER I ;"In -CH 1/4• PER F'm7 TYPICAL STREET SECTION --{' S"ABC & 1,5"S9E5B ... + + + + + + ... + + + + + • . .. • -- -' • -` •,•,• • • • • ' •-`,. ...... ....` • 27 as 25 24 23 22 21 21 14 19 �� i � +++ + + + ++* + + + + ...............•....•...-..........-.- 17 1G RESERVEDBY 13WNER + + + + .. 24 + ++{-+ ............ ..'.'.`.'.'.'.'.'.'.'.'. + +**+ + +++ + + + + 3 ........... ................ ....... + + + z .'.'.'.'.'.'.`.'...`.'........`.`......... + ++++ + + + ++ ++ + 36 39 ++++++ ++ + .......... ..................... + + + + + + + + + + + + ................... ......... + + + + + + + + + + + + + + + + + t .•.•.•.-.•.•...•.•.•........-.•.•..•.. +++ ++ ++ +• ++++ 5 .....I...... ++ ++ 4� +++ +++ .71 + + + + • • • • • • • • • • + + + + + + + + + + ........ t + + + + + + + s�000-9s- + + + 5 .. . '..'.'.'.'..'.'.- + + + + + + + + + + � .................. .............. + + ++ + + + + + + + + ...................� ... + +t+' ++ +++ + + t + + 67 + t .. *.,.,. . V. V. , * , * . . 45 SF 61 + 4. 9 05 „z, , _ .......................................... . ................. .................................... . .... 44 `'� . , ... . A y ......................................... ....... ......................................... . + 44 t'': !13 '-�'�J.'.'. " :. �° I M ABC T * + ++ ::- .;� ............74 . '.'S ..'.'...................... ++ +++ 77 .'.'.'...`.`..'.'.. ....'.'.`.`.'..'..'.'..'.'.'.'.`.'.'.'.`.'...'.` 52 55 72 55 +++ + ++ *++++ ++ + + + + + + + ++ +++++ + RESERVED BY OWNER ... •. ........ ++ ++++.f++++++ +++++++t++ ++ TRACT+ + + + + + + + + + + + + + . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . • . . . + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •.`.....•...-...•.....♦.-.♦.'.'.•.•.•.......... .......................... ++++ + + + + + + + + + + + + + + + + + + + + / ++++ 140 LF STREAM DISTUBANCE 0,0513 AC SF ZONE 2 0.0765 AC ZONE 1 DISTUBANCE DISTUBANCE / N 98 9Q 91 97 92 9fi 94 95 IIBE REP1IACED WITH 24 RT P T� EXISTING 54"CMP 200 0 200 400 600 Scale 1" = 200' SECTION AT STREAM CROSSING PROF❑SED SIRE T CE TERLI E GR DE ,r GUARDRAIL ='" E, GUARDRAIL / 255 EXISTG CENTERLINE GI ADE 'i i ♦.i i' Y Y, � •,i` �{ i iiii 4 A �► fl 2 5 0 -�-A i i y - M � WITH HEAD ALL F0 + ` N q NCD❑T NCD❑T HEADWALL HEADWALL 245 -- • � • C JLVERT INV RTS 3ET ' TRIPLE i' BEL❑ STREAM BOTTOM 60°RCP STREAM � A B��'TCiM GRAD; 240 30 0 30 60 90 TABLE ❑F C❑NTENT& NpTE� CULVERT INVERTS „ SHEET 1i SITE MAP & IMPACT DELINEATI❑N 1/BELOW STREAM BOTTOM Scale 1 = 30 SHEET 21 WETLAND &STREAM BUFFER DELINEATION MAP fl 4?0, ,1114;, � 4 �yy � 1, •�.ti Q\fill e � Z?- � e C� G7 °(n LiS rn �'S 'f4Alltr�#111�lIt���t�'t Cb 0 tx3 zli-IIIIIII4 0) w W Lo zH Lo 1-I W o .-,, V En tfJ Z r-I U H E `o 0 o m e) a L0 as I W H Wz P-4 0 � � Q W W P4 U REVISIONS: SCALE: 1"-200` DRAWN BY: D WB DATE: 01/11/2021 PROJECT NO. J- 680 SHEET 1 C�, G� DEVELOPMENT PLAN & SURVEYING BY ALSEY GILBERT PLS WWI PRON NEVA FM LIMP- oCA— L C,19-4 1�' plipi ISIT I1'G )5 4X MP 100 0 100 200 300 Scale 1 " = 100' ',sks.fo:iffel:Y�pd,f� Q � •ASP 3� •: �.'� W 0 I I Zco w W H Co z H ��Z Z H w a who Q � F� F�✓ M M Am REVISIONS: SCALE: 1"T 100' DRAWN BY: DWB DATE: 01/11/2021 PROJECT NO. J�-680 SHEET 2 a�F 2