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Home My WebLink About20210932 Ver 1_Pre-Filing Request Review_20210510DWR Pre -Filing Meeting Request Form ID#* Regional Office* Reviewer List* 20210932 Version * Central Office - (919) 707-9000 Rick Trone Pre -Filing Meeting Request submitted 5/10/2021 Contact Name * Contact Email Address* Project Name* Project Owner* Project County* Owner Address: Is this a transportation project?* Matt Harrell matt.harrell@carolinaeco.com McLaurin Farm Subdivision Winfred Maybelle, LLC Wake Street Address 1 6028 Burt Rd Address Line 2 City State / Rovince / Region Fuquay Varina North Carolina Fbstal / Zip Code Country 27526 United States r Yes ( No Type(s) of approval sought from the DWR: fJ 401 Water Quality Certification - I— 401 Water Quality Certification - Regular Express I— Individual Permit I— Modification r Shoreline Stabilization Does this project have an existing project ID#?* (' Yes r No Please list all existing project ID's associated with this projects.* SAW-2019-00984 Do you know the name of the staff member you would like to request a meeting with? Please give a brief project description below and include location information. * The proposed project is a subdivision located southwest of downtown Fuquay-Varina in Wake County. Preliminary JD (SAW-2019-00984) has been submitted and was signed 05/06/2020. Permit application preparation is underway and anticipated in approximately 30 days. No special or unusual circumstances on site requiring discussion ahead of time. 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 5/10/2021 Reviewer Meeting Request Decision ........................................................................................................................................................................................... Is a meeting required or is there more info needed?* r Yes (' No If rrnre inforn- tion is needed, please add conrrents for the enail notification below. LEGEND NOTES 325 OHW SD FHS OHW SD EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. ADJACENT OWNERS EX. EASEMENT EX. MAJOR CONTOUR (10') EX. MINOR CONTOUR (2') EX. STREAM EX. STREAM BUFFER EX. FENCE EX. OVERHEAD ELECTRIC LINE EX. STORM SEWER EX. FLOOD HAZARD SOILS EX. WETLAND EX. HERITAGE TREE PROP. RIGHT-OF-WAY PROP. LOT LINES PROP. SETBACK LINE PROP. EASEMENT 300 PROP. MAJOR CONTOUR (5') PROP. MINOR CONTOUR (1') MECCCCCQ PROP. STORM SEWER PROP. FLARED END SECTION LD PROP. LIMIT OF DISTURBANCE LD KEY RSD = ROADSIDE DITCHES HW = HEAD WALLS FES - FLARED END SECTIONS 1. BOUNDARY & TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, PC ON AUGUST 4, 2020. 2. SEE SHEET C-2 FOR STORMWATER DRAINAGE CALCULATIONS. 3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES. 4. PROPOSED ADA STALLS AND AISLES SHALL HAVE SLOPES NO STEEPER THAN 1:48 (2%) IN ALL DIRECTIONS. 5. CUT AND FILL SLOPE SHALL BE 2.5H:1 V UNLESS OTHERWISE NOTED. 6. FOR RIPRAP ENERGY DISSIPATER DIMENSIONS AND STONE, REFER TO THE RIPRAP ENERGY DISSIPATER DETAIL ON SHEET C-26. 7. ALL DRAINAGE EASEMENTS TO BE PUBLIC. 8. ANY GRADING BEYOND THE DESIGNATED LIMITS OF DISTURBANCE INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. N/F JOHN F. BURT D.B. 14545, PAGE 2092 B.M. 1962, PAGE 76 PIN# 0636.02-77-0162 AGRICULTURE & FARMING ZONED R-80 \\ FES-7 II TEMPORARY TURNAROUND & ESMT RSD 201 20' LANDSCAPE BUFFER TOWN OF FUQUAY-VARINA COMMUNICATIONS POLE 0 -5- -I W 0 PROP. ROAD WIDENING (15' LANE & STD. 30" \ CURB & GUTTER) SWALE 1 20' LANDSCAPE BUFFER 0 G 2 v, c �(5) 13 FES-8 .: 20' LANDSCAPE BUFFER 20' PRIVATE DRAINAGE ESMT I 11 PUBLIC SIDEWALK ESMT I O 1 I � I � -------- 1- PROP. 5'X25'X4"-THICK I CONCRETE PAD FOR MAIL KIOSK (SUBJECT TO CHANGE BASED ON SELECTED KIOSK) SLOPES TO BE - MAXIMUM 2% IN ALL DIRECTIONS WITHIN ADA STALL AND ACCESSIBLE AISLE INSTALL ADA VAN ACCESSIBLE SIGN (R7-8 AND R7-8a) R5' 180' R15' COBBLER VIEW WAY 5' SIDEWALK FLUSH WITH L - PAVEMENT - - R15' PROP. VARIABLE WIDTH MAIL KIOSK ESMT INSET B - MAIL KIOSK DETAIL SCALE: 1" = 20' tiX \ \ EX. HERITAGE TREE TO REMAIN 9. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE. 10. ALL FINAL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR. 11. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. 12. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION 15. MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). 13. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER 17. ACCUMULATIONS. 18. 14. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A N/F JOYCE A. VINCI & ANGELO S. VINCI D.B. 4049, PAGE 245 B.M. 19872, PAGE 792 PIN# 0646.01-08-7028 AGRICULTURE & FARMING ZONED R-30 16. 19. GEOTECHNICAL ENGINEER ON THE STABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED ALTERNATE, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE ENGINEERING DEPARTMENT. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. ALL STORM SEWER 18" OR LARGER SHALL HAVE FLARED END SECTIONS. FES-5 TEMPORARY 13 TURNAROUND & ESMT RSD 106 EX. POND ./ 28 LF 15" RCP @ 1.07% INV UP: 435' /\ / INV DOWN: 434.7' / CALL 48 HOURS BEFORE YOU DIG NORTH CAROLINA ONE -CALL CENTER 1-800-632-4949 / / / RSD 204 FES-1 10' x 70' SIGHT TRIANGLE (TYP.) tiv p 30' x 30' SIGN ESMT (TYP.) so, ,o0,„ ROq p RSD 103 \ 15'TYPE C LANDSCAPE BUFFER 5' RIGHT-OF-WAY DEDICATION 10' MULTI -USE PATH PROP. ROAD WIDENING (15' LANE & STD. 30" CURB & GUTTER) N/F MICHAEL R. RHODES & ANGELA E. RHODES D.B. 11572, PAGE 2152 PIN# 0646.01-05-9713 SINGLE FAMILY ZONED R-30 RSD 107 RSD105' � � EX. WETLAND (TYP.) 20' PRIVATE DRAINAGE ESMT SWALE 2 FES-6 1114 T II' 1 RSD 206 N/F SUSAN M. COPE & CHARLES V. COPE D.B. 11245, PAGE 2405 PIN# 0646.01-15-0638 SINGLE FAMILY ZONED R-30 FES-10 I EX. WETLAND (TYP.) i EX. HERITAGE TREE TO REMAIN N 20' PRIVATE DRAINAGE ESMT EX. STREAM (TYP.) 11' PUBLIC SIDEWALK ESMT / 420 BLER\/IE HW-11 RSD 207 PROP. MAIL KIOSK (SEE INSET B, THIS SHEET) r \ N/F NELSON E. BENNETT D.B. 1386, PAGE 255 PIN# 0646.01-15-1643 SINGLE FAMILY ZONED R-30 / / / / / / / N/F JAMMY S. MASON & SHARON P. MASON D.B. 8612, PAGE 2274 B.M. 2000, PAGE 1250 PIN# 0646.01-15-5429 VACANT ZONED R-30 EX. POND sy t RSD 502 j IIIIII RSD 214 \ \ \ \ \ \ 16 LF 15" RCP @ 1.25% INV UP: 421.2' INV DOWN: 421' -J ------ RSD 209 EX. POND ski 16 LF 15" RCP @ 1.25 INV UP: 425.2' INV DOWN: 425' ilr TEMPORARY POND TURNAROUND - & ESMT / \ N/F SHARON PEARCE MASON D.B. 8772, PAGE 215 B.M. 2000, PAGE 1250 PIN# 0646.01-15-5429 SINGLE FAMILY ZONED R-30 sycti4/ FF� tiFs / 1 11' PUBLIC SIDEWALK ESMT /\_ RSD 501 \ II RSD 401 I 1 11 16 LF 15" RCP @ 1.25 - _ INV UP: 422' INV DOWN: 421.8' L 11' PUBLIC SIDEWALK ESMT RSD 211 �� RSD210 12LF15"RCP @1.67% INV UP: 425.2' INV DOWN: 425' RSD302 �„ SAt, RSD 301 RSD 303 - RSD 304 58 N/F ROBERT J. MCGUIRE & BETTY W. MCGUIRE D.B. 8073, PAGE 2057 B.M. 1994, PAGE 1118 PIN# 0646.01-15-7641 SINGLE FAMILY ZONED R-30 RSD 213 '16LF15"RCP @1.25 INV UP: 422' INV DOWN: 421.8' RSD 402 I 425 TINW OD DRIVE TINWOOD DRIVE 50' PUBLIC R/W 425 _- W W - -T- TINWOOD DRIVE BARRICADE; TO BE REMOVED WHEN PLAT IS RECORDED SHOWING CONNECTION TO EXISTING TINWOOD DRIVE 12 EX. HERITAGE TREE TO REMAIN 10' LANDSCAPE BUFFER; EXISTING VEGETATION TO BE MAINTAINED O ■ ENGINEERING POST OFFICE BOX 91727 RALEIGH, NORTH CAROLINA 27675 PHONE: 919.610.1051 FIRM NC LICENSE NUMBER C-4222 REVISION HISTORY REV DESCRIPTION DATE BY ORIGINAL PLAN SIZE: 24" X 36" PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION 100 50 0 100 SCALE: 1 INCH = 100 FEET SCALE ADJUSTMENT THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING 0 1" IF IT IS NOT 1 INCH ON THIS SHEET, ADJUST YOUR SCALE ACCORDINGLY CONSTRUCTION PLANS McLAURIN FARM SUBDIVISION 6532 & 0 BURT ROAD FUQUAY-VARINA, NC 27526 CAPITAL LAND, LLC DATE: 01-22-21 SCALE: AS SHOWN DESIGNED BY: FLM APPROVED BY: FLM PROJECT NO.: 19008 GRADING AND DRAINAGE PLAN C-9 SHEET 9 OF 31 @ 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.