Loading...
HomeMy WebLinkAbout20050732 Ver 39_More Info Received_2017061641-6 MCKIM&CREED v June 16, 2017 Ms. Sue Homewood 459 W. Hanes Mill Rd. Ste 300 Winston-Salem, NC 27105 NC Department of ENGINEERS Environmental QUality Received S U R V E Y O R S .SUN 2 0 2017 P L A N N E R S Winston-Salem Regional Office RE: Briar Chapel — Phase SD East Request for Additional Information Ms. Homewood: In response to your comments received June 8, 2017, we offer the following responses below in RED: Pursuant to 15A NCAC 02H.0506(a) the 401 Water Quality Certification issued to NNP -Briar Chapel LLC was conditionally issued upon determining that existing uses are not removed or degraded by a discharge to classified surface waters. Based on the information provided in the application and associated documents, all surface flow from the project is proposed to be rerouted through a 2 stormwater wet detention basins. The outlet from Basin #32 is proposed to be located a significant distance downstream of the start of the stream which currently receives the majority of it's hydrology from watershed/basin #2 as shown on the Drainage Area Map submitted with the stormwater management plan. The rerouting of the drainage area and surface flow has the potential to remove existing hydrology and therefore remove existing uses within the stream channel. Please provide a thorough analysis and any additional information relative to this issue for further review by the Division. We have revised the storm drainage design to route existing surface drainage from the NCDOT right-of-way into the "Andrews Store" stream to simulate the existing condition. An analysis of the drainage areas is provided below and updated drawings and drainage area map specific to Venture IV Building this concern is included in this submittal package. 1 730 Varsity Drive At the Andrews Store stream, there were approx. 10.59 acres of drainage Raleigh, NC 27606 area prior to development. After development the drainage area will be approx. 6.87 acres -- a 35% reduction in drainage area. The surface water from the other 35% of the drainage area will be captured and treated 9 19. 2 3 3 .8 0 9 1 onsite. Fax 919.233.8031 www.mckimcreed.com At the Taylor Road there were approx. 15.17 acres of drainage area prior to development. After development the drainage area will be approx. 12.96 acres -- a 14% reduction in drainage area. The surface water from the other 14% of the drainage area will be captured and treated onsite. Please let me know if you have any additional questions. Thank you for your continued assistance on the Briar Chapel project. Sincerely, McKIM & CREED, INC. "4&4cerdu a.' Gareth Avant, PE Project Engineer cc: Project File Lee Bowman, Newland Communities Chris Seamster, McKim & Creed, Inc. vl MCK &CREED DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 2 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 2REVISIONS FOR STORMWATER AND EROSION CONTROL2017.06.13 F - 1 2 2 2 1 " = 5 0 ' N / A N O R T H 06/1 3 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R S T A G E 2 O V E R A L L G R A D I N G , D R A I N A G E & E R O S I O N C O N T R O L P L A N C 1 . X C 3 . 0 N O R T H U S H W Y 1 5 - 5 0 1 ( V A R I A B L E W I D T H C O N T R O L L E D A C C E S S P U B L I C R / W ) R O A D B ( 3 7 ' B - B , 5 4 ' P U B L I C R / W ) ANDREWS STORE ROAD (EX.VARIABLE WIDTH R/W) TAYLOR ROAD (EX.VARIABLE WIDTH PUBLIC R/W) R O A D C ( 3 7 ' B - B , 5 4 ' P U B L I C R / W ) ROAD A (37' B-B, 54' PUBLIC R/W) T A Y L O R R O A D S T R E A M P R E D A = 1 5 . 1 7 A C A N D R E W S S T O R E S T R E A M P R E D A = 1 0 . 5 9 A C ANDREWS S T O R E S T R E A M POST DA = 6 . 8 7 A C T A Y L O R R O A D S T R E A M P O S T D A = 1 2 . 9 6 A C SD EAST COMMERCIAL02735-0187 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 F - 1 2 2 2 w w w . m c k i m c r e e d . c o m S H E E T I N D E X FINAL DRAWINGS - FOR REVIEW PURPOSES ONLY F O R R E V I E W P U R P O S E S O N L Y F I N A L D R A W I N G S 0 6 / 1 3 / 2 0 1 7 S H E E T # S H E E T N A M E S E A L D A T E C 0 . 1 C O V E R S H E E T 2 0 1 7 . 0 6 . 1 3 C 0 . 2 E X I S T I N G C O N D I T I O N S / D E M O L I T I O N P L A N 2 0 1 7 . 0 4 . 2 8 C 1 . 0 O V E R A L L S I T E P L A N 2 0 1 7 . 0 4 . 2 8 C 1 . 1 S I T E P L A N 2 0 1 7 . 0 4 . 2 8 C 1 . 2 S I T E P L A N 2 0 1 7 . 0 4 . 2 8 C 2 . 1 U T I L I T Y P L A N 2 0 1 7 . 0 4 . 2 8 C 2 . 1 U T I L I T Y P L A N 2 0 1 7 . 0 4 . 2 8 C 3 . 0 O V E R A L L S T A G E 2 G R A D I N G , D R A I N A G E , & E R O S I O N C O N T R O L P L A N 2 1 7 . 0 6 . 1 3 C 3 . 1 S T A G E 2 G R A D I N G , D R A I N A G E , & E R O S I O N C O N T R O L P L A N 2 0 1 7 . 0 6 . 1 3 C 3 . 2 S T A G E 2 G R A D I N G , D R A I N A G E , & E R O S I O N C O N T R O L P L A N 2 0 1 7 . 0 6 . 1 3 C 4 . 1 P L A N & P R O F I L E R O A D A - S T A 1 0 + 0 0 T O S T A 2 5 + 2 5 E X . S S M H - 1 T O S S M H - 2 1 2 - S T A 1 0 + 0 0 T O 1 1 + 0 4 R O A D C - S T A 1 0 + 0 0 T O S T A 1 2 + 9 8 2 0 1 7 . 0 4 . 2 8 C 4 . 2 P L A N & P R O F I L E R O A D B - S T A 1 0 + 0 0 T O S T A 2 5 + 3 3 2 0 1 7 . 0 4 . 2 8 C 4 . 3 P L A N & P R O F I L E D I V E R T E D S T O R M U T I L I T Y C R O S S I N G - S T A 1 0 + 0 0 T O S T A 1 3 + 3 0 W A T E R M A I N C R O S S I N G - S T A 1 0 + 0 0 T O S T A 1 3 + 1 2 B Y P A S S O U T F A L L A T B M P # 3 1 - S T A 1 0 + 0 0 T O S T A 1 2 + 2 0 2 0 1 7 . 0 4 . 2 8 C 4 . 4 P L A N & P R O F I L E S A N I T A R Y S E W E R O U T F A L L - S T A 1 0 + 0 0 T O 1 3 + 5 1 P A R C E L # 7 W A T E R M A I N S T U B - S T A 1 0 + 0 0 T O 1 0 + 9 4 P A R C E L # 8 W A T E R M A I N S T U B - S T A 1 0 + 0 0 T O 1 0 + 8 9 2 0 1 7 . 0 4 . 2 8 D 1 . 1 E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 1 . 2 E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L D E T A I L S 2 0 1 7 . 0 6 . 1 3 D 2 . 1 N C D O T R O A D W A Y D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 2 . 2 N C D O T D R A I N A G E D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 3 . 1 U T I L I T Y D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 3 . 2 U T I L I T Y D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 4 . 1 B M P # 3 1 P L A N & D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 4 . 2 B M P # 3 1 P L A N & D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 4 . 3 B M P # 3 1 P L A N & D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 4 . 4 B M P # 3 2 P L A N & D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 4 . 5 B M P # 3 2 P L A N & D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 4 . 6 B M P # 3 2 P L A N & D E T A I L S 2 0 1 7 . 0 4 . 2 8 D 4 . 7 S T O R M D R A I N A G E & S A N I T A R Y S E W E R T A B L E S 2 0 1 7 . 0 4 . 2 8 V I C I N I T Y M A P A. Chatham County Planning Department Dunlap Building 80 East Street Pittsboro, NC 27312 (919) 542-8204 phone Contact: Jason SullivanEmail: jason.sullivan@chathamnc.orgB.Chatham County Environmental Services Dunlap Building 80 East Street Pittsboro, NC 27312 (919) 542-0945 phone Contact: Brian Burkhart, PE Email: brian.burkhart@chathamnc.orgC. Chatham County Soil Erosion and Sedimentation Control Dunlap Building 80 East Street Pittsboro, NC 27312 (919) 545-8339 phone Contact: Jeff McDermott Email: jeff.mcdermott@chathamnc.orgD. Chatham County Public Works964 East Street, 2nd Floor, Suite 205Pittsboro, NC 27312 (919) 542-8270 phone Contact: Larry Bridges Email: larry.bridges@chathamnc.org COUNTY AND AGENCY CONTACTS P R O J E C T D A T A N A M E O F P R O J E C T : S D E A S T - C O M M E R C I A L C H A T H A M C O U N T Y , N O R T H C A R O L I N A O W N E R : N N P B R I A R C H A P E L , L L C 1 6 W I N D Y K N O L L C I R C L E C H A P E L H I L L , N C 2 7 5 1 6 P H O N E : ( 9 1 9 ) 9 5 1 - 0 7 0 0 F A X : ( 9 1 9 ) 2 4 0 - 4 9 6 3 C O N T A C T : L E E B O W M A N E M A I L : l b o w m a n @ n e w l a n d c o . c o m P R E P A R E D B Y : M c K I M & C R E E D 1 7 3 0 V A R S I T Y D R I V E , S U I T E 5 0 0 R A L E I G H , N O R T H C A R O L I N A 2 7 6 0 6 P H O N E : ( 9 1 9 ) 2 3 3 - 8 0 9 1 F A X : ( 9 1 9 ) 2 3 3 - 8 0 3 1 C O N T A C T : G A R E T H A V A N T , P E E M A I L : g a v a n t @ m c k i m c r e e d . c o m P R O J E C T A R E A : 3 1 . 3 1 A C T h e s e i m p r o v e m e n t s s h a l l b e c o n s t r u c t e d i n a c c o r d a n c e w i t h t h e f o l l o w i n g p l a n s , a n d t h e S t a n d a r d S p e c i f i c a t i o n s o f N C D O T a n d C h a t h a m C o u n t y . N O R T H E. NCDOT Division 8, District 1 300 DOT Drive P.O. Box 1164 Asheboro, NC 27204 (336) 318-4000 phone Contact: Marty Tillman, PE Email: mtillman@ncdot.govF. NCDEQ Division of Environmental Health Public Water Supply Section 1634 Mail Service Center Raleigh, NC 27699-1634 (919) 707-9064 phone Contact: Shashi BhattaEmail: shashi.bhatta@ncdenr.govG.NCDEQDivision of Water Quality512 N. Salisbury StArchdale Building, 9th FloorRaleigh, NC 27604(919) 807-6373 phoneContact: Karen HigginsEmail: karen.higgins@ncdenr.govH. NCDEQ Division of Water Quality Surface Water Protection3800 Barrett Drive Raleigh, NC 27609 (919) 791-4200 phone Contact: Danny SmithEmail: danny.smith@ncdenr.gov N T S C O N S T R U C T I O N D R A W I N G S U. S . H W Y 1 5 - 5 0 1 A N D T A Y L O R R O A D CH A T H A M C O U N T Y , N O R T H C A R O L I N A D A T E : A P R I L 2 8 , 2 0 1 7 S D E A S T - C O M M E R C I A L T O C H A P E L H I L L T O P I T T S B O R O N O R T H B R I A R C H A P E L R R E V I S E D : J U N E 1 3 , 2 0 1 7 U N D I V I D E D T Y P I C A L S E C T I O N 3 7 ' B O C - B O C ; 5 4 ' P R I V A T E R / W DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A N O R T H A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R E X I S T I N G C O N D I T I O N S / D E M O L I T I O N P L A N N O R T H C 0 . 2 C 0 . 2 L E G E N D : “” U S H W Y 1 5 - 5 0 1 ( V A R I A B L E W I D T H C O N T R O L L E D A C C E S S P U B L I C R / W ) ANDREWS STORE ROAD (EX.VARIABLE WIDTH R/W) TAYLOR ROAD (EX.VARIABLE WIDTH PUBLIC R/W) U N D I V I D E D T Y P I C A L S E C T I O N 3 7 ' B O C - B O C ; 5 4 ' P R I V A T E R / W US HWY 15-501(VARIABLE WIDTH CONTRO L L E D A C C E S S PUBLIC R/W) R O A D B ( 3 7 ' B - B , 5 4 ' P U B L I C R / W ) ANDREWS STORE ROAD (EX.VARIABLE WIDTH R/W) TAYLOR ROAD (EX.VARIABLE WIDTH PUBLIC R/W) ROAD C (37' B-B, 54' PUBLIC R/W) ROAD A (37' B-B, 54' PUBLIC R/W ) SHEET C1.1 S H E E T C 1 . 2 DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A N O R T H 04/2 8 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R O V E R A L L S I T E P L A N C 1 . X C 1 . 0 N O R T H L E G E N D : DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 2 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 2REVISIONS FOR STORMWATER AND EROSION CONTROL2017.06.13 F - 1 2 2 2 1 " = 5 0 ' N / A N O R T H 06/1 3 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R S T A G E 2 O V E R A L L G R A D I N G , D R A I N A G E & E R O S I O N C O N T R O L P L A N C 1 . X C 3 . 0 N O R T H · N P D E S G R O U N D C O V E R S T A B I L I Z A T I O N T I M E F R A M E S S I T E A R E A D E S C R I P T I O N S T A B I L I Z A T I O N T I M E F R A M E E X C E P T I O N S U S H W Y 1 5 - 5 0 1 ( V A R I A B L E W I D T H C O N T R O L L E D A C C E S S P U B L I C R / W ) R O A D B ( 3 7 ' B - B , 5 4 ' P U B L I C R / W ) ANDREWS STORE ROAD (EX.VARIABLE WIDTH R/W) TAYLOR ROAD (EX.VARIABLE WIDTH PUBLIC R/W) R O A D C ( 3 7 ' B - B , 5 4 ' P U B L I C R / W ) ROAD A (37' B-B, 54' PUBLIC R/W) DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 2 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 2REVISIONS FOR STORMWATER AND EROSION CONTROL2017.06.13 F - 1 2 2 2 1 " = 5 0 ' N / A N O R T H 06/1 3 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R S T A G E 2 G R A D I N G , D R A I N A G E , A N D E R O S I O N C O N T R O L P L A N C 1 . X C 3 . 1 N O R T H MATCHLINE SEE SHEET C3.2 DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 2 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 2REVISIONS FOR STORMWATER AND EROSION CONTROL2017.06.13 F - 1 2 2 2 1 " = 5 0 ' N / A N O R T H 06/1 3 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R S T A G E 2 G R A D I N G , D R A I N A G E A N D E R O S I O N C O N T R O L P L A N C 1 . X C 3 . 2 N O R T H MATCHLINE SEE SHEET C3.1 P L A N V I E W S E C T I O N V I E W I N V . E L . 4 3 9 . 9 5 1 S I D E D 4 . X D 4 . 1 B M P # 3 1 P L A N & D E T A I L S NORTHDESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A 04/28 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R D 4 . X D 4 . 2 B M P # 3 1 P L A N & D E T A I L S DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A 04/28 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R D 4 . X D 4 . 3 B M P # 3 1 P L A N & D E T A I L S N O R T H DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A 04/28 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R P L A N V I E W S E C T I O N V I E W I N V . E L . 4 1 6 . 3 0 2 S I D E S D 4 . X D 4 . 4 B M P # 3 2 P L A N & D E T A I L S NORTHDESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A 04/28 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R D 4 . X D 4 . 5 B M P # 3 2 P L A N & D E T A I L S DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A N O R T H 04/28 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R D 4 . X D 4 . 6 B M P # 3 2 P L A N & D E T A I L S N O R T H DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A N O R T H 04/28 / 2 0 1 7 A S N O T E D F O R R E V I E W P U R P O S E S O N L Y R D 4 . 7 D 4 . 7 DESCRIPTIONSDATEREV.NO.REVISIONS S C A L E H O R I Z O N T A L : V E R T I C A L : M & C F I L E N U M B E R D R A W I N G N U M B E R R E V I S I O N S E A L S T A T U S : D R A W N P R O J . M G R . D E S I G N E D C H E C K E D D A T E : M C E P R O J . # SEAL w w w . m c k i m c r e e d . c o m B R I A R C H A P E L S D E A S T C H A T H A M C O U N T Y , N O R T H C A R O L I N A 0 2 7 3 5 - 0 1 8 7 A P R I L 2 8 , 2 0 1 7 P R E L I M I N A R Y D R A W I N G S 1 B S S G C A C H S C H S 1 7 3 0 V a r s i t y D r i v e , S u i t e 5 0 0 P h o n e : ( 9 1 9 ) 2 3 3 - 8 0 9 1 , F a x : ( 9 1 9 ) 2 3 3 - 8 0 3 1 R a l e i g h , N o r t h C a r o l i n a 2 7 6 0 6 1SUBMITTAL TO REVIEW AGENCIES2017.04.28 F - 1 2 2 2 N / A 04/28 / 2 0 1 7 F O R R E V I E W P U R P O S E S O N L Y R S T O R M D R A I N A G E & S A N I T A R Y S E W E R T A B L E S Action History (UTC -05:00) Eastern Time (US & Canada) Submit by Anonymous User 7/5/2017 2:36:58 PM (Supplemental Submital) Accept by Montalvo, Sheri A 7/5/2017 2:40:59 PM (NON -DOT Project) • The task was assigned to Montalvo, Sheri A 7/5/2017 2:37 PM Water Resources ENVIRONMENTAL QUALITY Staff Review: Submittal Type ID#* 20050732 Reviewer List:* C New Project C Pre -Application Submittal f• More Information Response Version 39 Sue Homewood:eads\slhomewood Select Reviewing Office:* Winston-Salem Regional Office - (336) 776-9800 Project Submittal Interim Form submitted: 7/5/2017 Project Contact Information: ............................................................................................................................................... Name: Ben Smith - McKim and Creed Who is subrritting the information? Email Address: bsmith@mckimcreed.com Project Information: Existing ID #:* Existing Version:* 20050732 39 Project Name: Briar Chapel - SD East (Commercial) Is this a public transportation project? C Yes r No County (ies) Chatham Describe the attachments: Revised Stormwater Sheets and additional drainage map per Sue Homewood's comments. Please upload all files that need to be submited. 2017.06.13. Revised Stormwater Sheets.pdf 10.78MB 2017.06.14.SD East - DA Exhibit.pdf 3.44MB Only pdf files are accepted. rJ By checking the box and signing box below, I certify that O 1 Hd VC ywen if Utz, HGGU1dLt, Cana aUMPItLt7 InIUrrnCauVn Un uus wnn, o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act) o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the form. Signature: