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Home My WebLink About20151031 Ver 2_More Info Received_20160914Strickland, Bev From: Kim Williams <kwilliams@lmgroup.net> Sent: Wednesday, September 14, 2016 9:31 AM To: Jeff Soble; 'Shaver, Brad E SAW; Steenhuis, Joanne Cc: 'Andrew Moriarty'; tyler@geyermorris.com; Cord Blendermann Subject: Gateway Marketplace revised drawings Attachments: NCR162015EX1-Wetlands-11x17 Exhibit page 1.pdf, NCR162015EX1-Wetlands-11x17 Exhibit page 2.pdf, NCR162015EX1-Wetlands-11x17 Exhibit page 4.pdf Hi Brad and Joanne Attached are the revised drawings for Gateway Marketplace for your review. Exhibit 1 is the overall site plan that shows the swale location and dimensions. Note that the impacts have been adjusted to include those from the swale (approx. 0.1 acre). Total impacts are as follows: Permanent impacts: 4.61 acre of 404 wetlands and 50 LF of intermittent stream Temporary impacts: 0.01 acre of 404 wetlands and 20 LF of intermittent stream Exhibit 2 has been updated to include the swale on the profile/cross section drawings. Exhibit 4 has been revised to include a detail cross section of the infiltration swale. Please let me know if you have any questions or comments. Thanks! Kim From: Jeff Soble [mailto:jsoble@geyermorris.com] Sent: Tuesday, September 13, 2016 5:33 PM To: 'Shaver, Brad E SAW' <Brad.E.Shaver@usace.army.mil>; 'Steenhuis, Joanne' <joanne.steenhuis@ncdenr.gov> Cc: Kim Williams <kwilliams@lmgroup.net>; 'Andrew Moriarty' <amoriarty@bohlereng.com>; tyler@geyermorris.com; 'Johnson, Thomas H. Jr.' <TJohnson@nexsenpruet.com> Subject: Gateway Marketplace Proposed Language for 404 Permit Brad, Please see below, proposed language for the permit. The 1" paragraph is as you wrote it. We tried to include language in the 2nd paragraph as we discussed this afternoon. Is this acceptable. Please let us know your thoughts. Thanks Jeff STORM WATER OUTLET TO EXISTING WETLANDS: The applicant has agreed to construct a storm water outlet in the north west corner of the property that serves as an outlet for a portion of the storm water treatment system and further hydrates the headwater wetland complex. The outlet is approved by the Corps provided State and Local authorities approve the design. If this storm water outlet cannot be permitted or constructed, the permit must be modified. The final plans approved by the State and Local authorities will be forwarded to the Corps before construction can begin. DEVIATION FROM PERMITTED PLANS: Attached to this authorization are preliminary concept plans. The Final Design Plans will be such that they achieve the goal intended by this permit including the attached preliminary concept plans. If the Storm Water Outlet to Existing Wetlands is permitted by Local and State authorities, the permittee shall ensure that the construction of the Storm Water Outlet to Existing Wetlands does not deviate from the Final Design Plans, except as further reviewed and approved by the appropriate State and Local authorities where field modifications and/or revisions are necessary. Written or email verification shall be provided to the Onslow County Project Manager that the final construction drawings comply with the attached permit drawings prior to any active construction in waters of the United States. Any deviation in the construction design plans will be brought to the attention of the Corps of Engineers, Mr. Brad Shaver, Wilmington Regulatory Field Office prior to any active construction in waters or wetlands. Jeffrey Soble Development GEYER MORRIS COMPANY, LLC One Buckhead Plaza 3060 Peachtree Road Suite 1540 Atlanta, GA 30305 404.941.2370 main 404.941.2371 fax 404.941.2374 direct 404.840.5541 cell jsoble@geyermorris.com www.geyermorris.com 0 ovastf This email has been checked for viruses by Avast antivirus software. www.avast.com 60 50 40 30 25 0+00 0+50 1+00 rT Ti AT -PP T S ECS ION E- E (STREAM IMPACT PROFILE) 60 50 40 30 SCALE: 1 "= 20 ' HORIZONTAL 1"=10' VERTICAL CURB & GUTTER RETAINING WALL PERVIOUS PAVEMENT LIMIT OF WETLANDS IMPACT UNDISTURBED WETLANDS 10' F PERVIOUS SUBBASE Lu PROPOSED GRADE m z PERFORATED =o ao ° UNDERDRAIN a ° ° ° ° ° ° ° ° ° ° ° ° 3 3 H:\2016\NCR16201 FTITLE: EXISTING GRADE LEVELSPREADER INFILTRATION SWALE RIP 7RAP SECTION TYPICAL SWALE NOT TO SCALE 70 60 50 40 30 25 PROP. 48" CMP, 40' LONG, FLOOD FLOW PIPE UPSTREAM PIPE INVERT = 39.9 UPSTREAM STREAM BED ELEVATION = 40.9 PERMANENT STREAM PROP. ROADWAY/,, --PERMANENT STREAM IMPACT LIMIT IMPACT LIMIT 5' UPSTREAM5' DOWNSTREAM OF PIPE OUTLETS OF PIPE INLETS PROP. 60' HEADWALL PROP. 55' HEADWALL PROP. SILL INSTALLED 12" ABOVE STREAM BED AT UPSTREAM END OF FLOOD FLOW PIPE AND 8' WING WALLS STREAM BED MATERIAL JURISDICTIONAL WETLAND AREA #5 - ±24' EXIST. STREAM BED FLOW LINE AND 8' WING WALLS TEMPORARY STREAM ---.,TEMPORARY STREAM IMPACT LIMIT IMPACT LIMIT 15' 15' DOWNSTREAM OF PIPE OUTLETS UPSTREAM OF PIPE INLETS EXIST. STREAM BED OF--\ INTERMITTENT STREAM 40.9 FLOW -40.0 40,0 41.8 40.0 40.0 EXIST. STREAM BED OF 4021 INTERMITTENT STREAM PROP. 48" CMP, 40' LONG, PROP. 48" CMP, 42' LONG LOW FLOW PIPE FLOOD FLOW PIPE DOWNSTREAM PIPE INVERT 39.0 UPSTREAM PIPE INVERT = 39.9 DOWNSTREAM STREAM BED ELEVATION = 40.0 UPSTREAM STREAM BED ELEVATION = 40.9 PROP. STREAM BED FLOW LINE 0+00 0+50 1+00 rT Ti AT -PP T S ECS ION E- E (STREAM IMPACT PROFILE) 60 50 40 30 SCALE: 1 "= 20 ' HORIZONTAL 1"=10' VERTICAL CURB & GUTTER RETAINING WALL PERVIOUS PAVEMENT LIMIT OF WETLANDS IMPACT UNDISTURBED WETLANDS 10' F PERVIOUS SUBBASE Lu PROPOSED GRADE m z PERFORATED =o ao ° UNDERDRAIN a ° ° ° ° ° ° ° ° ° ° ° ° 3 3 H:\2016\NCR16201 FTITLE: EXISTING GRADE LEVELSPREADER INFILTRATION SWALE RIP 7RAP SECTION TYPICAL SWALE NOT TO SCALE 70 60 50 40 30 25 PROP. 48" CMP, 40' LONG, FLOOD FLOW PIPE UPSTREAM PIPE INVERT = 39.9 UPSTREAM STREAM BED ELEVATION = 40.9 DOWNSTREAM PIPE INVERT 39.0 DOWNSTREAM STREAM BED ELEVATION = 40.0 PROP. DOUBLE 48" CMP CULVERT WI 55' HEADWALL AND 8' WING WALLS PROP. 48" CMP, 42' LONG, LOW FLOW PIPE UPSTREAM PIPE INVERT = 39.9 [UPSTREAM STREAM BED ELEVATION = 40.9 DOWNSTREAM PIPE INVERT 39.0 DOWNSTREAM STREAM BED ELEVATION = 40.0 PROP. SILL INSTALLED 12" ABOVE STREAM BED AT UPSTREAM END OF FLOOD FLOW PIPE STREAM BED MATERIAL JURISDICTIONAL WETLAND AREA #5 - ±24' EXIST. STREAM BED FLOW LINE 8+50 WETLANDS NDS CROSSINGS e CROSS SECTION SCALE: 1"= 20' HORIZONTAL 1"=10' VERTICAL 62015EX1-WETLANDS.DWG PRINTED BY: CBLENDERMANN 9.14.16 0 6:53 AM LAST SAVED BY: CBLENDERMANN 70 60 50 40 30 70 60 50 40 70 60 50 40 35 ----_� :' � ;:[11:7_Ul��!1• �il�•�� aI111�:1•I11.11�1�s-��',+��•;�� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 NW WETLAND e A -A SCALE: 1"=100' HORIZONTAL 1"= 50' VERTICAL ��73i1► ►f111Rei6�/111�� JURISDIET•NWLWETLANDS AREA I I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 NW WETLAND e B -B 70 60 50 40 30 SCALE: 1"=100' HORIZONTAL 1"= 50' VERTICAL EXIST. GRADE I STREAM FLOW LINE PROP. BRIDGE I 70 BOTTOMLESS 70 70 CULVERT 60 60 60 50 50 50 40 40 40 --- 30 30 25 TPROP. HEADWALL 0+00 0+50 1+00 CULVERT SECTION D -D SCALE: 1"=100' HORIZONTAL 1"= 50' VERTICAL EXIST. GRADE /- INTERMITTENT PROP. BRIDGE I STREAM FLOW LINE DOUBLE BARREL CULVERT 70 60 60 60 50 50 50 40 40 40 35 PROP. 0+00 0+50 1+00 HEADWALL CULVERT SECTION ]E - E SCALE: 1"=100' HORIZONTAL 1 "= 50' VERTICAL PROP. RETAIL PROP. FOUNDATION BUILDING WALL 60 60 50 50 40 _ _ _ _ L40 30 30 25 JURISDICTIONAL WETLANDS AREA #4 0+00 0+50 1+00 1+50 WETLAND #4 e ]F -]F SCALE: 1"=100' HORIZONTAL 1"= 50 ' VERTICAL ��rJ7:%7af3 iGZilfii7��■�:Ti7a:3a1•Iel�!i9:::�7�� • . WETLANDS JURISDICTIONAL ■�� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 WETLANDS CROSSINGS e PROFILE C -C 70 60 50 40 30 SCALE: 1"=100' HORIZONTAL V= 50 ' VERTICAL H:\2016\NCR162015\DRAWINGS\EXHIBITS\NCR162015EX1-WETLANDS.DWG PRINTED BY: CBLENDERMANN 9.14.16 0 6:53 AM LAST SAVED BY: CBLENDERMANN 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 NW WETLAND e A -A SCALE: 1"=100' HORIZONTAL 1"= 50' VERTICAL ��73i1► ►f111Rei6�/111�� JURISDIET•NWLWETLANDS AREA I I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 NW WETLAND e B -B 70 60 50 40 30 SCALE: 1"=100' HORIZONTAL 1"= 50' VERTICAL EXIST. GRADE I STREAM FLOW LINE PROP. BRIDGE I 70 BOTTOMLESS 70 70 CULVERT 60 60 60 50 50 50 40 40 40 --- 30 30 25 TPROP. HEADWALL 0+00 0+50 1+00 CULVERT SECTION D -D SCALE: 1"=100' HORIZONTAL 1"= 50' VERTICAL EXIST. GRADE /- INTERMITTENT PROP. BRIDGE I STREAM FLOW LINE DOUBLE BARREL CULVERT 70 60 60 60 50 50 50 40 40 40 35 PROP. 0+00 0+50 1+00 HEADWALL CULVERT SECTION ]E - E SCALE: 1"=100' HORIZONTAL 1 "= 50' VERTICAL PROP. RETAIL PROP. FOUNDATION BUILDING WALL 60 60 50 50 40 _ _ _ _ L40 30 30 25 JURISDICTIONAL WETLANDS AREA #4 0+00 0+50 1+00 1+50 WETLAND #4 e ]F -]F SCALE: 1"=100' HORIZONTAL 1"= 50 ' VERTICAL ��rJ7:%7af3 iGZilfii7��■�:Ti7a:3a1•Iel�!i9:::�7�� • . WETLANDS JURISDICTIONAL ■�� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 WETLANDS CROSSINGS e PROFILE C -C 70 60 50 40 30 SCALE: 1"=100' HORIZONTAL V= 50 ' VERTICAL H:\2016\NCR162015\DRAWINGS\EXHIBITS\NCR162015EX1-WETLANDS.DWG PRINTED BY: CBLENDERMANN 9.14.16 0 6:53 AM LAST SAVED BY: CBLENDERMANN PROPOSED INFILTRATION SWALE (400'x 10' IMPACT) JURISDICTIONAL WETLANDS AREA #2 AA PROPOS RETAINI PROPOSED BMP MAINTENANCE ACCESS ROAD PROPOSED UNDERGROUND STORMWATER STRUCTURE JURISDICTIONAL WETLANDS AREA #1 B X ANCHOR ;00 SF PROPOSED \ STORMWATER JURISDICTIONAL WETLANDS AREA #4 TEMPORARY IMPACTED - WETLANDS AREA #5 -PROPOSED BRIDGE W/ J BOTTOMLESS CULVERTaw op I � ' 1 PROPOSED WITH - DUAL JURISDICTIONAL I I O ~ SHOPS II SHOPS REST 12,000 SF I I 8,000 SF ,168 4,3025 56i4 ® 55 47 111111111111111 ZrI 111111 11 T �1 �2 011 OP 4 1.18 AC. 1.18 AC. 1.57 AG. 1.28 AC. 0.68 AC. 1.51 AC. \ I H:\2016\NCR162015\DRAWINGS\EXHIBITS\NCR162015EX1-WETLANDS.DWG PRINTED BY: CBLENDERMANN 9.13.16 @ 4:26 PM LAST SAVED BY: CBLENDERMANN JURISDICTIONAL PROJECT NAME: GEYER MORRIS WETLANDS AREA #3 WESTERN BLV JACKSONVILLE, NC 0 125 250 1" = 250' > 50 LF STREAN IMPACT E 'C JURISDICTIONAL WETLANDS DATA — POND SF AC JURISDICTIONAL WETLANDS #1 179,114 4.11 AC IMPACTED WETLANDS #1 159,384 3.66 AC JURISDICTIONAL WETLANDS #2 8,823 I IMPACTED WETLANDS #2 8,823 0.20 AC JURISDICTIONAL WETLANDS #3 30,875 0.71 AC IMPACTED WETLANDS #3 30,875 0.71 AC v 18,260 0.42 AC IMPACTED WETLANDS #4 645 II � 1,130 0.03 AC IMPACTED WETLANDS #5 1,130 0.03 AC TEMPORARY IMPACTED WETLANDS #5 I � � 238,202 5.47 AC TOTAL IMPACTED WETLANDS 200,857 II TOTAL TEMPORARY IMPACTED WETLANDS 392 0.01 AC �o rn F ( I n a ANCHOR 1 SHOPS 51,444 SF / I 8.000 F JURISDICTIONAL WETLANDS AREA #4 TEMPORARY IMPACTED - WETLANDS AREA #5 -PROPOSED BRIDGE W/ J BOTTOMLESS CULVERTaw op I � ' 1 PROPOSED WITH - DUAL JURISDICTIONAL I I O ~ SHOPS II SHOPS REST 12,000 SF I I 8,000 SF ,168 4,3025 56i4 ® 55 47 111111111111111 ZrI 111111 11 T �1 �2 011 OP 4 1.18 AC. 1.18 AC. 1.57 AG. 1.28 AC. 0.68 AC. 1.51 AC. \ I H:\2016\NCR162015\DRAWINGS\EXHIBITS\NCR162015EX1-WETLANDS.DWG PRINTED BY: CBLENDERMANN 9.13.16 @ 4:26 PM LAST SAVED BY: CBLENDERMANN JURISDICTIONAL PROJECT NAME: GEYER MORRIS WETLANDS AREA #3 WESTERN BLV JACKSONVILLE, NC 0 125 250 1" = 250' > 50 LF STREAN IMPACT E 'C JURISDICTIONAL WETLANDS DATA SF AC JURISDICTIONAL WETLANDS #1 179,114 4.11 AC IMPACTED WETLANDS #1 159,384 3.66 AC JURISDICTIONAL WETLANDS #2 8,823 0.20 AC IMPACTED WETLANDS #2 8,823 0.20 AC JURISDICTIONAL WETLANDS #3 30,875 0.71 AC IMPACTED WETLANDS #3 30,875 0.71 AC JURISDICTIONAL WETLANDS #4 18,260 0.42 AC IMPACTED WETLANDS #4 645 0.01 AC JURISDICTIONAL WETLANDS #5 1,130 0.03 AC IMPACTED WETLANDS #5 1,130 0.03 AC TEMPORARY IMPACTED WETLANDS #5 392 0.01 AC TOTAL JURISDICTIONAL WETLANDS 238,202 5.47 AC TOTAL IMPACTED WETLANDS 200,857 4.61 AC TOTAL TEMPORARY IMPACTED WETLANDS 392 0.01 AC SHEET TITLE. WETLANDS EXHIBIT SHEET I OF 5 SCALE: DATE: CAD ID: PROJECT NUMBER: 1" = 250' 9113116 EX1-WETLANDS NCR162015 TI BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4011 WESTCHASE BLVD SUITE 290 PHONE: (919) 578-9000 FAX: (919) 703-2665 LEGEND PROPERTY LINE — — — — LIMITS OF OUT PARCELS WETLANDS IMPACTED WETLANDS TEMPORARILY IMPACTED WETLANDS PROPOSED PERVIOUS PAVEMENT SHEET TITLE. WETLANDS EXHIBIT SHEET I OF 5 SCALE: DATE: CAD ID: PROJECT NUMBER: 1" = 250' 9113116 EX1-WETLANDS NCR162015 TI BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4011 WESTCHASE BLVD SUITE 290 PHONE: (919) 578-9000 FAX: (919) 703-2665