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Home My WebLink About20181487 Ver 1_Response to USACE RFAI_20190311Strickland, Bev From: dlutheran@segi.us Sent: Monday, March 11, 2019 11:34 AM To: 'Beecher, Gary H CIV USARMY CESAW (US)' Cc: Coburn, Chad; Montalvo, Sheri A Subject: [External] RE: wetland impacts for Leland Commercial (UNCLASSIFIED) Attachments: Leland Commercial Response to USACE RFAI 3-11-19.pdf External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov Gary, Please find the response attached. We aren't sure exactly where the work within the wetland, for the utility crossing, is going to take place, so I told the engineer to include the entire area. Highly unlikely the full 0.127 -acre will be disturbed. Also, in case you needed the table in a format that you could work with: 2a. Site Name 2a1 Reason 2b. Impact type 2c. Type of W. 2e. Forested 2f. Jurisdiction 2g. Impact Area (AC) 1 Road Crossing P BHF Yes Corps 0.088 2 Road Crossing P BHF Yes Corps 0.128 3 Building Footprint P Small Basin Wetland Yes Corps 0.05 4 Building Footprint P Small Basin Wetland Yes Corps 0.002 RPW1 Road Crossing P RPW/Ditch Yes Corps 0.008 Temp Utility Utility Crossing T Basin Yes Corps 0.127 (P) Permanent (T) Temporary Total P Wetland Impact 0.268 Total P RPW Impact 0.008 Total T Wetland Impact 0.127 Total Impacts 0.403 Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington, NC 28412 Office: 910.452.2711 Mobile: 910.228.1841 (preferred) www.segi.us -----Original Message ----- From: Beecher, Gary H CIV USARMY CESAW (US) <Gary.H.Beecher@usace.army.miI> Sent: Monday, March 11, 2019 8:14 AM To: Dana A. Lutheran <dlutheran@segi.us> Cc: Coburn, Chad <chad.coburn@ncdenr.gov> Subject: wetland impacts for Leland Commercial (UNCLASSIFIED) CLASSIFICATION: UNCLASSIFIED 1 Dana, I'm working on the Leland Commercial NWP 29. The proposed wetland impacts for this project have still got me scratching my head. I've attached 2 pages to this e-mail. These include the proposed wetland narrative and the proposed wetland impact chart. These are the 2 updated pages that you recently sent me. I need an updated accurate number for: -permanent Wetland impact amount -Temporary wetland impact amount -Stream impacts -open water ditch impacts This should also include the proposed water line that will cause "temporary" impacts to wetlands. The temporary impacts will not have to be mitigated for. I need this information so I can determine if the proposed mitigation will be acceptable to offset the wetland loss. Thanks, Gary CLASSIFICATION: UNCLASSIFIED joutkern Environmental 6rouP, Inc. 5515 Soutk College }load, Suite E • Wilmington • Nortk Carolina 284i Z Ph: 9 i o.45z.z7 i i- rax: 9,o.+52.2599 • ww—gi— 5i'.G 11 March 2019 Electronic Mail Mr. Gary Beecher US Army Corps of Engineers (USACE) Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, NC 28403 Gary.H.Beecherkusace.army.mil RE: Leland Commercial Response to USACE Request for Additional Information (RFAI) Brunswick County, North Carolina (SAW -2005-1297) Dear Gary, Please accept this correspondence and accompanying attachments, as Southern Environmental Group, Inc.'s (SEGi) response to your emailed request for additional information dated 11 March 2019, which has been outlined below and followed by SEGi's response: The proposed wetland impacts for this project have still got me scratching my head. I've attached 2 pages to this e-mail. These include the proposed wetland narrative and the proposed wetland impact chart. These are the 2 updated pages that you recently sent me. I need an updated accurate number for: a) permanent Wetland impact amount b) -Temporary wetland impact amount c) -Stream impacts d) -open water ditch impacts This should also include the proposed water line that will cause "temporary" impacts to wetlands. The temporary impacts will not have to be mitigated for. I need this information so I can determine if the proposed mitigation will be acceptable to offset the wetland loss. In order to provide the information, you are requesting, Section D, of the PCN, needs to be revised. However, due to the fact that PCN was submitted electronically, revising it is not practicable. Therefore, the following table is intended to complete Section D and includes both tributaries and wetland proposed impacts : 2a. Site Name 2a1 Reason 2b. Impact type 2c. Type of W. 2e. Forested 2f. Jurisdiction 2g. Impact Area (AC) 1 Road Crossing P BHF Yes Corps 0.088 2 Road Crossing P BHF Yes Corps 0.128 3 Building Footprint P Small Basin Wetland Yes Corps 0.05 4 Building Footprint P Small Basin Wetland Yes Corps 0.002 RPWI Road Crossing P RPW/Ditch Yes Corps 0.008 Temp Utility Utility Crossing T Basin Yes Corps 0.11 (P) Permanent (T) Temporary Total P Wetland Impact 0.268 Total P RPW Impact 0.008 Total T Wetland Impact 0.127 Total Impacts 0.403 Leland Commercial Resnonse to USACE RFAI I have attached the site plans that illustrate the impacts listed within the above table (see Attachment 1). The Applicant intends to mitigate for 0.268 -acre of wetlands, at a 2:1 mitigation to impact ratio. I have requested the credit reservation letter, from the mitigation bank, and will forward upon receipt. It is SEGi's hope that the information submitted within and attached to this letter is sufficient to satisfy the USACE's RFAI. However, should you still have questions or concerns, please feel free to contact me directly, at 910.228.1841. As always, thank you for your time and assistance with this project. We look forward to hearing from you. Sincerely, Dana A. Lutheran SEGi Regulatory Specialist Enclosures (1) cc: Mr. Chad Coburn — NC DWR WiRO (robb.mairsgncdenr. og_v) Ms. Sheri Montalvo — NC DWR Raleigh (sheri.montalvo(&ncdenr.gov) 2 JC RENTALS, LLC #0460003902 DB. 2098 PG. 34 IZONING: C—LD / I / I / II JC RENTALS, LLC I #0460003901 DB. 2075 PG. 832 ZONING: C—LD I II II I I I ANNE F. PINTO #04600039 DB. 152 PG. 505 I ZONING: C—LD II I i c� ME?gRY� l ZONE ZONE Attachment 1 to USACE RFAI 3-11-19 KEVIN & D DUFFY #046000480048 05 \ I \ I 7 PG. 0671 ZONING: SBR -6000 I \ \ I \ I� w \ C�hoi,t�iv 1 DB. 416�A EREZ WEISS I \ 01 DB. 039670 PG.00533 I \ 1 I •�` U) \ �d Ij ZONING: SBR-6000to I \ 1 I I BETTY H. SIMMONS \ \ #3007OPG81226 \\ \ MC. H PG. 129 \ CSS ZONING: SBR -6000 ® \ \ \ STOR ` \\ \ CULV ERE (33 MARK SNOWDEN ` I I TCH �r #046LA059 �C \ � A DB. � �� 02202 PG. 0018 30' ZONING: SBR -6000 �n \ \\ 59 V \ d RIPARIAN � � ars WIDT � \\ \ BUFFER I I \ \\ DRNINAMEAs \ �pER MC. R KIMBERELY J FOWLER \ 1 \ #046LA060 DB. 01108 PG. 0675 1 \ 2 t�NF WiL[ZONING: SBR -6000 x3 — }SAI €LA — — — — B .� ss ss L_ r------- TPARCEL I + 1.141 AC- 1 I I 1 I I IX 18' No. Revision Date B 1 REVISED PER CORPS COMMENTS 12/14/18 MNH MNH 000062 / SIF SF AC101 AC #4 79 IN 0.002 AC Sff2riO*# 33r, 3011 Hall OUTPARC L 2 +1.28A VIN \�✓ iI I LAM ORIGIN M; mu �n I OUTPARC Vfnr 59 I I TPARCEL 5 X47 AC ._ • I _ M-M�M \� - \FMFM - I — �— U9 HIGHWA 17 SOUTH BOUND LANDS r HIGHWAY 17 ` �y PUBLIC R/W (WIDTH VAMS) US HIGHWAY 17 pUMM R/W (WIDTH VAHQS) -- ------------------- ( NORTH BOUND LAM — — Designer MNH Scale AS SHOWN Drawn By Date MNH OCTOBER, 2018 Checked By ,#27• MNH 000062 / SIF SF AC101 AC #4 79 IN 0.002 AC Sff2riO*# 33r, 3011 Hall TPARCEL 5 X47 AC ._ • I _ M-M�M \� - \FMFM - I — �— U9 HIGHWA 17 SOUTH BOUND LANDS r HIGHWAY 17 ` �y PUBLIC R/W (WIDTH VAMS) US HIGHWAY 17 pUMM R/W (WIDTH VAHQS) -- ------------------- ( NORTH BOUND LAM — — Designer MNH Scale AS SHOWN Drawn By Date MNH OCTOBER, 2018 Checked By Job No. MNH 000062 GRAPHIC SCALE 100 0 50 100 zoo 1 inch = 100 ft. BRUNSWICK COUNTY LE LAND COMMERCIAL - GIS - NORTH CAROLINA BUSTER DEVELOMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 PROPOSED WETLAND IMPACTS #1 3,841 I aWM17 LLC / #2 5,528 BWER17 LLC I 000062 / 0392 DB. 03920 PG. 0619 SF ZONING., C -LD BUSTER DEVELOMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 PROPOSED WETLAND IMPACTS #1 3,841 SF aWM17 LLC AC #2 5,528 x 3 .98 Off. 7 0�lM 081!1 0.128 AC #3 . ZONING: C -LD COAREAN SF 0.050 AC #4 79 SF 0.002 AC 30 C A S B RAP 28 --RI 28 R P S D 8 R VI YS WR 0+00 0+50 1+00 1+50 FM A N;111AD Po1L ------------ � -0— — BUSTER DEVELOMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 PROPOSED WETLAND IMPACTS #1 3,841 SF 0.088 AC #2 5,528 SF 0.128 AC #3 2,158 SF 0.050 AC #4 79 SF 0.002 AC TOTAL 11,606 SF 0.268 AC DITCH IMPACTS #1 352 SF 0.008 AC PORI Cl I Y CONSUL I ING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 40 38 36 34 32 30 34 XI TING 34 32 GRADE D 32 30 30 28 28 16 26 OPE E 4 C LVERT OVED 0+00 0+50 SECTION A -A 111=50' PROPOSED GRADE 36 36 34 34 32 32 EXISTING GRADE 30 30 28 28 CLASS B 26 RI R AP 26 M IN PROPOSED SEWER 0+00 0+50 1+00 SECTION B -B 111=50' WATER MAIN PR POSED STORM C LVERT 0+00 0+50 1+( GAE 40 38 36 34 32 PROPOSED 30 4" FORCE MAIN PROPO ED 8" GRAVITY SEWER SECTION C -C 111=50' 1+50 PROPOSED GRADE WATIFIR M I 38 38 36 36 348' HDPE 34 EXISTING C L ERT GRADE 32 32 30 30 C A S B RAP 28 --RI 28 R P S D 8 R VI YS WR 0+00 0+50 1+00 1+50 SECTION D -D 111=50' ESIGN - NOT RELEASED FOR WETLAND IMPACTS Sheet No. C-4.3 0 0 QU I— W W W ZZ J 7 LU LU U cry Q Attachment 1 to USACE RFAI 3-11-19 I I 1 1 �— 0 1 TEMPORARY UTILITY IMPACTS %0 4. (5,520 SF N 0.13 ACRES) Al AIR RELEASE 2— 8 45° 2_ 8" 45• I I (WVLANDS� MANHOLE BENDS BENDS 8" GATE VALVE I I I 4- ," BENDS 2 & BOX I I n---NCDOT R/W FENCE 16+00 1 I 17+00 18+ — - �,. � r —FM r rM FM c'ry nHP CONC PP Foc r 0 At=DRI:L4-lNEE7 60 65 0 (V �+ M. 44 42 40 38 36 34 32 30 28 26 24 wF- m W -�-Z AO HP P HP A OHP 4M41�� C �L� W W -� 45 12" CMP EE OF ASPHALT INV 39.94 CONCRETE BRIDGE SLAB (CONCRETE) 0 Ln I 50' UTILITY EASEMENT PER B.E.M.C.� (2) 8" 45° BENDS � 11 1 p� 1�✓ 1 O I1 EX SS MH RIM=41.17 1 Q INV= 30.82 RIGHT OF WAY PER MAP \\ ` CABINET 25, PAGE 69 1\ \ - 27+00 FM FM .- - -- —_ �- :- ---_ -- _ I—OHP , w1i FOC 00 .... ice•._ a _! _„ EDGE OF ASPHALT-/ N GUARDRAI LJ U.S. 17 (OCEAN HIGHWAY EAST) (R/W WIDTH VARIES) AY -PER NW41\11Ds + + -PAIOE� 1777 Revision Designer MNH >- Drawn By Date >-I OCTOBER, 2018 Checked By Job No. MNH [if < ry QI 0 0 z Z� M Mi � DI Z H Z -J UJ Ld o0 Z 46 I = ao I M 44 J Q II lol a E (ISITIG Z 42 XI TI G GRAE FBR0TI GAE A V RF XITI NI—EP . 0 4G -_ INDOLLAR IN LA IN Ji 38 A TI EE — 0 LA 36 , 45- B IND 34 BIIIEND32 9 X-17 TRANSITION4 I A14D DET 30 E EAI OB TO —IW: "HE -'RT F 28 E E AI EXISTING 26 2' » C O --J 24 O NJ RES R I T 31 ' ±—]--LLL �FOrC� YAIN FUSIBLE PVC BY HORIZONTAL DIRECTIONAL DRILL 22+00 23+00 24+00 25+00 26+00 27+00 28+00 16+00 17+00 18+00 19+00 20+00 21+00 Revision Designer MNH Scale AS SHOWN Drawn By Date MNH OCTOBER, 2018 Checked By Job No. MNH BRUNSWICK COUNTY LE LAND COMMERCIAL NORTH CAROLINA BUSTER DEVELOPMENT, LLC 214 QUILON CIRCLE WILMINGTON, NC 28412 °°CARp ��N o 00000080 °�i ° �o oFESS/p� SEAL 019742 o° 000, �N°° 00000000000 GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. GENERAL NOTES Adhere to the following items in the Construction of the force main and appurtenances unless noted: 1. Existing utiIitiesare located onplans approximately. Notify utilitylocating servicesas least 48 hours priorto commencing construction activity. Contractor responsible for verifying the exact location of these existing utilities. The cost to repai rthese faci I ities if damaged, shall bethe responsibility ofthe Contractor. Coordinate with utility owners as necessary. Costs associated are incidental. 2. Contractor shall contact the NC Department of Transportation prior to any work within NCDOT Right-of-way. The NCDOT District Engineer for this project is Ben Hughes, (910) 398-9100. 3. Temporarily remove minor items as required forthe installation ofthe utility. Minor items shall include, but not be limited to, existing signs, mail boxes, storm sewer pipes, shrubs (under 6 ft in height), and trees (under 3 inch in dia.). Reinstall items to their original condition. Include cost in the per foot ofthe cost ofthe force main. 4. Contractor shall verify the horizontal and vertical location and size of existing utilities a minimum of 300 feet in advance of laying activities. Notify the Engineer immediately if a potential conflict arises between the existing and proposed utilities, 5. Provide plastic identification tape for all new mains per specifications. Tape shall be buried continuously directly above the main an eighteen (18) inches below finished grade. In addition, tracer wire shall be used to mark all PVC pipe, per specification. The wire shall be affixed to the pipe and tied off on valves. 6. Provide positive uniform grade for the main towards air release valves in all cases. 7. Air release valves must beat high points along the main. The locations indicated on the drawings maybe adjusted to meet this requirement upon approval ofthe Engineer. Air release valves located within C/A portions of NCDOT roads shall be installed at RM/ lines (0' offset). 8. Provide concrete thrust blocks at fittings in addition to restrained joints, unless otherwise noted. 9. Installation ofthe force main shall be open cut unless otherwise noted on the plans. 10. Minimum vertical separation between natural gas main, gas service lines and water main shall be 2'-0". Contractor shall expose all natural gas mains and gas service line to a depth of 2'-0" below existing gas lines prior to installation of new force main. 11. As required by the NCDOT encroachment agreement, the Contractor shal survey the existing ditches in the areas to be affected by the util ity installation at a distance not to exceed 100 ft, to include grade breaks with tie-in to existing pipes. This survey shall be provided to NCDOT with corresponding benchmark documentation prior to commencement of any construction within NCDOT right-of-way. See Special Provisions #6 of NCDOT Encroachment Agreement. 12. Requirements set forth in NCDOT Encroachment Agreements must be met and supersede all other requirements. 13. Restraining glands for restraining PVC/Fusible PVC pipe to fittings shall be approved by pipe manufacturer. No restraints that point load the pipe will be allowed. PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 FORCEMAIN PLAN/PROFILE Sheet No. C-6.7