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HomeMy WebLinkAbout20201350 Ver 1_USACE Permit_20210112Strickland, Bev From: Beecher, Gary H CIV USARMY CESAW (USA) <Gary.H.Beecher@usace.army.mil> Sent: Tuesday, January 12, 2021 12:57 PM To: david@sgvi.com Cc: dlutheran@segi.us; Mairs, Robb L Subject: [External] signed NWP 29 for the Meridian Forest Subdivision project in Supply, Brunswick County, NC (SAW-2020-02025) Attachments: SAW-2020-02025 NWP 29.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. ALCON, I've attached the signed NWP 29 for the Meridian Forest Subdivision project in supply, Brunswick County, NC. USACE Project ID: SAW-2020-02025 Please contact me if you have any questions about this project or about the USACE Regulatory Program. Respectfully, Gary U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2020-02025 County: Brunswick County U.S.G.S. Quad: Lockwoods Folly GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Address: Telephone Number: E-mail Address: Size (acres) Nearest Waterway USGS HUC Robert Huckabee Acquisition Holdings, LLC 232 Causeway Drive, Suite 2A Wrightsville Beach NC, 28480 (910)343-8200 david(&sgvi.com 45 acres Scotts Branch 03040208 Nearest Town Supply, NC River Basin Lower Pee Dee Coordinates Latitude: 33.992634 Longitude:-78.210899 Location description: This proiect known as "Meridian Forest Subdivision" is located on Hwy 211 in Supply, Brunswick County. (Parcel ID: 1850002102) Description of projects area and activity: This proiect will use a NWP 29 to impact (4) wetland areas that equal 0.058 acres (2594 SO FT). The proiect will also permanently impact 102 LF and temporarily impact 10 LF of Tributary for associated road crossings and site work. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number and/or Nationwide Permit Number: 29 Residential Development SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated January 12, 2021. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Gary Beecher at (910) 251-4694 or Gary.H.Beecher(a)usace.army.mil. SAW-2020-02025 BEECHER.GARY.H. Digitally signed by BEECH ER.GARY.H.1052973208 Corps Regulatory Official:1052973208 Date:2021.01.12 12:50:41-05'00' Date: January 12, 2021 Expiration Date of Verification: NWP 29 will expire on March 18, 2022 A. Determination of Jurisdiction: 1. ® There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean Water Act (CWA) (33 USC & 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC & 403). This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hvdrologv of waters of the United States. 2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 4. ❑ A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may request an approved JD, which is an appealable action, by contacting the Corps for further instruction. 5. ® The aquatic resources within the above described project area have been identified under a previous action. Please reference the approved jurisdictional determination issued November 18, 2015. Action ID: SAW-2006-41723. B. Basis For Jurisdictional Determination: Approved JD Issued on November 18, 2015. Based on the Approved JD there are wetlands and Waters of the US on this site. C. Remarks: D. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above). If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Philip Shannin, Appeal Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by N/A. SAW-2020-02025 It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. Corps Regulatory Official: Gary Beecher Date of PJD: January 12, 2021 Expiration Date of JD: PJD does not expire The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at http://corl2smgpu.usace.army.mil/cm_apex/Pp=13 6:4:0. Copy furnished via e-mail to: Consultant: Dana Lutheran Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington NC, 28412 (910)228-1841 dlutheran(&segi.us :Y\.�6TIyTISIi�Iy.Ly SPECIAL CONDITIONS 401 Water Quality Certification: If a 401 Water Quality Certification from the North Carolina Division of Water Resources is required, then the permittee shall provide the Corps with a copy of the required certification or waiver of certification from the state prior to proceeding with the work in waters of the U.S. The permittee shall comply with all conditions of the state certification. 2. Erosion Control: The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). 3. Work Limits: All work authorized by this permit shall be performed in strict compliance with the attached permit plans dated January 12, 2021, which are a part of this permit. The Permittee shall ensure that the construction design plans for this project do not deviate from the permit plans attached to this authorization. Any modification to the attached permit plans must be approved by the U.S. Army Corps of Engineers (Corps) prior to any active construction in waters or wetlands. 4. Temporary Impacts Restoration Measures: Within thirty (30) days of the date of completing the authorized work, the Permittee shall remove all temporary fills in waters of the United States and restore the affected areas to pre -construction contours and elevations. The affected areas shall be re -vegetated with native, non-invasive vegetation as necessary to minimize erosion and ensure site stability. Follow the proposed Restoration Plan that was submitted with this application. Action ID Number: SAW-2020-02025 County: Brunswick County Permittee: Project Name: Date Verification Issued: Project Manager: Robert Huckabee Acquisition Holding LLC Meridian Forest Subdivision January 12, 2021 Gary Beecher Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Gary Beecher Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date LOCH 71ON MAP NOT TO SCALE 17 N 1502- ., Supply Lemon SITE I \ ,5 Crossroads\ I EXISTING DIRT ROAD TO BE IMPROVED FOR CONSTRL AND TO BE RETAINED AS PEDESTRIAN PATHWAY. SEE DETAIL STREAM IMPACT #2 &WETILANB`II IRAC SA= 250 125 0 250 500 750 SCALE IN FEET. • 1 "= 250' OPOSED UTILITIES TO BE DIRECTIONAL BORE BENEATH STREAM. SEE DETAIL (SEE 5 OF 6) C— Ass- 1100 FT STREAM BUFFER Impact Summary Wetland Impact #1 1532 SF / 0.035 AC Perm Wetland Impact #2 922 SF / 0.021 AC Perm Wetland Impact #3 60 SF / 0.001 AC Perm Wetland Impact #4 80 SF / 0.001 AC Perm Total Wetland Impact 2594 SF / 0.058 AC Perm Stream Impact #1 A Stream Impact #1 B Stream Impact #2 Total Perm Stream Impact Total Temp Stream Impact 83 LF Perm 10 LF Temp 19 LF Perm 102 LF 10 LF CSL ENGINEERING LICENSE ,/ C-2710 ENGINEERING LAND PLANNING COMMERLTAL / RESIDENTIAL P.O. Box V41 Nl/mington, NC 28406 (910J 791-4441 Mi flit Heil oFU 2 W Q ac,uZ C) �Q? w y /NI /C: 11/16/lV NW. 3fSCN& /•_ffip' NW.PT. E* N/A DRANK BY. JGI C I rM BM NSR PRO.ECT Na: 05-0051 2 CY CL II RIPR WFINi141fla►l 1 +00 2?-IM.02 PROFILE VIEW GRADE \ �� F LL PROPOSED HEADWALL• & WINGWALLS- IE = 29.0 2 CY CL II RIPRAP SEE DETAIL (THIS SHEET) CULVERT 1 50 LF 18" CL III RCP GROUND O PLAN VIEW SCALE IN FEET. 1 "= 50' IMPACT AREA 1,532 SF an' i F= HEADWALL LENGTH 5' MIN. 0 000�0 000000 000WIDTH )00000( 0000 RIPRAP DIMENSION DETAIL NOT TO SCALE RIP RAP DIMENSIONS STRUCTURE L X W X D CLASS QTY CULVERT 1 9' X 6' X 1' ll 2 CY C.SD ENGINEERING LICENSE / C-2710 ENGNEERING LAND PLANNING COMMERGAL / RES/OLNTIAL P.O. Box 4041 WDm llgl)- NC 28405 ("o791-4441 I 0 jU,i 0 Z� 2 J iV QV Z � g Lo C~i) w Ong ¢o� �WQ= y 0 m Y C K 0 Z w 5 2.5 0 5 10 15 DATE 11/1 /20 50 25 0 50 100 150 .,. � ` '•"'' DRAWN BY.," MCKM Or HST PRa"T Na: 05-OM HORIZONTAL SCALE IN FEET.• 1 "= 50' VERTICAL SCALE IN FEET. 1 "= 5' 2 � 6 30.00 20.00 I MT wFri aNn 'ADE IMPACT AREA 922 SF IE = 32. v RIPRAP PROPOSED HEADWALL & WINGWALLS ZOUND 1+00 1+95.16 PROFILE VIEW CULVERT 2 55 LF 24" CL 111 RCP PLAN VIEW SCALE IN FEET. 1 "= 50' CY CL 11 RIPRAP :E DETAIL (THIS SHEET) & WINGWALLS LENGTH 5' MIN. ° o 0°'° U��,, " o°U°o° WIDTH 00000 U°U°° RIPRAP DIMENSION DETAIL NOT TO SCALE RIP RAP DIMENSIONS STRUCTURE L X W X D=CLASSQTY CULVERT 2 9' X 6' X 1' ll 2 CY WL ENGINEERING LICENSE / C-2710 MYNEERING LAND PLANNING COWERCYAL / RE-90EN7IAL P.O. Box 4041 W.bgton, NC 28406 (910) 791-4"1 e�7 Q W � -ccI o %J kill 0 Z� F Q W U. O^m o om� W 22 �y W y 0 m 0 W C 5 2.5 0 50 25 0 5 10 15 50 100 150 DATE. if/13/20 1m me 1•"„ Mr. SLAW 1, DRAMN BM lSI/ CHECKED BY: HSR PROJECT Na: 05-001 HORIZONTAL VERTICAL SCALE IN FEET.• 1 "= 50' SCALE IN FEET. 1 "= 5' CONSTRUCTION SEQUENCE. 1. HAVE EXISTING UTILITIES LOCATED BY LOCATOR SERVICE 2. INSTALL BY—PASS PUMPING COMPONENTS J. INSTALL SILT FENCING AROUND STOCKPILE LOCATION 4. EXCAVATE MATERIAL NEEDED TO INSTALL NEW PIPE. 5. INSTALL HEADWALLS 6. INSTALL CONNECTING PIPE TO HEADWALLS 7. BACKFILL OVER PIPES WITH APPROVED MATERIAL PER BRUNDWICK COUNTY SPECIFICATIONS. 8. HAUL OFF ANY UNSUITABLE OR SURPLUS EXCAVATED MATERIAL. 9. SEED ALL AREAS OF DISTURBANCE CONSTRUCTION NOTES. 1. WORK WILL NOT TAKE PLACE WITHIN THE STREAM WITHIN 48 HOURS OF A STORM EVENT THAT IS ANTICIPATED TO PRODUCE OR PRODUCES MORE THAN 1" OF RAIN WITHIN A 24 HOUR PERIOD. 10 FT TEMPORARY\ ' STREAM IMPACT 40.00 i I Impact Area B TEMP. IMPERVIOUS BARRIER/ ROCK DAM 30.00 20.00 N N 1+00 Impact Area A FINISHED GRADE LIMIT STREAM / I IMPACT 40.00 WALL LENGTH 8' o ono°o o°o°o° WIDTH U°°U° RIPRAP DIMENSION DETAIL NOT TO SCALE RIP RAP DIMENSIONS STRUCTURE L X W X D CLASS QTY CULVERT 3 2' X 15' X 1' ll 14 CY TEMP. IMPERVIOUS BARRIER/ ROCK DAM 51 LF 30" CL /I/ RCP 20% BURIED PER DWR 20.00 o rn O C) N N 04 F ,:I� �Iyli; PROFILE VIEW CULVERT 3 51 LF 30" CL 111 RCP INTAKE HOSE IMPERVIOUS BARRIER/ ROCK DAM (TO BE REMOVED AFTER CULVERT INSTALLMENT) PROPOSED BYPASS PLAN VIEW SCALE IN FEET. 1 "= 50' F BYPASS PUMP DETAIL, E = 25.0 14CYCLd —SEE DETAIL SCALE IN FEET: 1 "= 50' SECTION VIEW WASHSTONE 1' THICK ON FACE OF DAM i[I w w 2:1 SIDE � SLOPE MAX. P SHEET) 'OUS BARRIER/ BE REMOVED AFTER VERT INSTALLMENT) SEDIMENT BAG BYPASS HOSE ROUTE VARIES 5'MINIMUM CROSS SECTION Practice 6.63.3 NOT TO SCALE 5 2.5 0 5 10 15 50 25 D 50 100 150 HORIZONTAL SCALE IN FEET.• 1 "= 50' VERTICAL SCALE IN FEET. 1 "= 5' Atli �L ENGINEERING LICENSE �' C-1710 LNpNLER/NC LAND PLANNING couuErraAL /aEsrBENnAL P.O. Bar 4041 1{Ammgton, NC 18406' (9f0J 791-f441 �I � W P 0 W= W �0- o�a� � N az w 3��m O y 0 >00000( :i_j Z DALE 11/13/`10 WT. suee r• - r DRAW B1' JSlll pkGY(ED BY.' NSR 4 � 6 40.00 MOR 20.00 10.00 00 Qo To FINISHED GRADE APPROXIMATE BORE PIT 100 FT STREAM BUFFER APPROXIMATE I 10 IT PROPOSED PROPOSED 8" P 3" PI LL0 N I'7 N 1 +00 2+00 PROFILE VIEW APPROXIMATE BORE PIT 40.00 STREAM � 30.00 20.00 'C WATER MAIN C SS FORCE MAIN 10.00 3+00+21.62 100 FT STREAM BUFFER (2) ±170 LF DIREC11ONAL BORES FOR PROPOSED WATER AND SS FORCE MAINS. PROPOSED 8" PVC WATER MAIN PROPOSED 3" PVC SS FORCE MAIN PLAN VIEW SCALE IN FEET. 1 "= 50' CSD ENGINEERING lJrYMW t 0-2710 ENGINEERING LAND PLANNING COMMERCAL / RE MENRAL P.O. Box 4041 110001)0 NO 28406 ("o791-4441 e# �! os Sig, o W [ U 0 LL. *21 0 �Q � g ¢ �¢ co a •r w w Lux5z g z O c; o Q z chid y ¢ 0 m Y W 0 W 5 2.5 0 5 10 15 DAZE "^'I° 50 25 0 50 100 150 mm sale r-m' '°"'°"�' DRAW Sr .ASV CHECKED Br HST 1 "= 50' PRQECT Na: 08-00f HORIZONTAL SCALE IN FEET.• VERTICAL SCALE IN FEET. 1 "= 5' 5 a 6 I 1 40.00 1 30.00 1 20.00 1 10.00 APPRO PROP ' EX. EA I (2)48" R TO BE 121 PS IRIED 0 o o r-� n N n rn o N N 40.00 (IMATE STREAM � 3ED IMPROVED ACCESS ROAD ?THEN CAUSEWAY / DIRT ROAD 30.00 20.00 00 00 o6 N 1 +00 2+00 2+90.92 PROFILE VIEWS 40.00 j LLB/ 19 INV EL 2 9 CY CL II RIPE SEE DETAIL (THIS SHE I EXISTING 25 LF 30" CULVERT TO BE REPLACED WITH (2) 25 LF 48" CL III RCP IN ORDER TO HANDLE WEIGHTED CONSTRUCTION EQUIPMENT TRAFFIC. EL: 23 9 � 40.00 LIMIT STREAM IMPACT 19 LF WETLAND IMPA� # �1 tin CF / n nnl A SCALE IN FEET 1 "= 50' 100 FT STREAM BUFFER CAUSEWAY UTILIZED AS CONSTRUCA BECOME A I INITIAL SITE PROPOSED IMPROVED ACCESS ROAD EXISTING EARTHEN CAUSEWAY LENGTH 30.00 30.00 , 9 0 (2) 48" RCPS o 0 0 TO BE BURIED 20% o 0�>Q000 o°°°°° WIDTH n n n 9 CY CL II RIPRAP (�"0 `°' 0 o c 0 20.00 N 1 +00 Ka 0l 1+51.81 RIP RAP DIMENSIONS STRUCTURE L X W X D CLASS QTY (2)48" RCPS 19' X 12' X 1'1 19 CY RIPRAP DIMENSION DETAIL NOT TO SCALE 5 2.5 0 5 10 15 50 25 0 50 100 150 HORIZONTAL SCALE IN FEET.• 1 "= 50' VERTICAL SCALE IN FEET. 1 "= 5' CSD ENGINEERING ULENSE / C-2710 ENGNEERING LAND PUNNING WMERGAL I RMDMnAL P.D. Box 4o41 NAmington, NC 28" (910) 791-4441 ,��,._� IERT.. 1' _ r DRANK B)- JSM CKCAW B1` NSR PR0.ECT Na: 05—Ml sn.n m 6 a 8