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HomeMy WebLinkAbout20191326 Ver 1_USACE Permit_20191113U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2015-01508 County: Alamance U.S.G.S. Quad: NC -Mebane GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Nova Triad Partners, LLC Attn: Andy Dreyfus Address: 206 North Spruce Street, Suite 2B Winston Salem, NC 27101 Size (acres) —34.5 Nearest Town Mebane Nearest Waterway UT to Little Haw Creek River Basin Cape Fear USGS HUC 03030002 Coordinates 36.070801,-79.284134 Location description: The pro*ect is located between South 5th Street and I-40, and between Mebane Airport Road and Terrell Street, at 1117 South 5th Street in Mebane, Alamance County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 147 linear feet of stream channel (128 linear feet are a loss of waters of the US from culvert fill, 19 linear feet are associated with a rip rap dissipater pad) and 0.025 acre of wetlands, and the temporary discharge of fill material into 23 linear feet of stream channel, necessary for the installation of one road crossing for The Villas on 5th residential development. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 29. Residential Developments SEE ATTACHED 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 enclosed Conditions, your application signed and dated 9/25/2019, and additional information provided via email on 11/4/2019, and the enclosed plans C1 1 of 2 and 2 of 2 dated 11/1/2019. 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 authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide 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 Morehead City, NC, at (252) 808-2808. 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 David E. Bailey at (919) 554-4884, Ext. 30or David.E.Bailey2Ausace.army.mil. Corps Regulatory Official: Date: 2019.11.1312:54:28 -05'00' Date: 11/13/2019 Expiration Date of Verification: 03/18/2022 SPECIAL CONDITIONS 1. Please note that this project is considered cumulative with all current and future phases of The Villas on 5th development with respect to compensatory mitigation and Nationwide Permit thresholds. As such, impacts permitted for this project (SAW-2015-01508) are considered cumulative with impacts proposed for future phases. Current cumulative impacts to waters of the US for The Villas on 5th single and complete project include permanent impacts (loss of waters) to 128 linear feet (0.015 acre) of stream channel and 0.025 acre of wetlands. This amounts to a total loss of waters of the US of 0.04 acre. Corps Regulatory Official: Expiration Date of Verification: 03/18/2022 Date: 2019.11.13 12:54:12-05'00' Date: 11/13/2019 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 the Customer Satisfaction Survey located at hqp:HcolpsmUu.usace.gM.mil/cm_Mex/Pp=136:4:0. Copy furnished: Michael Brame, Pilot Environmental, Inc, P.O. Box 128, Kemersville, NC 27285 Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 VILLAS ON 5TH STREET PARCEL DATA: PARCEL ID: 163985 & 164156 TOTAL ACREAGE: 35.11 AC. +/- DEEDREF: D.B. 3595,PG.904 D.B. 1117, PG. 221 PLAT REF: P.B. 71 PG. 288 EXISTING ZONING: CU R-6 _ EXISTING USE: VACANT PROPOSED USE: SINGLE FAMILY I TOTAL NUMBER OF UNITS: 106 III TOTAL LF OF STREETS: 6,549 LF I LOT DATA: 1 I II R-6 LOTS: 106 III DENSITY: 3.09 UNITS/AC. I AREA IN LOTS: 20.00 AC+/- AREA IN R/W: 7.78 AC +/- PUBLIC RECREATION SPACE REQUIRED: 1/35 AC/ LOT =106 LOTS/35 = 3.03 AC. f REQUIRED PRIVATE COMMON AREA/OPEN SPACE PROVIDED: 6.46AC,+/-(19.71%) LOT DIMENSIONAL REQUIREMENTS: R-61 MIN. LOTAREA=6,WOSF MIN. LOT WIDTH AT BUILDING LINE=56 FT. r TYPICAL. LOT WIDTH AT BUILDING LINE = 58 FT. MIN. LOT WIDTH AT STREET=35 FT. HRONT SETBACK = 20 FT. SIDE SETBACK = 5 FT. MIN. SEPARATION=I5 FT. j SIDE STREET SETBACK =10 FT. 1 I REAR SETBACK = 20 FT. WITH THE EXCEPTION OF LOTS 95-100, 1 I \ \ 1 REAR SETBACK OF LOTS 95-100 TO BE 15 FT. \I \ 1 \poq 1 ion GENERAL PLAN NOTES: II I THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING. 1 I TIMOTHY & MICHELE PAGE THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD PRIOR PARCELID: 163988 G. 599 TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. ZONED: 23,P&R-2 \ ZONED: MHP & R-20 THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY 1 1 RESIDENTIAL \ INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY. j i1 BOUNDARY TAKEN FROM SURVEY BY ALLRED LAND SURVEYING, PLLC. 1 IAMES & MARIA OAKLEY 1 PARCELID: 163773 I j NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC. D.B. ID34, PG. 466 ZONED: R-20 I THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN PER FIRM MAP 37109814001 EFFECTIVE DATE: VACANT SEPTEMBER 6, 2006 \ PROPOSED PROPERTY TO BE SERVED BY CITY OF MEBANE PUBLIC WATER AND SANITARY SEWER. ALL MARIE RAY \ 11 CONSTRUCTION TO BE TO CITY OF MEBANE AND NCDOT STANDARDS AND SPECIFICATIONS AS RE VOCABLE TRUST 1.1 APPLICABLE. PARCEL ID:163768 LL D.B. 2NED PG.7NCDO69 13 CONSTRUCTION DRIVEWAY PERMITS REQUIRED WITH BOND FOR ROAD IMPROVEMENTS, PRIOR TO ZONED: R-20 15 14 O 60 CONSTRUCTION.NCDOT ENCROACHMENTS AGREEMENT REQUIRED FOR UTILITY CONSTRUCTION, PRIOR VACANT TO CONSTRUCTION. 16 A FLOOD STUDY WILL BE PROVIDED ON ALL DRAINAGE WAYS HAVING A CONTRIBUTING AREA OF 5 \ _ ACRES OR MORE. \ 1 � 43 44 ZONINGSPECIALCONDITIONS:p- SITE: F 1. AT THE TIME OF DEVELOPMENT, THE PROPERTY OWNER IS TO FILE FOR VOLUNTARY ANNEXATION INTO THE CITY 19 OF MEBANE FOR PARCEL NUMBER 164156. 40 C 2. POSTED SPEED LIMIT FOR ALL INTERNAL STREETS TO BE 25 MPH WITH THE EXCEPTION OF CAMERON DRIVE. 3, THE PROPOSED AMENITIES INCLUDE AT A MINIMUM A COMMUNITY CABANA, POOL, GARDEN AREA, GREEN & OPEN SPACE. THE AMENITIES TO BE INSTALLED BEFORE THE FINAL PLAT IS RECORDED FOR PHASE 3. 4.THE DEVELOPMENT WILL PROVIDE A 6' PRIVACY FENCE ALONG THE REAR OF LOTS 76-81. THE FENCE SHALL BE ' 21 PLACED A MINIMUM OF IS' INSIDE OF THE PROPERTY LINE. THERE SHALL ALSO BE A 6' PRIVACY FENCE ALONG THE COMMON PROPERTY LINE WITH PARCEL N 164153, THE FENCE SHALL BE PLACED ON THE 10' TYPE "B" LANDSCAPE BUFFER RATHER THAN ON SAID PROPERTY LINE. S. BASED ON THE ON -SITE PRIVATE AMENITIES PROVIDED FOR ENJOYMENT OF THE COMMUNITY RESIDENTS, THE 22 APPLICANT REQUESTS THAT THE PUBLIC RECREATION AREA REQUIREMENT BE WAIVED FOR THE DEVELOPMENT 25 AND INCORPORATED WITH THE RE -ZONING CONDITIONS. 24 PHASE 2 CITY OF MEBANE ALAMANCE COUNTY, NORTH CAROLINA — �_ __ / — � •FFTHST• � I 6v9ICRIw \ I \ I I \� KEN & NANEY BERRY PARCELID: 163992 O.B. 1121,0 I / STEINBICKER ZONED:OFFCE I ow � MARIOLA LUCIANO OFFICE I PARCELID:163993 1 MAGGIE McGEE \D.B. 2692, PG. 793 PARCEL ID: 164153 �\ ZONED: O& I 1 i i D.B. 1155, PG. 243 \ VACANT ZONED: R-6 & R-20 RESIDENTIAL 78 \ 79�11, / $ NUDSWA \ \ � 74 58 pUg\ II11 11 73 EX. COMMON AREA „A„ p 1 O 1111\1Q1 MEBANE ARCELILIMITED :16415PARTNERSHIP PARCELID: 164155 55 \ D.B.PG. 405 P.B.60,60, PG.70 ZONED: / ' Z APARTMENTS 10 Ow 1 O 1�11 �11 0 0 54 0 9 A a 53 �u�111 1 - \I\\ I 1 72 8 v MEBANE LIMITED PARTNERSHIP IICRIw _ , _ s+ t 65 \11 O q / I I PARCEL ID: 164157 \ _ J p 1 409 O 1 O D.B.0, G. 2 52 1 \III Y � g` P.B.. 60, PG. 32 1� 71 m N / I ZONED: R-6 66 1 li\\ 6 / APARTMENTS m48 49 N\\ 111t. 70 / 0 46 1 COMMON q 8 33 0 PROP. _ DR COMMON/ NO pUBlIC RIw AREA' / © © 69 00 99 NupS Icaw 31 32 w o _ ............. � THE NCDOT. .. , 7. LOTS ADJACENT TO CAMERON LANE SHALL HAVE NO DIRECT ACCESS TO CAMERON LANE. SPECIFICALLY LOTS THREES INVESTMENTS, LT 6]-69 AND LOTS 95-100. PARCEL ID: 163757 CAMERDN 65 pUB X. D.B. 1399, PG. 802 • / STORMWATEI 8. THE DEVELOPER SHALL PROVIDE A REASONABLE ACCESS POINTTO CAMERON LANE EXTENSION FOR THE ADJOINING SOUTHERN PROPERTY AS APPROVED BY CITY OF MEBANE STAFF. THE ACCESS SHALL BE PROVIDED ASA 50, PUBLIC ZONED: R-20 VACANT '- +` / / POND RIGHT-OF-WAY THAT IS UNIMPROVED WITH 10' CONSTRUCTION EASEMENTS ON EACH SIDE FOR FUTURE CONSTRUCTION, AT NO COST TO THE CITY OR THE ADJOINING LAND OWNER FOR THE DEDICATION OF THE LAND. FUTURE COMMON ' / ARCHITECTURAL: AREA "G" I AREA RESERVED FOR FUTURE 1. HOMES MAY BE SLAB ON GRADE, CRAWL SPACE OR MAY HAVE A BASEMENT FLOOR DEPENDING ON DEVELOPMENT TOPOGRAPHIC CONDITIONS OR PROGRAM. PROP. EX. COMMON 2, HOMES WILL HAVE FRONT LOADED GARAGES. THE GARAGES MAY BE A ONE OR TWO CAR GARAGE. COMMON AREA"C" AREA "F" 3. HOME EXTERIORS MAY BE A COMBINATION OF MATERIALS SUCH AS BRICK, STONE AND HARDI-PLANK WITH MASONRY ACCENTS. NO VINYL SIDING. PROP. MARY GRAVES HEIRS PARCEL ID: 163986 4. HOMES WILL PROVIDE 30 YEAR ARCHITECTURAL SHINGLES. STORM WATER D.B. 85, PG. 373 ZONED: B-2 5. HOMES WILL PROVIDE PROJECTED EAVES. BMP VACANT THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. THESE DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REPRODUCED IN PART OR IN WHOLE WITHOUT THE SPECIFIC WRITTEN CONSENT OFTHEENGINEER. ©2019 STOLTZFUS ENGINEERING, INC. JAMES & LEAH PORTER REVOC TRUST PARCELID:163756 D.B. 3182, PG. 776 ZONED: M-1 VACANT MARTHA WADE \\ REV OC L ID 1 TRUST \ PARCEL ID: 63984 D.B .ONED:3056, G. 553 ZONED: 11- VACANT i I� / SITE VICINITY MAP 1" =1000' O F N W �W�//__� IEEII. �aawry N Fom oO �iOg3ZZO oza LLJ r a Ln = W Z O O a a " V Z 0._ Ozax z QQQQ©®o ORfi/P.N $ 11/Il I3`DRAWN BY: SDTOQ 95 / I / CHECKED BY: AIRS 'y DATE: 09/10/2019 PROJECTN0.: 2036.09 NO. REF. NO.: 9 a a / /� / tH�CAP 100 0 50 100 / \ C1 1"=100' 10F2 � 3 11113" PLUG T / \ (112" BLOW -OFF TH USTST ONC. THRUBLOCKING \ \ / ;TAP PAVEMENT UMI—N Q \ PI AL SE DINE O ION \ D 93 / 3, V y� / �v W \ \fDR \ham r L /^ / l�j E%. WETIAND! TEMP. STONE DAM RIP -RAP OUT CAMfRON DR. 83PROTECTION / 0 OTHTHRNST TO ��l BLOCKING(1)s"xfi"HYDRANTTEf x8"CROSS Oh�hQ •l..Rp \ , \2 \'DES/GNT\ / / DRANT WETLAND IMPACT M1R W/LONG. THRUST BLOCKINGP�F.r 2y \ 9 '� C � �"/p�n / ` / (1)FIREH (1) W/COY. THR W/CONC. THRUST BLOCKING / '• OnQN/ HC / ® 5'CHAINLINK FENCE / BLAIX COMMERCIALGRADE \ 'Y R:30 / \ \ �` 6'Yb /�/ IG pFo\ HrFSMr / �//! \ 98 \ \ Y&UTTllry/' 18uNDscan 20'IANDSC / &UTILITY ES \ gg \ (1)12"x6"TEE 7� (2112.V." ON. (11 S. G MJR. W/LONG. 10 / \ \ \ 'e✓T THRUSTBLOCKING METHOD ISEE DETAILTHIS SHEET) o TEMP. 'AN DRAG COFFERDAM 15'TEMPIMPACT 660 650 INV. EX, STREAM BED 42" RCP CULVERT# 48" RCP 635.38 CULVERT kl 633.38 INLET END WALL INV. EX. STREAM BED 02" RCP CULVERT N2 48"RCP NV. 632.0 CULVERT pl INV. 631.00 TOP OF RIP -RAP PAD TO BE PLACED 1' BELOW EX. STREAM BED AND MATCH CHANNEL WIDTH AND CROSS-SECTIOP FROM CULVERT Nl OUTLET END WALL RIP -RAP PAD CONCRETE END WALL SCHEMATIC DETAIL Ell NTS 1+00 MARY GRAVES HEIRS PARCEL I D: 163986 D.B. 85, PG. 373 ZONED: B-2 VACANT EX. STER POND SEE PHASE PLANS 9/ I (1)12"x6"HYD TEE I1)FIRE HYDRANT 1 ` / mUS .V. G M1RW/LONG. THRUST BLOCKING INV.: fi31.00 / I UTILITY E5MT �� 3 %* -� •� &UTILIT'ESMT. .. n.6 10'X70'SIGHT fSMT. B-4 END PHASE q)l"BLOW-OFF APE • T' �UN DID ESMT. TEE I 2A LURB INV.: 633.38 &UTILITY (1)12x8 (2)13 G.V. I316" G.V. C�- I I I V1RWPLUG /LONG. UST BLOCKING INV.: 635.38 MJR W/ . COLIC. -�--- / 147 LF PERMANENT 69 O 68 O THRUST BLOCKING 67 O I I � �9 � 13 3 Q 30 STREAM IMPACT (128 LF CULVERT IMPACT) (19 LF OUTLET PROTECTION) 5' CHAINLINK FENCE ON TOP OF END WALL CAMERON LN. STA. 0+00 TO STA 11+00 PROPOSED PIPE EARTH BERM O TEMPORARY ITYPJ CONSTRUCTION STREAM CROSSING CLASS RIP RAP 3 O FLOW — 5 -------MIN --_—_ SAND BAGS PROPOSED DISTURBANCE LIMITS EARTH BER PaN ITYP.1 POLYETHYLENE FABRIC PROPOSED ON FACE(8 MIL. THICK) 3' EARTH BERM MIN. (1VV') FROM TO PUMP TOP OF PU P JAN u u u u u u STREAM LOW — E%.INVTEMPORARY CREEK --'STONE DAM REMOVE SANDBAGS&FABRIC TO ALLOW FLOW THROUGH POLYETHYLENE FABRIC WHEN NOT PUMPING AROUND. SECTION A -A ON FACE IS ML. THICK) TEMPORARY CROSSING -"PUMP AROUND" FOR CULVERT INSTALLATION NOTES 1) EROSION STONE TO BE "CUSS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN. 2) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW SHOW N ON THE CONSTRUCTION PLANS. 3) MATERIAL SPECIFICATIONS SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL. (i.e. SAND, FINE GRAVEL, ETC.) CONSTRUCTION SEQUENCE FOR CULVERT CROSSING -PUMP AROUND 1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM. 3)INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PRE— BACKFLOW INTO CONSTRUCTION AREA, 3) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE CONSTRUCTION AREA. 4) INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER CONSTRCTION AREA BETWEEN TEMPORARY DAM USING TEMP. SEDIMENT TRAP. 5) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM. 6) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT WALL (SEED AIL THIS SHEET) (SEED ALL THIS SHEET) RIP -RAP PAD; TOP OF PAD TO BE FLUSH WITH INVERT SO NOT TO OBSTRUCT STREAM FLOW. CULVERT CROSS-SECTION #1 GENERAL NOTES: 1, PROPERTY TO BE SERVED BY CITY OF MEBANE PUBLIC WATER AND SEWER. 2. ALL CONSTRUCTION TO BE TO CITY OF MEBANE STANDARDS AND SPECIFICATIONS. 3. 5' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. AREA DETERMINED BY D.M.D. METHOD. 6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE OF PROPERTY. 7. THIS MAP 15 SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOR TO THE DATE OF THIS MAP W HIGH WERE NOT VISIBLE AT THE TIME OF INSPECTION. 8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 9. DIP SANITARY SEWER AND WATER PIPE TO CLASS 50. OLjj F a H W W LL o oanW U6 N _Y �FRZO m W O zhz g 0ia;,zo ozN3a 2 `L��L••TT V L/ Z LN N Z0 O" a w F_ Q L z O " z g OtaJQm — c`_ O 1 zzz GRAPHIC SCALE `�'Rs�`r�� 80 0 40 80 160 "'""' �%P� I �-M" C2 (IN FEET) 2 OF 2 1 inch =80 ft. Action ID Number: SAW-2015-01508 County: Alamance Permittee: Nova Triad Partners, LLC (Attn: Andy Dreyfus) Project Name: Villas on 5th / McGee Farm / 1117 South 5th Street / Mebane / Alamance County / residential Date Verification Issued: 11/13/2019 Project Manager: David E. Bailey 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: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or David.E.Bailey2@usace.army.mil 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 Determination of Jurisdiction: A. ❑ 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 hydrology of waters of the United States. B. ❑ 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. C. ® 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. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued _. Action ID: _. Basis For Determination: See the Approved Jurisdictional Determination form dated 11/13/2019. Remarks: None. E. 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. F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C above). This correspondence constitutes an approved jurisdiction determination for the above described site. 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: Phillip Shannin, 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 1/12/2020 . **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** i��'"" Date: 2019.11.13 Corps Regulatory Official: 12:53:03-05'00' David E. Bailey Date of JD: 11/13/2019 Expiration Date of JD: 11/13/2019 NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Nova Triad Partners, LLC (Attn: Andy DreyfusDLeyfusj File Number: SAW-2015-01508 Date: 11/13/2019 Attached is: See Section below PROFFERED PERMIT Standard Permit or Letter of ermission A RED PERMIT Standard Permit or Letter of ermission B DENIAL LAPPROVED C JURISDICTIONAL DETERMINATION D INARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.q=.mil/Missions/CivilWorks/Re ugulatoryProjzramandPermits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer Attn: David E. Bailey CESAD-PDO Raleigh Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 10M15 3331 Heritage Trade Drive, Suite 105 Atlanta, Georgia 30303-8801 Wake Forest, North Carolina 27587 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportuni to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137