20200972 Ver 1_USACE Permit_20201215 (2)

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2020-00558 County: Onslow U.S.G.S. Quad: NC-Sneads Ferry

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: A. Sydes Construction, Inc. Agent: Thomas Engineering
Anthony Sydes John Thomas
100 Carolina Plantations Blvd 1316-B Commerce Drive
Jacksonville, NC 29546 New Bern, NC 28562

Size (acres) 98.93 Nearest Town Sneads Ferry
Nearest Waterway Fullard Creek River Basin Onslow Bay
USGS HUC 03020302 Coordinates Latitude: 34.539167
Longitude: -77.399722

Location description: Property is located south of the intersection of Old Folkstone Road and Ennett Lane in Sneads Ferry,
Onslow County, North Carolina.

Description of projects area and activity: This verification authorizes the discharge of fill material into 0.014 acre of wetland and
82 x 6 linear feet of stream impacts for the installation of a double 72 linear foot 36” reinforced concrete pipes and 5 linear feet
of rip rap outlet protection for the construction of a residential subdivision and associated infrastructure.

Applicable Law(s): ܈Section 404 (Clean Water Act, 33 USC 1344)
܆Section 10 (Rivers and Harbors Act, 33 USC 403)

Authorization: NWP 18. Minor Discharges

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 11/2/2020, and the enclosed plans Wetland Fill & Vegetated Impacts Sheets 1-6
dated 10/26/2020. 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 auth ority 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 [phone]) 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, at [phone].

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 Rachel Capito at (910)-251-4487or [e-mail].

Corps Regulatory Official: _____________________________________________________Date: 12/15/2020
Expiration Date of Verification: 03/18/2022
CAPITO.RACHEL.ANN.1536276
790
Digitally signed by
CAPITO.RACHEL.ANN.1536276790
Date: 2020.12.15 15:08:57 -05'00'
SAW-2020-00558
SPECIAL CONDITIONS

1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit authorization.

2. 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 authorized 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).

COPYRIGHT © 2020 BY THOMAS ENGINEERING P.A.ALL RIGHTS RESERVED. THESE DRAWINGS AREINSTRUMENTS OF SERVICE AND AS SUCH REMAIN THE PROPERTY OF THOMAS ENGINEERING P.A.NEITHER THIS DOCUMENT NOR ANY PART OF THISDOCUMENT MAY BE REUSED, REPRODUCED ORTRANSMITTED IN ANY FORM OR BY ANY MEANS,ELECTRONIC OR MECHANICAL INCLUDING BUT NOTLIMITED TO PHOTOCOPYING, MICROFILMING ANDRECORDING, OR BY ANY INFORMATION STORAGEAND RETRIEVAL SYSTEM, WITHOUT PERMISSION INWRITING FROM THOMAS ENGINEERING P.A.(11" X 17")civil engineeringzland developmentzproject managementTHOMAS ENGINEERING, PA241,'%6A5%#.'#55*1900929'6.#0&(+.. 8')'6#6'&+/2#%65(149+0&21+06'57$&+8+5+100146*%#41.+0#50'#&5('44;105.19%1706;190'4 &'8'.12'4#5;&'5%105647%6+10+0%%#41.+0#2.#06#6+10$.8&,#%-5108+..'0%8+%+0+6; +0&':2.#0&#6'5*''6QHGRAPHIC SCALE40040002008+%+0+6;/#2Know what'sRWINDPOINTESUBDIVISION SITEžFINAL DRAWINGSReleased for permits only,not released for construction.GENERAL NOTES1. BOUNDARY AND WETLANDS INFORMATION IS AS PROVIDED ON THE"BOUNDARY & WETLANDS SURVEY - 192 ENNETT LANE, SNEADS FERRY,NC 28460" AS PREPARED BY HERBERT J. NOBLES, JR., PLS (L-2703).2. THE 404 WETLANDS LINE AS SHOWN HEREIN IS AS PER ARMY CORPS OFENGINEERS APPROVED JURISDICTIONAL DETERMINATION ACTION ID:SAW-2020-00558.3. THE BLUE LINE STREAMS AND ASSOCIATED VEGETAGED SETBACKS ARESHOWN HEREIN ARE AS PER THE NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY STREAM DETERMINATION # ONSLOW 2020-001.4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NOGRID FACTORS APPLIED.5. PROPERTY ADDRESS = 192 ENNETT LANE, SNEADS FERRY, NC 28460.6. DEED REFERENCE = DEED BOOK 5022, PAGE 958.7. PARCEL ID = 007057.8. PIN = 428801196422.9. TOTAL SITE AREA = 4,309,391 SF (98.93 AC).10. TOTAL SITE WETLANDS AREA = 15.36 ± AC11. THE EXISTING SITE IS GENERALLY WOODED PROPERTY.12. ELEVATIONS ARE BASED ON NAVD 1988.13. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.14. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" ASPER FLOOD INSURANCE RATE MAPS 3720428800J AND 3720428900J, DATEDNOVEMBER 3, 2005 AS ESTABLISHED BY FEMA. ADDITIONALLY, PORTIONSOF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" AS PERPRELIMINARY FLOOD INSURANCE RATE MAPS 3720428800K AND3720428900K, PRELIMINARILY DATED JUNE 30, 2016 AND PROPOSED TO BEEFFECTIVE ON JUNE 19, 2020, AS ESTABLISHED BY FEMA.THIS REPORT INNO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.15. BUILT-UPON AREA SUMMARY:PROJECT IS A COMBINATION OF HIGH-DENSITY ("THE SHORES") ANDLOW-DENSITY ("THE CLIFFS") SUBAREAS (MASTER PLAN OFDEVELOPMENT)."THE SHORES SUB-AREA (130 LOTS) =a. TOTAL AREA = 46.30 ± ACb. TOTAL IMPERVIOUS AREA = 16.66 ± AC.c. TOTAL PERCENT OF IMPERVIOUS COVER = 36.0 % ±.d. TOTAL PROJECT GREEN SPACE = 70.2 % ±."THE CLIFFS" SUB-AREA (43 LOTS) =a. TOTAL AREA = 52.63 ± ACb. TOTAL IMPERVIOUS AREA = 6.29 ± AC).c. TOTAL PERCENT OF IMPERVIOUS COVER = 12.0 % ±.d. TOTAL PROJECT GREEN SPACE = 88.0 % ±.CURRENT PROJECTBOUNDARYENNE
T
T
L
A
N
E
OLD FOLKSTONE ROADCHADWICK ACRES RDSITE 'A' - SHEET 2SITE 'B' - SH
E
E
T

3
WHITE SHOAL WAYWINDMILL LIGHT WAYNANTUCKET TRAILLOOKOUT LAN
E
NUBBLE
C
O
U
RTTYBEE TRAILCOLCHESTER REEF RUNCAPE BLANCO CT.')'0&Ä+/2#%6#4'#5Ä241215'&.165Ä41#&9#;ȫÄ241215'&%1061745Ä':+56+0)%1061745Ä#52*#.6#4'#5Ä9'6.#0&.+0'Ä241215'&5614/&4#+0Ä6'/214#4;5+.6('0%'##'Ä6'/29#66.'%*'%-&#/Ä241215'&9#6'4/#+05Ä241215'&5'9'4/#+05##'##'SS-#Ä241215'&.16.+0'5Ä241215'&&+6%*.+0'5Äž8')'6#6'&5'6$#%-5Ä$.7'Ä.+0'564'#/ȫÄ564'#/6121($#0-LDÄ.+/+651(&+5674$#0%'Ä24124+24#25.12'2416'%6+104GXKUGF
5KVGž#žCAPITO.RACHEL.ANN.1536276790Digitally signed by CAPITO.RACHEL.ANN.1536276790 Date: 2020.12.15 15:09:38 -05'00'
LOT 17326593 sf 0.61 acSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSSSSSSFFMFMLDLDLDLDLDLDLDLDLDL
D
LD
D
LD
LD
LDLDLDLDLDLDLDLDPumARVSSSSSSSSwater Wetion Basin #213+0014+0015+0016+0032+008' MBL25'MBL15' MBLR=230'White Shoal Way60' R/W PUBLIC (20' EP-EP, COLLECTOR)TAPER civil engineeringzland developmentzproject managementTHOMAS ENGINEERING, PA241,'%6A5%#.'#55*1900929'6.#0&(+.. 8')'6#6'&+/2#%65(149+0&21+06'57$&+8+5+100146*%#41.+0#50'#&5('44;105.19%1706;190'4 &'8'.12'4#5;&'5%105647%6+10+0%%#41.+0#2.#06#6+10$.8&,#%-5108+..'0%2.#0 241(+.'5+6'ž#ž&#6'5*''6QHKnow what'sRFINAL DRAWINGSReleased for permits only,not released for construction.GENERAL NOTES1. BOUNDARY AND WETLANDS INFORMATION IS AS PROVIDED ON THE"BOUNDARY & WETLANDS SURVEY - 192 ENNETT LANE, SNEADS FERRY,NC 28460" AS PREPARED BY HERBERT J. NOBLES, JR., PLS (L-2703).2. THE 404 WETLANDS LINE AS SHOWN HEREIN IS AS PER ARMY CORPS OFENGINEERS APPROVED JURISDICTIONAL DETERMINATION ACTION ID:SAW-2020-00558.3. THE BLUE LINE STREAMS AND ASSOCIATED VEGETAGED SETBACKS ARESHOWN HEREIN ARE AS PER THE NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY STREAM DETERMINATION # ONSLOW 2020-001.4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NOGRID FACTORS APPLIED.5. PROPERTY ADDRESS = 192 ENNETT LANE, SNEADS FERRY, NC 28460.6. DEED REFERENCE = DEED BOOK 5022, PAGE 958.7. PARCEL ID = 007057.8. PIN = 428801196422.9. TOTAL SITE AREA = 4,309,391 SF (98.93 AC).10. TOTAL SITE WETLANDS AREA = 15.36 ± AC11. THE EXISTING SITE IS GENERALLY WOODED PROPERTY.12. ELEVATIONS ARE BASED ON NAVD 1988.13. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.14. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" ASPER FLOOD INSURANCE RATE MAPS 3720428800J AND 3720428900J, DATEDNOVEMBER 3, 2005 AS ESTABLISHED BY FEMA. ADDITIONALLY, PORTIONSOF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" AS PERPRELIMINARY FLOOD INSURANCE RATE MAPS 3720428800K AND3720428900K, PRELIMINARILY DATED JUNE 30, 2016 AND PROPOSED TO BEEFFECTIVE ON JUNE 19, 2020, AS ESTABLISHED BY FEMA.THIS REPORT INNO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.15. BUILT-UPON AREA SUMMARY:PROJECT IS A COMBINATION OF HIGH-DENSITY ("THE SHORES") ANDLOW-DENSITY ("THE CLIFFS") SUBAREAS (MASTER PLAN OFDEVELOPMENT)."THE SHORES SUB-AREA (130 LOTS) =a. TOTAL AREA = 46.30 ± ACb. TOTAL IMPERVIOUS AREA = 16.66 ± AC.c. TOTAL PERCENT OF IMPERVIOUS COVER = 36.0 % ±.d. TOTAL PROJECT GREEN SPACE = 70.2 % ±."THE CLIFFS" SUB-AREA (43 LOTS) =a. TOTAL AREA = 52.63 ± ACb. TOTAL IMPERVIOUS AREA = 6.29 ± AC).c. TOTAL PERCENT OF IMPERVIOUS COVER = 12.0 % ±.d. TOTAL PROJECT GREEN SPACE = 88.0 % ±..')'0&Ä+/2#%6#4'#5Ä241215'&.165Ä41#&9#;ȫÄ241215'&%1061745Ä':+56+0)%1061745Ä#52*#.6#4'#5Ä9'6.#0&.+0'Ä241215'&5614/&4#+0Ä6'/214#4;5+.6('0%'##'Ä6'/29#66.'%*'%-&#/Ä241215'&9#6'4/#+05Ä241215'&5'9'4/#+05##'##'SS-#Ä241215'&.16.+0'5Ä241215'&&+6%*.+0'5SEE PROFILEA-A BELOW3586 SF VEG. SETBACK DISTURBANCE(11" X 17")GRAPHIC SCALE4040020(11" X 17")GRAPHIC SCALE (HOR)4040020(11" X 17")GRAPHIC SCALE (VER)1010053971 SF VEG. SETBACK DISTURBANCE82 LF STREAM DISTURBANCEÄž8')'6#6'&5'6$#%-5Ä$.7'Ä.+0'564'#/ȫÄ564'#/6121($#0-LDÄ.+/+651(&+5674$#0%'Ä24124+24#25.12'2416'%6+104GXKUGF
5KVGž#žCAPITO.RACHEL.ANN.1536276790Digitally signed by CAPITO.RACHEL.ANN.1536276790 Date: 2020.12.15 15:10:11 -05'00'
civil engineeringzland developmentzproject managementTHOMAS ENGINEERING, PA241,'%6A5%#.'#55*1900929'6.#0&(+.. 8')'6#6'&+/2#%65(149+0&21+06'57$&+8+5+100146*%#41.+0#50'#&5('44;105.19%1706;190'4 &'8'.12'4#5;&'5%105647%6+10+0%%#41.+0#2.#06#6+10$.8&,#%-5108+..'0%2.#0 241(+.'5+6'ž$ž&#6'5*''6QHKnow what'sRFINAL DRAWINGSReleased for permits only,not released for construction.GENERAL NOTES1. BOUNDARY AND WETLANDS INFORMATION IS AS PROVIDED ON THE"BOUNDARY & WETLANDS SURVEY - 192 ENNETT LANE, SNEADS FERRY,NC 28460" AS PREPARED BY HERBERT J. NOBLES, JR., PLS (L-2703).2. THE 404 WETLANDS LINE AS SHOWN HEREIN IS AS PER ARMY CORPS OFENGINEERS APPROVED JURISDICTIONAL DETERMINATION ACTION ID:SAW-2020-00558.3. THE BLUE LINE STREAMS AND ASSOCIATED VEGETAGED SETBACKS ARESHOWN HEREIN ARE AS PER THE NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY STREAM DETERMINATION # ONSLOW 2020-001.4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NOGRID FACTORS APPLIED.5. PROPERTY ADDRESS = 192 ENNETT LANE, SNEADS FERRY, NC 28460.6. DEED REFERENCE = DEED BOOK 5022, PAGE 958.7. PARCEL ID = 007057.8. PIN = 428801196422.9. TOTAL SITE AREA = 4,309,391 SF (98.93 AC).10. TOTAL SITE WETLANDS AREA = 15.36 ± AC11. THE EXISTING SITE IS GENERALLY WOODED PROPERTY.12. ELEVATIONS ARE BASED ON NAVD 1988.13. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.14. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" ASPER FLOOD INSURANCE RATE MAPS 3720428800J AND 3720428900J, DATEDNOVEMBER 3, 2005 AS ESTABLISHED BY FEMA. ADDITIONALLY, PORTIONSOF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" AS PERPRELIMINARY FLOOD INSURANCE RATE MAPS 3720428800K AND3720428900K, PRELIMINARILY DATED JUNE 30, 2016 AND PROPOSED TO BEEFFECTIVE ON JUNE 19, 2020, AS ESTABLISHED BY FEMA.THIS REPORT INNO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.15. BUILT-UPON AREA SUMMARY:PROJECT IS A COMBINATION OF HIGH-DENSITY ("THE SHORES") ANDLOW-DENSITY ("THE CLIFFS") SUBAREAS (MASTER PLAN OFDEVELOPMENT)."THE SHORES SUB-AREA (130 LOTS) =a. TOTAL AREA = 46.30 ± ACb. TOTAL IMPERVIOUS AREA = 16.66 ± AC.c. TOTAL PERCENT OF IMPERVIOUS COVER = 36.0 % ±.d. TOTAL PROJECT GREEN SPACE = 70.2 % ±."THE CLIFFS" SUB-AREA (43 LOTS) =a. TOTAL AREA = 52.63 ± ACb. TOTAL IMPERVIOUS AREA = 6.29 ± AC).c. TOTAL PERCENT OF IMPERVIOUS COVER = 12.0 % ±.d. TOTAL PROJECT GREEN SPACE = 88.0 % ±.SEE PROFILEB-B BELOW606 SF WETLAND FILLSITE 'B'(11" X 17")GRAPHIC SCALE2020010(11" X 17")GRAPHIC SCALE (HOR)4040020(11" X 17")GRAPHIC SCALE (VER)101005.')'0&Ä+/2#%6#4'#5Ä241215'&.165Ä41#&9#;ȫÄ241215'&%1061745Ä':+56+0)%1061745Ä#52*#.6#4'#5Ä9'6.#0&.+0'Ä241215'&5614/&4#+0Ä6'/214#4;5+.6('0%'##'Ä6'/29#66.'%*'%-&#/Ä241215'&9#6'4/#+05Ä241215'&5'9'4/#+05##'##'SS-#Ä241215'&.16.+0'5Ä241215'&&+6%*.+0'5Äž8')'6#6'&5'6$#%-5Ä$.7'Ä.+0'564'#/ȫÄ564'#/6121($#0-LDÄ.+/+651(&+5674$#0%'Ä24124+24#25.12'2416'%6+104GXKUGF
5KVGž#žCAPITO.RACHEL.ANN.1536276790Digitally signed by CAPITO.RACHEL.ANN.1536276790 Date: 2020.12.15 15:10:45 -05'00'
civil engineeringzland developmentzproject managementTHOMAS ENGINEERING, PA241,'%6A5%#.'016615%#.'0929'6.#0&(+.. 8')'6#6'&+/2#%65(149+0&21+06'57$&+8+5+100146*%#41.+0#50'#&5('44;105.19%1706;190'4 &'8'.12'4#5;&'5%105647%6+10+0%%#41.+0#2.#06#6+10$.8&,#%-5108+..'0%41#&9#; &4#+0#)'&'6#+.5&#6'5*''6QH.')'0&Ä+/2#%6#4'#5Ä241215'&.165Ä41#&9#;ȫÄ241215'&%1061745Ä':+56+0)%1061745Ä#52*#.6#4'#5Ä9'6.#0&.+0'Ä241215'&5614/&4#+0Ä6'/214#4;5+.6('0%'##'Ä6'/29#66.'%*'%-&#/Ä241215'&9#6'4/#+05Ä241215'&5'9'4/#+05##'##'SS-#Ä241215'&.16.+0'5Ä241215'&&+6%*.+0'5Äž8')'6#6'&5'6$#%-5Ä$.7'Ä.+0'564'#/ȫÄ564'#/6121($#0-LDÄ.+/+651(&+5674$#0%'Ä24124+24#25.12'2416'%6+10FINAL DRAWINGSReleased for permits only,not released for construction.COMPACTED SUBGRADE2.0%2.0% NOTES:1. PAVEMENT WIDTHS, RIGHT OF WAYS, ROADWAY DIMENSIONS, AND PAVEMENT DESIGNS SHALL BE ASSHOWN HEREIN UNLESS OTHERWISE SPECIFIED. WHERE DISCREPANCIES OCCUR, IF ANY, CONTACTTHE ENGINEER FOR DIRECTION.2. ALL SUBGRADE SHALL BE FIELD COMPACTED, PROOFROLLED, AND/OR TESTED FOR DENSITY ASPROVIDED IN THE SPECIFICATIONS PRIOR TO PLACEMENT OF ANY PAVEMENT SECTION MATERIALS ORCURB AND GUTTER.(TYP.)(TYP.)LABEL12DESCRIPTIONDEPTHWIDTH21.5"6"20'21'SF 9.5B ASPHALT SURFACE COARSECRUSHED AGGREGATE BASE COARSEMATERIALSLABELADESCRIPTIONWIDTHBC20'6'7'EDGE OF PAVEMENTSTABILIZED EARTHEN SHOULDERDITCH FRONT SLOPEDIMENSIONSD7'DITCH BACK SLOPEE60'RIGHT OF WAY (TOTAL)11" / FT(TYP.)31515131DITCH CENTERLINE TO FOLLOWPLAN PROFILE GRADEMAX.MIN.RIGHT OF WAYDITCH CENTERLINE TO FOLLOWPLAN PROFILE GRADERIGHT OF WAYNATURAL GROUND (TOP SLOPE)ABBCCDDEMIN.MAX.5151MIN.MIN.3131MAX.MAX.6"1" / FT(TYP.)TYPICAL ROADWAY SECTION"THE CLIFFS AT WINDPOINTE"PIPE O.D.COMPACTED SELECTBACKFILL WHERESPECIFIED TO BEINSTALLED IN 6" LIFTS AND95% MIN. DENSITYCOMPACTED BACKFILL IN 8INCH LIFTS AND 95% MIN.DENSITY OR AS SPECIFIEDBY THE ENGINEERNATURAL AREASASPHALT (TYP.)COMPACTED ABC STONEAS SPECIFIEDPAVED AREASPIPE O.D.COMPACTED BACKFILL IN 8INCH LIFTS AND 95% MIN.DENSITY OR AS SPECIFIEDBY THE ENGINEERTYPICAL STORM DRAIN TRENCHING DETAILSFULLY GRASS STABILIZEDNATURAL GROUNDMIN.D+1'-6"3'1'BASE D2' MIN.TYPICAL SWALE (S-#)Know what'sR4GXKUGF
5KVGž#žCAPITO.RACHEL.ANN.1536276790Digitally signed by CAPITO.RACHEL.ANN.1536276790 Date: 2020.12.15 15:11:31 -05'00'
civil engineeringzland developmentzproject managementTHOMAS ENGINEERING, PA241,'%6A5%#.'#55*1900929'6.#0&(+.. 8')'6#6'&+/2#%65(149+0&21+06'57$&+8+5+100146*%#41.+0#50'#&5('44;105.19%1706;190'4 &'8'.12'4#5;&'5%105647%6+10+0%%#41.+0#2.#06#6+10$.8&,#%-5108+..'0%'415+10%10641.&'6#+.5&#6'5*''6QH.')'0&Ä+/2#%6#4'#5Ä241215'&.165Ä41#&9#;ȫÄ241215'&%1061745Ä':+56+0)%1061745Ä#52*#.6#4'#5Ä9'6.#0&.+0'Ä241215'&5614/&4#+0Ä6'/214#4;5+.6('0%'##'Ä6'/29#66.'%*'%-&#/Ä241215'&9#6'4/#+05Ä241215'&5'9'4/#+05##'##'SS-#Ä241215'&.16.+0'5Ä241215'&&+6%*.+0'5Äž8')'6#6'&5'6$#%-5Ä$.7'Ä.+0'564'#/ȫÄ564'#/6121($#0-LDÄ.+/+651(&+5674$#0%'Ä24124+24#25.12'2416'%6+10FINAL DRAWINGSReleased for permits only,not released for construction.TEMPORARY SILT FENCESILT FENCE NOTES1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE AMINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BEFASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THEENGINEER.3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL BE OF THESELF-FASTENER ANGLE STEEL TYPE.4. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESSTHAN #9 WIRE STAPLES 1-1/2" LONG.VARIES AS DIRECTED BY ENGINEER8' MAXIMUMSTAY WIRES AT 12" INTERVALS MIN. 12-1/2 GAUGETOP STRAND 10GAUGE MIN.LINE WIRES 12-1/2GAUGE MIN.BOTTOM STRAND 10GAUGE MIN.26"36"FILL SLOPEGROUNDLINEWIREFILTER FABRIC8" MIN.24" STEEL6" MIN.EDGE OF PAVEMENTISOMETRIC VIEWPAVEMENTSHLD.BACKSLOPEDITCHSLOPECOIR FIBERWATTLEMATTINGSEE INSET ANOTES:1. USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.2. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.3.ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUNDWATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLETO WEDGE WATTLE TO BOTTOM OF DITCH.5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO AU-SHAPE NOT LESS THAN 12" IN LENGTH.6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OFWATTLE AND AT EACH END TO SECURE IT TO THE SOIL.7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NC DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS.8. WATTLES TO BE USED WHERE LONGITUDANAL DITCH/SWALE SLOPES DO NOTEXCEED 3% AND/OR AS SHOWN IN THE PLANS.TEMPORARY COIR FIBER WATTLECROSS SECTIONTRAPEZOIDAL DITCHCROSS SECTION VEE DITCHSEE INSET BTOP VIEWINSET BSTAPLESINSET AVARIESDOWNSLOPENATURAL GROUND2' UPSLOPESTAKE2' DOWNSLOPESTAKEMATTING2'(MAX.)STAKES12"(MIN.)6' (MIN.)2' (MIN.)MATTINGFLOWFLOWUPSLOPESTAKESTAKEFLOWRIP RAP TO EXTEND ONE FTABOVE TOP OF BANK12"1.5 X davg OF 6" MINIMUM BURYNON-WOVEN GEOTEXTILE FABRICRIP RAP APRONSEE STORM DRAIN TRENCHINGDETAIL FOR BEDDINGCONCRETE FLAREDEND SECTION(DIMENSIONS MAY VARY)NOTES:1. FLARED END SECTIONS MAY OR MAY NOT BE USED. REFER TOPLAN DRAWINGS AND/OR CONTACT THE ENGINEER FORFLARED END LOCATIONS.2. PIPE END TREATMENT WITHOUT FLARED END SECTION TO BEINSTALLED IN A SIMILAR FASHION TO THIS DETAIL.STORM PIPE OUTLETPROTECTION AND END TREATMENT2'DOWNSLOPESTAKENATURAL GROUND2' UPSLOPESTAKE2 IN.MATTINGTEMPORARY GRAVEL & RIP-RAP CHECK DAMPLAN9" MIN1.5' MINFILTER CLOTHFILTER CLOTHCLASS B RIP-RAPOR #57 WASHED STONE12" OF NCDOT #51.5'2' MAX ATCENTER4' TO 6'CROSS-SECTIONAL VIEWDESIGN CRITERIA1. KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OFTHE DAM.2. KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHESLOWER THAN THE OUTER EDGES AT NATURAL GROUNDELEVATION.3. KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER4. ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMSPLACES THE TOE OF THE UPSTREAM DAM AT THE SAMEELEVATION AS THE TOP OF THE DOWNSTREAM DAM.5. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TORESIST EROSION.6. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDEOF THE DAM WITH NCDOT #5 OR #57 STONE.7. KEY THE STONE INTO THE DITCH BANKS AND EXTEND ITBEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TOAVOID WASHOUT FROM OVERFLOW AROUND THE DAM.NOTES1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON AFILTER FABRIC FOUNDATION.2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOWNATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNELBANKS.3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEPWATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION ATTHE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OFTHE UPPER DAM.5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVYFLOW THAT COULD CAUSE EROSION.6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAMIS STABLE.7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERTENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGEOR BLOCKAGE FROM DISPLACED STONES.8. PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THEVELOCITY OF FLOW.9. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.10. SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA &MAINTENANCE.Know what'sR4GXKUGF
5KVGž#žCAPITO.RACHEL.ANN.1536276790Digitally signed by CAPITO.RACHEL.ANN.1536276790 Date: 2020.12.15 15:12:05 -05'00'
civil engineeringzland developmentzproject managementTHOMAS ENGINEERING, PA241,'%6A5%#.'#55*1900929'6.#0&(+.. 8')'6#6'&+/2#%65(149+0&21+06'57$&+8+5+100146*%#41.+0#50'#&5('44;105.19%1706;190'4 &'8'.12'4#5;&'5%105647%6+10+0%%#41.+0#2.#06#6+10$.8&,#%-5108+..'0%'415+10%10641.&'6#+.5&#6'5*''6QH.')'0&Ä+/2#%6#4'#5Ä241215'&.165Ä41#&9#;ȫÄ241215'&%1061745Ä':+56+0)%1061745Ä#52*#.6#4'#5Ä9'6.#0&.+0'Ä241215'&5614/&4#+0Ä6'/214#4;5+.6('0%'##'Ä6'/29#66.'%*'%-&#/Ä241215'&9#6'4/#+05Ä241215'&5'9'4/#+05##'##'SS-#Ä241215'&.16.+0'5Ä241215'&&+6%*.+0'5Äž8')'6#6'&5'6$#%-5Ä$.7'Ä.+0'564'#/ȫÄ564'#/6121($#0-LDÄ.+/+651(&+5674$#0%'Ä24124+24#25.12'2416'%6+10FINAL DRAWINGSReleased for permits only,not released for construction.3'NOTES:1. INSTALL THREE (3) COIR FIBER BAFFLESIN SILT BASINS AND SEDIMENT DAMS ATDRAINAGE OUTLETS WITH A SPACING OF14 OF THE BASIN LENGTH.2. TWO (2) COIR FIBER BAFFLES CAN BEINSTALLED IN SILT BASINS AND DAMSLESS THAN 20 FT. IN LENGTH WITH ASPACING OF 1/3 THE BASIN LENGTH.3. TOP HEIGHT OF COIR FIBER BAFFLESSHALL NOT BE BELOW BASE OFEMERGENCY SPILLWAY ELEVATION.TEMPORARY SEDIMENT BASIN DETAILCOIR FIBER BAFFLE DETAILSEDIMENT BASIN SIZING & TABULATIONSWATER ENTRY UNIT"C" ENCLOSUREARM ASSEMBLYPVC END CAPPVC ELBOWPVC END CAPPVC TEEPERSPECTIVE VIEWWATER SURFACEPVC VENTPIPESCHEDULE 40PVC PIPEORIFICEPLATEPVC TEESCHEDULE 40PVC PIPEFLEXIBLEHOSEEND VIEWFRONT VIEWNOTES:1. SKIMMER SHALL BE INSTALLED AS SOON AS BASIN,OUTLET POINT GRADING, AND OUTLET STRUCTUREIS INSTALLED AND SHALL REMAIN IN PLACE UNTILSUCH TIME THAT THE PROJECT GRADING ISCOMPLETE AND GROUND COVER ESTABLISHED.2. CONTRACTOR SHALL INSPECT THE SKIMMERDEVICE AFTER EVERY RAIN EVENT TO ENSURETHAT IT IS FUNCTIONING PROPERLY ANDWITHDRAWING WATER FROM THE WATERSURFACE. IN THE EVENT THAT THE SKIMMER ISNOT FUNCTIONING PROPERLY, THE CONTRACTORSHALL REPAIR PRIOR TO CONTINUANCE OFPROJECT GRADING OPERATIONS.BASIN SKIMMER DEVICEKnow what'sR4GXKUGF
5KVGž#žCAPITO.RACHEL.ANN.1536276790Digitally signed by CAPITO.RACHEL.ANN.1536276790 Date: 2020.12.15 15:12:48 -05'00'

Compensatory Mitigation Responsibility Transfer Form

Permittee: A. Sydes Construction, Inc., Anthony Sydes Action ID: SAW-2020-00558
Project Name: Windpointe Subdivision County: Onslow

Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee’s responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.

Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.

Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030001, White Oak River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
82
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.

Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030001, White Oak River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
156

Mitigation Site Debited: Bachelors Delight Mitigation Bank
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).

Section to be completed by the Mitigation Sponsor

Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.

Mitigation Sponsor Name:

Name of Sponsor’s Authorized Representative:

Signature of Sponsor’s Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
x Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
x Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for provid ing the mitigation requirements listed herein.
x Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee’s responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
x If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.

Comments/Additional Conditions: A letter from Bachelors Delight Mitigation Bank, confirming they are willing and able to
accept the applicant’s compensatory mitigation responsibility, dated 10/27/2020 was included with the preconstruction
notification.

This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC 27587 (email: [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.

USACE Project Manager: Rachel Capito
USACE Field Office: Wilmington Regulatory Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
Email: [e-mail]

12/15/2020
USACE Project Manager Signature Date of Signature

Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil
CAPITO.RACHEL.AN
N.1536276790
Digitally signed by
CAPITO.RACHEL.ANN.1536276790
Date: 2020.12.15 15:13:42 -05'00'

Action ID Number: SAW-2020-00558 County: Onslow

Permittee: A. Sydes Construction, Inc., Anthony Sydes

Project Name: Windpointe Subdivision

Date Verification Issued: 12/15/2020

Project Manager: Rachel Capito

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: Rachel Capito
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
or
[e-mail]

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