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HomeMy WebLinkAbout20221617 Ver 2_RAI supporting docs_20231116y J NORTH 1 }1 N CAROLINA o Iz O HU i �1 r: ! .y C Y Project No: 70217432 Scale: 1:24, 000 File Name: Eastfield Dev Date: November 2023 5rAN-RAYRf,, EdIll nCIS nn Crossroads 1 Legend Project Study Area 0 1,000 2,000 4,000 BIG DADDY 5 RD Feet IF rracon Explore with us 2401 Brentwood Road, Suite 107 Ralei h, NC 27604 Phone: (919) 873-2211 Fax: (919) 873-9555 USGS Topographic Eastfield Development Legacy Farms Alternative Site Pikeville, Wayne County, North Carolina EXHIBIT NO. 1 is LV JS WA4" 5�" i W-r • Vas WaB Lv Ke Bb r ' r� J� WiB b • NoA GoIMM RUB Dr L-' �F - s� _ .'' WaB 1 tea'��»r r .i N o A _ _ y� NoS LY , l L LatKe 'LL - N A N Ir82 r T€ - NoA Wa ° r �y •� yam{ � - Yi4 f W$B • ._..... 1 yr`Go NOB Tw Ra �r Ly roy - y � 1 a �S t s _ Ly Legend jf i.Y -Y 0 Project Study Area NOA ,�+ �} r 1� Co Ra oA -P _ \1 %0 350 700 1,400 f� Go r Ly ----� f Feet N Project No: 70217432 Scale: 1:8,400 File Name: Eastfield Dev Date: November 2023 rracon Explore with us 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 Phone: (919) 873-2211 Fax: (919) 873-9555 NRCS Soil Survey Eastfield Development Legacy Farms Alternative Site Pikeville, Wayne County, North Carolina EXHIBIT NO. 2 Project No: 70217432 Scale: 1:8,400 File Name: Eastfield Dev Date: November 2023 Werracon Explore with us 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 Phone: (919) 873-2211 Fax: (919) 873-9555 National Wetland Inventory and National Hydrology Dataset Eastfield Development Legacy Farms Alternative Site Pikeville, Wayne County, North Carolina EXHIBIT NO. 3 U a O a) "J" 22.0 ._wp ITHEGATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. / OQ"_ 7 APPROX. SITE LOCATION a ' PAO -... V • ..,gf e fl y t~ ..�• .+. •1` r_ "Jl SITE LOCATION MAP 8! '" --V �jk ' r :** NOT TO SCALE EASTF/ELD S/TE DEVELOPABLEAREA SITE AREA: 307.17 AC WETLANDS AREA: 50.20 AC TRIBUTARY/BUFFER/AREA: 22.20 AC SCM AREA: 22.40 AC DEVELOPABLE AREA 212.37 AC S/TE DEVELOPABLE AREA SITE AREA: 290.83 AC WETLANDS AREA: 90.77 AC TRIBUTARY/BUFFER AREA: 3.19 AC SCS AREA: 17.90 AC DEVELOPABLE AREA 178.97 AC AVAILABILITY • LISTED IN MULTI -LIST - LOGISTICS • PARCEL SMALLER THAN EASTFIELD SITE • A MAJORITY OF THE SITE IS ZONED AIRPORT HEIGHT OVERLAY DISTRICT; ZONED FOR THIS TYPE OF PROJECT. • UTILITY INFORMATION UNAVAILABLE. RURAL LOCATION WILL REQUIRE SIGNIFICANT OFF -SITE IMPROVEMENTS • ONLY ACCESS TO THE SITE IS ANTIOCH ROAD WHICH IS A 2-LANE STATE ROUTE, SIGNIFICANT ROAD IMPROVEMENTS WILL BE REQUIRED. • SITE IS APPROXIMATELY 5 MILES FROM 1-795 AND 17 MILES FROM 1-95 • NO RAILWAY ADJACENT TO SITE; CLOSEST IS 5 MILES AWAY. • HYDRIC SITE SOILS EXISTING TECHNOLOGY • TOPOGRAPHIC FEATURES MAY REQUIRE EXTENSIVE EARTHWORK f_%r10T • ANTICIPATED OFF -SITE DEVELOPMENT COSTS EXORBITANT. SITE LEGEND 1 I HYDRIC SOIL �//�///RIVERINE W W W W WETLANDS IMPACTED WETLANDS SCM AREA DEVELOPABLE AREA NORTH GRAPHIC SCALE 0 125 250 500 ( IN FEET) 1 inch = 250 ft. 91 ry a LL 91 M z WW W a W_J Z zw z W J = � 07 zU > C� W U w o U > aZ W � i w w 0 Z w Q J J LL w ~¢ Q 0-1 O LU z O W W L90AAAA _ A CU OM d d d d d .1 U J J z Z W W ^� I..L 0 0 J J W W > > W W D o Q � N W J � W LL rY !U^ VJ p Ln N ` O O O , z Q W Q > Q z Q w Q w W=W a- =cn ANTIOCH ROAD ALT ANALYSIS EXHIBIT Project Number:46118-0000 Drawing Scale: 1 "=250' Date Issued: JULY 2023 1000 Index Number: -- Drawn By: SMP Checked By: ANS Project Manager: JS ALT-1 IN N 0 Tar -Pamlico River Basin Dawson Enfield .Crossxoa Quadrangle Quadr.. gle T, a - w I ` _ *,port N r ;'W O t0 �7 UI N JT !I , ! w I if' cNo N r N N O r N 2 c� U 0 Project Study Area Feet USGS 24K Grid Quadrangle 0 1,000 2,000 4,000 DATA SOURCES: USGS Topographic Survey; Enfield Quadrangle; HUC 8 Watersheds; ESRI - USGS Topographic Basemap; Project Study Area created from NC_OneMap dataset, Parcel # 0401640 Project No.: Topographic Project Location Exhibit Date: 6erracon Drawn By: Halifax County, North Carolina 1 GRS 2401 Brentwood Rd, Suite 107 Raleigh, NC 27604 Reviewed By: JWH PH. (919) 873-2211 terracon.com N " - II Tar -Pamlico River Basin 7 II I • an w N " N r N N O II II i O. t0 � O r` O N " N O N �I a c NI N N N These delineation results were reviewed and o approved by USACE on 10/24/2022. y This is not a replacement for a traditional o / survey and is suitable for preliminary planning a 2 purposes only and for use by surveyor to aid in 9 � locating flags. z Feet 0 Project Study Area 0' Potential Wetlands (74.16 ac.t) 0 300 600 1,200 Potential Tributary (455.78 LF.f) DATA SOURCES: Terracon - Wetlands and Waters; ESRI - World Imagery Hybrid Basemap; Project Study Area created from NC_oneMap dataset, Parcel # 0401640 Project No.: Potential Wetlands and Waters Exhibit Date: erracon Drawn By: �Rs Halifax County, North Carolina 3 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 Reviewed By: JWH PH. (919) 873-2211 terracon.com U a 0 a) "J" 22.0 ITHE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. L EASTF/ELD S/TE DEVELOPABLE AREA SITE AREA: 307.17 AC WETLANDS AREA: 50.20 AC TRIBUTARY/BUFFER/AREA: 22.20 AC SCM AREA 22.40 AC DEVELOPABLE AREA 212.37 AC S/TE DEVELOPABLE AREA SITE AREA: 204.44 AC WETLANDS AREA: 74.17 AC TRIBUTARY/BUFFER AREA: 0.57 AC SCM AREA 12.24 AC DEVELOPABLE AREA 117.46 AC AVAILABILITY • LISTED IN MULTI -LIST LOGISTICS • PARCEL SMALLER THAN EASTFIELD SITE. ADJACENT PROPERTY TO THE SOUTH IS ZONED COMMERCIAL, ALL OTHER ADJACENT PROPERTIES ARE RESIDENTIAL. • UTILITY INFORMATION UNAVAILABLE. • RURAL LOCATION WILL REQUIRE SIGNIFICANT OFF -SITE IMPROVEMENTS • NO ACCESS TO SITE CURRENTLY. ACQUISITION OF ADDITIONAL ADJACENT PARCEL NEEDED FOR ACCESS. • DEVELOPABLE AREA DOES NOT MEET THE NEEDS OF THE PROJECT • TRESTLE ROAD IS AN UNIMPROVED ROAD. • NEAREST HIGHWAY IS HIGHWAY 301. IT IS APPROX. 0.5 MILES AWAY AND IS 2-LANE. TRAFFIC IMPACTS ON THE HIGHWAY WOULD RESULT FROM THE PROJECT. • ACCESS TO RAILROAD ABUTS WETLANDS ALONG LENGTH OF THE PROPERTY. • 1-95 IS APPROX. 14 MILES FROM SITE. EXISTING TECHNOLOGY • TOPOGRAPHIC FEATURES MAY REQUIRE EXTENSIVE EARTHWORK COST • ANTICIPATED OFF -SITE DEVELOPMENT COSTS EXORBITANT. SITE LEGEND HYDRIC SOIL RIVERINE WETLANDS IMPACTED WETLANDS SCM AREA DEVELOPABLE AREA 91 a ry LL91 LL M Wz� z LLww LU LLI Z z �w z J = m a z � u �� t� W w2: �0 >w (YZ LLJ 0 Z Jw J LL a Q 0-1 O LU z O W LU L90AAAA _ A CU OM d d d d d .1 U J J Z Z W W � p O J J W W > > W LU D o p WN w ~� W LL O` 0 O Li N O �'rnQz2WQz w Q w W=W a- =cn PIPER LANE ALT ANALYSIS EXHIBIT NORTH Project Number:46118-0000 GRAPHIC SCALE Drawing Scale:ViewportScale Date Issued: JULY 2023 0 100 200 400 800 Index Number: -- Drawn By: SMP Checked By: ANS Project Manager: JS ( IN FEET) 1 inch = 200 ft. ALT-2 m 3 H m 2 X W Z W U) Of W Q m a� N O 3 0 @ U W c cc, W C)M C)> o,� 0 �Q U 10 a� .o EL C,, N CI I, N N ( m� �u c4 O ILE 22.0 • _ ' S/TE DEVELOPABLE AREAS � C/ ,` BLOCK A TOTAL: 19.00 AC Q # LLJ . DEVELOPABLE AREA 17.35 AC I i I w LJJ w 1* 0// /' 4V f BLOCK A l TOTAL: 3.79 AC 5i UJZ z _A r_ BLOCK B TOTAL: 13.17 AC r w - Ow BLOCK C TOTAL: 54.46 AC Q _ z / w I'I DEVELOPABLE AREA 51.64 AC LLJ U 1 / / BLOCK D TOTAL: 6.62 AC UJ BLOCK E TOTAL: 17.41 AC / DEVELOPABLE AREA 13.49 AC Q NOWBLOCK F TOTAL: 7.89 AC DEVELOPABLE AREA 1.13 AC 7 / / - / BLOCK H TOTAL: 12.82 AC DEVELOPABLE AREA 12.17 AC BLOCK K TOTAL: 2.32 AC BAWDY CREEK �' \\\ * BLOCK L TOTAL: 3.36 AC BLOCK A I �L�, DEVELOPABLE AREA 1.10 AC STREAM AND BUFFER - , / ;/ / BUFFER IMPACTS APPROVED BLOCK M TOTAL: 8.19 AC Al / /' � IMPACTS I \\ . / UNDER SEPARATE PERMIT \ BLOCK TOTAL. 27.97AC A \ 3.79 AC / j / I � =�,� I DEVELOPABLE AREA 12.19 AC � 19.00 AC WETLAND IMPACT APPROVED \\ BLOCK O TOTAL. 62.00 AC o // / UNDER SEPARATE PERMIT \\\ DEVELOPABLE AREA 60.19AC � BLOCK P TOTAL: 51.50 AC O o DEVELOPABLE AREA 43.11 AC W w I1 _ Y i 4�SEi5ACK \\\ ROADWAY COMMON AREA 16.67 AC z I I \ W / I I 33EiBACK TOTAL SITE AREA 307/ 17 AC o -` --- - I tl° � � �I I I \ TOTAL DEVELOPABLE AREA 212.37 AC � 17.41 AC ---= __=-� == - - - z�o� o o I _ I \ \ w MULTI -FAMILY _ // \ TRACT I � PROVIDENCE BLVD. II \ Q 1.006 ACRES OF 15.49ACRE5 BUFFER STREAM °-Y�`.. \ O O O O O O O O � o �� I \�i -- �� IiI°� ��� � I 0 - �J ' �1 - I II N IMPACT. 454 LF OF _ F =CD o T PROvl�� \\ �� �� �'' i = = I 62.00 AC STREAM IMPACT (UNT �� � �° �� "� ��o 13.17AC J ' 1i+i1 00 I --I = = ► i I o N , BAWDY REEK �� J FUTURE TO B C 7.89 AC I ,� a I �Q� �� G \ V DEVELOPMENT 12+UO I - v 2.02ACRES 12.82 AC I BLOCK E STREAM AND \six �� \ \ �; : .��� ,�_ 9.214 ACRES OF WETLAND �� C 6.62 AC �aRill DISTURBANCE BUFFER I M PACTS ��� J , / �0 ; ; \ 9+ _ WET POND C1 - I = - v 54.46 AC J 8+)0 BUFFER IMPACTS = ,, I _ 3o I 6+ a i ' x 97 AC o '•.: - � � p v .� : 27 DDDIIIN/4 I WET POND C2 1.50 AC � ' ,' � o o � 2x o BUFFER IMPACTS o \ 8.19 AC 00, w \ P. 0w (0 , ---. 4t.. Wr 2.32 AC . o � 1 l \ s Nj J \ GyW , (60 q y 70 / Ro o _q w 10 i \ ) ---------- (I a. 1 \ I I I / 1 I A. Ir I I I THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. o L 3.36 AC ivURTH GRAPHIC SCALE 0 150 300 600 ( IN FEET) 1 inch = 300 ft. U J J z z w w 0 O J J w w > > w w o c) Q W N w J U) U)p w LL O ` 0Ln O N O F.- rn Qz J 14� Q W Q > z Q < 2i 0- 0 ' w =� �Q� U EX -MASTER WETLAND MAP Project Number:46118-0000 Drawing Scale: 1" = 300' Date Issued: NOV 2023 1200 Index Number: -- Drawn By: SMP Checked By: ANS Project Manager: JS A auto parkin o q �z ----------- ------------------- � I -� II 130'-0"-4 N I I typ. 2 - 3 tenants each bldg. or single tenant. This conceptual design is based upon a preliminary review of e and on unverified and possibly incomplete site and/or building intended merely to assist in exploring how the project might be SCALE 1" = 100' 0 50 100 200 alternate Oation -- I - , I I �I 130'-0" X L I I I I � I I I I � I I � N I I XL I � t1, / / / � I I I / I I 160'-0" I CC � XLo 190'-0" / I I I I _ I %n 'PW 4 14 r� Via \ \ \ \ \ 1-1 N�*N \ \ \ \ \ AUTO STALLS \ 35' Q Q 0 v X 1 1 90'-0' 211,622 sf X 206,487 sf q 0 co X 75,971 sf ----------- I I I X 148,877 sf I x 123,292 sf 317,392 sf 0 X o M RAIL SPUR I X 155 614 sf ( \ \ \ 71,FS6 sf \ \ o \ \ X \ \ 47,751 sf X alternate +/-0 TRAILER STALLS 1517 375 sf \ \\ O/�'J�tlon. ��/ \ \ option. SITE PLAN EASTFIELD DEVELOPMENT SELMA, NC SCHEME 2 I AS177-20 1 07/21/2020 r PROJECT DATA: SITE AREA: GROSS: 171.21 AC 7,457,810 SF ARCO DESIGN/BUILD 01 INDUSTRIAL aRCOTECTS E U U ❑ -6 0_ 0 U) M 6 N C O C N C � a� � II (UM O to c O E O O N > 0 U _O wcf) �U m � o C:) U CDz CO L� CO (D � N did 22.0 . / / x / / I / / qr 16 RIP Ar �- / I. WIL 07 / r # BLOCK F TOTAL: 7.89 AC DEVELOPABLE AREA 1.13 AC / BLOCK H TOTAL: 12.82 AC • +/ / / / ,� _ `\ DEVELOPABLE AREA 12.17 AC / BLOCK K TOTAL: 2.32 AC _ BAWDY CREEK - - '\ BLOCK L TOTAL: 3.36 AC LL DEVELOPABLE BLOCK A AREA 1.10 AC STREAM AND BUFFER BUFFER IMPACTS APPROVED BLOCK M TOTAL: 8.19 AC Al / / IMPACTS / UNDER SEPARATE PERMIT BLOCKN TOTAL: 27.97AC 3.79 AC / j� / 15 DEVELOPABLE AREA 12.19 AC WETLAND IMPACT APPROVED \ BLOCK O TOTAL: 62.00 AC o 19.00AC // // .. UNDER SEPARATE PERMIT \ DEVELOPABLE AREA 60.19AC z BLOCK P TOTAL: 51.50 AC O z DEVELOPABLE AREA 43.11 AC > >N UJ W ROADWAY COMMON AREA 16.67 AC z E_ / / 30'SETBACK TOTAL SITE AREA 307, 17 AC o I _ _ o o I \, �'\ TOTAL DEVELOPABLE AREA 212.37 AC 11.41 AC // - ------ 9 uy Zoo, MULTI -FAMILY - PROVIDE I \ CU TRACT NCE < / \ BLVD. I I ` 15.49 ACRES a / J - -- 0 0.843 ACRES OF - r 1 �, \ O o ' -_ �� I ° I \ N M � LC) CO � W BUFFER IMPACT. t -- F B a �I � s� =� PROr��� F I 62.00 AC a) CD , 339 LF OF STREAM ®®� �E e10 �, ( 1 13.17 AC / , �""� IL X I N SITE DEVELOPABLE AREAS CIO) ,I 000-0 Q - - - - BLOCK A TOTAL. 19.00 AC LLJ Z DEVELOPABLE AREA 17.35 AC - -JP LJJ w BLOCK A 1 TOTAL: 3.79 AC UJ Z z - F 1# z J BLOCK B TOTAL: 13.17 AC 4= - Q U z ui I I U U BLOCK C TOTAL: 54.46 AC DEVELOPABLE AREA 51.64 AC LLI - 3 � w tn BLOCK D TOTAL: 6.62 AC J BLOCK E TOTAL: 17.41 AC LL Q DEVELOPABLE AREA 13 49 AC I M PACTS . ^/V� i�� FUTURE 7.89 AC / OQ - �� \ DEVELOPMENT - ° D \ 202ACRE5 � I II II I a / 12.82 AC I 7/ ��/i �I BLOCK E STREAM AND / _ M / �� _wqa I. I / 3.62 AC C it M I I L I I BUFFER IMPACTS _ ' �i \� ,, 2 i II :::: i ,J WET POND C1 i II %(( r• 54.46Ac ( \\ LLLj Ir BUFFER IMPACTS I - 0 I MEMO 8D i SETBACK cz \\ verso - �Row)�5 - L 1 AI -_ -� AC 41 WET POND C2 51.50 AC 8 E BUFFER IMPACTS E sr \` X. wry G'�' I jGywgY 8.19AC (ro--- 8C �ow) _ co 8B-------- 2.32 AC 8A 13 o - \ -- / (6 X Gywq y',�, Row) 11 " 4, I � ; ------------ I i l L r i \ I � � I i THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. Wetland a Area (SF) permanent Impacts (SF) Permanent Impacts (AC) temp Impacts (SF) temp Impacts (AC) Obtained Jurisdictional Det. (yes/no) 1 (previously approved) 465,276 19,024 0.437 0 0.00 YES 1A 25,903 0.595 0 0.00 2 28,444 3,495 0.080 0 0.00 YES 3 687,436 33,407 0.767 0 0.00 YES 4 236,601 18,874 0.433 0 0.00 NO 15 25,855 1,163 0.027 0 0.00 YES 13 3,408 616 0.014 0 0.00 YES Subtotal Eastfield -Adventure 1,447,020 85,495 2.353 0 0.00 8A 23,022 16,891 0.388 0 0.00 YES 813 16,788 4,195 0.096 0 0.00 8C 5,341 5,341 0.123 0 0.00 8D 3,887 160 0.004 0 0.00 8E 272 0.006 0 0.00 8F 2,659 2,659 0.061 0 0.00 Subtotal Selma 51,697 29,518 0.678 0 0.00 Total 1,498,717 115,013 3.031 0 0.00 5 (non -Jurisdictional) 9,612 9,612 0.221 0 0.00 YES L 3.36 AC PROPOSED JURISDICTIONAL STREAM IMPACT TABLE DESCRIPTION LENGTH (LF) AREA (SF) AREA (AC) M PACT F 97 1,783 0.041 IMPACT G 202 5,805 0.133 OUTFALL Al 10 62 0.001 OUTFALL A2 10 35 0.001 OUTFALL C1 10 26 0.001 OUTFALL C2 10 24 0.001 OUTFALL E1 10 77 0.002 OUTFALL E2 10 112 0.003 OUTFALL E3 10 115 0.003 OUTFALL E4 10 107 0.002 BUFFER IMPACT ZONE 1 (SF) ZONE 2 (SF) TOTAL (SF) BLOCK A - BASIN (GRAD ING/REVEGETATION) O 9,270 9,270 BLOCK C - WET POND C1 OUTFALL 630 420 1,050 BLOCK C - WET POND C2 OUTFALL 600 400 1,000 BLOCK E - OUTFALLS AND ROAD 13,197 6,944 20,141 CROSSINGS BLOCK E - EXISTING IMPACTS (EXISTING ROAD) 7,700 8,873 16,573 TOTAL 22,127 25,907 48,034 _] SITE LEGEND BAWDY CREEK WETLANDS IMPACTED WETLANDS NORTH GRAPHIC SCALE 0 150 300 600 ( IN FEET) 1 inch = 300 ft. U J Z W CW G O O J J W W > > W W oo p WN w J =D LU 61� !!~^^ vJ p co Lf� O1 LL �^QzwWQz % 0 ` O N �./ / : I_ > LQ Q r UJ Q ♦�� v J W= W 0- Q OC/) UJ EX -MASTER WETLAND MAP Project Number:46118-0000 Drawing Scale: 1" = 300' Date Issued: NOV 2023 1200 Index Number: -- Drawn By: SMP Checked By: ANS Project Manager: JS B BE C E O O 0 a a a c U M '0 N O � N Q7 a) II m � � o o to C Q 0 ow -O Y N w Fn �@ �-a oCU O E oa Na M d CO C� o II N (� c� II LLO 0 L m a CLE 22.0 -,, r' 71>7 L — 171' L�\\��\ �ry���\� \ QQ VO I �Mo �� II r 171 PROPOSED BUFFER IMPACT TABLE SCRIPTION LEGEND AREA (SF) AREA (AC) )NE 2 BUFFER TU RAL I M PACT 6,944 0.159 )NE 1 BUFFER TU RAL I M PACT 13,197 0.303 EXISTING BUFFER IMPACT TABLE SCRIPTION LEGEND AREA (SF) AREA (AC) )NE 2 BUFFER TU RAL I M PACT 8,783 0.202 )NE 1 BUFFER TU RAL I M PACT 7,700 0.177 INSET A SCALE: 1" = 50' ITHE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. SWIM POND A2 INCFT R SCALE: 1" = 50' SITE MAP SCALE: 1" = 500' PROPOSED OUTFALL A2 TOP OF BANK (TYP. ) PROPOSED JURISDICTIONAL STREAM IMPACT TABLE DESCRIPTION LEGEND LENGTH (LF) AREA (SF) AREA (AC) IMPACT F 97 1,783 0.041 IMPACT G 202 5,805 0.133 OUTFALL Al 10 62 0.001 OUTFALL A2 10 35 0.001 OUTFALL E1 10 77 0.002 OUTFALL E2 10 112 0.003 OUTFALL E3 10 115 0.003 OUTFALL E4 10 107 0.002 I__LLL LL Q 0 W `� z Wa W W LLIzz � z W J Q > z� (� LLw W U W J J D LL Q O W of O > ~ W w O U 0 LL1 0- 0 Lu wN LL I 1 1 I I 1 1 O� N M I M CD rl- O Z O O O O O O O O 0 co N O U z z W W 0 O J J W W > > W W 00 0 WN IJJ J cn ~CO Lid LL 0L0 O N O LL` EDW Qz Qz aa>�a Q�_J LU W=u)o- Of oCn _J BLOCK E - STREAM IMPACT EXHIBIT NORTH Project Number:46118-0000 GRAPHIC SCALE Drawing Scale: 1"=50' Date Issued: NOV 2023 0 25 50 100 200 Index Number: -- Drawn By: SMP Checked By: ANS IN FEET) Project Manager: JS ( 1 inch = 50 ft. EX - 8A 3 a m x w F- U Q d Q w ry w Y U O J In am m N 0 3 0 c C N E 7 O O o� a Q a c In M '0 N C O O N_ Q7 a) II m � �o o C Q 0 ow -O Y N C N ccO— W (n �@ �-a oCU O E oQ N o_ U M a)7� 2 M d M C� o II N (D c� C� a) u LL 0 L m a ado_ 22.0 _E 170 160 170 RIP RAP APRONS TO BE INSTALLED UPSTREAM AND DOWNSTREAM OF CULVERT. EMBED RIP RAP TO MAINTAIN EXISTING CHANNEL INVERT w ,J 0 0+00 1+00 2+00 2+25 0+00 IMPACT F PROFILE PROFILE (B-B) HORIZONTAL SCALE: 1" — 50' VERTICAL SCALE: 1" = 10' •,� J 170 160 EXISTING GRADE 2.07% PROPOSED ROAD PROPOSED CULVERT EXISTING CHANNEL 0.21 % 0000 � C N CO � 0 ( s 0 � or` ti 0+00 IMPACT G PROFILE PROFILE (D-D) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1+00 IMPACT F SECTION PROFILE (A -A) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' • 170 160 0 2+00 N 1+00 PROPOSED ROAD -- — — -- EXISTING GRADE PROPOSED CULVERT RIP RAP APRONS TO BE INSTALLED UPSTREAM AND DOWNSTREAM OF CULVERT. EMBED RIP RAP TO MAINTAIN EXISTING CHANNEL INVERT C.0 — 0 I CO c N O r- 0 o M IMPACT G SECTION PROFILE (C-C) HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1" = 10' ITHE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. 1 +00 1 +80 � ) IL Q � wzZ wOf W W LLIz(3 z z W Q J zU (� w W U ry W J J LL Q Of O w z O TC/) >I-_ ww O U 0 LL1 0- 0 Lu W N C7 00 Z O O O O O OCO Of� O 4) i co N O N U 1 L Z W W O O J J W W > > W W 00 0 WN w J cn ~ W LL 0` %oL0 O N O �Qz ED LLJ a Q�_J ai LU �Qz a W=� �Q oU) _J BLOCK E - STREAM IMPACT EXHIBIT Project Number:46118-0000 GRAPHIC SCALE Drawing Scale: AS SHOWN Date Issued: OCT 2023 0 25 50 100 200 Index Number: -- Drawn By: SMP Checked By: ANS IN FEET) Project Manager: JS ( 1 inch = 50 ft. EX-8B STATF STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR November 14, 2023 Eastfield Associates 101 S Raiford Street, Suite 200 Selma, NC 27576 Attn: Mr. Kevin Dougherty, Managing Partner Re: US 70/US 70A Improvements-Eastfield Development To Whom it may concern, J.R. "JOEY" HOPKINS SECRETARY The NCDOT roadways requiring upgrades due to traffic impacts generated by the Eastfield development are US-70A, US 70, and SR 2305 (Firetower Road). It is our understanding that all other streets included in the Eastfield project will be owned and maintained by the Town of Selma upon completion. Please be advised that roadway improvements on SR 2305 (Firetower Road) are required due to the expected traffic generated by Eastfield. We understand this is the only NCDOT route impacting natural resources and recommend the impact be approved. Finally, we appreciate your review/approval of the environmental permits and if at all possible, we ask that review/approval be expedited allowing the improvements to commence. Sincerely, DocuSigned by: c.&,0 84 F47E03DD04BF2- Jennifer K. Collins District Engineer Division 4 District 3 Department of Transportation NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS DIVISION 4 DISTRICT 3 67 JR ROAD, SUITE 700 SELMA, NC 27576 Telephone: (919) 739-5300 WILD HOLDINOGs Neuse Stream and Wetland Credits Statement of Availability August 28, 2023 Eastfield Associates, LLC Attn: Kevin Dougherty 101 S. Radford Street Selma, NC 27576 RE: Availability of Stream and Riparian Wetland Credits for the "Eastfield Development" project Bank Name: Falling Creek Umbrella Mitigation Bank Bank Sites: McClenny Acres II Mitigation Site Bank Sponsor: Wildlands Holdings III, LLC USACE Action ID No.: SAW-2017-00552 Permittee: Eastfield Associates, LLC Riparian Wetland Credits Needed: 3.56 acres Riparian Wetland Credits Available: 1.01 acres Neuse 03020201 River Basin Dear Mr. Dougherty, Wildlands Holdings III, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream and riparian wetland credits from the Falling Creek Umbrella Mitigation Bank: McClenny Acres II Mitigation Site to partially satisfy the stream and/or wetland mitigation requirements related to the above -mentioned project. The project is located within the Neuse River Basin of the service area (HUC 03020201) of the Bank. This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at the Bank's price at the time an invoice is requested. Invoices reserve both the credits and the price for a period of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation agreement and a 10% deposit. Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings III, LLC. We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332- 7754 x114 or cbrunick@wildlandseng.com if you have any questions or need any additional information. Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 WILD HOLDINOGs Sincerely, Camden M. Brunick Wildlands Engineering, Inc. Mitigation Credit Sales cbrunick@wildlandseng.com 0: (704) 332-7754 ext. 114 M: (919) 219-6162 Cc: Mr. Chris Hopper, Regulatory Agent I USACE Mr. Robert Turnbull, Department Manager I Terracon Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 ROY COOPER Governor ELIZABETH S. BISER Secretary MARC itECKTENWALD Director Kevin Dougherty Eastfield Associates, LLC 101 S. Raiford St Selma, NC 27576 Project: Eastfield NORTH CAROLINA Environmental Quality November 13, 2023 Expiration of Acceptance: 5/13/2024 County: Johnston The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location 8-di it HUC Impact Type Impact Quantity Neuse 03020201 Riparian Wetland 3.56 Neuse 03020201 Warm Stream 267 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly.Williams@deq.nc.gov. Sincerely, FOR James. B Stanfill Deputy Director cc: Jeff Harbour, agent North Carolina Department of Environmental Quality I Division of Mitigation Services fk; C0.R[71 IRAAEQ 217 west Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 do.t.—M EP7... a f `� 919.707.8976