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HomeMy WebLinkAbout20221704 Ver 2_Fremont Meadows PCN Attachments 1_20230531 PCN Application Additional Information Package Name: Fremont Meadows County: Wayne Date: 5/31/23 Table of Contents 1)Agent Letter 2) Maps A)Soils B) Quad 3) Project Drawings a) Design and Impact Sheet 4) Endangered Species 5) SHPO Documents 6) Neuse Buffer Determination Letter 7) Stormwater Approval Letter 8) Photos February 22, 202S US Army Corps of Engineers 2407 West 51h Street Washington, NC 27889 Attn: Ms. Emily Thompson Re: Fremont Meadows Subdivision, Wayne County I, Danny W. Creech, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U.S.Army Corps of Engineers(Corps)to enter upon the property herein described 3615020389 for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Also, Mr Wyatt Brown of Brown's Environmental Group, Inc has my permission to act as my agent on this property concerning wetlands and streams. 4/27/23, 10:47AM Fremont.png _ RBal ance Rd Fremont... X 13 AyA Ex �r Cr ` a - 1 b PB2 yA►� y�o, y�► +y/A y F+ _ A �' 22:2 � AYA AYA . : ,for a Ex A . BZ �G Ex N A. -a — I r AyA I 7 Mai R �. . Esc https:Hmail.google.com/mail/u/0/?zx=cguzw7eoybte#search/fremont/CwCPbpDScPmDLg MWTMHgBggNZKbswNG?compose=D mwnWsLQxzZvkRm... 1/1 5/31/23, 11:01 PM The National Map-Advanced Viewer DHe:L, C Find address or placeEl Ucock swamP o r' vR0 Scale: 1:9,028 Zoom Level: 16 600ft -77.953 35.543 Long Lat https:Happs.nationalmap.gov/viewer/ 1/1 Nr GENERAL NOTES: V m m 1. BOUNDARY AND TOPOGRAPHIC SURVEY BY WILLIE G.MILLER,JR,PL GRIDS L-3944,DATED 12-15-2021. Z _ N � 2. ALL DISTANCES ARE HORIZONTAL MEASUREMENTS AND AREAS HAVE BEEN CALCULATED USING THE COORDINATE GEOMETRY METHOD. r N r 00 3. CONTOUR INTERVAL=1 FOOT. N u 01 ❑ 4. PROPERTY PIN NUMBER 3615021453. Z W In 5. TOTAL PROPERTY AREA=44.919 ACRES. \ Z Z❑ DO'\ fL ❑ I N 6. A PORTION OF THE SITE IS LOCATED IN ZONE AE,1%ANNUAL FLOOD CHANCE FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE LL 2 d L] RATE MAP NO.3720361500J,DATED DECEMBER 5,2005. W d 7. STORMWATER RUNOFF FROM THE SITE WILL DRAIN INTO AYCOCK SWAMP ALONG THE NORTHERN PROPERTY LINE.AYCOCK SWAMP _ _ — — — — W on O N HAS STREAM CLASSIFICATION C;Sw;NSW. — — — — — — — — — — 3 Z N 00 ❑ _8. SUBJECT PARCEL IS LOCATED WITHIN THE NEUSE RIVER WATERSHED. r N ❑ N Ll ti 9. PRIOR TO ANY EXCAVATION,CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES.CALL 1-800-632-4949. U Z I 7 Z w w 10. ALL UTILITIES SHALL BE UNDERGROUND. L Z W ❑ 7 11. CONTACT TOWN OF FREMONT PUBLIC WORKS DEPARTMENT(919-738-6885)TO COORDINATE WATER AND SEWER CONNECTIONS. 3 I z O] Z 12. TYPICAL RADII ARE TO EDGE OF PAVEMENT,TYP. J ED Q N 13. THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR ANY DAMAGE TO THE WATER&SEWER MAINS IN THE CONSTRUCTION _ L — — — ` / Q W E ti AREA UNTIL CONSTRUCTION IS COMPLETE. \/ fl O Q J— / PEACOCK STREET _ _ LL (PRIVATE-80'R!W) C] W a - CARLOS JAIMES- PROP.TREELINE $ < RAY A HOYT ARAUJO&4}/IFE I DONALD PAUL I PROP.TREELINE LIMIT ALONG POND w a N &WIFE, I MICHAEL I URBELU°I I ELLIS LAGUNAS URBELIA CALDERON LIMIT ALONG DISTURBED 3 ] = m FDB 19 W MEZA AREA LIMIT,TYP. ACCESS AND 12.0' 07"E I VELVA P. CATHERINE HAM - CALDERON DB 1998 PG 61 DB 3221 PG 659 DB 01 PG 75 MAINTENANCE y g,pp� to ❑ BROWN HEIRS HOYT DB 2654 LAGUNA $ I I EASEMENT,TYP. EIS W Cq p ROBERT A WILLIAMIS DB 606 PG 237 I DB 2785 I PG 96 I DB 27601 PROP.TREELINE Ex.Tributary Stream ° DB 941 PG 124 PG 645 PG 562 LIMIT ALONG DISTURBED to Aycock Swamp S02°32'00"E 201.94' AREA LIMIT,TYP. y / V 17, -- — 2004.73' 2 _ 1 m T ° --Ex.Cl het)rY-\ ro a 0' S02°32'0T E __—__ d- =g sIs ------_- ---- --- \ �� 14 m z Sro =" Ulu 2 y 10� �.• os 13528' ;� ,�FTpl2,yr l� Q I 7 8 :\ '� N13°2138W �i' \ giNp0000FR / AYCOCK SWAMP C/L RUN IS PROPERTY LINE 7v DEER RUN DRIVE i ¢/ mDEER PHASE ONE / RUNpRIVE 17 \�\\\_=%� / Q g T m / TODB7118PG 25 U / I Z J yj ---------------25---- ---24 -- --23T —/ —PROP. FZ Q WIMIT ONG REAR30 29 LOT LINE P. W N fJv 28 27 26 IT party Area = a 43 I , 6 Square Feet 38 39 40 41 42 m ,{ 44.919 Acres 4� _ j 4 w I 34 35 36 37 ''y T r Q a I iv N r I6 �aA C) 0 2 0 v g^` ' 33 44 !�\\�\3\ o a0a.�� ro 3 ,ff `L t� V �1\ J��e e`O`� � � 4� A� ��� 1 i 1 O U Z I s i FLYING DUCK DRIVE T J W �. Cc Uj 73 t� \�• .��'1s e h �pti x, W C) 1 y 32 1 79 I 45 Ex.Triburea tary �� `�9 0 �� Common Area 80 I 75 ]q \Ayco ktSwamp \e a• y �� / ~\/ / LU Cr L 1 a g BUF w 72 qg FA _ TWO gi jm > /� i �OCgE - I PHASE �...��� m � 1 sIs IgNE 78 Y I ------- \ �kM \ l o J 1 A a ro I W 77 r Existing Wetland 71 47 \\ Limits,Typ. ` $ 64 ❑ z m D] \ r 63 62 I \\ /� A ° ti, z N13°33' 61 67 \\ Q ,w Existing Aycock Swamp a 1 �, 2g545 3 F� 66 68 70 48 `\ STORMWATER \\\ y� Top of Bank,Typ. 1 r 69 WET ppOL 11 2o•Q m i Z \ a \ Mo IIM p ER Q e oTypha r� (Zone nAE)Limit, Chance loodplain 3 0 60 \ \ wE1 PONo 7 / `yoM TOWN OF FREMONT a EPx+uI �N'osl \�\\ \` 777 o DB 1001 PG 331 m o w 59 rp �\ _--�� g Z NOW AND FORMERLY 58 \\�� 49 /� ����_--- Q FO aslvoo's \= a / JAMES FRANKLIN DAVIS _'- _` 57 50 \\\ �� B�9eab �, w / DB 1702 PG 656 ,__` 56 // `t' e� on 3 m _ 51 �\ �S TJ� AYCOCK SWAMP --� 55 / �Mv�FVB W C/L RUN IS m 54 52 r TO BE CUT BACK TO �FVB _ / \ PROPERTY LINE fn \ E..,.. 53 PROP.TREELINE LIMIT AS SHOWN,TYP. •• 3". J 4. \ / N72°08'26"E —FVB -c19... 1 / M / '" o \ NOW AND PROP.TREELINE 15p5.79, F 1,(` ~ 9 0 \ FORMERLY LIMIT ALONG REAR M m o � p1 t�IQ 7q T F <�' N ri \ / FRANK LEE BOGLE LOT LINE,TYP. GRAPHIC SCALE �(�� ti% o �+" ..............9�i SCALE: 1"=80' DB 3565 PG 257 / �FVB MV .< m 3 80 0 40 80 160 js _ DATE: 07-08-22 DRWN.BY:SGJ FM moo N12°08'26"E r` r� IIIII - i ��752 c CHKD.BY: EGT Approx.Location a G 39.00' (IN FEET) �`�! ������4• ;� �M Ex.Tributary �O �/••••• PROJECT NUMBER Stream to r 1 INCH=80 FEET /!Y/rPilty)Ill B21117 Aycock Swamp �.4 05-05-23 ORAWINGNO. BHEETNO. E I ` C-2 2 OF 38 MV r / I 6 M � UP N r N N PROP.TREE LINE / I P N ALONG BUFFER P / 4t' / / ° I /' / j I IMPACT LIMIT,TYP. --_ J / i fn Ol N / co 14/' Z ❑ mR� ��'i' / ❑ I 19 / o j 19 'COi �.ymmF¢ / i -FVB FVB- LL a2 a [7 NLn DO �D / i / 'i' i/ i Ip0 r N m N Ll l,_ / IJ m m o PROP.AREA ,yo PROP.AREA /125� "Ig� '/�i� PROP.52 LF 24"CLASS III RCP @ 3.13% Z w w O O INLET#35A ¢� INLET#35 �� ' / //T,t i' '/, THROAT=123.60" f m ro W T"INV IN 11204 �'' �' / /�,J i // �/ �'(�e ------ Fy0/ ��ALONG U _ ❑ F D Z _..,q i i j PROP.TREE LINE Of 75"INV.IN=723.60' & & 15"INV.IN=120.45' / -y v- ' '/ pp - 7 f ALONG BUFFER w ❑ 7 rn i 20 a 18"INV.IN=122.85' '''/ 0� ���{ 4 - IT,TYP. Z m Z Z O 18"INV.OUT=123.35' / S gi'� Vn /, W I _ 2 7g0 _-- 36"INV.IN=115.65' / �' MJ /' �/� �"(� FV0 M ^' Q p w mmo 7 1?8 4S Q �48"INV.OUT=115.65' / / i.�/ �� _-------/`/---_ _ _ / l Il ❑ Z EX.STREAM A u O / / ///"CI U CENTERLINE K m - 0 128 127 126 / ' / / '/ 125_ / m m 8 5' ,,//FROM SURVEY i' ry ' i / ��' �� Jv - - ^ --- O Q TYP. ----- _- - _ f �-' i F PROP.CONCRETE % / PROP.CONCRETELL / V M 146 LF PROP.36"HDPE= V-- �/ F k(" / _8 '--- / ENDWALL / / �" 2_ -ENDWALL y a EX.TOP OF BANK V MVB % '� / / r_ /LOCATION FROM Q SURVEY.TYP. FVB FVB' `VB _ / PROP.CONCRETE ENDWALL / - (NCDOT STD.DWG.838.01) --_'' rya}a N� / �q� _ F� _- T/B / \\T/B N ❑ ' (NCDOT STD.DWG.838.01) PROP.24"RCP 00 N / i rS( ^� I0 00 Tx3+00 �, f O `Y -120- PROP.36"HOPE ti - \ / N P / %o PROP.6"SDR 21 PVC ll /// /` \ / STORM DRAINAGE Q d. RCP @ 3.13% ry` SEWER FORCE MAIN // // \ N PROP.6"C900 PVC O s� PIPE @ 0.26% lu W FVB FVB B / FVB FGB\ .FVB / '\ \ / OGmo ------------- WATER MAIN W JB Tq Tc�---- o PROP.B"SDR 35PVC GRAVITSEWER � PROP.6"SDR 21 M/B M KA 2 PVC SEWER 7 -_ y O __- - ,� PROP.18"MOUNTABLE w o --- -- CONC.CURB 8 GUTTER, FORCE MAIN O 4� 125 --- 72x0p/ �' __'G�mm 7G--- TYP.BOTH SIDES PROP.STORM �------ O _125- I 4i / 7?) 6 MANHOLE#33 �, 9Z ---_ y -FVB FVB-FVB- RIM U 1 "INV.IIN o118.40' FL - M-- -- ---- ' PROP.8"SDR35PVC J 36"NV.IN/OUT=116.03' I/� __ GRAVITY SEWER T 10 illlil �2�-------- -_--------- @0.50r co W z R g �' 43 0 IZN Lu 0 Q V PROPOSED DEER RUN ROAD TRIBUTARY STREAM CROSSING PLAN / % MVB-rMV 13 SCALE:1"=40' 1 / i v+ a/ 2 PROPOSED STREAM a My FVB T/B TiB FVB MVB BUFFER IMPACTS PLAN PROPOSED IMPACTS SUMMARY '0 10 1 1 1 k SCALE:1"=10' PROPOSED PERMANENT 4 80 LF PROP. LEGEND IMPACT TYPE IMPACT LENGTH 6 AREA V 6"SDR 21 I I Ly Q ' PVC SEWER Z fV FORCE MAIN STREAM IMPACT 52 LF 630 SF 0.015 ACRES �L 150 5.00 STA.12+44.8 42 LF 1 W O PROPOSED DEER RUN ROAD FINISHED GRADE ;.17 PROP.6"ELBOW- PROP. W o VERTICAL ELBOW 6"SDR ZONE 1 BUFFER IMPACTS - 3,489 SF 0.080 ACRES Z PROFILE ALONG STREAM CENTERLINE PAVEMENT CROWN EL.=126.76' 21 PVC PROP.DEER RUN ROAD O 20 LF PROP.R SDR 21 SEWER CENTERLINE FINISHED 1', PROP.52 LF 24"CLASS III RCP 3.13% _+ c PVC SEWER FORCE FORCE GRADE PROFILE W @ MAIN ZONE 2 BUFFER IMPACTS - 2,226 SF 0.051 ACRES Lu 140 ui I MAIN '1, J 12"MIN.CLEARANCE U j STA.12+11.7 WLL O.D.TO O.D. -� w PROP.6"45°MJ I 1.50% BUFFER IMPACT TOTAL - 6,345 SF 0.146 ACRES ct VERTICAL ELBOW j STA.1+48,55 STA.2+00.55 PROP.CONCRETE ENDWALL PROP.CONCRETE ENDWALL - _ MVB FVB T/B T/B FVB MVB ►I 130 TOP OF ENDWALL=125.00' TOP OF ENDWALL=123.25' STA.1+48.55 STA.2+00.55 PROP.24"RCP INV.=120.12' 140 STA.11+63.6 ex.ground STA.13+09.4 -_ PROP.24"RCP INV.=121.75' 8 LF PROP.6"SDR 21 PVC PROP.STORM MANHOLE#33 profile above PROP.AREA INLET#35 -- - SEWER FORCE MAIN RIM=124.00' prop.slonn THROAT=126.00' SECTION A-A z Ex.Stream Centerline Profle,Typ. 15"INV.IN=118.40' drainage pipe 15"INV.IN=120.45' 423 LF 8"SDR 35 PVC PROPOSED SEWER FORCE MAIN 36"INV.IN/OUT=116.03' 18"INV.IN=122.85' 120 - --_--- SEWER@0.50% &GRAVITY SEWER PROFILE AT PROP.FINISHED GRADE PROFILE 36"INV�IN=115.65' � ABOVE STORM DRAINAGE PIPE 48"INV.OUT=115.65' STA.12+18 PROP.6" PROPOSED DEER RUN ROAD 130 v) -' ------ --- 45°MJVERTICALELBOW STA.12+38PROP.6" TRIBUTARY STREAM CROSSING U J 36"CLEARANCE 45°MJ VERTICAL ELBOW Q HORIZONTAL SCALE:1"=40' O.D.TO O.D. STA.11+28 PROP.24"RCP VERTICAL SCALE:1"=10' PROP.36" _ / 0 PROP.48" o ~ 110 36"CLEARANCE INV.=120.96'(@ 6"SEWER FM) HDPE HDPE Q w STA.1+57.13 STA.1+94.06 Sta.3+72.63 Sta.3+g1.87 INV.=121.07'(@ 8"SEWER) - Q PROP.6"WATER MAIN INV.-117.75, PROP.36"HDPE INV.=115.84' Ex.24"CMP Ex.24"CMP O.D.TO O.D.,TYP. 1 120 Q Inv.=115.46 Inv.=115.39 12+00 13+00 z STA.1+70.65 (4 Q PROP.8"SEWER INV.=114.88' Ex.24"CMP 100 146 LF PROP.36"HDPE#33-35 @ 0.26% LW MVB FVB T/B T/B FVB MVB � STA.12+35 J_ STA.1+74.41 12"110EARANCE O.D.TO O.D.,TYP. PROP.24"RCP INV.=119.90' PROP.6"SEWER FORCE MAIN INV.-117.21' 20 LF PROP.6"C900 PVC WATER MAIN 12+00 13+00 � 36"CLEARANCE 36"CLEARANCE O.D.TO O.D.,TYP. t'.n Q_ O.D.TO O.D. STA.12+38.2 PROP.6"45°MJ VERTICAL ELBOW SECTION A-A STA.12+05.9 42 LF PROP.6"C900 PVC WATER MAIN GtS 9D � I PROPOSED STORM DRAINAGE PIPE PROFILE PROP.6"45°MJ PROP.FINISHED GRADE PROFILE Q Z VERTICAL ELBOW ABOVE WATER MAIN AT PROPOSED DEER RUN ROAD Lu 3'MIN.COVER,TYP. TRIBUTARY STREAM CROSSING (n a HORIZONTAL SCALE:1"=40' C) 80 r'M�;7TTVERTICAL SCALE:1"=10' O a 0+00 1+00 2+00 3+00 4+00 5+00 �1111111111//rr� (L 1 7 LF PROP.6"C900 J�x;�(�CARP PVC WATER MAIN ``�N ,y PROPOSED DEER RUN ROAD TRIBUTARY STREAM CROSSING PROFILE SECTION A-A yQ � 9 o SCALE: AS SHOWN HORIZONTAL SCALE:1"=40' VERTICAL SCALE:1"= STA.12+11.8 PROPOSED WATER MAIN PROFILE DATE: 05-05-23 10' 11U-€J S = VERTICAL ELLBBOWW 12+00 13+00 CHKD.BY: EGT i PROP.6" AT PROPOSED DEER RUN ROAD DRINK BY:SGJ - �, 030752 TRIBUTARY STREAM CROSSING � cJ.N��4 y STA.12+21.8 PROJECT NUMBER PROP.24"RCP INV.-_121.50, HORIZONTAL SCALE:1"=40' ' lllrjl'lllljl"" G21117 STA.12+31.8 VERTICAL SCALE:1"=10' PROP.6"45°MJ VERTICAL ELBOW 05-05-23 ON-ING NO. SNEET NO. SP-1 1 OF 1 Roy Cooper,Governor n^■ NC DEPARTMENT OF D.Reid Wilson,Secretary ■■ ■� NATURAL AND CULTURAL RESOURCES ■ ■■■ Misty Buchanan Deputy Director,Natural Heritage Program NCNHDE-22134 May 30, 2023 wyatt brown Brown's Environmental Group, inc 242 Batten Farm Road Selma, NC 27576 RE: Fremont Meadows Dear wyatt brown: The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. A query of the NCNHP database, based on the project area mapped with your request, indicates that there are no records for rare species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project boundary, or within a one-mile radius of the project boundary. Please note that although there may be no documentation of natural heritage elements within or near the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. Please also note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may also not be redistributed without permission. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rod nev.butler(a)ncdcr.aov or 919.707.8603. Sincerely, NC Natural Heritage Program i)c_OAi<1MEN i QF NAi URAL ANU LULTURAL kLSiQokLES Q 121 W JONES STREET,RALEIGH.NC 27603 • 1651 MAIL SERVICE CENTER.RALEIGH.NC 27699 ® OFC 919 707.9120 • FAX 919.707.9121 NCNHDE-22134: Fremont Meadows s c 0 c 2 a c w MaIlt St Fremont c wdYne y s� F h y edl/dnCP Rd 2�:, West Lake a 743 Jt 171 E 3 144J NC HigbI4a" d LL N `�� 0.3 0.6 1.2 Miles S I t 1 t I t I I I Benton May 30, 2023 Buffered Project Boundary 0 Project Boundary Sources.Esn.Airbus DS.USGS.NGA NASA,CGIAR,N Robinson,NCEAS. NLS, OS, NMA Geodataslyrelsen. Rykswaterstaat GSA Geoland FEA1A. Intermap and the GIS user communny Sources. Esn, HERE. Garmin. FAO. NOAA, USGS. 2� OpenStreethiap contributors and the GIS User Community Page 2 of 2 5/30/23,9:01 PM IPaC:Explore Location resources IPaC U.S. Fish &Wildlife Service WaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site-specific (e.g., vegetation/species surveys) and project-specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. Location Wayne County, North Carolina 0 lik *0 G I� 5 b X _ Local office Raleigh Ecological Services Field Office k. (919) 856-4520 Ja (919) 856-4556 MAILING ADDRESS Dnct nffiro Rnv QQ77F https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 1/11 5/30/23,9:01 PM IPaC:Explore Location resources I VJL VI I Il..l.. VV/\ -j LNJ Raleigh, INC 27636-3726 PHYSICAL ADDRESS 551 Pylon Drive, Suite F Raleigh, INC 27606-1487 https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 2/11 5/30/23,9:01 PM IPaC:Explore Location resources Endangered species This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site-specific and project-specific information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an official species list from either the Regulatory Review section in IPaC (see directions below) or from the local field office directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing the following: 1 . Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed speciesi and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. 1 . Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see FAQ). https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 3/11 5/30/23,9:01 PM IPaC:Explore Location resources 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Mammals NAME STATUS Tricolored Bat Perimyotis subflavus Proposed Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/10515 Birds NAME STATUS Red-cockaded Woodpecker Picoides borealis Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/7614 Amphibians NAME STATUS Neuse River Waterdog Necturus lewisi Threatened Wherever found There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/6772 Fishes NAME STATUS Carolina Madtom Noturus furiosus Endangered Wherever found There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/528 Insects NAME STATUS https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 4/11 5/30/23,9:01 PM IPaC:Explore Location resources Monarch Butterfly Danaus plexippus Candidate Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/9743 Critical habitats Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves. There are no critical habitats at this location. You are still required to determine if your project(s) may have effects on all above listed species. Migratory birds Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection Acts. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1 . The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: • Birds of Conservation Concern https://www.fws.gQv//program/migratory-birds/species • Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-incidental-take- migratory-birds • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/documents/nationwide-standard-conservation- measures.pdf The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 5/11 5/30/23,9:01 PM IPaC:Explore Location resources this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON ProthonotaryWarbler Protonotaria citrea Breeds Apr 1 to ul 31 p J This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence ( ) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4- week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1 . The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 6/11 5/30/23,9:01 PM IPaC:Explore Location resources 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season ( ) Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (1) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. probability of presence breeding season I survey effort — no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Prothonotary ____ ____ Warbler BCC Rangewide (CON) Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 7/11 5/30/23,9:01 PM IPaC:Explore Location resources To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the list of migratory birds that potentially occur in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC)and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network(AKN).The AKN data is based on a growing collection of survey., banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s)which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator(RAIL)Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network(AKN).This data is derived from a growing collection of survey., banding, and citizen science datasets. Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may query your location using the RAIL Tool and look at the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If"Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC)that are of concern throughout their range anywhere within the USA(including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non-BCC-Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or(for non-eagles) potential susceptibilities in https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV3ODULVE6U/resources 8/11 5/30/23,9:01 PM IPaC:Explore Location resources offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles,you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s)that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort(indicated by the black vertical bar) and for the existence of the "no data" indicator(a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding(which means nests might be present).The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 9/11 5/30/23,9:01 PM IPaC:Explore Location resources Facilities National Wildlife Refuge lands Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. There are no refuge lands at this location. Fish hatcheries 00\\0 oo There are no fish hatcheries at this location. Wetlands in the National Wetlands Inventory ( NWI) Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. This location overlaps the following wetlands: FRESHWATER FORESTED/SHRUB WETLAND PF01 C A full description for each wetland code can be found at the National Wetlands Inventory_ website https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 10/11 5/30/23,9:01 PM IPaC:Explore Location resources NOTE: This initial screening does not replace an on-site delineation to determine whether wetlands occur. Additional information on the NWI data is provided below. Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on-the-ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate Federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. https://ipac.ecosphere.fws.gov/location/EQQVT5X7JRC7ZISPV30DULVE6U/resources 11/11 J �. Charles Lafayette f VdY0572 ose House 1996 NY0573 SmRh Br a`bck Hou sew•. l� AY NE WY06�Btrden Peacock Tien (Gone)--1997 WJ 0207 Pea�oock-Mitc`iell ffn ` ,. WY0208reacock-West �JY0205 P acack-Cassidy Zc House House ROY COOPER Governer ELIZABETH S.BISER •• Secretary RICHARD E.ROGERS,JR. NORTH CAROLINA Director Environmental Quality February 171h, 2023 Project#20221704 v1 Wayne County Little River JoCo Properties 402—C Bluegrass Road Selma, NC 27576 Subject: On-Site Determination for Applicability Neuse Riparian Buffer Rules(15A NCAC 0213.0714) Subject Property/Project Name: Fremont Meadows Subdivision !; Address/Location: 35.538052•-77.956933° Responsible Party: Danny Creech Feature(s) Evaluated (3): Feature A, B and C Determination Date:02/15/2023 Staff: Paul Nyarko Determination Type: Applicability to Neuse Riparian Buffer Rules(15A NCAC 026.0714) Buffer: Feature: X- Neuse(15A NCAC 02B .0714) X—Ephemeral/ Intermittent/Perennial/Ditch/ -Tar-Pamlico(15A NCAC 02B .0734) Not Present- Determination -Catawba (15A NCAC 02B.0614) -Jordan(15A NCAC 02B.0267)(governmental and/or interjurisdictional projects) -Randleman (15A NCAC 026 .0724) -Goose Creek(15A NCAC 02B.0605-.0608) D North Carolina Department of Environmental Quality � Division of Water Resources E Q-51 512 North Salisbury Street 11611 Mail Service Center I Raleigh,North Carolina 27699-1611 ����� 919.707.9000 Feature E/l/P/D Not Subject Start@ Stop@ Soil USGS /NP/U* Subject Survey Topo Feature A P X 35.538650° Aycock Swamp X -77.9592980 Feature B P X 35.538520° Aycock swamp X -77.955673° Feature C P X Aycock Aycock Swamp X X Swamp *Ephemeral/Intermittent/Perennial/Ditch/Not Present/Unmapped Dear Mr. Creech, The Division of Water Resources has determined that the streams listed as "subject" above and included on the attached map have been located on the most recent published (1974) NRCS Soil Survey of Wayne County, North Carolina and/or the web based Digital USGS National Topographic Map https://apr)s.nationalmap.eov/viewer/and evaluated for applicability to the Neuse River Basin Riparian Buffer Rules(15A NCAC 02B.0714). For each stream that is checked"Not Subject" it has been determined to not be at least intermittent, not present on the property, a wetland area,ditch or not represented on the most recent published (1974) NRCS Soil Survey of Wayne County, North Carolina and/or the Digital USGS National Topographic Map at a scale of 1:24,000 or less.There may be other streams or features located on the property that were not assessed and/or that do not appear on the maps referenced above but may be considered jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water Act. This on-site determination shall expire five(5)years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR may request a determination by the Director. An appeal request must be made within sixty(60)calendar days of date of this letter to the Director in writing. If sending via US Postal Service: if sending via delivery service(UPS, FedEx, etc.): c/o Acting Supervisor %Acting Supervisor DWR—401 & Buffer Permitting Unit DWR—401 & Suffer Permitting Unit 1617 Mail Service Center 512 N.Salisbury Street Raleigh, NC 27699-1617 Raleigh, NC 27604 This determination is final and binding as detailed above unless an appeal is requested within sixty(60) days. This determination only addresses the applicability to the buffer rules and does not approve any activity within the buffers or waters. The project may require a Section 404/401 Permit for the proposed activity. Any inquiries regarding applicability to the Clean Water Act should be directed to the US Army Corps of Engineers Washington Regulatory Field Office at 2407 W 5th St,Washington, NC 27889,(910)251-4558. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611 919.707.9000 If you have questions regarding this determination, please feel free to contact Paul Nyarko at(252) 948-3845. Sincerely, Rix T"" Robert Tankard,Assistant Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ cc: WaRO DWR File Copy/LASERFICHE Emily Thompson, USACE Washington Regulatory Field Office -.nily.b.thompson@usa,- ,ly.mil Randall Jones, Land resources, Randall.Jones@ncdenr.gov Michael McAllister, mmcallisterO-)mesco.com North Carolina Department of Environmental Quality I Division of Water Resources 9 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611 bw.s.w"�rm a.w owNy� 919.707.9000 -n g 3 - 3 A N O. O f N C C a N_ O 7 z 3 Q m 3 3 m > n m m m m a fG L z c :v a 0nma 3 m > f D 'r N N S il K N .n N V n Z C v 6 " < < 3 T 6 3 � - a rn m o A. p Z fD �^ m•FD a n m -Cy: '— 3 c t7 . 3.o O p m z 3 m D E Q North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611 wr,�.Ncaaa.rtt �' 919.707.4000 MGma i I Clifton Holloman <cholloman@nationallandrealty.com> Wayne 2023-011 Disapproval and Stream Classification. <mmcallister@mesco.com> Tue, Feb 21 at 4:19 AM To: Jones, Jerry R <Randall.Jones@ncdenr.gov> Cc: Pullinger, Robert C <chris.pullinger@ncdenr.gov>, Dumpor, Samir<samir.dumpor@ncdenr.gov>, Nyarko, Paul <paul.nyarko@ncdenr.gov>, Stewart, Glenn A <Glenn.Stewart@ncdenr.gov>, Tankard, Robert <robe rt.ta n kard @ncdenr.g ov>, Eric Thomley<ethomley@mesco.com>, Clifton Holloman <cholloman@nationallandrealty.com> Good morning Randall, Thank you for the clarification, as I wasn't looking at that cross-ditch when we spoke earlier. I will contact the client and see if they wish to stop the lots and roadway on the other side of the ditch. Thanks for your help! Michael L. McAllister, M-ASCE Principal Project Manager Municipal Engineering, Inc. 68 Shipwash Drive Garner, NC 27529 Office: 919-772-5393 Cell: 252-289-0781 www.mesco.com From: Jones, Jerry R <Randall.Jones@ncdenr.gov> Sent: Monday, February 20, 2023 4:01 PM To: McAllister, Michael <mmcallister@mesco.com> Cc: Pullinger, Robert C <chris.pullinger@ncdenr.gov>; Dumpor, Samir <samir.dumpor@ncdenr.gov>; Nyarko, Paul <paul.nyarko@ncdenr.gov>; Stewart, Glenn A<Glenn.Stewart@ncdenr.gov>; Tankard, Robert <robert.tankard@ncdenr.gov> Subject: RE: [External] Wayne 2023-011 Disapproval and Stream Classification. Mr. McAllister, After careful review of the plan set stamped by Mr. Thomley on 7/8/22 we see clearly that Deer Run Drive and the end of the cul-de-sac runs straight through what the DWR letter refers to as Feature A. Feature A is subject to the NC Neuse Riparian Buffer Rules according to the DWR Determination letter (dated 02/17/2023). Unless there's a change in the limits of disturbance to omit this area, or unless you receive a DWR "Authorization" letter for this activity, we in Land Resources by statute cannot issue a sediment permit for you to commence work in that area. The ditch that runs south of Feature A, that runs parallel with the adjacent wood line was determined to be a farm ditch was not subject. But that aside, Feature A is being encroached upon with the current set of plans we have on file. Please coordinate with DWR for buffer authorization options. Regards, J. Randall Jones,Jr., PE Environmental Engineer Division of Energy, Mineral, and Land Resources Department of Environmental Quality 252-948-3900 office (primary) 919-280-0148 work cell randall.jones@ncdenr.gov 943 Washington Square Mall Washington, NC 27889 JR; Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: mmcallister@mesco.com <mmcallister@mesco.com> Sent: Monday, February 20, 2023 9:06 AM To: Dumpor, Samir<samir.dumpor@ncdenr.gov> Cc: 'Clifton HoIloman' <cholloman@national land realty.com>; 'Eric Thom ley' <ethomley@mesco.com>; Howell, David A <dahowell@fremontnc.gov> Subject: [External] Wayne 2023-011 Disapproval and Stream Classification. CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. [Quoted text hidden] 965-0 8 E I SO-!maomnN]—an [ dNiioavo>uaoN tNOW3ad _ L9 EB Ll-E9P•9 :]NONd-LOVOL ON']�+n0g'avaa NWj—AG WOES Mild ONIStlHd8NO1S1A109(1S T7b?J3A0 5$ eoss-ELL-s I e avo.�d-eLSLL oN•.]Nn.o•]��na N..M"ewe es ZZZAVA4HDIH ON 3 Z98 �_d-&s' 'ONI `flN12i33NIflN3 -Ibd101N11yy O71�S311a3dDad030Pa3AIH3711f1 'E����u NOISUIIO9l7S SMOQd3W 1NOW3aj _- a g a 20 / �w \ N0 7 ET y J — <09 0O i I xti figk'"mN' 1mEa I 5 { � BUFFALO CHASE IANE will 4 is. i o 3�9m W I aaai3nre 4 < { U) 'is It Q ;ow'� 55 a W o 9 0 All I �m m _ 8 ` \ .,.• -_4 f `;: _ y� pan Jilliiii Y3 ti ED \ ,I STAT ROY COOPER Governor ELIZABETH S.BISER Secretary Q(.M��� BRIAN WRENN NORTH CAROLINA Director Environmental Quality November 18, 2022 Little River JoCo Properties, LLC Attn: Danny Creech - Member 402 Bluegrass Rd Selma,NC 27576 Subject: State Stormwater Management Permit No. SW7221002 Fremont Meadows Subdivision High Density Subdivision Project Wayne County Dear Danny Creech: The Washington Regional Office received a complete, State Stormwater Management Permit Application for the subject project on October 6, 2022. Staff review of the plans and specifications has determined that the pproject,as proposed, complies with the Stormwater Re ulations set forth in 15A NCAC 2H.1000 amended on January 1, 2017 (2017 Rules . We are hereby forwardin Permit No. S W7221002 dated November 18, 2022, for the construction of the built-upon areas(�UA)and vegetated conveyances associated with the subject project. This permit shall be effective from the date of issuance until November 17,2030 and the project shall be subject to the conditions and limitations as specified therein and does not supersede any other agency permit that may be required. Failure to comply with these requirements will result in future compliance problems. Please note that this permit is not transferable except after notice to and approval by the Division. This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this permit and is herein incorporated by reference. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the Bing fee(if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleiggh,NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. If you have any questions concerning this permit, please contact Carl Dunn in the Washington Regional Office, at(252) 948-3959 or carl.dunn@ncdenr.gov. Sincerely, X &-rt, � William Carl Dunn, PE Division of Energy, Mineral and Land Resources Enclosures: Attachment A—Designer's Certification Form Application Documents Cc: Eric Tomley,PE—Municipal Engineering(ethomley@mesco.com) Fremont Administration—Anthony Howell(townhall@fremontne.gov) Washington Regional Office Stormwater File North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources Washington Regional Office 1 943 Washington Square Mall I Washington,North Carolina 27889 ncF?H wga.;w, 252.946.6481 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY SUBDIVISION DEVELOPMENT In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North Carolina Environmental Management Commission, including 15A NCAC 02H.1000 amended on January 1, 2017 (2017 Rules) (the"stormwater rules"), PERMISSION IS HEREBY GRANTED TO Little River Jo Co Properties, L L C Fremont Meadows Subdivision 862 E NC HWY22Z Fremont, Wayne County FOR THE construction, management, operation and maintenance of built-upon area draining to two wet ponds ("stormwater control measures" or"SCMs") discharging to Class C;SW;NSW waters as outlined in the application, approved stormwater management, supplement, calculations, operation and maintenance agreement, recorded documents,specifications, and other supporting data (the "approved plans and specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or"DEMLR"). The project shall be constructed, operated and maintained in accordance with these approved plans and specifications. The approved plans and specifications are incorporated by reference and are enforceable part of this permit. This permit shall be effective from the date of issuance until November 17, 2030 and shall be subject to the following specified conditions and limitations. The permit issued shall continue in force and effect until the permittee files a request with the Division for a permit modification,transfer, renewal, or rescission; however, these actions do not stay any condition. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al. I i i f E E [t [i kE I 1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 309,249 square feet. The runoff from all BUA within the permitted drainage areas of this project must be directed into the permitted SCM. The BUA requirements and allocations for this project are as follows: a. SCM BUA LIMITS. The SCM labeled DA1 has been designed using the runoff treatment method to handle the runoff from 208,713 square feet of BUA within the delineated drainage area. The SCM labeled DA2 has been designed using the runoff treatment method to handle the runoff from 100,536 square feet of BUA within the delineated drainage. The SCM's are not designed to handle any future development from the two delineated drainage areas. b. BUA FOR INDIVIDUAL LOTS. Each of the eithty (80) single family lots are limited to a maximum amount of 2,500 square feet of BUA as indicated in the approved plans and specifications. The maximum BUA assigned to each lot via this permit and the recorded deed restrictions and protective covenants may not be increased or decreased by either the individual lot owner or the permittee unless and until the permittee notifies the Division and obtains written approval from the Division. 2. PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this project. Pervious area improvements will be allowed in this project if documentation is provided demonstrating those improvements meet the requirements of the stormwater rule. 3. SCM REQUIREMENTS. The SCM requirements for this project are as follows: a. SCM DESIGN. The SCM is permitted based on the design criteria presented in the sealed, signed and dated supplement and as shown in the approved plans and specifications. The SCM must be provided and maintained at the design condition. b. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet pond. Decorative spray fountains will be allowed in the wet pond if documentation is provided demonstrating that the proposed fountain will not cause resuspension of sediment within the pond or cause erosion of the pond side slopes. c. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water be maintained in the permanent pool, the vegetated shelf is planted with appropriate species that can handle fluctuating conditions, and human health issues are addressed. 4. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause erosion downslope of the discharge point. 5. VEGETATED SETBACKS. A 30-foot wide vegetative setback must be provided and maintained in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The setback is measured horizontally from the normal pool elevation of impounded structures, from the top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters, perpendicular to the shoreline. 6. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following documents to be recorded with the Office of the Register of Deeds prior to the sale of individual lots or rou s of lots: a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any SCMs, and maintenance accesses must be located in public rights-of- way, dedicated common areas that extend to the nearest public right-of-way,and/or permanent recorded easements that extend to the nearest public right-of-way for the purpose of inspection, operation,maintenance, and repair. b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance agreement must be recorded with the Office of the Register of Deeds. c. FINAL PLATS. The final recorded plats-must reference the operation and maintenance agreement and must also show all public rights-of-way, dedicated common areas, and/or permanent drainage easements, in accordance with the approved plans. d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed restrictions and protective covenants must include, at a minimum,the following statements related to stormwater management: i. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number SW7221002, as issued by the Division of Energy, Mineral and Land Resources(the"Division") under 15A NCAC 02H.1000, effective January 1,2017. ii. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the Stormwater Management Permit. iii. These covenants are to run with the land and be binding on all persons and The claiming under them. iv. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the Division. V. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the Division. vi. The maximum built-upon area(BUA)per lot 2,500 square feet. This allotted amount includes any BUA constructed within the lot rope boundaries, and that portion of the right-of-way between the front lot line and the edge of the pavement not shown on the approved plans. BUA has the same meaning as G.S. 143-214.7, as amended. vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is modified to ensure compliance with the stormwater rules,permit, and the approved plans and specifications. viii. All runoff from the BUA on the lot must drain into the permitted system. This may be accomplished via grading, a stormwater collection system and/or a vegetated conveyance. ix. A 30-foot wide vegetative setback must be provided and maintained adjacent to all surface waters in accordance with 15A NCAC 02H.1003(4) and the approved plans. X. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the stormwater rules is subject to enforcement procedures as set forth in NCGS 143, Article 21. e. DEEDS FOR INDIVIDUAL LOTS. The permittee shall record deed restrictions and protective covenants prior to the issuance of a certificate of occupancy to ensure the permit conditions and the approved plans and specifications are maintained in perpetuity. 7. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded areas of the on-site stormwater system will be repaired immediately. a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all operation and maintenance for the project shall follow the Erosion Control Plan requirements until the Sediment-Erosion Control devices are converted to SCMs or no longer needed. Once the device is converted to a SCM, the permittee shall provide and perform the operation and maintenance as outlined in the applicable section below. b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device and/or removed or destroyed during construction, it must be restored to the approved state stormwater design condition prior to close-out of the erosion control plan and/or project completion and/or transfer of the state stormwater permit. Upon restoration, a new or updated certification will be required for the SCM(s) and a copy must be submitted to the appropriate DEQ regional office. 8. MODIFICATIONS. No person or entity, including the permittee, shall alter any component shown in the approved plans and specifications. Prior to the construction of any modification to the approved Ians, the permittee shall submit to the Director, and shall have received approval for modified plans, specifications, and calculations including, but not limited to, those listed below. For changes to the project or SCM that impact the certifications, a new or updated certification(s), as applicable, will be required and a copy must be submitted to the appropriate DEQ regional office upon completion of the modification. a. Any modification to the approved plans and specifications, regardless of size including the SCM(s), BUA, details, etc. b. Redesign or addition to the approved amount of BUA or to the drainage area. c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project and/or property area as reported in the approved plans and specifications. d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of the approved SCM(s), stormwater collection system and/or vegetative conveyance shown on the approved plan. e. The construction of any allocated future BUA. f. Adding the option to use permeable pavement or#57 stone within the lots as a permeable surface. The request may require a proposed amendment to the deed restrictions and protective covenants for the subdivision to be submitted and recorded. g. The construction of any permeable pavement, #57 stone area, public trails,or landscaping material within the common areas to be considered a permeable surface that were not included in the approved plans and specifications. h. Other modifications as determined by the Director. 9. DESIGNER'S CERTIFICATION. Upon completion of the project,the permittee shall determine if the project is in compliance with the approved plans and take the necessary following actions: a. If the permittee determines that the project is in compliance with the approved plans, then within 45 days of completion,the permittee shall submit to the Division one hard copy and one electronic copy of the following: i. The completed and signed Designer's Certification provided in Attachment B noting any deviations from the approved plans and specifications. Deviations may require approval from the Division; ii. A copy of the recorded operation and maintenance agreement; iii. Unless already provided, a copy of the recorded deed restrictions and protective covenants; and iv. A copy of the recorded plat delineating the public rights-of-way, dedicated common areas and/or permanent recorded easements, when applicable. j b. If the permittee determines that the project is not in compliance with the approved plans,the permittee shall submit an application to modify the permit within 30 days of completion of the project or provide a plan of action,with a timeline,to bring the site into compliance. 10. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and maintenance necessary,as listed in the signed operation and maintenance agreement,to assure that all components of the permitted on-site stormwater system are maintained at the approved design condition. The approved operation and maintenance agreement must be followed in its entirety and maintenance must occur at the scheduled intervals. a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective actions. This includes actions required by the Division and the stormwater rules such as the construction of additional or J replacement on-site stormwater systems. These additional or replacement measures shall receive a permit from the Division prior to construction. b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and made available upon request to authorized personnel of the Division. The records will indicate the date, activity, name of person performing the work and what actions were taken. 11. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the expiration date of this permit. The renewal request must include the appropriate application,documentation and the processing fee as outlined in 15A NCAC 02H.1045(3). 12. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit j a completed Permit Information U12date Application Form to the Division within 30 days to I making any one or more of the following changes: I a. A name change of the current permittee; b. A name change of the project; c. A mailing address change of the permittee. i I i 13. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval by the Director.Neither the sale of the project and/or property, in whole or in part, nor the conveyance of common area to a third parry constitutes an approved transfer of the permit. a. TRANSFER REQUEST. The transfer request must include the apppproppriate application, documentation and the processing fee as outlined in 15A NCAC 02H.1045(2) and must be submitted upon occurrence of any one or more of the following events: i. The sale or conveyance of the project and/or property area in whole or in part, except in the case of an individual residential lot sale that is made subject to the recorded deed restrictions and protective covenants; ii. The assignment of declarant rights to another individual or entity; iii. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association, subject to the requirements of NCGS 143-214.7(c2); iv. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55- 14-05 or NCGS 57D-6-07 and 08; V. Bankruptcy; vi. Foreclosure, subject to the requirements of Session Law 2013-121; b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be conducted by Division personnel to ensure the permit conditions ve ha been met and that the project and the on-site stormwater system complies with the permit conditions. Records of maintenance activities performed to date may be requested. Projects not in compliance with the permit will not be transferred until all permit and/or general statute conditions are met. 14. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this permit and the approved plans and specifications until the Division approves the transfer request. a. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is responsible for verifying that the proposed BUA on each individual lot,within each drainage area and for the entire project does not exceed the maximum amount allowed by this permit. The permittee shall review all individual lot plans for new construction and all subsequent modifications and additions for compliance. The plans reviewed must include all proposed BUA, grading, and driveway pipe placement. The permittee shall not approve any lot plans where the maximum allowed BUA limit has been exceeded or where modifications are proposed to the grading and/or to the stormwater collection system and/or to the vegetated conveyance unless and until a permit modification has been approved by the Division. The permittee shall review and routinely monitor the project and each lot to ensure continued compliance with the conditions of the permit,the approved plans and specifications, and the recorded deed restrictions and protective covenants. The permittee shall notify any lot owner that is found to be in noncompliance with the conditions of this permit in writing and shall require timely resolution. b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may establish an ARB or ARC to conduct individual lot reviews. However, any approval given by the ARB or ARC on behalf of the permittee does not relieve the permittee of the responsibility to maintain compliance with the conditions of the permit and the approved plans and specifications. c. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans, application, supplement, operation and maintenance agreement, all applicable recorded documents, and specifications shall be maintained on file by the permittee at all times. d. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated conveyances must be accessible for inspection, operation, maintenance and repair as shown on the approved plans. e. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during normal business hours to inspect all components of the permitted project. f. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the stormwater rules is subject to enforcement procedures as set forth in NCGS 143 Article 21. g. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual certification completed by either the permittee or their designee confirming the projects conformance with permit conditions. h. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of modified plans and certification in writing to the Director that the changes have been made. i. OTHER PERMITS. The issuance of this permit does not preclude the permittee from obtaining and complying with any and all other permits or approvals that are required for this development to take place, as required by any statutes, rules, regulations, or ordinances,which are imposed by any other Local, State or Federal government agency having jurisdiction.Any activities undertaken at this site that cause a water quality violation or undertaken prior to receipt of the necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6. Permit issued this the 18th day of November 2022. NORTH /C�AROLINA/QEQNV`IIyJROONMENTAL MANAGEMENT COMMISSION -X,Brian Wrenn, Director Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Permit Number SW7221002 Attachment A Certification Forms The following blank Designer Certification forms are included and specific for this project: • As-Built Permittee Certification • As-Built Designer's Certification General MDC • As-Built Designer's Certification for Wet Detention Pond Project A separate certification is required for each SCM. These blank certification forms maybe copied and used, as needed,for each SCM and/or as a partial certification to address a section or phase of the project. AS-BUILT PERMITTEE CERTIFICATION I hereby state that I am the current permittee for the project named above, and I certify by my signature below, that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4) and the terms, conditions and provisions listed in t1►e permit documents, plans and specifications on file with or provided to the Division. ❑ Check here if this is a partial certification. Section/phase/SCM Check here if this is part of a Fast Track As-built Package Submittal. Printed Name Signature 1, .a Notary Public in the State of County of ,do hereby certify that personally appeared before me this day of 20 and acknowledge the due execution of this as-built certification. (SEAL) Witness my hand and official seal My commission expires Permittee's Certification NCAC .1042(4) Completed/ N/A Provided / A. DEED RESTRICTIONS BUA RECORDS 1. The deed restrictions an protective covenants have been Y or N recorded and contain the necessary language to ensure that the project is maintained consistent with the stormwater regulations and with the permit conditions. 2. A copy of the recorded ee restrictions and protective Y or N covenants has been provided to the Division. 3. Records which track the BUA on each of are being kept. See Y or N Note 1 B. MAINTENANCE ACCESS 1. The SCMs are accessible for inspection, maintenance and repair. Y or N 2. The access is a minimum of 10 feet wide. Y or N 3. The access extends to the nearest public right-of-way. Y or N C. EASEMENTS 1. The SCMs and the components of t e runoff collect-ion / Y or N conveyance system are located in recorded drainage easements. 2. A copy of the recorded plat(s) is provided. Y or N D. SINGLE FAMILY RESIDENTIAL LOTS- Plats for residential lots that Y or N have an SCM include the following: 1. The specific location of the SCM on the lot. Y or N 2. A typical detail for the SCM. Y or N 3. A note that the SCM is required to meet stormwater regulations and that the lot owner is subject to enforcement action as set Y or N forth in NCGS 143 Article 21 if the SCM is removed, relocated or altered without prior approval. E. OPERATION AND MAINTENANCE AGREEMENT Y or N 1. The 0&M Agreement is referenced on the final recorded plat. Y or N 2. The 0&M greement is recorded with the Register o Deeds and Y or N appears in the chain of title. F. OPERATION AND WMNTENANCE PLAN-maintenance records are being kept in a known set location for each SCM and are available for Y or N review. G. DESIGNER'S CERTIFICATION F -Has been provided tote Y or N Division. Note 1-Acceptable records include ARC approvals,as-built surveys,and county tax records. Provide an explanation for every requirement that was not met, and for every"N/A" below. Attach additional sheets as needed. AS-BUILT DESIGNER'S CERTIFICATION GENERAL MDC I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed the construction of the project named above to the best of my abilities with all due care and diligence, and that the project meets the below listed General MDC found in NCAC 02H.1050 in accordance with the permit documents, plans and specifications on file with or provided to the Division, except as noted on the "AS-BUILT" drawings, such that the intent of the stormwater rules and statutes has been preserved. ❑ Check here if this is a partial certification. Section/phase/SCM #7 Check here if this is a part of a Fast-Track As-Built Package Submittal per.1044(3). Check here if the designer did not observe the construction, but is certifying the project. Check here if pictures of the SCM are provided. Printed Name Signature NC Registration Number Date SEAL: Consultant's Mailing Address: City/State/ZIP Phone Number Consultant's Email address: O Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2. OO N/E = not evaluated (provide explanation on page 2) ON/A = not applicable to this SCM or project. Consultant's Certification NCAC.1003((3) &GeneralOAs-built ON/ ON/A MDC.1050 E A. TREATMENT REQUIREMENTS 1. The SCM achieves runoff treatment. Y or N 2. The SCM achieves runoff volume match. Y or N 3. Runoff from offsite areas and/or existing BUA is Y or N bypassed. 4. Runoff from offsite areas and/or existing BUA is Y or N directed into the permitted SCM and is accounted for at the full build-out potential. S. The project controls runoff through an offsite Y or N permitted SCM that meets the requirements of the MDC. 6. The net area of new BUA increase for an existing Y or N project has been accounted for at the appropriate desi n storm level. 7. The SCM(s) meets all the specific minimum design Y or N criteria. B. VEGETATED SETBACKS BUA 1. The width ate vegetated setback as been Y or N measured from the normal pool of impounded waters,the MHW line of tidal waters, or the top of bank of each side of rivers or streams. 2. The vegetated setback is maintained in grass or other Y or N vegetation. 3. BUA that meets the requirements of NC S 143-214.7 Y or N (b2)(21 is located in the setback. 4. BUA that does not meet the requirements of NCGS Y or N 143-214.7 (b2)(2) is located within the setback and is limited to: a. Publicly funded linear projects (road,greenway sidewalk) b. Water-de endent structures c. Minimal footprint uses (utility poles, signs, security lighting and ap urtenances 5. Stormwater that is not treatedin an SCM is release y or N at the edge of the setback and allowed to flow through the setback as dispersed flow. OO As-built ®E/ ON/A C. STORMWATER OUTLETS-the outlet handles the pea Y or N flow from the 10 year storm with no downslo a erosion. D. VARIATIONS 1. A variation (alternative from the stormwater rue Y or N provisions has been implemented. 2. The variation provides equal or better stormwater control and equal or better protection of surface Y or N waters. E. COMPLIANCE WITH-OTHER REOLATORY PROGRAMS Y. or N has been meta F. SIZIN -the volume of the SCM to es the runoff om a surfaces into account and is sufficient to handle the Y or N required storm depth. G. CONTAMINATED SOILS-infiltrating SCMs are not Y :or N located in or on areas with contaminated soils. H. SIDE SLOPES 1. Vegetated side slopes are no steeper than 3H:1V. Y or N 2. Side slopes include retaining wa s, ga ion wa s, or Y or N other surfaces that are steeper than 3H:1V. 3. egetated sideslopes are steeper than 3H:1V Y or N (provide supporting documents for soils and vegetation). I. EROSION PROTECTION 1. The inlets do not cause erosion in the SCM. I Y or N 2. The outlet does not cause erosion downs lope of the Y or N discharge point during the peak flow from the 10 year storm. ). EXCESS FLOWS--An overflowbypass has been provided. Y or N K. DE WATERING-A method to drawdown standing water Y or N has been provided to facilitate maintenance and ins ection. L. CLEANOUT AFTER CONSTRUCTION-the S M has een Y or N cleaned out and converted to its approved desi state. M. MAINTENANCEACCESS 1. The SCM is accessible for maintenance and repair. Y or N 2. The access does not include lateral or incline slopes Y or N >3:1. N. DESIG ER LIFT TI (FAST-TRACK PE The designer is licensed under Chapters 89A,89C, 89E, or Y or N 89F of the General Statutes. Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E", below.Attach additional pages as needed: AS-BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed the construction of the project named above to the best of my abilities with all due care and diligence, and that the project meets all of the MDC found in NCAC 02H.1053, in accordance with the permit documents, plans and specifications on file with or provided to the Division, except as noted on the "AS-BUILT" drawings,such that the intent of the stormwater rules and the general statutes has been preserved. ❑ Check here if this is a partial certification. Section/phase/SCM Check here if this is part of a Fast-Track As-Built Package Submittal per .1044(3). Check here if the Designer did not observe the construction, but is certifying the project. Check here if pictures of the SCM are provided. Printed Name Signature NC Registration Number Date SEAL: Consultant's Mailing Address: City/State/ZIP Phone Number Consultant's Email address: O Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an explanation on page 2 OO N/E = not evaluated (provide explanation on page 2) ON/A = not applicable to this project or SCM. This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050 Consultant's Certification (MDC .1053) OAs-built ON/E OO N/A A. Foreba Depths Fountain 1. The available Sediment storage is consistent with the y or N approved plan and is a minimum of 6 in. j 2. Water flow over the fore ay erm into the main pond y or N occurs at a non-erosive veloci 3. The provided Fore ay Volume is 15%-20% of the main y or N pool volume. 4. The Forebay entrance elevation is deeper than the exit y or N elevation into the pond. i 5. The Average Design Depth oft the main pond below the permanent pool elevation is consistent with the Y or N permitted value? 6. Fountain documentation is provided. Y or N B. Side slopes Banks Vegetated Shelf i i i i 1. The width of the-Vegetated Shelf is consistent with the I Y or N approved pTans and is a minimum of 6 feet. 2. The slope of t e Vegetate Shelf is consistent with t o Y or N a roved lans and is no steeper than 6:1. C. As-built Main Pool/Areas/Volumes/Elevations 1. The permanent pool surface area provided is consistent Y or N with the permitted value. 2. The Temporary Poo Vo ume provi ed is consistent Y or N with the permitted value. 3. The permanent pool elevation is consistent with the Y or N permitted value. 4. The temporary pool elevation is consistent with the Y or N permitted value. OAs-built ONE ON A D. Inlets/ Outlet/Drawdown 1. The design volume draws down in 2-5 days. Y or N 2. The size of the Orifice is consistent with the permitted Y or N value. 3. A trash rack is provided on the outlet structure. Y or N 4. Hydrologic impacts tot the receiving channel are Y or N minimized from the 1 yr 24 hr storm discharge? 5. The inlets and the outlet location are situated per the Y or N approved plan and avoid short-circuiting. E. Vegetation 1. The vegetated shelf has been planted with a minimum Y or N of 3 diverse species. 2. The vegetated shelf plant density is consistent with the approved plans and is no less than 50 plants per 200 sf Y or N or no less than 24 inches on center. Provide an explanation for every MDC that was not met, and for every item marked"N/A" or"N/E" below.Attach additional pages as needed: �18 ... .. Ile Ile TI •..�. �y4'; o• �' err ! .... -o Ll IL fip to te � }, 'fit ►�'••wv�� '� .y_ T.�r �•r•- Ilk - do• .yam � -_ � ' �` -�. � ,+. _ �: + ir y ter. t