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Home My WebLink About20190862 Ver 1_AsBuilt_2022_20220914Mitigation Project Information Upload ID#* 20190862 Version* 1 Select Reviewer: * Erin Davis Initial Review Completed Date 09/15/2022 Mitigation Project Submittal - 9/14/2022 .................................................................................................................................................................................................................................................................. Is this a Prospectus, Technical Proposal or a New Site? * 0 Yes O No Type of Mitigation Project:* Stream Wetlands Buffer Nutrient Offset (Select all that apply) Project Contact Information Contact Name: * Email Address: * Paul Wiesner paul.wiesner@ncdenr.gov Project Information ID#:* 20190862 Existing ID# Project Type: Project Name: County: Version:* 1 DMS Mitigation Bank Nesbit Stream and Wetland Mitigation Site Union Document Information Mitigation Document Type: * Mitigation As -Built Plans File Upload: Signature ............................................ Print Name: * Signature:* Nesbit_100121 _AB_2022. pdf Existing Version 3.71 MB Please upload only one PDF of the complete file that needs to be submitted... Paul Wiesner DocuSign Envelope ID: 1FC76015-44FB 474D-ABCE-701E6835D8D2 QD NC DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF MITIGATION SERVICES AS -BUILT PLANS NESBIT SITE LOCATION: UNION COUNTY, NORTH CAROLINA TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING, GRUBBING, GRADING, EROSION CONTROL AND PLANTING) VICINITY MAP Not to Scale RECORD DRAWING Parkwood School Rd 1146 NOTE:GLEN BRANCH IS LOCATED IN A FEMA LIMITED DETAILED STUDY AREA. PROJECT TO BE CONSTRUCTED ACCORDING TO APPROVED CONSTRUCTION DOCUMENTS. ANY DEVIATIONS FROM THE PLANS WILL REQUIRE APPROVAL FROM THE ENGINEER AND FLOODPLAIN ADMINISTRATOR Nesbit Site Site #100121 Catawba 03030030; Union County Contract #00077868 Latitude: 34.8936 Longitude:-80.6544(WGS84) GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 ThLW \/ PROFILE (HORIZONTAL) 10 5 0 10 1tlit PROFILE (VERTICAL) END -GLEN- STA 42f17 STAR T -UT2 END STA RT -GLEN- END -U TGI- EN�Q et 1 ca P_SHG4LENaAB0STA 0f77 UTf- 30N 2SSTAm=/9 �QP1"H4*,,or: SSyNR-UT lA 0f00STA 0f00 UT STA 9f80 edied -oUTA l PSH AB-041 GLEN START -UTI- STA 0+00 Nesbit Rd 1131 PROPOSED LENGTH OF -GLEN- = 4140 PROPOSED LENGTH OF -UT 1A- = 314 PROPOSED LENGTH OF -UT 1- = 980 PROPOSED LENGTH OF -UT 2- = 309 TOTAL STREAM LENGTHS (LF) = 5743 RESTORATION LEVEL STREAM (linear footage) RIPARIAN WETLAND (acreage) NONRIPARIAN WETLAND (acreage) RESTORATION 4801 5.338(Reestablishment) 0.000 ENHANCEMENT I 316 1.789 (Rehabilitation) 0.000 ENHANCEMENT!! 541 0.000 0.000 PRESERVATION 0 0.000 0.000 TOTALS 5658 7.127 0.000 MITIGATION UNITS 5199.756SMUs 6.531 RIPARIAN WMUs NONRIPARIAN WMUs Axiom Environmental, Inc. RS RESTORATION SYSTEMS I LLC Axiom Environmental 218 Snow Ave Roleigh, NC 27603 GRANT LEWIS Restoration Systems 1 101 Haynes St. Suite 211 Raleigh, NC 27604 PROJECT DESIGNER WORTH CREECH SITE CONSTRUCTION MANAGER SHEET NUMBER AB-01 AB-02 AB-03 AB-04A T H RU AB-04V AB-04W STATE STATE PROJECT REFERENCE NO. SHEET TOTAL SHEETS N.C. NES1IIT SITE 1 INDEX OF SHEETS SHEET Title Sheet Symbology Easement As -Built Structures As -Built Planting List SURVEYORS CERTIFICATION(S) Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous material sites, underground utilities or any other features above, or below ground other than those shown. However, no visible evidence of cemeteries or utilities, aboveground or otherwise, was observed by the undersigned (other than those shown). I certify that the survey is of an existing parcel or parcels of land or one or more existing easements and does not create a new street or change an existing street. I JOHN A. RUDOLPH , certify that this plat was prepared under my supervision from an actual field survey made under my supervision, of as -built conditions. That the boundaries not surveyed are clearly indicated as such and were plotted from information as referenced hereon; That the ratio of precision as calculated was 1:7,500+ and that the global navigational satellite system (GNSS) was used to perform this survey and the following information was used: Class of Survey: CLASS B (HORIZONTAL) CLASS B (VERTICAL) Positional Accuracy: 0.12 feet (HORIZONTAL) Type of GPS field procedure: RTK Dates of survey: May and June 2022 Datum/Epoch: NAD 1983(2011) Published/Fixed Control Use' OPUS Geoid Model' 2012B CONUS Combined Grid Factor: 0.99995565 GROUND TO GRID Units' US SURVEY FEET That this plat meets the requirements of the standards of practice for land surveying in North Carolina. Witness my hand and seal this 29th day of June , 2022. SEAL OR STAMP \Y�1Y111111f/// (--7bo- �i�n�° //// /i • SEAL L-4194 %O57, *0 SURv4'* * / a \, //gsNL EY) VC \\filitill`� 9/1/2022 L-4194 Professional Land Surveyor Prepared in the Office of: SUNGATE DESIGN GROUP, P.A. •0 905 JONES FRANKLIN ROAD RALEIGH. NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 JOSHUA G. DALTON, P.E. PROJECT ENGINEER DATE: License Number DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Computed Property Corner Property Monument Parcel/Sequence Number Existing Fence Line Proposed Fence Gate 0 EIP ECM X X X Proposed Barbed Wire Fence Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap Sign Well Small Mine Foundation Area Outline Cemetery Building School Church Dam HYDROLOGY.- Stream or Body of Water Hydro, Pool or Reservoir 7 Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch EAB EPB HPB 0 0 0 W t Js BZ 1 BZ 2 RIGHT OF WAY & PROJECT CONTROL: Secondary Horiz and Vert Control Point Primary Horiz Control Point Primary Horiz and Vert Control Point CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering Exist Permanent Easment Pin and Cap New Permanent Easement Pin and Cap Vertical Benchmark Existing Right of Way Marker Existing Right of Way Line New Right of Way Line New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R/W Marker New Control of Access Line with Concrete C/A Marker Existing Control of Access New Control of Access Existing Easement Line New Conservation Easement New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement m O 0 0 (A, Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: O POWER: Existing Power Pole [� Proposed Power Pole ROADS AND RELATED FEATURES: Existing Edge of Pavement Existing Curb — Proposed Slope Stakes Cut Proposed Slope Stakes Fill Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal VEGETATION: Single Tree Single Shrub Hedge Woods Line Orchard Vineyard EXISTING STRUCTURES: MAJOR: ♦ Bridge, Tunnel or Box Culvert 0 Bridge Wing Wall, Head Wall and End Wall — MINOR: Head and End Wall E TDE PDE DUE PUE TUE AUE C F CR TTTT 11 n n n ED Vineyard CONC CONC WW / CONC HW \ >— CB Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H—Frame Pole U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) TELEPHONE: Existing Telephone Pole WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line U/G Water Line U/G Water Line LOS B (S.U.E*) LOS C (S.U.E*) LOS D (S.U.E*) Above Ground Water Line GAS: Gas Valve Gas Meter 0 0 A/C water U/G Gas Line LOS B (S.U.E.*) U/G Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line A/G Gas OO Above Ground Sanitary Sewer SS A/G Sanitary Sewer SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) FSS SS Forced Main Line LOS D (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B (S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A (S.U.E.*) Abandoned According to Utility Records End of Information Existing Contour Major Existing Contour Minor Contour Interval = 1 ft Riffle Rip Rap Log Vane Log Cross Vane Step Pool Structure Stream Plug FSS • 0 0 (uso) AATUR E.O.I. Hof t o o$0 >oa ooa ooa ooa Begin End Floodplain Interceptor Proposed Fence Limits of Disturbance AS BUILT Stream Centerline Stream Top of Bank Stream Gauge Groundwater Gauge Benthic & Water Quality Station Origin Point on CVS Plots CVS Plots Cross Section Adjusted Stream Structure Not Constructed /l / / Jlip/ii — LOD — O XS-10R 0 21122 SL'NGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED cD CD CO w 0 w Q cr CO o ,1;' . •I 1- m co W z UNION COUNTY, NC SYMBOLOGY PROJECT n DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD REVISIONS: SHEET NO. AB-02 DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 7 7 CE CE i SURVEY INFORMATION PROPERTY/ EASEMENT PROVIDED BY: K2 DESIGN GROUP, P.A. 5688 U.S. HIGHWAY 70 EAST GOLDSBORO, NC 27534 CONSERVATION EASEMENT Parkwood School Rd 1146 es •► R 200' 100' 0 EELLE SCALE: 1"= 400' HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 CROSSING 1131 60' WIDE NON—EXCLUSIVE ACCESS EASEMENT i 200' 400' J a 0 0 c 0 co Z 0 21122 SL'NGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED a cD CD CO w 0 w Q cr CO o ,1;' 1- m W Z UNION COUNTY, NC EASEMENT PROJECT +� DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD REVISIONS: SHEET NO. AB-03 DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 25' 12.5' 0 25' 50' EAS MENT LINE \2 RICHARDSON JAMES A START RESTORATION STA 0+77 -GLEN- CE f PERMANENT CHANNEL FORD -9£9 3D LIMITS OF GRADING EASEMENT LINE Ov N N 3J EASEMENT LINE BUFORD TOWNSHIP FARMS LLC BK:7279 PG:643 CE 3J CROSS VANE (TYP) LIMITS OF GRADING <v= Sv E PROP BANKFULL 0, oo TIT 3D GLE TI CE SCALE: 1"=50' £8 CVN RECORD DRAWING 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 -GLEN- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 421,847.05 1,504,567.15 631.45 631.30 CROSS VANE 421,701.08 1,504,569.32 631.00 630.88 640 7 5 635 630 Akd TA n E 1- L 1 E V AN (,1 6 N 3 2 L N 5 1 AT EXST COU NII PROP THAlWG / • T I4A LW E s O 625 62Q S TART RFSTORAT FA 0+77 -CLEN- EL EV .3 AS BU LT E E L E J z 635 630 625 N GROUP, PA Q 0 O CD CO w o w QCD I �I Cl� • 1- m N W Z UNION COUNTY, NC REVISIONS: 0 +50 01 +50 02 +50 03 +50 04 +50 05 SHEET NO. AB-04A DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 25' 12.5' 0 25' 50' 640 635 630 625 670 CE s ccl cP s � 'o 4\h, 0 -7 T \ J -,9 N N 17C9 30 PROP BANKFULL TIT LIMITS OF GRADING CROSS c? VANE (TYP) EASEMENT LINE 2 2 o CE CE ,'>) ,»00 )0 CE CE2 v, cp ^ 631 / c_D T SCALE: 1"=50' RECORD DRAWING C _ /^... N bx ai / -\ N.-- —7, ..,<_.-- ---.1- -777 o c°' \_� r317 ��6ws 01/ L. v EASEMENT LINE 30 3D BUFORD TOWNSHIP FARMS LLC BK:7279 PG:643 teg LIMITS OF GRADING STREAM PLUG FILL EXISTING CHANNEL ,-DgquSig4iebyciAR�44ZF.A zz -F44i 'O89A 8C199C ; \� T-TT = 2697I = _ yUq 6 9 P\7 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 -GLEN- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 421,649.30 1,504,531.06 630.52 630.64 CROSS VANE 421,548.54 1,504,443.25 629.65 629.77 CROSS VANE 421,445.17 1,504,395.08 628.88 628.80 CROSS VANE 421,395.15 1,504,354.34 628.33 628.47 CROSS VANE 421,338.52 1,504,345.58 628.05 628.10 LE 640 A EXST PRO' G RO TH LI ND ALWEG 635 r -r s i 1 630 625 P R 0 P T A LW E AS-B U ILT CE NT E RL NE 620 N GROUP, PA Q 0 0 O CD L.L_I CI LL_I Q CD *1 1- m N W z UNION COUNTY, NC REVISIONS: 05 +50 06 +50 07 +50 08 +50 19 +50 10 SHEET NO. AB-04B DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 -GLEN- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation LOG VANE 421,288.32 1,504,286.87 627.51 CROSS VANE 421,244.86 1,504,257.11 627.26 627.47 CROSS VANE 421,210.94 1,504,223.69 626.70 626.64 CROSS VANE 421,154.68 1,504,216.66 626.43 CROSS VANE 421,021.64 1,504,200.78 625.46 625.41 CROSS VANE 420,974.54 1,504,199.01 625.20 625.23 0.0 LOG VANE (TYP) FILL EXISTING CHANNEL LIMITS OF ,/ GRADING ,' EASEMENT LINE \j T BLiFORD/ TOWNSHIP FARMS LLC BKe7279 PGe643 PROP BANKFULL cFwc6jjCE 7-77 9Z9 9 LIMITS OF GRADING END ENHANCEMENT I,' TART RESTORATION STA 14+15 -G 25' 12.5' 0 25' 50' TIT SCALE: 1"=50' RECORD DR/ D CROSS VANE (TYP) EASEMENT LINE END RESTORATION START ENHANCEMENT I STA 13+52 -GLEN- /sx Co DocuSgnoilby: R j547�� CC6,v 10S9ADSO14994C3 / 0� 7Z SEAL 7. _ = 26971 = _ 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 LE 635 7 635 63 a C P IpALWEG -r -r 630 625 62Q 615 AT P F X,St RO? G O R hlf) TI-IALW EG AS— B LT CEN TE FINE S TA R \IUR t ETA _STO NATI O N ANCEMFN 1 43 52 -OL ELEV 625.46 FNIf) _NHANCFMENT STAR - RESTOPATION STA 14-15 - EN- z 625 620 615 E_EV .90 +50 12 +50 13 7 H E- 0 0 0 0 0 0 0 N GROUP, P., z PROJECT n DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD REVISIONS: SHEET No. AB-04C DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 PROP BANKFULL T=EASEMENT LINE,' CE START DROP 6YRU CTU RE _"-- R28-- STR. TYPE CROSS VANE CROSS VANE CROSS VANE N.- :_c___ TVs 'c, -UT 1- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation DROP STRUCTURE 420,738.10 1,504,243.50 624.08 624.02. DROP STRUCTURE 420,724.87 1,504,226.51 622.92 CE .GE -UT 1- AS -BUILT STRUCTURE LOCATIONS CC NORTHING 420,825.34 420,812.27 420,786.94 1111111111 EASTI NG 1,504,316.94 1,504,290.44 1,504,262.35 Prop Elevation AB Survey Elevation 625.20 624.83 624.46 11 i■iiii111i11111iii`"" �'llllil 1111111 ■ 1�1111111■11 ■itii`'Sfii i■11 u1111111 11�111�111:11 ��1■1��I�111� 625.32 624.93 624.51 E.rOR4T !1 g'I�TJIIIIIIIIII_A IIIIIIiui: !IIII ■c. u.v�c�� r .. ou.r u... o... r4u.ti mrew .a.mrmmo Baca-.uueMn ME =EMMEN= ■-; L.111■11 ME __.._...■11 PROP BAN END RESTORATION STA 9+80 -UT1- TA 16+ 2 -GLEN- ND DROP STRUCTURE _ _ LL LIMITS OF GRADING z w J EASEMENT LINE- BL]FORD TOWNSHIP FARMS LLC BK:7279 PG:643 LIMITS OF GRADING CROSS VANE (TYP) 211111-----MIME IM1111111■■1IIion•a1�.■1 ...�i�i T—ilj■°-��M11■IM■w�� ■1 Ill�i�� 1 ilII`m11I��_ l .�rGI mom mm ...= WWI .11.M1=1.1•.....M - irk..=MO ME= ME ...rr. rrrr. rr_rr•..rrrrrr- rr-ME MM rr. 15 +50 16 +50 17 I;U r +50 25' 12.5' 0 SCALE: 1"= 50' EASEMENT LINE 24- Peg ----- �DocuSiRneiftiy: R �'1089 D$�149 4C3... 0 _ S-SL 26971 = loillwo 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 RECORD DRAWING - -GLEN-AS-BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 420,858.18 1,504,193.38 624.35 614.19 CROSS VANE 420,811.13 1,504,206.43 623.79 623.71 CROSS VANE 420,777.11 1,504,223.41 623.56 623.54 CROSS VANE 420,698.11 1,504,206.85 622.92 622.80 CROSS VANE 420,646.00 1,504,206.84 622.65 622.54 CROSS VANE 420,594.61 1,504,183.26 622.10 622.06 CROSS VANE 420,545.73 1,504,062.30 621.19 621.15 18 +50 19 + 50 20 r 1 1_ PROJECT . DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 -GLEN- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 420,527.20 1,504,014.02 620.61 LOG VAN E 420,090.67 1,504,039.62 618.74 618.48 -G\O BOG P 2� Gq0 o - �� G�SEE S\-\ V" , o� ..1* CROSS VANE (TYP) STREAM PLUG EASEMENT LINE 25' 12.5' 0 25' 50' TI I SCALE: 1"=50' RECORD DRAWING Z w g EASEMENT LOG (TYP) 2 LIMITS OF + LINE J �� GRADING ` PROP BANKFULL o ,X _ C6 CE C' 3 p ,ti�s �- 10� =2 _62 __ y i��_ Al _ . ___-- 2zs, - �� /,,Z9 J \� •MW-5 �� LIMITS OF GRADING 3D BUFORD TOWNSHIP v FARMS LLC BK:779 PG:643 v� FILL EXISTING CHANNEL 3J 3J � (.-D74Sig nd br A /i,/ ±.144j5;14,01 / 1089A114994C3... /� _ = 2697I 227 6 /2 7U4 6 P� 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 LE N z z 630 C r Q AT XST PRO GRO u THALW EG ur Lw r Q Q 625 620 A LT E NTERL E 15 610 5 20 +50 21 +50 22 +50 23 +50 24 +50 25 DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 V, .S; -GLEN- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 419,962.76 1,503,860.41 618.01 617.69 CROSS VANE 419,907.35 1,503,702.20 617.26 617.08 CROSS VANE 419,878.66 1,503,624.97 616.63 616.55 EASEMENT LINE k \ FILL EXISTING CHANNEL CROSS VANE (TIP) EASEMENT LI/NE BUFORO TOWNSHIP FARMS LLC BA:7279 PG:643 25' 12.5' 0 25' 50' 1. RECORD DRAWING FILL EXISTING CHANNEL LIMITS OF GRADING CE >.6/9 1 \• LIMITS OF� GRADING \ ZZ9 ZZ9 z w J CD I CD 0 0 0' + m 0 < rsn aw to ww zw J � (_) DocuSigrl�r5 \by: l RI l l N FAO /'% —108JADC14994C3... _ = 2697I = 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 LE N 630 625 620 615 h1Q 0 J 5 r A P E R ST R TH UND ALWEG AS—B L CE E RLI NE R U P THA WE G 25 +50 26 +50 27 +50 28 +50 29 +50 30 r 630 625 620 615 610 7 0 0 0 0 0 0 z PROJECT n DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD REVISIONS: SHEET No. AB-04F DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 630 625 1,20 615 h1Q c u w w (,. LL A P T FIB START DROP TRUCTURE CROSS \A% VANE 1TYP UT2 D RFSTORATJ STA E ROP THALWEG XST GR UND OP THAI WFC AS -BUILT CENTERLINE 3+00 LEV L 61 5 T 2 tit -GLEN- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 419,844.28 1,503,581.33 616.38 616.26 CROSS VANE 419,743.25 1,503,399.45 615.16 614.96 CROSS VANE 419,636.42 1,503,318.18 614.35 614.14 FILL EXISTING CHANNEL PROP BANKFUL z LIMITS OF GRADING i BUFORD TOWNSHIP K27279 PG:643 EASEMENT LINE PROP BANKFULL 9D D RESTORATIONS STA 3+09 -UT2- i CROSS S1A30+89 -GLEN- VANE (TYP) END DROP\STRUCTURE 02 +50 03 30 +50 AT PRO' E�l ST ST EL loROU NL) THALW EG EST R A 3+ A 3 EV AT -UTL 09 -6 b15tI2 LIMITS OF GRADING r L9 MW-3 J LC N 25' 12.5' 0 25' 50' TTTT SCALE: 1"= 50' RECORD DRAWING FEMA 0 YR LEN AS- 31 + 50 32 +50 LT P R Do7Sjghil' e i i BAR, .13 .,, 'au / 1 9AD 1 94C3...0 ,oTTo�- _ = 2697I = _ 11 /s, G'AF-�Qo� oillwo\\\ oq 69P' 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CE HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 -UT 2- AS -BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 419,943.76 1,503,533.96 617.83 617.72 CROSS VANE 419,920.55 1,503,546.20 617.46 617.52 CROSS VANE 419,893.06 1,503,549.12 617.09 617.00 CROSS VANE 419,871.59 1,503,553.93 616.69 616.73 DROP STRUCTURE 419,861.22 1,503,552.69 616.39 DROP STRUCTURE 419,842.67 1,503,543.17 615.82 EN T TE ALW RLI E NE z 0 -5 33 +50 34 +50 35 0 J) 630 625 620 6 15 610 1- m w z REVISIONS: SHEET NO. AB-04G DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 c� 0 O X Q ✓ -----91.9- CROS_S_ _ _ _ - - - - VANE (TYP) 81,9 3D LIMITS OF 30 GRADING FEMA 100 YR ASE --- FEMA 100 Y EASEMENT LINE LIMITS OF GRADING BUFORD TOWNSHIP FARMS LLC e7 9 PG2643 w CE CE — o CE P •CE c £ BANIkFt1LL , M _ 616-_ tiG 3D LOG VA — I 25' 12.5' 0 25' 50' TTTT SCALE: 1"=50' RECORD DRAWING 60' WIDE NON-EXCLUSIVE ACCESS EASEMEN�� _/ 100 YR START DROP NO3 STRUCTURE CDs 00 k 6M 37 , 90 FE AA 100 YR -GLEN- AS -BUILT STRUCTURE LOCATIONS CE • MW CE DocuignOilA yi:1 1 1 1 1// T 1.0- 9(ba 49 3... 0' / % ,0 SSSL-57----- = 2697I = _ yVq G9P\- 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 STR TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 419.568.41 1,503,191.67 613.69 613.49 LOG VANE 419,441.39 1,503,030.54 612.96 612.36 CROSS VANE 419,400.14 1,502,957.46 612.68 612.43 DROP STRUCTURE 419,327.09 1,502,880.74 612.37 612.16 625 620 615 610 605 IIIIIIIIII IIIIIIIIII IIII 11111111111 z IFT 615 c AT EXST PRO' ROU ALWEC -r 610 J f ✓' 615 — - AS P R P TH AL WEG '10 605 35 +50 36 +50 37 +50 38 +50 39 +50 40 c� 7 0 0 0 00 0 0 N GROUP, P., z PROJECT n DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BYr JGD REVISIONS: SHEET No. AB-04H DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 62 5 620 615 610 605 m LIM END DROP STRUCTURE LIMITS OF GRADING EASEMENT LINE P P P 60' WIDE NON-EXCLUSIVE ACCESS EASEMENT T A LW E E X ST AT P G RO P U T ND ltALWE END 5 1 A A S-13 ES 4 1 9 LOG VANE (TYP) PROP BANKFULL BUFORD TOWNSHIP FARMS LLC BK:7279 PG:643 LT RAT L E E E L E 1 LEN MN I RECORD DRAWING END RESTORATI®N STA 41+92 -GLEN- oocuS�ign�il�11 1 / L240476(At z/ 1b896819940'3.0' -7 O = 26971 = _ 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 -GLEN-AS-BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation DROP STRUCTURE 419,319.49 1,502,740.15 609.99 610.56 LOG VANE 419,332.39 1,502,698.02 610.37 625 615 605 N GROUP, PA O CD CO w o w QCD I �I *1 1- m N W z UNION COUNTY, NC REVISIONS: E L E V 6 40 +50 41 + 50 42 + 50 43 +50 44 SHEET NO. AB-04I DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 -UT 1-AS-BUILT STRUCTURE LOCATIONS STR TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 420,726.60 1,504,929.62 629.04 628.97 12 1,601,870.08 628.02 R VANE ,C06.78 CROSS VANE 420,658.38 1,504,831.71 628.79 628.92 CROSS VANE 420,646.52 1,504,764.22 628.65 628.74 CROSS VANE 420,671.66 1,504,705.11 628.52 628.63 CROSS VANE 420,731.32 1,504,654.49 628.35 628.44 RECORD DRAWING k\ORS 6170 P' � v' v 6639 - g STA 3+14 -UT1A- r — 632 z 3*00 634,E /' ,63A— / �_� PONDER, BILLY JOE �'), T/ ,7 �; & LORETTA H o / / �' l. - \ �' 6 PRo BANKFUOLL // ,' �/� — \ \ �''�� 0��, 0 SG� / ,� - v vI CROSS VANE NOT CONSTR �' TED / � �' �� V 6 DUE TO FIELD CONDI IONS \ \� Ski F END ENHANCEMENT II RAHTES, LORI A BK27378 PG20773 LIMITS OF GRADING START ENHANCEMENT I STA 0+00 -UT1- EASEMENT LINE CROSS VANE (TYP) START RESTORATION STA 2+53 -UT1- BUFORD TOWNSHIP FARMS LLC BK:7279 PG:643 63 EASEMENT LINE aX <oX °o Docu i ne� by: / /T i C.: 4. s 108 Ap 49994C3... 2697I ' ' 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 UT A T 1 635 630 625 62Q 615 i f EXST AT P GROU N D P THALW END FN HA STA 3 ELEV EG F 44 6 M U 6 F T 9 N 1 T A- 11 STA C TA LC RT V AT E>\ +0 62 H -U 1 EXST G PROP T ANCEM T1 5 R UN HALWEG NT AS-BU ILT E NT -ld L E EN EN S HA A N 3+ TA 2 1 ME -U NT T END ENHANCE�MEIJT I START RE.S ATI STA 2 53 UT E tV b28.4O _nQ 7- I J) 1635 30 625 615 N GROUP, PA 1- N w z UNION COUNTY, NC REVISIONS: +50 03 +50 0 +50 01 +50 02 +50 03 +50 04 +50 05 SHEET NO. AB-04J DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 a a -UT 1-AS-BUILT STRUCTURE LOCATIONS STR. TYPE NORTHING EASTING Prop Elevation AB Survey Elevation CROSS VANE 420,845.31 1,504,339.96 625.70 CROSS VANE 420,788.20 1,504,570.84 628.11 628.27 CROSS VANE 420,853.55 1,504,541.68 627.63 627.73 CROSS VANE 420,877.08 1,504,526.39 627.25 627.47 CROSS VANE 420,871.67 1,504,440.70 626.69 626.34 CROSS VANE 420,864.90 1,504,402.19 626.25 626.04 6,9n EASEMENT LINE BUFORD TOWNSHIP FARMS LLC BK:7279 PG:643 PE NENT CHANN , FORD 00 END ENHANCEMENT II START RESTORATION STA 7+45 -UT1- IMITS OF GRADING 00 CROSS VANE (TY C 9 632 - , /' n41 � 6?-9 - - � LIMITS OF GRADING 7\W/11 ILIIIN lJWW7R� — — PROP BANKFULL� END RESTORATION START ENHANCEMENT II NN STA 6+34 -UT1NN - 25' 12.5' 0 TIT c T�MR �cy< /1/F T1 :rvIraT. yNly\■ •1N�_ _/A JET N-MyT_H<i�•i= i A LWE 25' 50' SCALE: 1"=50' 2 RECORD DRAWING :iiiii DocvG ,r ,. a �y:C A R /T, ,, �"108 AD$�1C44 C3...� 0 = SEAL 7,7-= _ = 26971 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 615 05 +50 06 +50 07 +50 08 +50 PROJECT n DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 a ti r 0= CE START ENHANCEMENT II STA 0+00 -UT1A- PONDER, BILLY JOE & LORETTA H EASEMENT LINE CE 25' 12.5' 0 25' 50' TIT SCALE: 1"=50' RECORD DRAWING 0 Fri r mz = cn mom, ——_T/Th,——fir D oLP I LC I D PONDER, BILLY JOE & LORETTA H 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 UT1 A 64b 540 63$ 635 2C 630 62� VI0,1 IRbIViTL•1151•J►L rJrrm11 !WM i.117Mewit Rile Yd�l� 1 J.'J•1JM I _LIKI \R R� MOP 625 • 7 a 0 0 u 0 0 0 0 0 N GROUP z PROJECT n DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD REVISIONS: SHEET NO. + 50 01 + 50 02 +50 AB-04L DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 LIMITS OF GRADING \ N BUFORD TOWNSHIP FARMS LLC BK:7279 PG:643 O � PROP L BANKFULL EASEMENT LINE — CE ZZ9--- --- -£Z9- - i7Z9 3D END ENHANCEMENT II START RESTORATION STA 1+12 -UT2- LIMITS OF GRADING STARTEAIIANCEUE AT P RO T2 PR P 25' 12.5' 0 25' 50' TIT SCALE: 1"=50' £8� RECORD DRAWING —DocuSighl‘by�A��T //i L JO 1089A[T8C49 4C3... j� SEAL = 2697I = ;s o) 9/1/2022 DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 1988 0 +50 01 + 50 02 PROJECT n DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD DocuSign Envelope ID: 1 FC76015-44FB-474D-ABCE-701 E6835D8D2 DESIGN PLANTING TABLE Vegetation Association Piedmont/Mountain Bottomland Forest* Dry-Mesic Oak- Mc kory Forest" Stream -side Assemblage** TOTAL Area (acres) 7.2 5 3.8 16 Species # planted* % of total # planted* % of total # planted** % of total # planted River birch (Betula nigra) 245 5 -- -- 1550 15 1795 Bittemut hickory (Carya cordiformis) 490 10 -- -- -- -- 490 American elm (Ulmus americana) 245 5 170 5 -- -- 415 Red bud (Cercis canadensis) -- -- 510 15 -- -- 510 Silky dogwood (Corpus amomum) 245 5 -- -- 2067 20 2312 Persimmon (Diospyros virginiana) -- -- 510 15 -- -- 510 Hackberry (Celtis occidentalis) 490 10 -- -- 517 5 1006 Green ash (Fraxinuspennsylvanica) 245 5 -- -- 517 5 762 Tulip poplar (Liriodendron tulipifera) 245 5 170 5 517 5 932 Sycamore (Platanus occidentalis) 245 5 170 5 1550 15 1965 Red mulberry (Mores rubra) -- -- 170 5 517 5 687 Water oak (Quercus nigra) 734 15 680 20 -- -- 1414 White oak (Quercus alba)) 490 10 680 20 1034 10 2203 Red oak (Quercus rubra) -- -- 340 10 -- -- 340 Black gum (Nyssa sylvatica) 490 10 -- -- 1034 10 1523 Willow oak (Quercus phellos) 245 5 -- -- 1034 10 1278 Shumard oak (Quercus shumardii) 490 10 -- -- -- -- 490 TOTAL 4896 100 3400 100 10336 100 18632 Planted at a density of 680 stems/acre. ** Planted at a density of 2720 stems/acre. RECORD DRAWING AS -BUILT PLANTING TABLE Vegetation Association Piedmont/Mountain Bottomland Forest* Dry-Mesic Oak- Hickory Forest* Stream -side Assemblage** TOTAL Area (acres) 7.2 5.0 3.8 16.0 Species # planted* % of total # planted* % of total # planted** % of total # planted River birch (Betula nigra) 250 5 -- -- 1750 17 2000 Shagbark hickory (Carya cordiformis) 500 10 -- -- -- -- 500 Hackberry (Celtis occidentalis) 400 8 -- -- 600 6 1000 Red bud (Cercis canadensis) -- -- 600 18 -- -- 600 Silky dogwood (Corpus amomum) 350 7 -- -- 2150 21 2500 Persimmon (Diospyros virginiana) -- -- 500 15 -- -- 500 Green ash (Fraxinus pennsylvanica) 200 4.5 -- -- 700 7 900 Tulip poplar (Liriodendron tulipifera) 200 4.5 150 4 650 6.5 1000 Red mulberry (Morus rubra) -- -- 150 4 350 3 500 Black gum (Nyssa sylvatica) 300 6 -- -- 950 9 1250 Sycamore (Platanus occidentalis) 400 8 150 4 1700 16.5 2250 White oak (Quercus alba) 200 4.5 150 4 650 6 1000 Water oak (Quercus nigra) 1000 20 1000 30 -- -- 2000 Willow oak (Quercus phellos) 200 4.5 -- -- 800 8 1000 Red oak (Quercus rubra) -- -- 500 15 -- -- 500 Shumard oak (Quercus shumardii) 600 12 -- -- -- -- 600 American elm (Ulmus americana) 300 6 200 6 -- -- 500 TOTAL 4900 100 3400 100 10300 100 18600 0 21122 SL'NGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED a 0 (D to w w 1- m N W z UNION COUNTY, NC AS -BUILT PLANTING LIST PROJECT +� DRAWING NAME: DATE: 2022 DRAWN BY: JRH REVIEWED BY, JGD REVISIONS: SHEET NO. AB-04N