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HomeMy WebLinkAbout20171156 Ver 1_AsBuilt_2020_20200806ID#* 20171156 Version* 1 Select Reviewer:* Erin Davis Initial Review Completed Date 08/06/2020 Mitigation Project Submittal - 8/6/2020 Is this a Prospectus, Technical Proposal or a New Site?* O Yes a No Type of Mitigation Project:* rJ Stream r Wetlands [Buffer ❑ Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Matthew Reid Project Information ................................................................................... ID#:* 20171156 Existing IDY Project Type: Project Name: County: F DMS r Mitigation Bank Horne Creek Tribs Surry Document Information Email Address:* mattdreid@gmail.com Version: * 1 Existing Version Mitigation Document Type:* Mitigation As -Built Plans File Upload: HorneCrk_100026 AB_2020.pdf 16.02MB Rease upload only one PDF of the corrplete file that needs to be subrritted... Signature Print Name:* Matthew Reid Signature:* DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF MITIGATION SERVICES HORNE CREEK TRIBUTARIES MITIGATION PROJECT CERTIFICATE OF AS -BUILT SURVEY AND ACCURACY I, CHRISTOPHER L. CO LE, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION AND THAT THIS GROUND SURVEY WAS PERFORMED AT THE 90% CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOG RAP H I C/PLAN I M ETR I C SURVEY TO THE ACCURACY OF CLASS "A" AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS "A" STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED BEFORE 6/27/2020; THAT THE SURVEY WAS COMPLETED BEFORE 6/27/2020; THAT CONTOURS SHOWN AS [BROKEN LINES] MAY NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON 'NAD 83/2011 AND ELEVATIONS ARE BASED ON NAVD88/GEOID 12A. (1) CLASS OF SURVEY: A (2) POSITIONAL ACCURACY:0.07' (3) TYPE OF GPS FIELD PROCEDURE: RTK/VRS (4) DATES OF SURVEY:6/27/2020 (5) DATUM/EPOCH: NAD83/20I I (6) GEOID:12A (7) COMBINED GRID FACTOR: 0.99999453 (8) UNITS: US SURVEY FEET (9) CORS STATION: NCNW NCST DOBS ITNESS Y ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS THE 7 DAY OF OFFICIAL SEAL \\ \ �IIIIIIII//// CA 0 41A /0/IIIIIII of CHRISTOPH L. COLE, NCPLS L-5008 0* OR SURRY COUNTY, NORTH CAROLINA NCDEQ - DMS PROJECT ID # 100026 NCDEQ - DMS CONTRACT #7181 UNDER RFP 16-006993 YADKIN RIVER BASIN (CU 03040101) USACE ACTION ID # SAW-2017-0151 0 TYPE OF WORK: STREAM MITIGATION STATION 10+00 END CONSTRUCTION R1 END CONSTRUCTION R5 STATION 48+12 BEGIN CONSTRUCTION R4A STATION 10+98 BEGIN CONSTRUCTION R413 STATION 10+72 END CONSTRUCTION R2 BEGIN CONSTRUCTION R4 STATION 13+13 END CONSTRUCTION R3 STATION 12+55 �o R4A10 5� 'r�` ' -�� N % / _ __ % / so i ,i R5 O y�% APPROXIMATE PROJECT CENTER 36.2851950 N -80.50321000 W 'tom' KIGER RD. SR-2071 o 5 �. SHEET INDEX 1 COVER SHEET 2 LEGEND 3 10 PLAN AND PROFILE 11-12 MONITORING PLAN BEGIN CONSTRUCTION R3 STATION 10+51� O v ■ R3 1 R4 /40.0/ VICINITY MAP N.T.S. ELLIS HARDY ROAD "Oy s CAUDLE ROAD PROJECT 7o oP�s�o LOCATION o 1 R2 Vi i BEGIN CONSTRUCTION R2 STATION 9+49 I END CONSTRUCTION R4A R413 STATION 12+65 � Nti 5� END CONSTRUCTION R4 BEGIN CONSTRUCTION R5 STATION 25+19 END CONSTRUCTION R413 STATION 12+24 AS -BUILT WATER &LAND SOLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterlandsolutions.com PROJECT ENGINEER CAR 900000699 �) �O 8/3/2020 �i�•i �: • SEAL = Docep 5 9110 ♦♦♦�010HE R ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION PROJECT SURRY COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME: ASB_01_HORNE CREEK COVER.DWG DESIGNED BY: CAT DRAWN BY: APL DATE: 8-3-20 HORIZ. SCALE: 1" = 500' VERT. SCALE : N/A 250 125 0 250 500 GRAPHIC SCALE SHEET NAME COVER SHEET SHEET NUMBER 1 DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 LEGEND_ WATER & LAND ROOTWAD SOLUTIONS LOG VANE LOG WEIR 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 LOG STEP -POOL (919) 614-51 1 1 waterlandsolutions.com PROJECT ENGINEER STONE AND LOG STEP -POOL ROl) **. CONSTRUCTED STONE RIFFLE ��,,�0� •• ES S I •••• �,,�� O . I� ��� �� • �� 8/3/2020 • • • S EAL r r r1 r r r • DO^9� . y CONSTRUCTED LOG RIFFLE � • I� • • �4w ;�•' �����' e`er•• 4-t��GRADE CONTROL LOG J-HOOK VANE ,Its �' ENGINEERING SERVICES BY BOULDER STEP POOL WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 m"o GEOLIFT W/ TOEWOOD REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 PROPOSED OUTLET CHANNEL C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 OHE EXISTING OVERHEAD ELECTRIC E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE TEMPORARY STREAM CROSSING PROJECT NAME HORNE CREEK PERMANENT STREAM CROSSING TRIBUTARIES CE CE PROPOSED CONSERVATION EASEMENT BOUNDARY ---------100------ EXISTING MAJOR CONTOUR MITIGATION - EXISTING MINOR CONTOUR PROJECT 100 PROPOSED MAJOR CONTOUR 101 PROPOSED MINOR CONTOUR SURRY COUNTY, NC LD LD LIMITS OF DISTURBANCE DRAWING INFORMATION PROJECT NO.: 100026 C/F C/F CUT/FILL LIMITS FILENAME : ASB 02 HORNE -WLB -WLB EXISTING WETLAND BOUNDARY DESIGNED BY: CAT EXISTING WOODLINE DRAWN BY: CAT/APL DATE: 8-3-20 PROPOSED TOP OF STREAM BANK HORIZ. SCALE: N/A VERT. SCALE : N/A EXISTING PROPERTY BOUNDARY EXISTING FENCE 15+00 PROPOSED CENTERLINE (THALWEG) x x PROPOSED FIELD FENCE TP TP TP PROPOSED TREE PROTECTION FENCE EXISTING TREE PROPOSED WATER QUALITY TREATMENT FEATURE SHEET NAME PROPOSED FLOODPLAIN POOL CHANNELBLOCK CHANNEL FILL LEGEND 0 x0 PROPOSED GATE EXISTING STRUCTURE W W EXISTING WETLAND AREA SHEET NUMBER AS -BUILT 1 2 DocuSign Envelope ID: 3F2147BC-6C06-48C3-A9FB-F6D3ABA095CF RIP -RAP INSTALLED PER DIRECTION OF THE ENGINEER (TYP.) / \ _max —rx cE x� cE x cE �— / 17+0p \� x x x x CEx� �E x CE t. /AS -BUILT — ' / / TH4L-VVEG VEG _ _ 867. � 868 PLOT 2 1625136.06 N:925136.71 _ +00 U E:155493j.7-4- / E:1554975.77 / 944.17 / d", 15+00 w� � 4 k � / — — — — — \ \ 13+00*. 14+00 �i'�9A1STRl�-T.IO STA 16ki 0+00- \ \ \ \ \ \ \ . \P�0 1 `� \� - - - - - - - 78a 783 - :925096.83 — �X \ \ \ N:925497.24 26.5 945.24977.1\ LOG RIFFLE REPLACEiVVITH X \ E:1554926.58 945.27 — \ \ \ 947.24 _ _----_ \ \ \ STONE RIFFLE PER \�X \ \ \ \ DIRECTION OF THE — 3V — \ ENGINEER (TYP.) \ x x x30 x x KiOF 0 N/F BROWN FARMS OF SURRY COUNTY, LLC. DB 900 PG 448 P N 5952-00-56-7091 x- - —�X PRESSURE GAUGE �— V96 \ 11 COIR MATTING INSTALLED \ PER DIRECTION OF THE "\ ENGINEER (TYP.) ♦ � e \ 17+00 \ W\ \\ l\Ow\99 \ \\ \ \ \ \V3 \\ `\ �♦ ♦ x � vJ ♦ X\k �44/ �x44/ 97 70 96 60 95 50 AS -BUILT EANKF1 JLL AXI 94 40 S-B ILT T ALWE tz \. r • 93 30 92 20 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 TER &LAND DLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterla ndsolutions.com PROJECT ENGINEER CAR o 4O 8/3/2020 �i9•i �: • SEAL = No Do$,[e go bbyy . • • y ' : •• •i '0 ^ - ow. OP ER ii�1P�**** ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION PROJECT SURRY COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE : 8-3-20 HORIZ. SCALE: 1" = 60' VERT. SCALE : 11, = 12' 30 15 0 30 60 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE SHEET NUMBER 3 AS -BUILT DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 • • •"y •m tP s • mA .W KIGER RD. (SR-2071) 30' R.O.W. —x CExx x x E�x x x x / x� / — CE CE CE / CE CE x — x x x CE x x CE CE / x �� x x CE O CE j x / CE/ /---�x�E �x >< CE x CE x� — — ' ♦ /g3� — — — — — — — — — — — — _ �9 a`L� o'� `>�O 92 9`L 9`L 1 .92 9`L 51 91 91 g16 g'�� — 933- — — — 32� � / �, � / 5/ / c � j o i i / / 1• / / � 22+00 FLOW � - — vec / '''/ // �// /// - - END CONSTRUCTION R1 — - PLOT 3 Nszasaasz — — —'' �' �' / �/ / / 23+0° STATION 23+58 0 - — - E1555613.56 , AS -BUILT \ ♦ L. / �'�, 1�ko ♦ „ ' FLOW wM sz3.a7 N9szas7i77 / THALWEG \\ 8+00 ,, - - x (Y ) zs+ 920.81 / / T P. - 19 \ 2ox° I 27+00 01�- 46 _ 588 N:924948.20 589 — — — E:1555597.2a Nazasaa.a2 — -' — . `9Z� 'V• \ — — — 1' / / = \ \ \ \ 1 923.47 i I 1 / / / / _ I -923.12 E:1555599.48 „�.�� x x3� x x 3� ♦30 � ��_ \ \ \ �� ��\ —� ----- `— —�� / —\\ \\\ \ \ e ♦ x x x x 3� 3� —\��_ \ ii ' / i— -� ------ — — // 30 30 ♦ ---max a0 �� —g—o�— / / ♦ �� x x � x x N/FCAy ♦ BROWN FARMS OF SURRY ♦ COUNTY, LLC. DB900PG448 f r Lssl®' !� ♦ PN 5952-00-56-7091 �� i .� ` '�7 SEAL L —,5 0/0 t&e SUR HE 95 50 94 40 93 . 930 92 20 AS-BUILTANKF LLLL t 91 10 90 00 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 '4 WATER &LAND SOLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterla ndsolutions.com PROJECT ENGINEER O O 8/3/2020 �.9•i �: • SEAL = • Doc S e44 411 • , ,�♦ gyp•...... � ♦♦�� HE R ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION PROJECT SURRY COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE : 8-3-20 HORIZ. SCALE: 1" = 60' VERT. SCALE : 11, = 12' 30 15 0 30 60 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE SHEET NUMBER AS -BUILT n DocuSign Envelope ID: 3F2147BC-6C06-48C3-A9FB-F6D3ABA095CF 0 (D % 9:�Pl END CONSTRUCTION R2 BEGIN CONSTRUCTION R4 BEGIN CONSTRUCTION R2 STATION 13+13 STATION 9+49 E � END CONSTRUCTION R3 STATION 12+55 c- CE _ — 0 / / / N/F NELSON B. KIRBY, JR. & / WIFE NANCY C. KIRBY x� DB 458 PG PN 2365952-00-77-8215 - - -- c< 04� / CE — / 5457 927478.88 — — oE 1557558.2600 (— ao /FLOW ° Z• - / \. ✓ GAUGE \ \\ T� sass (Q0 \ � \ sz7528 11 / / — X1557579.91 \L ./ 0. \ \ 98 FLOW Boas 30 BJ \ 9g2 '99'. \y90 �s \ — — — — — — \ / ` \ \\` \ N:927545.68 \ ` — _i\--- \—\ __ —�_ E:1557544.00 — ` I I \ \� \ PROPOSED FIELD FENCE TIED INTO EXISTING FENCE ao BEGIN CONSTRUCTION R3 NMI \ �r 5050 N.927512.00 /VEG E:1557535.92 , PLOT 4 980.74 / LOG WEIR INSTALLED PER DIRECTION OF THE —ENGINEER (TYP.) \ \ STATION 10+51 N/F \ WILLIAM F. FULP & WIFE DEBRA P. FULP }� DB 521 PG 1524 PN 5952-00-77-4688 CA 0 SEAL=� _ aOZ I i1111 /9 SURD IIIIII ILT UIIJT THALWEG \ 0 I AS -BUILT THALWEGoil P.) LOG RIFFLE REPLA'// CLm WIT ROCK RIFFLEPV / / ' / j///////// / DIRECTION S3FTI-� / ENGINE�(TYP.)' / i 30 30 ' Y X-X-X- y F 6 WATER &LAND SOLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterlandsolutions.com PROJECT ENGINEER \Ago .9sm / •: �- • SEAL cc � - � R� ©ocw6g 10 $ (so 5� •� / i 44 PHE R ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION L AS-B ILT T ALW G PROJECT 11+00 REACH R3 PROFILE 12+00 12+5 , SURRY COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT 000 DRAWN BY: CAT/APL DATE: 8-3-20 HORIZ. SCALE: 1" = 60' VERT. SCALE : 1" = 12' 30 15 0 30 60 80 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE 9+45 i IF i F REACH R2/R4 PROFILE F Q" SHEET NUMBER 15+00 16+0017+00 AS -BUILT 5 DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 x " e - x AS BUILT THALWEG (TYP.) LOG R016K STEP POOL REPLA?S,,ED WITH STONE \ > �RIFFLE P R THE DIRECTION �\ - OF THE EGINEER (TYP.) \ \ \ ♦ \ S. FLOW \ \ \ \ 4n VEG \\ \\ \ \\ i �•D PLOT 5 2 \ '.'jaw i x 19, ♦ LO RIEELEJkPED WITH \ \\ \ \ \\ \ • STONE RIPPLF�PERTHE vv vvv vvv A vvv v� v� vv <;\ DIRECTION OF THE \ \ \ : ENGINEER(TYP.) \ \ \ss g \ ♦� x x—x— 70 / / �\ / / 'tV U N/F MARY ELLEN BROWN SMITH PORTION OF DB 370 PG 890 PN 5952-00-77-2795 N/F WILLIAM F. FULP & WIFE DEBRA P. FULP DB 521 PG 1524 PN 5952-00-77-4688 cE CAR 1 1 I I I// % k"�' ESSI ' SEAL SUR \ AIL 4 cF 4.3 9 x }\ \ ,gad \ \ d\ \\ \ ♦♦ BEGIN CONSTRUCTION R4A �°9 • / �� 3�-- STATION 10+98 \ o♦♦ /' END CONSTRUCTION R4A _ ? STATION 12+55 '° y N/F MARY E. SMITH DB 527 PG 589, AND DB 528 PG 491 PN 5952-00-76-5174 ♦ BROWN FARMS OF SURRY 1 COUNTY, LLC. DB 900 PG 448 PN 5952-00-56-7091 LOG WEIR g�1 REMOVED PER tv�• DIRECTION OF THE �\,�t ENGINEER(TYP.) ��♦♦ m �♦ � o0 BEGIN CONSTRUCTION R413 40 STATION 10+72A4# -- ��0 -' 211 MINA-07" END CONSTRUCTION R4 BEGIN CONSTRUCTION R5 STATION 25+19 END CONSTRUCTION R413 STATION 12+24 50402 N:926723.89 926729.71 E:1557164.A4 1557162.03 Y 952.83 / TER &LAND I DLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterlandsolutions.com PROJECT ENGINEER ,`/11111fi,,, .CAR oI��P,. �FESS/0 8/3/2020 �Q/ SEAL - i Doc S' `ed b dL4 ��� ,Fa4Z V ��IaiG 40 ;#OPHE R ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 —x� REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 Z6x o E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME iPerms'11 i♦ ♦ ♦i♦♦i�♦i♦������♦�`�i+♦♦♦�� ORNE �♦�i♦i�♦i��i�i♦i�♦i��i�•a0♦ . . CREEK ��♦ 4380 TRIBUTARIES MITIGATION COUNTY,PROJECT SURRY 99 990 98 80 OP E EV.= 64.30 INSTALL INVIN=95.86' 20 LF - 8" HD PE 97 — — — — — INV OUT = 57,6 ' 70 96 95 AS 60 50 AS BUILT BANK ULL BUILT THALINEG —/ 94 17+00 19+00 21+00 24+00 45 18+00 20+00 22+00 23+00 DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE: 8-3-20 HORIZ. SCALE: 1" = 60' VERT. SCALE : 1" = 12' 30 15 0 30 60 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE SHEET NUMBER 6 AS -BUILT DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 I 4 — �v14() BEGIN CONSTRUCTION R STATION 10+98 I \WL co 95a. ♦ \ �� END CONSTRUCTION R4 I ��-----�95- BEGIN CONSTRUCTION R5 STATION 25+19 7 /—�--- 955� END CONSTRUCTION R413 ♦ STATION 12+24 77 3 x x 4A � ��� ♦ / // - 30 �_ �x x� a� x� N FLOW END CONSTRUCTION R4A 12k0 STATION 12+55 1� �0 1 i 50403 11 9n 50402 N:926723A �� ♦ �- 2Sx N:926729.71 E:1557164.44 �O E:1557162.03 952.83 952.81 ♦ x0� � i.Ou m `�0,�°`T` LOG WEIR ♦ 2 �+ REMOVED PER, F DIRECTION OF THE ♦••� - ENGINEER(TYP.) \\ 1 \l� ♦ ♦ 00 ems% 4380 BEGIN CONSTRUCTION R413 ♦ _ �'N:926742.02 E:15571.24.11 STATION 10+72� 952.80) CE �g9 x x 97 96 95 940 97 70 60 50 940 97 96 95 94 7 96 5 4 A -BUI T BANKFUL AS-B� OFIL S-BUILT B REACH NKFU L AS-BUIL7 THALJVEG REACH R413 PROFILE R4A P Z6x / AS -BUILT r / THALWEG (TYP. ) a VEG PLOT 7 WATER & LAND SOLUTIONS N/F 7721 Six Fork Rd., Suite 130 MARY E. SMITH Raleigh, NC 27614 DB 527 PG 589, g � AND DB 528 PG 491 (919) 614-51 1 1 PN 5952-00-76-5174 waterla ndsolutions.com PROJECT ENGINEER --- - — — — • 4O 8/3/2020 .9 •� �: l _ _ LOG ROCK STEP POOL `�x`N `__________ _ ��• = SEAL / REPLACED WITH STONE / \fix -- cu• fi� DOCUSI ned b • RIFFLE PER THE DIRECTION �x� �• • OF THE ENGINEER (TYP I j`� \ \ • ► ��� J3/�- ,� �- ` CO --_- - - - - - - - - we • y �C` t� ; C1 �• LOG RIFFLE REPLACED WITH �\ `x� , •• �^• VEG STONE RIFFLE AND LOG X�x — • V ••••••••• �h �� , PLOT WEIR PER THE DIRECTION __ ��X� Q• OF THE ENGINEER (TYP.) — �1 ,,,� Q'°HE R dkihA`+� ` _ �•`O • / �� �� i \ /J • ENGINEERING SERVICES BY `"z`„'r// "�\�I k � �•`y"' � � I / •/ �/ I FIRMLICENSE NO. GP 14 0 /• REVISIONS �I CE at � _ a�� // / �— A DRAFT MIT PLAN 12 13 18 X CE B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 IFC PLANS 2-2-20 �x\X CE \X\x E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 N/F CE h _ BROWN FARMS OF SURRY F FINAL AS -BUILT PLAN 8-3-20 COUNTY, LLC. DB 900 PG 448 ��� NO. DATE PN 5952-00-56-7091 KtAUrl K4 F'KUrIL.t j I PROJECT NAME \�X I CAylei HORNS CREEK O . ESSIO , TRIBUTARIES SEAL = _ • X MITIGATION _ � � _ _ • ROOT WADS REPLACED • • WITH GEOLIFT WITH • TOEWOOD PER THE ' - DIRECTION OF THE PROJECT ItENGINEER(TYP.) / S • / UR \ . SURRY COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE : 8-3-20 HORIZ. SCALE: 11, = 60' VERT. SCALE : 11, = 12' 30 15 0 30 60 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE SHEET NUMBER 7 AS -BUILT DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 ■ N/F jD MARY E. SMITH ■n DB 527 PG 589, ■ AND DB 528 PG 491 m PN 5952-00-76-5174 x -x- i m x—x —x—x- - ' m '���//// f_30, �a0 X x��X U ' j , / — — — — — INSTALL 20 LF - 60" CMP — _ / / /� 2403 1p G ROCK STEP PO L REPLACED I NV I N = 930.19' I I I ■ / ( \ saes N:926110,3 INV OUT = 929.39' ■ \ — E:15570/i8.28 WITH ROCK RIFFLEIPER DIRECTION 1,� OF ENGINEER (TyP.) 240 // �• ata �� w I `� I / i va / / / \\• x# / e9 sssses2 ( / I�1V _ / / x I ■ / / \ AS -BUILT / ■ / THALWEG FLOW IIx II�� � // / A� \ � • :N �cE �X / L - E CE ce e —� �• \ / 1 e�/ j ------------- ////" \ \ / / / • // VEG / 1 m : PLOT 8 / C� /406 Na26129.61 / ■ -x E:1556983.14 937.29 2405 \ \ N 926121 El .8 _ 93 LOG RIFFLE REPLACED WITH STONE RIFFLE PER �� f DIRECTION OF THE +► x ` ENGINEER (TYP.)'" 0; I v.,�-�,�, ■ _ /x � cE cE x x x x cE x x cE xcE 3c■ 3c xiX X X X 3� /x/ ■ X X X X X X x X x x x M/.✓ x x-X'% J ■ X X X� ■ ROOT WADS REPLACED ■ WITH GEOLIFT WITH ■ TOEWOOD PER THE —� N/F ■ DIRECTION OF THE ■ ENGINEER(TYP) BROWN FARMS OF SURRY ■ COUNTY, LLC. ■ DB 900 PG 448 ■ PN 5952-00-56-7091 ■ — ac ____ -- 0� ®�Essl0 / '�7 SEAL = - sup, • 96 960 95 50 94 40 ZZ 93 i 30 AS- UILT ANK ULL 92 20 31+00 32+00 33+00 34+00 35+00 36+00 37+00 I I 18731 N:92 641,57 E:1 6877.15,4 92.4 1536 N:92: E:15: 92a 6 WA SC TER &LAND I DLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterlandsolutions.com PROJECT ENGINEER C ARo )�p 8/3/2020 /v.9/.: 0,- SEAL c - DocuSin d b iiwcPHE R ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION PROJECT SURRV COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE: 8-3-20 HORIZ. SCALE: 1" = 60' VERT. SCALE : 1" = 12' 30 15 0 30 60 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE AS -BUILT SHEET NUMBER 8 DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 m• s•wit I• w• \\ wit It �e6E CE /� \ \ • \ CE -XCE X T- •/— — — — — — — — — — It FLOW I L/ —� •�"gyp VEG / PLOT I187 :Q25634.90 1873/ E2 556882.88 / '� � � •� N:92 641.57 924.66 4 N/F MARY E. SMITH DB 527 PG 589, AND DB 528 PG 491 PN 5952-00-76-5174 — — — - -� CE- - / / AS -BUILT THALWEG (TYP.) �• .1�1♦♦1♦wig♦�"1♦♦1 � �t�� t1��� ���Y'1 � Ij��?►i 11♦�1��♦1 ♦♦♦1���. •'' ' tip mm VEG PLOT 9 x ■ ' -x �XCE - ■ x i CE CE X / x-X C� ■ X� / ■ / ■ I ■ I / ■ I ■ LOG RIFFLE REPLACED WITH // j 2025 STONE RIFFLE PER THE / ■ N:s25z08.0z DIRECTION OF THE E:,sssaas.sa l / ■ 915.17 ENGINEER (TYP.) /'�� ■ �D�Sx 4 J _ • 4p� L� L_ \ E:,556837.18 — 1_ L- �_I 92p —v ��. Xf, L sza.s7 �_04 /46 It - ao - - CHANNEL BLOCK (TYP.) /L��=T It It 1 x • �x x x�x—�x� • • • • • • • It It • • J_ -% X % % X % % X % % X x % X X N/F BROWN FARMS OF SURRY COUNTY, LLC. DB 900 PG 448 PN 5952-00-56-7091 LOG VANE REMOVED PER THE DIRECTION OF THEX� ENGINEER (TYP.) 2026 / N.9251,5-.83 / J E:15�5 885.21 / 914.18 / 32 25163.51 E:\556845.76 914.20 1635 / N:92t173.62 E:15 6829.24 914.28 T10 `— , R 1 ■ �X3 X.......... ■ I X 3o—X� 30 -x ; YJ X-X X X- ■ •X 3o , ■ \\`\ C A GEOLIFT WITH TOEWOOD \` s SI ® T '� REPLACED WITH ROOT WADS PER THE DIRECTION ■ ///��� OF THE ENGINEER(TYP.) ■ ■ - - SEAL - - L 5008 SURD 95 50 94 40 93 30 92 20 AS -BUILT THAL EG 91 10 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 WATER &LAND SOLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterla ndsolutions.com PROJECT ENGINEER N��C A " J/ 8/3/2020 �� • SEAL Do cjj4ig l = • 10 ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION PROJECT SURRY COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE: 8-3-20 HORIZ. SCALE: 1" = 60' VERT. SCALE : ill = 12' 30 15 0 30 60 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE SHEET NUMBER 9 AS -BUILT DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 EDocuSigned by: BA3E3C1BF67B48F... ---------------------- ■ ■ ■ ■ • ■ • ■ ■n ■r •Z ■m ■m •m ■m N/F MARY E. SMITH • DB 527 PG 589, ■ AND DB 528 PG 491 • PN 5952-00-76-5174 ■ ■ ■ • x�� x x�xCE / -x C x� x / ■ • -- CE x / ■ ■ LOG RIFFLE REPLACED WITH ,/ ■ STONE RIFFLE PER THE / / ■ DIRECTION OF THE / ■ ■ ENGINEER (TYP.) �� / ao GEOLIFT WITH TOEWOOD REPLACED WITH ROOT WADS PER THE DIRECTION OF THE ENGINEER(TYP.) 2026 N 9251,57 83 OG VANE E:15 885.21 91 .18 REMOVEb PER THE DIRECTIIPN OF THE , ENGI EER(TYP.) I � \ 2025 N:925208.02 \ E1556849.64 1636 915.17 91 3k N1925163.51 E:`556845.76 \ 914.20 1635 / N:92173.62 E:15 6829.2A ■ • ■ ■ N/F ■ BROWN FARMS OF SURRY • ■ COUNTY, LLC. • DB 900 PG 448 ■ PN 5952-00-56-7091 • ■ ■ ■ ■ \ _ _ x AS -BUILT----- c�x THALWEG (TYP.) Ae N/F THERESA JAMES & MARTHA JAMES DB 488 PG 1305 PN 5952-00-75-6182 KIOF 0, OSR 2p�9 • w x � r �'-u16 N/F JANE B.BOGER DB 945 PG 886 PN 5952-00-73-3427 RIFFLE REMOVED DUE TO BEDROCK PER THE DIRECTION OF THE ENGINEER /-- END CONSTRUCTION R5 STATION 48+12 30' DUKE ENERGY PROGRESS TRANSMISSION LINE EASEMENT D.B. 130 PG. 356 & D.B. 211 PG. 530 EXISTING 60" CMP INV. I N=905.30 I NV. OUT=905.19 N/F KEVIN E. BROWN & WIFE PATRICIA G. BROWN DB802PG810 PN 5952-00-63-4989 93 30 92 20 91 10 zz AS BUILT BAN FULL A -BUIL THALWEG 90 00 89 90 44+00 45+00 46+00 47+00 48+00 49+00 kk C A �y 0 'p�SEAL , L 02 0U-RN HE //0/IIIIIIj1\\\ WA SC TER &LAND I DLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 waterlandsolutions.com PROJECT ENGINEER '0111 11 f i,,, `` �,� .CARoI��',. ,,, O� •••• ••••• �FESS/O,••�/-9 • • 8/3/2020 �C •: '� ` S EAL c - °� DocuSi ned by: • i 3 Aw -04 � r- .�.-4 V iy 46 le* V "-•• •••• O , t,�� HER ���. ,,' 1 1 110 ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 REVISIONS A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION PROJECT SURRV COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 03-10 HORNE CREEK PP SHEETS.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE: 8-3-20 HORIZ. SCALE: 1" = 60' VERT. SCALE : 1" = 12' 30 15 0 30 60 GRAPHIC SCALE SHEET NAME PLAN AND PROFILE AS -BUILT SHEET NUMBER 10 DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 BEGIN STATION 9+49 �- Qom• CJ �O b F m F. FULP & WIFE DEBRA P. FULP N: 5952-00-77-4688 DB: 521 PG: 1524 F BEGIN CONSTRUCTION R3 \ STATION 10+51 1 0 NELSON B. KIRBY, JR. & WIFE NANCY C. KIRBY PIN: 5952-00-77-8215 END CONSTRUCTION R2 BEGIN CONSTRUCTION R4 DB: 458 PG: 236 STATION 13+13 END CONSTRUCTION R3 STATION 12+55 w \x FLOW I GAUGE VEG PLOT 4 MARY ELLEN BROWN SMITH PIN: 5952-00-77-2795 PORTION OF DB 370 PG 890 WATER &LAND SOLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919) 614-51 1 1 1 waterlandsolutions.com 1 1 1 PROJECT ENGINEER 1 S S 0 8/3/2020 ��/• �: MARY E. SMITH I = • PIN: 5952-00-76-5174 1 : SEAL • - DB: 318 PG: 904, DB: 527 PG: 589, • : = AND DB: 528 PG: 491 1 - DO @ • REFERENCE: DB: 138 PG: 368 1 40, VVVV � • 1 VIPC ��j• / r 0" � • R 1 ENGINEERING SERVICES BY 1 WLS ENGINEERING, PLLC 1 FIRM LICENSE NO. P-1480 d 1 REVISIONS EG PLO/ \ �.------5• VEG PLOT 6 0 1\ 1 1 BEGIN e\ CONSTRUCTION R4A �\ STATION 10+98 BEGIN CONSTRUCTION R413 STATION 10+72 END CONSTRUCTION R4A STATION 12+65 END CONSTRUCTION R4 BEGIN CONSTRUCTION R5 STATION 25+19 END CONSTRUCTION R413 STATION 12+24 7 VEG PLOT BROWN FARMS OF SURRY COUNTY, LLC. PIN: 5952-00-56-7091 DB: 936 PG: 448, TRACT 7 FOR PROPERTY DESCRIPTION SEE DB: 709 PG: 1094 REFERENCE: DB: 203 PG: 448 PORTION OF PB: 9 PG: 191, TRACT A FOR BOUNDARY LINE AGREEMENT SEE DB: 386 PG: 342 VEG PLOT 8 CREST GAUGE A DRAFT MIT PLAN 12-13-18 B DRAFT FINAL MIT PLAN 5-8-19 C FINAL MIT PLAN 7-26-19 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. DATE PROJECT NAME HORNE CREEK TRIBUTARIES MITIGATION PROJECT SURRY COUNTY, NC DRAWING INFORMATION PROJECT NO.: 100026 FILENAME : ASB 11 HORNE CREEK MONITORING PLAN.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE: 8-3-20 HORIZ. SCALE: 1" = 100' VERT. SCALE : N/A 50 25 0 50 100 GRAPHIC SCALE SHEET NAME MONITORING SHEET NUMBER AS -BUILT 1 11 DocuSign Envelope ID: D7BBB737-E732-407D-9941-28AF7F09EE24 HAROLD O. BROWN & WIFE MARY W. BROWN PIN: 5652-00-45-4446 DB 710 PG 1 MARY ELLEN SMITH PIN: 5952-00-45-3185 DB 267 PG 7 & DB 386 PG 56 PB 9 PG 191, TRACT "C FOR BOUNDARY LINE AGREEMENT SEE DB 386 PG 345 RICKY D. BOWEN & WIFE VICKIE P. BOWEN PIN: 5952-00-54-1367 DB: 656 PG: 1086 FOR BOUNDARY LINE AGREEMENT SEE DB: 386 PG: 342 & 345 K/GER ROAD NO DEED FOND FAR 071) O N'C.D.O.T. PRESSURE GAUGE BROWN FARMS OF SURRY COUNTY, LLC. PIN: 5952-00-56-7091 DB: 936 PG: 448, TRACT 7 FOR PROPERTY DESCRIPTION SEE DB: 709 PG: 1094 REFERENCE: DB: 203 PG: 448 PORTION OF PB: 9 PG: 191, TRACT A FOR BOUNDARY LINE AGREEMENT SEE DB: 386 PG: 342 RICKY D. BOWEN & WIFE VICKIE P. BOWEN PIN: 5952-00-54-1367 DB: 656 PG: 1086 FOR BOUNDARY LINE AGREEMENT SEE DB: 386 PG: 342 & 345 MATCHLINE - SEE SHEET 11 BROWN FARMS OF SURRY COUNTY, LLC. PIN: 5952-00-56-7091 DB: 936 PG: 448, TRACT 7 FOR PROPERTY DESCRIPTION SEE DB: 709 PG: 1094 REFERENCE: DB: 203 PG: 448 PORTION OF PB: 9 PG: 191, TRACT A FOR BOUNDARY LINE AGREEMENT SEE DB: 386 PG: 342 CREST GAUGE I � I IU I I%YEG PL I I BROWN FARMS OF SURRY COUNTY, LLC. 1 �( PIN: 5952-00-56-7091 DB: 936 PG: 448, TRACT 7 \ FOR PROPERTY DESCRIPTION SEE DB: 709 PG: 1094 REFERENCE: DB: 203 PG: 448 PORTION OF PB: 9 PG: 191, TRACT A FOR BOUNDARY LINE AGREEMENT SEE DB: 386 PG: 342 KEVIN E. BROWN & WIFE PATRICIA G. BROWN PIN: 5952-00-65-4316 DB: 1126 PG: 875 X31 8 MARY E. SMITH PIN: 5952-00-76-5174 DB: 318 PG: 904, DB: 527 P( AND DB: 528 PG: 491 REFERENCE: DB: 138 PG k m G 1 n Y ti SECT #13 y r �C END CONSTRUCTIO R5 STATION 48 12 mi I_ KEVIN E. BROWN & WIFE PATRICIA G. BROWN PIN: 5952-00-63-4989 DB 802 PG 810 WATER &LAND SOLUTIONS 7721 Six Fork Rd., Suite 130 Raleigh, NC 27614 (919)614-51 1 1 waterlandsolutions.com PROJECT ENGINEER Rod% ♦�i 'P F 0 8/3/2020 0 SEAL l = Doc S' e b ' LIg ' .�VIP VL4,- os � ♦♦♦ OpHE R ���� ,,,,,1111iii ENGINEERING SERVICES BY WLS ENGINEERING, PLLC FIRM LICENSE NO. P-1480 1 REVISIONS 1 1 A I DRAFT MIT PLAN 1 12-13-181 1 B I DRAFT FINAL MIT PLAN 1 5-8-19 1 C I FINAL MIT PLAN 1 7-26-19 1 D IFC PLANS 2-2-20 E AS -BUILT PLANS(FOR REVIEW ONLY) 7-2-20 F FINAL AS -BUILT PLAN 8-3-20 NO. I DATE PROJECT NAME HORN E CREEK TRIBUTARIES MITIGATION PROJECT SURRY COUNTY, NC 1 DRAWING INFORMATION 1 1 PROJECT NO.: 100026 1 FILENAME : ASB_11_HORNE_CREEK_MONITORING PLAN.DWG DESIGNED BY: CAT DRAWN BY: CAT/APL DATE: 8-3-20 HORIZ. SCALE: 1" = 150' VERT. SCALE : N/A 75 37.5 0 75 150 GRAPHIC SCALE SHEET NAME MONITORING AS -BUILT SHEET NUMBER 12