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Home My WebLink About20141149 Ver 9_Mitigation As-Built Plans_20180829Action History (UTC -05:00) Eastern Time (US & Canada) Subnut by Anonymous User 8/29/2018 4:56:19 PM (Message Start Event) App— by Montalvo, Sheri A 8/30/2018 8:20:35 AM (Initial Review - Sheri Montalvo) 9 The task was assigned to Montalvo, Sheri A 8/29/2018 4:56 PM ID# * 20141149 Version * 9 Select Reviewer:* Katie Merritt Mitigation Project Submittal - 8/29/2018 Type of Mitigation Project:* F Stream F Wetlands PF Buffer rJ Nutrient Offset (Select all that apply) Is this a Prospectus, Technical Proposal or a C) yes a No New Site? * Project Contact Information ...................................................................................................................................................................... Contact Name:* Raymond Holz Email Address: * rholz@restorationsystems.com Project Information Existing (DWR) ID#: * 20141149 (nun-bers only ... no dash) Existing Version:* 9 (nurrbers only) Project Name:* Benton Branch County: * Caswell Document Information Mitigation Document Type:* Mitigation As -Built Plans File Upload: BENTON AS -BUILT — sealed.pdf 2.2MB Rease upload only one PDF of the conplete f ile that needs to be subnitted... Signature Print Name:* Raymond Holz Signature: * 10"_1~V11 wlez SURVEYED BY: RSS129RB18 05/30/18 DRAWN BY: DWG. NO. DATE: FGR J.A.R.k2 designgroup1 OF 10 SHEETProject TitleClient1101 HAYNES STREETSUITE 211RALEIGH, NC 27604I, John A. Rudolph, certify that this project was completed under my direct and responsible charge from an actual survey made under my supervision; that this As-built survey was performed at the 95 percent confidence level to meet Federal Geographic Data Committee Standards; that this survey was performed to meet the requirements for a topographic/planimetric survey to the accuracy of Class B and vertical accuracy when applicable to the Class B standard, and that the original data was obtained in December, 2015; that the survey was completed on April 23, 2018; and all coordinates are based on NC Grid 'NAD '83(2011) and all elevations are assumed elevations. SURVEYORS CERTIFICATION(S) Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous material sites, underground or aboveground utilities or any other features above, or below ground other than those shown. L-4194Surveyor I certify that the survey is of another category (as-built survey), such as the recombination of existing parcels, a court-ordered survey, or other exception to the definition of subdivision. I certify that this plat does not meet G.S. 47-30 as amended.Axiom Environmental, Inc.Axiom Environmental218 Snow AvenueRaleigh, NC 27603919-215-16935688 U.S. Hwy. 70 EastGoldsboro, NC 27534919.751.0075k2design@suddenlink.netFirm license no.: C-2111CONSERVATION EASEMENT ACREAGE DATA: SECTION "A"$&5(6 SECTION "B"$&5(6 $&5(6SECTION "C" SECTION "D"$&5(6 TOTAL CONSERVATION ($6(0(17,6$&5(6 EXCLUDING ALL EASEMENTS AND RIGHT-OF-WAYS BY COORDINATE COMPUTATION LINE BEARING DISTANCE LINE DATA ALONG SECTION "A" L1 1 :386.55' L2 1 :47.96' L3 6 :168.62' L4 6 (108.65' L5 1 (65.83' L6 6 (40.13' L7 6 (42.21' L8 6 (42.26' L9 6 (52.20' L10 6 :78.65' L11 6 :65.13' LINE BEARING DISTANCE LINE DATA ALONG SECTION "B" L12 6 :37.92' L13 6 (58.74' L14 6 :46.00' L15 6 :230.21' L16 6 :204.16' L17 6 (126.72' L18 6 (189.13' L19 6 (156.03' L20 1 (24.50' L21 6 (111.73' L22 6 :140.12' L23 6 :75.94' L24 1 :132.76' L25 1 :88.31' L26 1 :36.31' L27 1 :183.36' L28 1 :161.69' L29 1 :79.64' L30 1 :89.44' L31 1 (97.74' L32 1 (150.72' L33 1 (173.29' L34 1 (110.46' L35 1 (193.91' L36 6 (174.91' L37 6 (153.68' L38 6 (47.80' L39 6 (57.78' L40 6 :92.06' L41 6 :213.62' L42 6 :46.43' L43 6 :46.98' L44 6 :237.29' L45 6 :168.94' L46 6 :118.90' L47 6 (39.29' L48 1 (68.54' L49 1 (56.14' L50 1 (29.54' L51 1 (170.00' L52 1 (145.43' L53 1 :120.71' LINE BEARING DISTANCE LINE DATA ALONG SECTION "C" LINE BEARING DISTANCE LINE DATA ALONG SECTION "D" L54 6 (81.42' L55 6 (58.08' L56 1 (61.75' L57 6 (76.40' L58 6 (26.63' L59 6 (70.66' L60 6 (30.16' L61 6 (57.07' L62 1 (41.85' L63 1 (79.78' L64 6 (97.09' L65 6 :118.72' L66 6 :59.93' L67 6 :23.96' L68 1 :439.10' L69 1 :144.51' L70 1 :15.21' L71 1 :118.54' L72 1 (157.95' L73 6 (54.30' L74 6 (41.34' L75 6 (48.19' L76 6 :54.74' L77 6 (43.79' L78 6 (43.84' L79 6 :53.34' L80 6 (193.40' L81 6 (118.14' L82 6 (41.13' L83 1 :127.38' L84 1 :317.72' L85 1 :84.49' L86 1 (86.10' L87 1 (204.46' L88 1 :254.94' L89 1 :146.42' L90 1 :33.25' L91 1 (15.07' L92 6 (161.65' DISTANCE LINE DATA ALONG SECTION "E" LINE BEARING LINE BEARING DISTANCE LINE DATA ALONG SECTION "F" L93 6 (195.44' L94 6 (188.75' L95 6 (276.57' L96 6 (246.14' L97 6 (98.34' L98 6 (70.18' L99 1 (151.60' L100 1 :236.04' L101 1 :171.95' L102 1 (225.02' L103 1 (111.61' L104 6 (52.55' L105 1 (173.54' L106 1 :328.00' L107 1 (160.91' L108 6 (144.27' L109 6 :131.59' L110 6 (190.68' L111 6 (67.84' L112 1 (86.18' L113 1 (75.59' L114 6 (135.54' L115 6 :95.24' L116 6 :120.32' L117 6 :136.00' L118 6 :140.26' L119 6 :108.30' L120 6 (104.32' L121 6 :77.76' L122 6 (59.39' L123 6 (173.99' L124 6 :242.80' L125 6 :44.83' L126 6 :170.98' L127 1 :56.39' L128 1 :178.13' L129 1 :85.65' L130 1 :140.61' L131 1 :75.41' L132 1 :180.88' L133 1 :84.11' L134 1 :226.79' L135 1 :56.01' L136 1 :141.57' L137 1 (125.99' BEARING LINE DATA ALONG SECTION "G" LINE DISTANCE L138 1 (140.69' L139 1 (112.81' L140 6 (53.19' L141 6 (111.57' L142 6 :154.99' L143 1 :127.56' L144 1 (139.58' L145 6 (62.05' L146 6 :44.98' L147 6 (60.84' L148 6 :75.34' L149 6 :69.16' L150 1 :60.06' L151 1 :60.06' L152 1 (97.93' BEARING LINE DATA ALONG SECTION "H" LINE DISTANCE L153 6 (31.63' L154 6 :49.85' L155 6 (65.84' L156 6 (124.50' L157 6 :72.99' L158 6 :136.49' L159 6 :108.19' L160 6 :114.13' L161 6 :86.76' L162 6 :86.76' L163 1 :26.90' L164 1 :47.68' L165 1 :55.12' L166 1 :27.93' L167 1 :19.07' L168 1 (60.71' L169 1 (198.31' L170 1 (130.60' L171 1 :128.46' L172 1 (166.16' L173 6 (52.99' L174 1 (51.49' LINE DATA ALONG SECTION "I" BEARINGLINE DISTANCE L175 6 :157.33' L176 1 :58.86' L177 1 :76.32' L178 1 (192.31' L179 6 (201.68' LINE DATA ALONG SECTION "J" BEARINGLINE DISTANCE $&5(6SECTION "E" SECTION "F"$&5(6 $&5(6SECTION "G" SECTION "H"$&5(6 $&5(6SECTION "I" SECTION "J"$&5(6 L180 6 :267.75' L181 6 :33.05' L182 6 :38.39' L183 1 :396.50' L184 6 :37.69' L185 6 :26.76' L186 6 :42.01' L187 6 :49.82' L188 6 :248.48' L189 6 :63.00' L190 6 (344.66' L191 6 (178.60' L192 6 (221.97' L193 6 (104.43' L194 6 (87.79' L195 6 :63.80' L196 6 :97.48' L197 6 :33.61' L198 6 :37.50' L199 6 :87.66' L200 6 :182.83' L201 6 :123.33' L202 6 :227.57' L203 6 :88.49' L204 6 :71.93' L205 6 :61.19' L206 6 :115.42' L207 1 :288.05' LINE BEARING DISTANCE LINE DATA ALONG CENTERLINE OF ACCESS EASEMENT 8 SITE KERR'S CHAPEL RD NCSR 1100STADLER RDNCSR 1104MA S S E Y R D N C S R 1 1 0 8 MILESVILLE RDNCSR 1106BYRD'S SAWMILL RDNCSR 1111BEING A PORTION OF THE PROPERTY RECORDED IN D.B. 391, PG. 648 OF THE CASWELL COUNTY REGISTER OF DEEDS. DEED REFERENCE(S) (SEE DETAIL): BEING A PORTION OF THE PROPERTY RECORDED IN M.B. 14, PG. 53 OF THE ALAMANCE COUNTY REGISTER OF DEEDS. M.B. 11, PG. 664 (ADJOINER) MAP REFERENCE(S): D.B. 448, PG. 444 PIEDMONT ELECTRIC MEMBERSHIP CORP. RIGHT-OF-WAY REFERENCE(S): NOTE: NO ABSTRACT TITLE, NOR TITLE COMMITMENT, NOR RESULTS OF TITLE SEARCH WERE FURNISHED TO THE SURVEYOR. ALL DOCUMENTS OF RECORD REVIEWED ARE NOTED HEREON (SEE REFERENCES). THERE MAY EXIST OTHER DOCUMENTS OF RECORD THAT MAY AFFECT THIS SURVEYED PARCEL. HORIZONTAL GROUND DISTANCES USED UNLESS OTHERWISE NOTED. THE NCSPC SHOWN ON EIP WERE OBTAINED FROM AN NGS OPUS SOLUTION. THIS OBSERVATION WAS STARTED ON 2015/05/26 14:51:00 AND ENDED ON 2015/05/26 18:00:00 USING A TOPCON HYPERLITE PLUS GPS UNIT. THE COMBINED FACTOR IS 1.00000532 (GEOID 2012B CONUS). THE DATUM IS NAD '83(2011). THE FOLLOWING BASE STATIONS WERE USED IN THE OPUS SOLUTION: GENERAL NOTES: PID DJ6107 DESIGNATION NCG5 GREENSBORO 5 CORS ARP LATITUDE N360403.612 LONGITUDE W0794441.845 DF9213 NCBU BURLINGTON CORS ARP N360529.586 W0792612.176 DM3527 NCRX ROXBORO CORS ARP N362328.056 W0785954.418 518 CONSERVATION EASEMENT REFERENCE(S): M.B. 17, PG. 4 D.B. 589, PG. 4378 RESTORATION AND ENHANCEMENT AREAS AND CREDIT TABLES WERE PROVIDED BY RESTORATION SYSTEMS, LLC. 507 508 509 510 519 512 513 514 515 516 517 506505 504 502 30' PIEDMONT ELECTRIC MEMBERSHIP CORPORATION RIGHT-OF-WAY (15' ON EACH SIDE OF ABOVE GROUND UTILITY LINE) PER D.B. 448, PG. 444 520 521 503 518 MASS E Y R O A D (60' R/ W - P U B L I C - P A V E D ) N.C.S. R . 1 1 0 8 MILESVILLE ROAD(60' R/W-PUBLIC-PAVED)N.C.S.R. 11066 ( 145.56' 6 ( 393.47' (TIE DOWN) (TIE DOWN ONLY, 6 ( 225.96' (TIE DOWN) 6 ( 325.99'6 :1113.62'6 ( 153.61' (TIE DOWN) 6 ( 317.76' (TIE DOWN) 6 ( 188.80' (TIE DOWN) 6 ( 99.02' (TIE DOWN) 1 ( 204.73' 1 ( 88.33' 1 ( 97.06' 1 ( 140.30' 1 ( 113.37' (TIE DOWN) (TIE DOWN) (TIE DOWN) (TIE DOWN) (TIE DOWN) 6 : 230.35' 6 : 50.61' (TIE DOWN) (TIE DOWN) 1 ( 62.72' (TIE DOWN) 511 6 : 59.33' (TIE DOWN) 1 2 3 5 4 6 7 8 10 11 1.37 Acres SECTION "A" L 1 L2 L3 L4L5 L6 L7 L8 L9 L10L11 12 13 14 15 16 17 18 19 22 23 24 2526 27 2829 30 31 32 33 34 35 36 20 21 9 L12 L13 L14 L15L16L1 7 L1 8 L19 L20 L21 L22L23 L2 4 L25 L26 L2 7 L28L29L30L31L32L33L34 L35L 3 6 5.40 Acres SECTION "B" 1 : 20.08' (TIE DOWN) 37 38 39 40 41 42 43 44 4546 50 51 49 52 53 48 47 L37 L38 L39 L40L41L42 L43 L44 L45L46 L47L48L49 L50 L51 L52L532.99 Acres SECTION "C" 6 ( 60.00' (TIE DOWN) 54 55 56 57 58 59 60 61 62 63 64 65 66 67 69 70 L5 4 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65L66L67L68 L69 L70L7 1L72 2.83 Acres SECTION "D" 6 ( 61.40' (TIE DOWN) 71 72 73 74 75 76 77 78 81 80 79 8384 85 86 87 88 90 82 L73 L74 L75 L76 L77 L78 L79L80L8 1 L82 L83L84L85 L86 L87 L88L89L90 L91 L92 3.59 Acres SECTION "E" N=920,539.5697' E=1,874,693.3897' NC GRID COORDINATE ISS, REFERENCE POINT ONLY SUITABLE FOR GPS ONLY 6 :202.94'(TIE DOWN)91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124125 126 127 128 129 130 131 132 133134 135 L93L94L95L96L 9 7 L98 L99L100L1 0 1L102L103 L10 4 L105L106L107L 1 0 8 L109L110L111 L112L113 L11 4 L115L116L117L118L119 L120L121 L122 L123L124L125 L126 L127 L 1 2 8 L129 L130L 1 3 1L132L133L134L135L136L137 12.34 Acres SECTION "F" 0.68 Acres SECTION "G" 136 138 139 141 L138 L139 L140 L141 L142 L14 3 142 143 144 145 146 147 0.62 Acres SECTION "H" L144 L145 L146 L147 L148 L149 L150 L151 L152148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 2.69 Acres SECTION "I" L153 L154 L155 L156L157 L158 L159L160L161 L162 L163 L164 L165 L166 L167 L168 L169L170L 1 7 1L172 L173 L174 1 : 20.44' (TIE DOWN) 164 165 166167 168 L175L176 L177L178L17 9 0.63 Acres SECTION "J" R/W R/W EOP EOP R/WR/WEOPEOPR/WR/WEOPEOPNCDOT CONCRETE BRIDGE (TYPICAL) BENTON BRANCH EXISTING 10' SOIL & GRAVEL FARM PATH E E E E EE EENOT A PROPERTY LINE) 1 : 1046.45'(TIE DOW N F R O M NOT A PR O P E R T Y L I N E ) 33 TO NMC NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION SYSTEMS, LLC. $5($ $&5(6%<&225',1$7( COMPUTATION) (10' ON EACH SIDE OF CENTERLINE) SEE GENERAL NOTE 1, SHEET 2 OF 2 ACCESS EASEMENT 8 6 : 147.91' (TIE DOWN) NEW 20' NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO 5(6725$7,216<67(06//&$5($ $&5(6 BY COORDINATE COMPUTATION) ACCESS EASEMENT 1 NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION 6<67(06//&$5($ $&5(6%< COORDINATE COMPUTATION) ACCESS EASEMENT 2 NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION 6<67(06//&$5($ $&5(6%< COORDINATE COMPUTATION) ACCESS EASEMENT 3 NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION SYSTEMS, LLC. $5($ $&5(6%< COORDINATE COMPUTATION) ACCESS EASEMENT 4 1 ( 21.77' NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION SYSTEMS, LLC. $5($ $&5(6%< COORDINATE COMPUTATION) ACCESS EASEMENT 6 (TIE DOWN) NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION SYSTEMS, LLC. $5($ $&5(6%< COORDINATE COMPUTATION) ACCESS EASEMENT 7 6 : 20.83' (TIE DOWN)(TIE D O W N O N L Y NOT A P R O P E R T Y LI N E)L180L181 L182 L183 L184 L185 L186 L187L188L189L190L191L192L193L194L195L196L197 L198 L199L200L201L202L203L204 L205L20 6 L207 6 : 916. 4 7' NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION SYSTEMS, LLC. $5($ $&5(6%< COORDINATE COMPUTATION) ACCESS EASEMENT 9 EXISTING CENTERLINE OF SOIL & GRAVEL FARM PATH NEW 20' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS AND FUTURE UTILITY EASEMENT TO BE CONVEYED TO RESTORATION 6<67(06//&$5($ $&5(6 BY COORDINATE COMPUTATION) (10' ON EACH SIDE OF CENTERLINE) SEE GENERAL NOTE 2, SHEET 2 OF 2 ACCESS EASEMENT 5 BENTON BRANCH UNNAMED TRIBUTARY OF BENTON BRANCH 523 522 524 1 ( 283.40' 6 ( 15.41' (TIE DOWN) (TIE DOWN) 525 526 NC GRIDNAD'83(2011)METADATA CORNER DESCRIPTIONS ALONG CONSERVATION EASEMENTS DESCRIPTIONCORNER # No. 5 REBAR FLUSH WITH GRADE WITH YELLOW PLASTIC CAP INSCRIBED: "CONSERVATION EASEMENT" AND 139 METADATA CORNER DESCRIPTIONS DESCRIPTIONCORNER # 1.0" O.D. IRON PIPE 1.5' ABOVE GRADE 7" O.D. AXLE 0.1' ABOVE GRADE 502 506 1.0" O.D. IRON PIPE 0.3' BELOW GRADE503 THRU504 505 1.5" O.D. PUMP PIPE 3.55' ABOVE GRADE WITNESSED BY 3/4" O.D. IRON PIPE 0.5' ABOVE GRADE AND BY 8"x5" ROCK 0.3' ABOVE GRADE 3/4" O.D. IRON PIPE 0.3' ABOVE GRADE507 1/2" O.D. IRON PIPE 1.5' ABOVE GRADE508 1.0" O.D. IRON PIPE0.6' ABOVE GRADE509 1.0" O.D. IRON PIPE0.8' ABOVE GRADE510 1/2" O.D. IRON PIPE0.4' ABOVE GRADE511 1.0" O.D. IRON PIPE0.7' ABOVE GRADE512 1.0" O.D. IRON PIPE (BENT AT TOP) 0.1' BELOW GRADE 513 1.0" O.D. IRON PIPE 0.9' ABOVE GRADE514 1.0" O.D. IRON PIPE 0.8' ABOVE GRADE515 1.0" O.D. IRON PIPE 0.4' ABOVE GRADE516 1.5" O.D. PUMP PIPE 3.45' ABOVE GRADE WITNESSED BY 1.0" O.D. PINCHED-TOP IRON 0.8' ABOVE GRADE, BENT 517 No. 5 REBAR FLUSH WITH GRADE518 1/2" O.D. IRON PIPE 0.4' ABOVE GRADE519 1.0" O.D. IRON PIPE 0.7' ABOVE GRADE520 521 6"x7" ROCK 1.4' ABOVE GRADE 1.0" O.D. PINCHED-TOP IRON 0.1' ABOVE GRADE AND522 523 No. 5 REBAR FLUSH WITH GRADE THRU1 136 138 THRU 168141 AND524 526 CONSERVATION EASEMENT M.B. 17, PG. 4 D.B. 589, PG. 4378 E UTILITY LINE ADJOINER LINE LEGEND: CONSERVATION EASEMENT LINE RIGHT OF WAY LINE OR TIE DOWN LINE ISS - IRON STAKE SET ECM - EXISTING CONCRETE MARKER EIP - EXISTING IRON PIPE EN - EXISTING NAIL MNS - MAG NAIL SET EIS - EXISTING IRON STAKE EPP - EXISTING PUMP PIPE PPS - PUMP PIPE SET NMC - NON-MONUMENTED CORNER R/W - RIGHT OF WAY EOP - EDGE OF PAVEMENT E/B - EASEMENT BOUNDARY CL - CENTERLINE UP - UTILITY POLE M.B. - MAP BOOK D.B. - DEED BOOK PG. - PAGE ACCESS EASEMENTS No. 5 REBAR FLUSH WITH GRADE WITH YELLOW CAP 30' PIEDMONT ELECTRIC MEMBERSHIP CORPORATION RIGHT-OF-WAY INSCRIBED: "CONSERVATION EASEMENT"SHEET 2 OF 10 AS RECORDED IN NOTE: FOR COMPLETE MAP OF RECORD REFER TO M.B. 17, PG. 4 E E EEEE E E SHEET 4 SHEET 5 SHEET 6 SHEET 8 SHEET 9 14 U T - 3 U T - 2 B UT-1UT-2UT-2 UT-6 UT-4AU T - 4 BUT-4UT-5UT-5ABENTON BRANCHUT- 5 1 10 2 3 4 11 12 5 6 13 8 9 7 15 16 17 18 19 20 21 22 23 24 25 STREAM CROSSINGWITH (2) 15" CMP STREAM CROSSINGWITH (1) 48" CMP STREAMCROSSING WITH (1) 30" CMP START BENTON BRANCHSTA 0+00 BEGIN ENHANCEMENT II END UT-5STA 15+32END ENHANCEMENT II END BENTON BRANCHSTA 20+98END ENHANCEMENT II END UT-4STA 9+84END RESTORATION END UT-5 STA 0+00END ENHANCEMENT II UT-4STA 2+89START RESTORATION UT-4ASTA 0+00START ENHANCEMENT II UT-4ASTA 3+41END RESTORATION UT-4ASTA 0+76END ENHANCEMENT IISTART RESTORATION UT-4B STA 0+00START ENHANCEMENT II UT-4BSTA 0+69END ENHANCEMENT IISTART RESTORATION END RESTORATIONEND UT-4B START UT-2STA 0+00BEGIN ENHANCEMENT I UT-2STA 1+30END ENHANCEMENT IBEGIN RESTORATION UT-2BSTA 02+58END RESTORATION UT-1STA 6+95END RESTORATION UT-3STA 12+61END RESTORATION UT-2STA 16+67END RESTORATION START UT-2BSTA 0+00BEGIN RESTORATION START UT-1STA 0+00BEGIN RESTORATION START UT-3STA 0+00BEGIN ENHANCEMENT II UT-3STA 0+00END ENHANCEMENT IIBEGIN RESTORATION UT-6STA 0+00BEGIN ENHANCEMENT II UT-6 STA 9+99END ENHANCEMENT II END UT-5ASTA 0+67END RESTORATION SHEET 7 BENTON BRANCH UT-6STA 02+70END ENHANCEMENT IIBEGIN ENHANCEMENT I UT-6 STA 06+20END ENHANCEMENT IBEGIN ENHANCEMENT IINC GRIDNAD'83(2011)CVS PLOTS COORDINATE TABLE (COORDINATE AT THE PLOT ORIGIN ) INDEX SHEET SHEET 3 OF 10 X-SECT NORTHING EASTING 1 919323.7737 1875025.8518 2 919594.9293 1875165.6272 3 919749.8276 1875191.2200 4 919800.3498 1875052.9307 5 920002.7886 1875074.1809 6 920015.4851 1875288.4945 7 920254.5101 1875270.0257 8 920529.1448 1875593.4773 9 920596.0435 1875152.6107 10 919497.1114 1874895.5454 11 919749.1439 1874804.1435 12 919812.1251 1874678.5408 13 920231.8398 1874514.9072 14 918020.0592 1873269.7824 15 918155.4447 1873329.3695 16 918498.3961 1873450.2156 17 918635.2697 1873369.1311 18 920529.9676 1876873.5767 19 920293.9098 1876773.6099 20 919772.1620 1876946.8856 21 919583.8146 1877820.3731 22 919491.1926 1877551.5640 23 919351.2330 1877680.9881 24 919169.1521 1877644.6683 25 918996.3141 1877847.5429 CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RIPARIAN BUFFER RESTORATION AREA RESTORED STREAM CHANNEL (TOB - 29FT) = 0.006 AC. (281.40 SQ. FT.) RIPARIAN BUFFER RESTORATION AREA (TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.) NUTRIENT OFFSET CREDIT AREA = 0.08 AC. (3,600.74 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (TOB - 100FT) = 9.25 AC. (402,992.21 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 200FT) = 0.17 AC. (7,209.45 SQ. FT.) WETLAND MITIGATION CREDIT AREA = 4.34 AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE DISTANCES FROM TOB RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.) RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 29FT) = 0.006 AC. (254.88. FT.) CREDIT AREA PLAN AS-BUILT E E E E EE E E BENTON BRANCH18 19 START BENTON BRANCH STA 0+00 BEGIN ENHANCEMENT II NC GRIDNAD'83(2011)CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RIPARIAN BUFFER RESTORATION AREA RESTORED STREAM CHANNEL (TOB - 29FT) = 0.006 AC. (281.40 SQ. FT.) RIPARIAN BUFFER RESTORATION AREA (TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.) NUTRIENT OFFSET CREDIT AREA = 0.08 AC. (3,600.74 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (TOB - 100FT) = 9.25 AC. (402,992.21 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 200FT) = 0.17 AC. (7,209.45 SQ. FT.) WETLAND MITIGATION CREDIT AREA = 4.34 AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE DISTANCES FROM TOB RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.) RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 29FT) = 0.006 AC. (254.88. FT.) SHEET 4 OF 10 CREDIT AREA PLAN AS-BUILT 50FT FROM TOB 50FT FROM TOB UT-4UT-5AUT - 5 20 22 23 STREAM CROSSING WITH (2) 15" CMP END UT-5 STA 15+32 END ENHANCEMENT II END BENTON BRANCH STA 20+98 END ENHANCEMENT II END UT-4 STA 9+84 END RESTORATION END UT-5A STA 0+67 END RESTORATION BENTON BRANCH NC GRIDNAD'83(2011)CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RIPARIAN BUFFER RESTORATION AREA RESTORED STREAM CHANNEL (TOB - 29FT) = 0.006 AC. (281.40 SQ. FT.) RIPARIAN BUFFER RESTORATION AREA (TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.) NUTRIENT OFFSET CREDIT AREA = 0.08 AC. (3,600.74 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (TOB - 100FT) = 9.25 AC. (402,992.21 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 200FT) = 0.17 AC. (7,209.45 SQ. FT.) WETLAND MITIGATION CREDIT AREA = 4.34 AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE DISTANCES FROM TOB RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.) RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 29FT) = 0.006 AC. (254.88. FT.) SHEET 5 OF 10 CREDIT AREA PLAN AS-BUILT 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB UT-4AUT -4BUT-4UT-5UT-5A21 22 23 24 25 STREAM CROSSING WITH (2) 15" CMP END UT-4 STA 9+84 END RESTORATION END UT-5 STA 0+00 END ENHANCEMENT II UT-4 STA 2+89 START RESTORATION UT-4A STA 0+00 START ENHANCEMENT II UT-4A STA 3+41 END RESTORATION UT-4A STA 0+76 END ENHANCEMENT II START RESTORATION UT-4B STA 0+00 START ENHANCEMENT II UT-4B STA 0+69 END ENHANCEMENT II START RESTORATION END RESTORATION END UT-4B NC GRIDNAD'83(2011)1 CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RIPARIAN BUFFER RESTORATION AREA RESTORED STREAM CHANNEL (TOB - 29FT) = 0.006 AC. (281.40 SQ. FT.) RIPARIAN BUFFER RESTORATION AREA (TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.) NUTRIENT OFFSET CREDIT AREA = 0.08 AC. (3,600.74 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (TOB - 100FT) = 9.25 AC. (402,992.21 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 200FT) = 0.17 AC. (7,209.45 SQ. FT.) WETLAND MITIGATION CREDIT AREA = 4.34 AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE DISTANCES FROM TOB RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.) RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 29FT) = 0.006 AC. (254.88. FT.) SHEET 6 OF 10 CREDIT AREA PLAN AS-BUILT 100FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB50FT FROM TOB100FT FROM TOB 100FT FROM T O B 50FT FROM T O B50FT FROM TOB UT -3UT -2BUT-1UT-2412 5 6 13 8 9 7 STREAM CROSSING WITH (1) 30" CMP START UT-2 STA 0+00 BEGIN ENHANCEMENT I UT-2 STA 1+30 END ENHANCEMENT I BEGIN RESTORATION UT-2B STA 02+58 END RESTORATION UT-1 STA 6+95 END RESTORATION START UT-2B STA 0+00 BEGIN RESTORATION START UT-1 STA 0+00 BEGIN RESTORATION START UT-3 STA 0+00 BEGIN ENHANCEMENT II UT-3 STA 0+00 END ENHANCEMENT II BEGIN RESTORATIONNC GRIDNAD'83(2011)CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RIPARIAN BUFFER RESTORATION AREA RESTORED STREAM CHANNEL (TOB - 29FT) = 0.006 AC. (281.40 SQ. FT.) RIPARIAN BUFFER RESTORATION AREA (TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.) NUTRIENT OFFSET CREDIT AREA = 0.08 AC. (3,600.74 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (TOB - 100FT) = 9.25 AC. (402,992.21 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 200FT) = 0.17 AC. (7,209.45 SQ. FT.) WETLAND MITIGATION CREDIT AREA = 4.34 AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE DISTANCES FROM TOB RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.) RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 29FT) = 0.006 AC. (254.88. FT.) SHEET 7 OF 10 CREDIT AREA PLAN AS-BUILT 50FT FROM TOB 100FT FROM TOB 200FT FROM TOB 100FT FROM TOB 200FT FROM TOB 50FT FROM TOB 100FT FROM TOB 100FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB UT -3UT -2BUT-21 10 2 3 4 11 12 STREAM CROSSING WITH (1) 48" CMP UT-2B STA 02+58 END RESTORATION UT-1 STA 6+95 END RESTORATION UT-3 STA 12+61 END RESTORATION UT-2 STA 16+67 END RESTORATION BEGIN RESTORATION NC GRIDNAD'83(2011)CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RIPARIAN BUFFER RESTORATION AREA RESTORED STREAM CHANNEL (TOB - 29FT) = 0.006 AC. (281.40 SQ. FT.) RIPARIAN BUFFER RESTORATION AREA (TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.) NUTRIENT OFFSET CREDIT AREA = 0.08 AC. (3,600.74 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (TOB - 100FT) = 9.25 AC. (402,992.21 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 200FT) = 0.17 AC. (7,209.45 SQ. FT.) WETLAND MITIGATION CREDIT AREA = 4.34 AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE DISTANCES FROM TOB RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.) RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 29FT) = 0.006 AC. (254.88. FT.) SHEET 8 OF 10 CREDIT AREA PLAN AS-BUILT 100FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB50FT FROM TOB 50FT FROM TOB 14 UT-615 16 17UT-6 STA 0+00 BEGIN ENHANCEMENT II UT-6 STA 9+99 END ENHANCEMENT II UT-6 STA 02+70 END ENHANCEMENT II BEGIN ENHANCEMENT I UT-6 STA 06+20 END ENHANCEMENT I BEGIN ENHANCEMENT II NC GRIDNAD'83(2011)CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RIPARIAN BUFFER RESTORATION AREA RESTORED STREAM CHANNEL (TOB - 29FT) = 0.006 AC. (281.40 SQ. FT.) RIPARIAN BUFFER RESTORATION AREA (TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.) NUTRIENT OFFSET CREDIT AREA = 0.08 AC. (3,600.74 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (TOB - 100FT) = 9.25 AC. (402,992.21 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 200FT) = 0.17 AC. (7,209.45 SQ. FT.) WETLAND MITIGATION CREDIT AREA = 4.34 AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE DISTANCES FROM TOB RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.) RIPARIAN BUFFER PRESERVATION ON RURAL SUBJECT STREAM (TOB - 29FT) = 0.006 AC. (254.88. FT.) SHEET 9 OF 10 CREDIT AREA PLAN AS-BUILT 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB 50FT FROM TOB E E E E E EEE14 1 10 2 3 4 11 12 5 6 13 8 9 7 15 16 17 18 19 20 21 22 23 24 25 STREAM CROSSING WITH (2) 15" CMP STREAM CROSSING WITH (1) 48" CMP STREAM CROSSING WITH (1) 30" CMP UT-4UT -3UT-2UT - 2 B UT-2UT-1BENTON BRANCHBENTON BRANCHUT- 5 UT-4 A UT -4BUT -4NC GRIDNAD'83(2011)(PLANTING SCHEDULE PROVIDED BY AXIOM ENVIRONMENTAL) PLANTING SCHEDULE ALL PLANTS WERE PLANTED BY 03/17/18 CONSTRUCTION LEGEND: #CVS PLOTS ORIGIN POINT ON CVS PLOTS RESTORED STREAM CHANNEL PLANTED AREA CONSERVATION EASEMENT LINE SHEET 10 OF 10 PLANTING PLAN AS-BUILT