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Home My WebLink About20141149 Ver 4_Mitigation As-Built Plans_20180829Action History (UTC-05:00) Eastern Time (US & Canada) Submit by Anonymous User 8/29/2018 4:54:21 PM (Message Start Event) Approve by Montalvo, Sheri A 8/30/2018 8:20:52 AM (Initial Review- Sheri Montalvo) The task was assigned to Montalvo, Sheri A 8/29/2018 4:54 PM D# * 20141149 Version* 4 Select Reviewer:* Katie Merritt Mitigation Project Submittal - 8/29/2018 Type of Mitigation Project:* F Stream r Wetlands fJ Buffer rJ Nutrient Offset (Select all that apply) Is this a Prospectus, Technical Proposal or a a yes a No New Site? * Project Contact Information ...................................................................................................................................................................... Contact Name:* Raymond Holz Email Address:* rholz@restorationsystems.com Project Information Existing (DWR) ID#:* 20141149 (numbers only... no dash) Existing Version:* 4 (nurrbers only) Project Name:* Rocky Top County:* Alamance Document Information Mitigation Document Type:* Mitigation As -Built Plans File Upload: ROCKY_ TOP_AB_sealed.pdf 1.69MB Rease upload only one RDF of the conplete file that needs to be subnitted... Signature Print Name:* Raymond Holz Signature: * GREENW000 RD 50 20p 2 SITE MAJOR HILL RD QUACKENBUSH RD VICINITY MAP (NTS) DEED REFERENCE(S) FOR NEW CONSERVATION EASEMENT: BEING A PORTION OF THE PROPERTY RECORDED IN D.B. 864, PG. 246 (TRACT 2) OF THE ALAMANCE COUNTY REGISTER OF DEEDS. DEED REFERENCE(Sl FOR NEW 20' WIDE NON-EXCLUSIVE ACCESS CONSERVATION EASEMENT: BEING A PORTION OF THE PROPERTY RECORDED IN D.B. 864, PG. 246 (TRACT 1), D.B. 798, PG. 157 (TRACT 1)AND D.B. 3364, PG 674-679 (LINE AGREEMENT) OF THE ALAMANCE COUNTY REGISTER OF DEEDS. MAP REFERENCE(S1: BK. 52, PG. 180 BK. 57, PG. 183 BK. 73, PG. 219 BK. 76, PAGES 373-374 BK. 76, PG. 402 GENERAL NOTES: 1) NOTE: NOABSTRACT 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 MAYAFFECT THIS SURVEYED PARCEL. 2) NO HORIZONTAL CONTROL EXISTS WITHIN 2000 FT 3) ONLY CONTROL POINT 110 HAS TRUE NORTH CAROLINA STATE PLANE COORDINATES. ALL OTHER COORDINATESARE GROUND COORDINATES (NAD 83(2011)). 4) THE OPUS SOLUTION ON CONTROL POINT 110 WAS VERIFIED ON TWO SEPARATE DATES WITHA MINIMUM OBSERVATION TIME OF 120 MINUTES. 5) THE NCSPC SHOWN ON CONTROL POINT 110 WAS OBTAINED FROMAN NGS OPUS SOLUTION. THIS OBSERVATION WAS STARTED ON 0410812014 14:18:00AND ENDED ON 0410812014 17:40:00 USING A TOPCON HYPERLITE PLUS GPS UNIT THE COMBINED FACTOR IS 0.99990949. THE DATUM IS NAD '83(2011). THE FOLLOWING BASE STATIONS WERE USED IN THE OPUS SOLUTION: PID DESIGNATION LATITUDE m LONGITUDE (m AM7024 SNFD SANFORD CORS ARP N352824.677 W0790928.984 DL3891 NCJL JORDAN LAKE CORS ARP N354652.496 W0790203.927 DG9328 DURH DURHAM COOP CORS ARP N355946.129 W0785358.036 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. 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. I, 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 or( f g4rjy F, 2018; that the survey was completed on February, 19, 2018; and all coordinates, 6 alLeA��Grid 'NAD'83(2011) and all elevations are assumed elevations. ti off' Fessio SEAL r = Surveyor L 419a L-4194 - p 9'Lp0' er= John Rudolph, Digitally signed by John f�� ' .• 5L1Rv... ' p"�: Rudolph, PLS PLS Date: 2018.05.16 12:11:10-04'00' L7111,IEY 1I1{1,1, CVS PLOTS COORDINATE TABLE (COORDINATE AT THE PLOT ORIGIN A) CVS PLOT NORTHING EASTING 1 777860.0271 18 84865.1186 2 777733.7964 1884857.7692 3 777776.2786 1885217.4902 4 778020.5661 1885363.2358 5 777804.1277 1884934.9513 6 777743.7002 1884708.9362 METADATA CORNER DESCRIPTIONS FOR CONSERVATION EASEMENT CORNER DESCRIPTION O 3/4" O.D. IRON PIPE 0.4' ABOVE GRADE O 3/4" O.D. IRON PIPE 0.T ABOVE GRADE O 1.0" O.D. IRON PIPE 0.5' ABOVE GRADE O 4N4" CONCRETE MARKER 0.6' ABOVE GRADE O 1.0" O.D. IRON PIPE 1.0' ABOVE GRADE O "FIXE" 3/8" BOLT SET IN ROCK OUTCROP 0 THRU 10 No. 5 REBAR FLUSH WITH GRADE o No. 5 REBAR FLUSH WITH GRADE WITH PLASTIC CAP 120 AND Uzi 1.0" O.D. IRON PIPE 0.5' ABOVE GRADE COORDINATES ALONG NEW CONSERVATION EASEMENT POINT No. NORTHING EASTING 1 777828.7272 1885505.2342 2 777772.1999 1885367.0099 3 777677.9355 1885136.4749 4 777639.1995 1884940.3602 5 777723.1261 1884600.6768 6 777784.9298 1884647.1779 7 777891.7642 1884826.7274 8 777960.5109 1885085.1243 9 778048.2921 1885265.3660 10 778084.3614 1885518.2465 NOTE: ONLY CORNER #110 IS A TRUE NORTH CAROLINA STATE PLANE COORDINATE. COORDINATES SHOWN ARE BASED ON GROUND DISTANCES TO MATCH PLAT. LEGEND: ISS - IRON STAKE SET ECM - EXISTING CONCRETE MARKER EIP - EXISTING IRON PIPE MNS - MAG NAIL SET EIS - EXISTING IRON STAKE BK - BOOK D.B. - DEED BOOK PG. - PAGE CONSERVATION EASEMENT LINE - - - - - TIE DOWN LINE _ RIGHT OF WAY LINE OR ADJOINER LINE ACCESS EASEMENTS LINE DATA ALONG CONSERVATION EASEMENT LINE BEARING DISTANCE L1 N36°57'28"E 77.34' L2 N5914'48"E 208.93' L3 N75°06'05"E 267.39' L4 N64°01'59"E 200.48' L5 N81°52'57"E 255.44' L6 S02°54'50"W 255.97' 1_7 S6745'28"W 149.34' L8 S67°45'38"W 249.06' L9 S78°49'37"W 199.90' L10 N76-07'18"W 349.99 IN LINE DATA ALONG CONSERVATION EASEMENT LINE BEARING DISTANCE L1 N36°57'28"E 77.34' L2 N59°14'48"E 208.93' L3 N75°06'05"E 267.39' L4 N64°01'59"E 200.48' L5 N81°52'57"E 255.44' L6 S02°54'50"W 255.97' L7 S67°45'28"W 149.34' L8 S67°45'38"W 249.06' L9 S78°49'37"W 199.90, L10 N76-07'18"W 349.90' FEMA FLOOD STATEMENT: THE AREA REPRESENTED BY THIS PLAT IS NOT LOCATED IN A FLOOD HAZARD BOUNDARY ACCORDING TO FEMA MAP NUMBER(S) 3710878700J, ZONE(S): X DATED: SEPTEMBER 6, 2006. NOTE: A BARBED WIRE FENCE IS INSTALLED 2'± OUTSIDE OF THE CONSERVATION EASEMENT I CONSERVATION EASEMENT I ACREAGE DATA: TOTAL NEW CONSERVATION EASEMENT IS 5.16 ACRES± EXCLUDING ALL EASEMENTS AND RIGHT-OF-WAYS BY COORDINATE COMPUTATION 50 1 " = 100' 100 200 W of O N o n E U N O O 3 G Lo = Z r w N 2 0 o N .� ,U � ° a ) E 0 U C0 0) Y LL m C co N 1 O cr 2>NM �QG� �3Z� w0�� Eu>.2)N 2c0 N 6 Q N of 0) E 0 w E 0 a Z Iv 0 _ J w wwz ice= O W =NLD W >- I= CO) 0 to Y G Z ci Z d Q _ET OW O o U J_ Q G Q s U 0_ °0�� 0°w a� ~z� �> m Q Q OU o - DRAWN BY: ~ FGR DATE: 05/16/18 SURVEYED BY: J.A.R. DWG. NO. RSS104RB18 SHEET 1 OF 3 PLANTING SCHEDULE Rocky Top PLMAF DIMOHF MTW SSA Total Speed Planted Speed Purchased Speed Planted Speed Planted Speed Planted Alnusserrulata 27 0 122 0 1.49 0 Betulanigra 27 25 122 175 149 200 Carpinuscaroliniana 502 0 502 ❑ CephaIanthus occidentalis 55 100 150 55 25D Cercis canadensis 378 350 378 350 Clethra alnifolia 41 0 41 0 Carnus amomum 27 25 41 75 490 475 558 575 Diosypros virginiana 252 n 252 0 Fraxinus americana 126 0 126 ❑ Fraxinus pennsylvanica 54 50 490 300 544 350 Vaccinium corymbosum 27 ❑ 27 ❑ Liriodendron tulipifera 27 25 27 25 Aatanus occidental is 54 sc 490 500 544 550 Nyssa sylvatica var. sylvatica 378 350 378 350 Quercus ni ra 41 1 i[] _�02 450 245 200 7SP. 700 Quercus phellos 41 50 378 350 245 250 bb4 650 Salix nigra 245 250 245 0 Sam bucus canadensis 55 10D 1 150 55 250 Viburnum nudum 27 ❑ 27 0 271 275 2516 1500 273 1 275 2449 1 2450 1 5509 4250 Sal ix nigra were purchased and installed by another contractor i2o P EIP I I I I I I I I 31 I z 7T � LAMM ,0I o co D.B. 864, PG. 246 o I w TRACT U� ~ I I I I I I _ NEW 20' WIDE I I I I I O6 NON-EXCLUSIVE ACCESS EASEMENT + / PER BK. 76. PG. 402 L6 �� y EIP 1P 1 6 5 O �p9�p� ISS END UT7 G STA 10+29 NC GRID COORDINATE N=776,579.1128' END OF E=1,883,262.0701' RESTORATION ISS REFERENCE POINT ONLY PER BK 76, PG. 402 (PLANTING SCHEDULE PROVIDED BY AXIOM ENVIRONMENTAL) CONSTRUCTION LEGEND: RESTORED STREAM CHANNEL . ORIGIN POINT ON CVS PLOTS aCVS PLOTS PLANTED AREA CONSERVATION EASEMENT LINE I EIP 121 �I z o vSll 7 p N I (0W U Q Z Z O Fv U) I` x C 1 0 z I I io I LAMM L5 D.B. 864, PG. 246 TRACT 2 0 4 0 GUARD i NC NATIONAL o' , START UT1 co D.B. 466, PG.. 859 II BEGIN ENHANCEMENT L3 p STA 0+00 11p um 1 LIT1 Iglu END ENHANCEMENT II BEGIN RESTORATION STA 4+43 EIP 0 ul�l 5 START UT2 V� BEGIN RESTORATION 3 UT_2 STA 0+001 ��ttlllrrrrr�� 6 EIP �`••�H CA% 0 END UT2 �a y END RESTORATION — Q SEAL r STA 2+45 UNI — L10 NC D.B NATIONAL PG 8UARD `: L-4194 59 O� 'Z EIP ° ?o Q 3 Sup, "o"� ECM L9 O Digitally signed b�1/,sH�EY NEW CONSERVATION John John Rudolph, PLS CHEEK G EASEMENT PLS Date:2018.05.16 D.B. 2128, PG. 659 I 5.16 ACRES± BY Rudolph, COORDINATE 12:11:45-04'00' COMPUTATION 0 50 100 200 1 " = 100' in C CU w M C N 0 U =O O Z � N N O �` N O O t/ a .N V r` 000 0 US (9 rn Y I Q 0 / / 0)/ 1 m C co N 1 O cr 2>NM >QUm E3Z� w0,� Eu>.2)N .2co N 6 QNmrn v 0 w E 0 a Z U O _ J w Q co G wwz itz= O LLJ = N w UJ >- w CO) kim V Z Q nZ O m v C oU J }O co Z_ Y F W G Q .E u i (n H 3 m Q Q Z `�° a u Q N O d` t DRAWN BY: FGR DATE: 05/16/18 SURVEYED BY: J.A.R. DWG. NO. RSS104RB18 SHEET 2OF3 CONSTRUCTION LEGEND: RESTORED STREAM CHANNEL . ORIGIN POINT ON CVS PLOTS CVS PLOTS _RIPARIAN BUFFER RESTORATION AREA JOB - 29FT) = 0.003 AC. (152.83 SQ. FT) _RIPARIAN BUFFER RESTORATION AREA JOB - 100FT) = 2.35 AC. (102,356.48 SQ. FT.) NUTRIENT OFFSET CREDIT AREA (101-20OFT) = 1.09 AC. (47,626.47 SQ. FT) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION JOB - 29FT) = 0.001 AC. (54.43 SQ. FT.) RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION JOB - 100FT) = 0.94AC. (40,784..56 SQ. FT) _RIPARIAN BUFFER ENHANCEMENT VIA CATTLE EXCLUSION (101 - 20OFT) = 0.003 AC. (113.87 SQ. FT.) WETLAND MITIGATION CREDITAREA= 0.54AC. CONSTRUCTED BMP FOOTPRIINT (NO CREDIT) = 0.02 AC. CONSERVATION EASEMENT LINE 120 DISTANCES FROM TOB 0 EIP I I I I I I I I �I z cl170 LAMM °' i � o D.B. 864, PG. 246 o I co W TRACT ~ I I I I I I NEW 20' WIDE I I I I I Os NON-EXCLUSIVE ACCESS EASEMENT I PER BK. 76, PG. 402 I � EIP ISS END UT1 GSTA 10+29 END OF RESTORATION ISS REFERENCE POINT ONLY PER BK 76, PG. 402 Table 1. Rockv To Jordan Take - 1law River Suh-Wntrrshed Crnlit I'mterm inntion'rahle 14 Digit Watershed TD: 030.300020SWO Riparian Ruffer Ni tl ignti on Credils ']Wffer Vi idth Credil Type Total Area N16tigalion Percentage of Mitigation from 7.OR Ratio Full Credit Credits 152.83 ft= 114.62 W TOB-29 ft 1:1 75% Restoration (0.00380) (0.002 so) 102,356.48 102,356.49 TOB-100 R W I 1001/6 ft2 (2.35 ac) (2.35 ac) 54.43 ftx 2041.ft' TOS29 ft 21 75% Enhancement via Cattle (0.001 Re) (0.0004 ac) 40,784.55 20,39229 ill TOB-100 R Exclusion (15A NCAC 0213.0295 R' 2:1 100ah (00) (0.94 ac) (0.47 ac) 113.87 fly 18.79 ft2 l0l-ZOO h ?:I 33•!0 (0.003 ac) (0.D005 ac) 122,902.S8 Total Riparian Buffer Miligatium Credits W (2.82 ac) CHEEK D.B. 2128, PG. 659 ECM G Nuirierd Offset Credils -1ki fcr Mitigntion Total Gtntratcd Generated 17rllvcry Delivered 443d1h from Credit Type Type Acreage per CreditsAcre Credits Factor Credits TOB Acn 101-200 tY Nitrogen Restoratim 1.09 2249.3d 2451.8 71% 1740.78 101-200 ft Plna horns ResWmicn 1.09 )43.81 l_%75 67A 105.02 'TOH-2Da= Runrr iB IM matt 2D H fret the TOR and lhaef gals For no tedrt. TOMS2 R= Huila wift is conlious Ban TOB• is a minimum of 20 ft fortthe TOR and a maximum of 29 R Fran me TOR, and queliFes fa 75% aedtl TOB. 1 OO fl . SIttfer-Ah is contiguous from TOR. is a millimm of 29 fl flan'he TOR mW a m aimum of 1 DD r. from the TOR. and qualifies fm 1 D0% coda. IOt-NW = Hu!<wi kh is co tiguoua f TOR_ is.minmum of 101 R from the TOR and. maximum of TOO 11 Born the TOR, ram cl.Wifics fa 33%wet[. -Hut mitigation credits arc mugM tom lop ofbank to too Bd. Beyond tuna ardit genenaing .rear, R$ is proposing nuniw offset aedits out loa maximum of 2o0 list far a rntvguoue rgnrian rcaomtim fmm rap of bank w 2DO Poe[ when possible. I EIP II 121 � z 0I� N 10 W 01 co 10 I LAMM L5 D.B. 864, PG. 246 G)TRACT 2 4 50FT FROM TOB NC NATIONAL GUARD START UT1 J D.B. 466, PG.. 859 l BEGIN ENHANCEMENT II STA 0+00 5OFT FROM TOB UT1 END ENHANCEMENT II 10OFT FROM TOB BEGIN RESTORATION q II STA4+43 1h, 00 C W M C N � U N o = Z � y O @�` 0 0 p r t` c00 a a) E uCOi CO rn Y I m C m W 1 O cr 00>NM 5<L) c3:z W0�� Eu>.2)N 2cO N 6 allofo) v 0 w E 0 Q OVA _ J w wwz O W =nor I.- cn N b W >_ m co) EPINSTART UT2 EIP 0 -BEGIN RESTORATION 3 E STA 0+00 2 200FT FROM TOB t) EIP [ON Q Z n Z fl O m n x J Q LU NC NATIONAL GUARD } 0,2 1j m W D.B.466, PG. 859 Y F ~ 31 t QGQ U EQ H LE w�(D NEW CONSERVATION �� 0 FE 5j0 ' .1/ o } ti EASEMENT �- �O 5.16 ACRES± BY COORDINATE = 2 SEAL r _ DRAWN BY: FGR COMPUTATION L-4194 John Digitally signed by,. r �: - DATE: 05/16/18 Rudolph, John Rudolph �lmti 9�� O.'Z SURVEYED BY: J.A.R. p / Date: 2018.05.1 �� SUR - p PLS 12:12:13-04'00' �41LE-, Ft�a.DWG. NO. �77f►] 111 I1 , RSS104RB18 0 __ __ 200 SHEET 1"= 100' 3 OF 3