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Home My WebLink About20160372 Ver 2_As Built Plans_20190820Mitigation L. Project Information UpI( ID#* Select Reviewer:* Katie Merritt Initial Review 08/20/2019 Completed Date Mitigation Project Submittal - 8/20/201, - Version * Is this a Prospectus, Technical Proposal or a New Site? * Type of Mitigation Project:* V Stream r- Wetlands W Buffer r- Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Lindsay Crocker Project Informatio- Existing 20160372 (DWR) (nunbers only no dash) ID#:* Project Type: F DMS r Mitigation Bank Project Name: Stony Fork County: Johnston Document Information r Yes r Email Address:* lindsay.crocker@ncdenr.gov Existing Version: (nurnbersonly) Mitigation Document Type:* Mitigation Information File Upload: Stony Fork_ 97085_ABD_2019.pdf 1.37MB Rease upload only one RDF of the conplete file that needs to be subr itted... Signature Print Name:* LINDSAY CROCKER Signature: SF1 10+00 to 21+55 1,235 Restoration 1 to 11,155 1,15521+55 to 32+62 1,1431,105 1,105SF2* 33+19 to 44+53 1,027 Restoration 1 to 11,134 1,13444+84 to 49+54 283470 47049+54 to 55+52 592598 59855+82 to 56+08 2626 26Tributary 1 100+00 to 105+10 365 Restoration 1 to 1510 510Tributary 1A 150+00 to 151+59 47 Restoration 1 to 1159 159Tributary 2‐1 200+00 to 203+34 326 Enhancement II 2.5 to 1334 134Tributary 2‐2 203+34 to 206+71 318 Restoration 1 to 1337 337Tributary 2‐3 206+71 to 215+26 820 Restoration 1 to 1855 855Tributary 3 300+00 to 300+71 72 Enhancement I 1.5 to 171 47Tributary 3 300+71 to 301+29 82 Restoration 1 to 158 58TOTAL STREAM CREDITS6,586Buffer Restoration TOB to 100'N/A413,194 Buffer Restoration TOB to 100'1.00 413,194 413,194 Buffer Restoration 101‐200'N/A37,091 Buffer Restoration 101‐200'0.3337,091 12,240 Buffer Enhancement TOB to 100'N/A74,802 Buffer Enhancement TOB to 100'0.5074,802 37,401 Buffer Preservation TOB to 100'N/A175,029 Buffer Preservation TOB to 100'0.10 175,029 17,503 480,338 * Crossings have been removed from creditable linear footage for all project streams.TOTAL BUFFER CREDITSMitigation RatioRestoration Footage or AreaMitigation CreditsRestoration 1 to 1PROJECT COMPONENTS – 6,588 STREAM CREDITS AND 480,338 BUFFER CREDITSSF3*Reach IDProposed StationingExisting Footage or Square FeetApproach GENERAL NOTES: THIS PLAT DOES NOT REPRESENT A BOUNDARY SURVEY OF THE PARENT TRACTS. THE PARENT TRACT BOUNDARIES ADJACENT TO THIS EASEMENT ARE NOT CHANGED BY THIS PLAT. DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. THE BASIS OF THE MERIDIANS AND COORDINATES FOR THIS PLAT IS THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NAD 83), BASED ON DIFFERENTIAL GPS OBSERVATIONS. ALL DISTANCES ARE GROUND UNLESS OTHERWISE NOTED. NO UNDERGROUND UTILITY LOCATING PERFORMED DURING THE COURSE OF THIS SURVEY. PROJECT LEGEND: Proposed Thalweg w/Approximate Bankfull Limits ------------- Proposed Riffle Enhancement Proposed Riffle Grade Control Proposed Step Pool ------------------------------ Proposed Live Lift --------------------------------- Existing Channel to be Filled ---------------- Proposed Channel Block 0 CONTROL POINTS DESC. NORTHING EASTING ELEV. KCI#27 618367.2470 2141562.051 198.4900 KCI#70 618647.1690 2141408.330 215.5190 KCI#71 618910.1740 2141115.861 277.1050 KCI#79 618217.9490 2142061.939 194.4710 KCI#90 618209.5420 2141067.742 201.9430 KCI#300 618178.5924 2142094.378 192.3853 KCI#301 618590.2717 2142474.796 185.2785 KCI#302 619120.0287 2142959.327 179.2967 KCI#303 619333.5622 2143164.350 177.1733 KCI#304 619462.2658 2142986.297 180.6263 KCI#305 619680.7375 2142807.789 183.4926 KCI#306 619507.7895 2143539.344 173.8932 KCI#401 617998.2136 2140619.690 208.7900 KCI#90CHK 618209.6074 2141067.627 201.8893 KCI#640 618335.4015 2141177.787 200.5566 KCI#641 618110.9101 2140889.317 204.7602 NL 618008.3538 2140585.509 208.5186 NL 618163.5139 2140377.491 225.0919 NL 619953.0220 2142386.066 196.3783 NL 619615.5746 2143665.436 174.2422 NL 619741.1450 2144001.311 191.5167 Existing Tree Line Minor Contour Line Major Contour Line ---720---- ------------------ dl w z J U) o Of O O�� °LL z z� Ow a D Of o (f)Q � o LU Q z � z o GENERAL NOTES & PROJECT LEGEND SHEET 2 OF 8 111111111/ I ' ♦ ♦ 1 1�� I ♦ ltk CAF? SEAL G7 32733 I �� =7,9 Al = j tiA1tyE�Q' A m. •`''111, 11+1j1`'1 -40'-20' 0' 40' 80' BEGIN - J I li�i�r— I — I TRIBUTARY Z�l GRAPHIC SCALEoll PRO✓ECTENG/NEER PRO✓ECTSURI/EYOR I m, / A \\ ALL TOPOGRAPHIC AND FEATURE DATA ARE BASED ON THE AS -BUILT SURVEY - COMPLETED ON MAY 06, 2019. lco 300+ I I _ . • - \ 00\ ' � / � NSERVgTI .••• / �� I > 1 /"\ t -`--' \\ BEGIN TRIB 1A I I 1 I I I 1 1 1 / / , I 1 ill 1111 .v v v `- III11►111- 10 ------- _,/ O' ,-_ 1 BEGIN SF1 l � + vD / /' \ -,o o Q i•••�'• -1 '♦••.� /' __, // �� 1 0 102+OD-/ \` ` \�/ \\ l s \ I \ \ — BEGIN TRIB3 x ® ••• \ BEGIN TRIB 1A I I 1 I I I 1 1 1 / / , I 1 ill 1111 .v v v `- III11►111- ------- _,/ O' ,-_ 1 BEGIN SF1 i•••�'• -1 '♦••.� /' __, // �� l,, 0X9 \---�� \` ` \�/ \\ l 1 1 -------------------� -- f--------------------------�-- INSTALLED 'RIFFLE ENHANCEMENT' INSTALLED 'LIVE LIFT' CONSERVATIONEASEMENT ------------ --�-------, ----------------------------- -- -- INSTALLED'RIFFLE BEGIN SF2 GRADE CONTROL' (END TRIBUTARY 1) INSTALLED 'STEP POOL'. M N 0 a N Wo Z F n 1� Z u Q U N00 QJ W NU ¢ 2 �F g W0 Z d W z 0 U) Nm Z LL J W � w z I— J v o F -Z Q1 U W O_ c� c/) ~ ILL O z U) I— Z Z U) ��♦, Z w °wag0 Q Q o w F- U) - U o SITE PLAN REACH: SF1, SF2 & T1, T1A, T3 / = ALL TOPOGRAPHIC AND FEATURE DATA ARE BASED ON THE AS -BUILT SURVEY / SEAL COMPLETED ON MAY 06, 2019. 32733 / % O 9'NI��... NAEL 0: / EXISITNG GRAVEL / ACCESS DRIVE / PRO✓ECTSURUEYOR PRO✓ECTENG/NEER / EXISITNG ASPHALT / DRIVE / n — Lo O F ,` / as ♦♦ F ZU Lu �� / pO ' w g� w ,,♦♦ UiEZi Lu � INCOMING DRAINAGE ♦' / X:>Z Lu �� STABILIZED 40/ M U w ❑ -- _ ��.�, / Lu -40'-20' 0' 40' 80' ♦♦♦♦ \ ' / \ U) ou Lu -,mow `.� ♦♦♦ z z� `. GRAPHIC SCALE ♦ = 2 ` / ♦ ♦♦♦ U / \ O ♦, ~O % INSTALLED'RIFFLE% / ♦♦ / `, Q '�vv �� + �� ♦ ENHANCEMENT' ♦' / - ,�/ 2 o �__, ♦ ♦♦ _ 0 w� INSTALLED 'LIVE ♦' �/ -- - - ` ----- % LIFT, I ,♦♦ % _/ ,♦♦ o N of \\ \ \cl p \ �� ♦' /l di�� co♦' g+ Lu �a 02 z Lu —\\ �' '/ CJI/'—/ ' I a OO ,� \ \ \ \ �\ \ I ,� 1 1 �, / ''/ /' 1 — — ♦♦ of W JCS - J Lu ♦, �\ \�\\ \ \ QA., /// // / / ��/ ♦ ♦♦ ZLLQ In Na' 00 z Lu 970 /0♦♦♦ O '/ii -_ \ / ��♦\♦ Op�F9 \ �'� �p 5�♦ tcy/ \ ♦ / _ _ sy l 4k, \ J ��O INSTALLED \ \ \\\ \ \ \ �� \ \\ \\ \ // / ' `\ \ `, S�Qi♦ ♦ Lu ¢ z STEP POOL'. ♦ - ��♦ ♦ \ \ �� Av vV vv \V AV vA / J) 0 INSTALLED'RIFFLE GRADE CONTROL' ��QO \ \ \ p�.� \ c� \\ II I\ ♦'♦♦ X�l /'� `\ `\� " ' ' �, ' �, ♦'♦ ♦ Z con< O \ ♦;S,cc f ♦�� v v �r7wv 1 A '��. \\ J �i O vv �' / w ,♦♦ Y 0-1 Q �i �O� \` �' I ♦♦ ♦ L� z \ \ \\\ \ N / ♦ } O N 0 Lu z o Qq 0 z 40 40 0 \SRF z \\ \ - _ _ _ ,� _ ; , \ `� / / /' / ♦♦ 55' WIDE EASEMENT - / \ \GNr O \ \ ` ip / / / / ♦♦ EXCEPTION ♦♦ FUTURE ASPHALT INCOMING DRAINAGE �� 40 DRIVE DRIVE BY OTHERS � �, ` _ _ - � /' \ � \ NTC: MAY zoos STABILIZED �� , ♦♦ - - -- ♦♦ � \ '\ SCALE: GRAPHIC ,�� \ ! ♦♦♦ \ \ SITE PLAN ♦ ♦♦ \ REACH: ♦ SF2 ,4♦ \ SHEET 4 OF 8 v w w Lu T_ U) Lu w U) w z J F Q MATCHLINE - SEE SHEET 7 FOR TRIBUTARY 2 �H CARO • , w z ► OR J 10 _ SEAL .�'�� - a . 32733 zi 7 v, _O SF3 ►o \ ; R, O CHAEL 0., z O ►R' � o ►z{ n tl PRO✓EOTENGWEER RRO✓EOTSURVEYOR 1 INCOMING DRAINAGE ► STABILIZED ► 1 dr 1 1 1 ♦1 I' I' -40'-20' 0' 40' 80' GRAPHIC SCALE ,�♦ / 30' WIDE EASEMENT " r ^\ EXCEPTION i i 1 1 ` 1 ` lo r r �� ll � ♦ �.�N"C 0) 0.0 000� �P'�MEN . CON%�R��• INSTALLED 'LIVE LIFT' INSTALLED'RIFFLE ENHANCEMENT' INSTALLED'RIFFLE GRADE CONTROL' INSTALLED 'STEP POOL' w w w cox w w co w z J 2 U H Q ow zj 0 V1 W OZ as UF- LA � i • N o �♦ F w F- r� uu r Z �N ��.00 w ma ' ` V W : Q J o WW W �-U ¢ Z DF 5 Z� 'o Z_ J (� z LL w V w z /--------�� ^ BEGIN — J cf) O .�'�� o _O SF3 O R, O }Z ti z O Z a = � o � z Q W ALL TOPOGRAPHIC AND FEATURE DATA _ ARE BASED ON THE AS -BUILT SURVEY U) O COMPLETED ON MAY 06, 2019. 0.0 000� �P'�MEN . CON%�R��• INSTALLED 'LIVE LIFT' INSTALLED'RIFFLE ENHANCEMENT' INSTALLED'RIFFLE GRADE CONTROL' INSTALLED 'STEP POOL' w w w cox w w co w z J 2 U H Q ow zj 0 V1 W OZ as UF- LA � i • N o �♦ F w F- r� uu r Z �N ��.00 w ma ' ` V W : Q J o WW W �-U ¢ Z DF 5 Z� 'o Z_ J (� z LL w V SITE PLAN REACH: SF2 & SF3 w z J cf) O o _O O R, O }Z ti z O Z a = � o � z Q W ALL TOPOGRAPHIC AND FEATURE DATA _ ARE BASED ON THE AS -BUILT SURVEY U) O COMPLETED ON MAY 06, 2019. SITE PLAN REACH: SF2 & SF3 HEN �tllllll fflllll .`'PSH CAHQ��ry` AEXISITNG CCESS DRIVE ;Q SEAL ' 32733 30' WIDE EASEMENT EXCEPTION VA : g • � ♦ riralluttt►t LL� 10R0. E70TSl1RV5r0R RRO✓ECTENGYNEER 5_ + -_ + �� s 4.g� r ' _ ---- END ♦ ♦ /r 11// i 00/+�5 _-- __-- - ; ; �� ALL TOPOGRAPHIC AND FEATURE DATA zu o> � r i l r -- ♦ ► ♦ � ARE BASED ON THE AS-BUILT SURVEY > J i I � ♦ COMPLETED ON MAY 06, 2019. oz - ' +of - 1"n r i ' � -40' -20' 0' 40' 80' zg �� i r ♦ INNER BANK GRADED ATA 3:1 SLOPE GRAPHIC SCALE 0 ' S it _ P�i� m o / r /l i� �--- r i- /� `G,�,, p0 II�� 11z Z w 7N a U) W /rrr /'r��/� 4* ` 7w to <� / /'�// \ ' ' r / �, N 0d' o i �� Nw W rr l ♦� Lu Fr zo U r ♦� INSTALLED o J LIVE LIFT' z (� LLLu �� -0 INSTALLED'RIFFLE w v �� i ENHANCEMENT' W z J N 0 Z UD U O � F � O � 4 0 �` z O N z Z cn ti Z O Lu Z) Q � `� o Lu z Z � o oars: MAY 2019 scan: GRAPHIC SITE PLAN REACH: SF3 SHEET 6 OF 8 �y{R11{IR►R►►�' ,•�P�H CARO J SEAL _y ? 32733 '��'•�,CHAEL PRO✓ECTENG/NEER PRO✓ECTSURI/EYOR ALL TOPOGRAPHIC AND FEATURE DATA ARE BASED ON THE AS -BUILT SURVEY COMPLETED ON MAY 06, 2019. -40'-20' 0' GRAPHIC S INCOMING DRAINAGE STABILIZED ♦ ♦ ♦ ♦♦ ♦ INCOMING DRAINAGE "- STABILIZED �♦ 9 (� ♦♦�lGC� // X%0 ♦�� 0 ♦ -� / / .. ♦ 0 ♦♦♦ ++ BEGIN ♦♦ o TRIB 2-2 ♦ cv INSTALLE - 'STEP PO I 4pi i I ♦♦ ♦ .�♦♦ ► ► ► ► ► 40' 80' . ► CALE - 0 rA7XA - - � EPs ✓ 0.0 - / / 'A ♦ ,-��Qi �� / � �_�--� III ♦♦ ___-/ ��%;tel/' x� J / _i / �_I-- ♦♦ �'�// Ori ♦♦ !-Oe ♦♦ / / Op ' 00," J / � GIN- TRIB 2-3 . x - _ Z - INCOMING DRAINAGE STABILIZED `♦♦ INSTALLED J ♦ 'LIVE LIFT 6� ♦♦ INSTALLED'RIFFLE ♦♦♦ ENHANCEMENT' I ♦ ♦ ♦ I 1 ♦♦ ♦ I I I ♦♦ INCOMING DRAINAGE ♦ STABILIZED BEGIN TRIB 2-1 D OL' INSTALLED'RIFFLE GRADE CONTROL' 'STEP POOL' AND'RIFFLE ENHANCEMENT' INSTALLED TO STABILIZE INCOMING DRAINAGE I / I/ / i 0 LL 2 Lu U) z O LL M F Lu Lu ow Lu O> w V W (n >_ oz w 0 z as =vLZ U z� ti 0 0 a F- Lu� Z 7 N Lu fniz Q W p) Q00 J Wit Wz NLuU F Z 3 0: d LL Z 0 o JV' I Lu Lu � LL Lu W H z Y 0 C) Q 0IY ILL 0 Z U) O LLI U Q W IY ti U SITE PLAN REACH: TRIB 2-1, 2-2, 2-3 Y� 0 LL 2 Lu U) z O LL M F Lu Lu ow Lu O> w V W (n >_ oz w 0 z as =vLZ U z� ti 0 0 a F- Lu� Z 7 N Lu fniz Q W p) Q00 J Wit Wz NLuU F Z 3 0: d LL Z 0 o JV' I Lu Lu � LL Lu W H z Y 0 C) Q 0IY ILL 0 Z U) O LLI U Q W IY ti U SITE PLAN REACH: TRIB 2-1, 2-2, 2-3 RIPARIAN FOREST PLANTING: PLANTING ZONE 1 = 13.4 ACRES 12" - 18" BARE ROOT MATERIAL 968 STEMS/ACRE (9' X 5' SPACING), RANDOM SPECIES PLACEMENT COMMON NAME SCIENTIFIC NAME STATUS % OF TOTAL # OF PLANTS AMERICAN SYCAMORE PLATANUS OCCIDENTALIS FACW 24 3,120 SILKY DOGWOOD CORNUS AMMOMUM FACW 3 400 BALD CYPRESS TAXODIUM DISTICHUM OBL 3 400 GREEN ASH FRAXINUS PENNSYLVANICA FACW 21 2,720 RIVER BIRCH BETULA NIGRA FACW 24 3,120 WILLOW OAK QUERCUS PHELLOS FAC 14 1,820 TULIP POPLAR LIRIODENDRON TULIPIFERA FACU 11 1,420 13,000 PLANTING ZONE 2 = 9.5 ACRES 12" - 18" BARE ROOT MATERIAL 968 STEMS/ACRE (9'X 5' SPACING), RANDOM SPECIES PLACEMENT COMMON NAME SCIENTIFIC NAME STATUS % OF TOTAL # OF PLANTS TULIP POPLAR LIRIODENDRON TULIPIFERA FACU 20 1,900 SOUTHERN RED OAK QUERCUS FALCATA FACU 25 2,300 WILLOW OAK QUERCUS PHELLOS FAC 15 1,400 WHITE OAK QUERCUS ALBA FACU 20 1,900 AMERICAN PERSIMMON DIOSPYROS VIRGINIANA FAC 10 900 PIN OAK QUERCUS PALUSTRIS FACW 10 900 9,300 PLANTING ZONE 3 = 6.2 ACRES (APPROX) SUPPLEMENTAL PLANTING ZONE AS NEEDED FOR AREAS CLEARED OF CHINESE PRIVET ONE -GALLON CONTAINER TREES AT 20'X 20' SPACING, OR BARE ROOT TREES IN TREE SHELTERS AT 10' ON CENTER SPACING COMMON NAME SCIENTIFIC NAME STATUS % OF TOTAL # OF PLANTS RIVER BIRCH BETULA NIGRA FACW 21 145 AMERICAN SYCAMORE PLATANUS OCCIDENTALIS FACW 21 145 WHITE OAK QUERCUS ALBA FACU 4 27 SOUTHERN RED OAK QUERCUS FALCATA FACU 4 26 SWAMP CHESTNUT OAK QUERCUS MICHAUXII FACW 20 142 PIN OAK QUERCUS PALUSTRIS FACW 10 70 WILLOW OAK QUERCUS PHELLOS FAC 21 145 STREAM ZONE: STREAM ZONE LIVE STAKES: 1.5' TO 2' LENGTHS, 1/2' TO 2" DIAMETER, PLANT AT 3' SPACING, RANDOM SPECIES PLACEMENT. COMMON NAME BLACK WILLOW SILKY WILLOW SILKY DOGWOOD 1��1{Ililliii■■ ,•�'.1H CAgo'•■ rQ SEAL 32733 ' :7- ■■liii111151LLti LIVE STAKES SCALE: NTS PRO✓ECTENG/NEER SQUARE CUT BUDS (FACING UPWARD) - \ O NG (05E O 2" IDIAMETER) w a ANGLE CUT 30°-45°� =S OF CHANNEL. JUS ON OUTER BENDS. i OF CHANNEL. NS ON OUTER BENDS. OW u F_(1) r w U w 3 a U w w 0 Z w PLANTING PLAN