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Home My WebLink About20181218 Ver 1_More Information Received_20181205Action History (UTC -05:00) Eastern Time (US & Canada) Submit by Anonymous User 12/5/2018 3:17:50 PM (Message Start Event) Accept by Montalvo, Sheri A 12/7/2018 8:42:01 AM (NON -DOT - EAsting Project) The task was assigned to Montalvo, Sheri A. The due date is: December 10, 2018 5:00 PM 12/5/2018 3:18 PM Staff Review Does this application have all the attachments needed to accept it into the review process? r Yes r No ID#* Version* 1 20181218 Is this project a public transportation project?* O Yes a No Reviewer List:* Alan Johnson:eads\adjohnson1 Select Reviewing Office:* Mooresville Regional Office - (704) 663-1699 Submittal Type:* Application Attachments Does this project require a request for payment to be sent?* r Yes r• No Project Submittal Form Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: r New Project r Pre -Application Submittal F More Information Response r Other Agency Comments r For the Record Only (Courtesy Copy) New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and do not have the expectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an existing project. Project Contact Information Name: Daniel Kuefler Who is subrritting the information? Email Address: daniel.kuefler@wetlands-epg.com Project Information Existing ID #: Existing Version: 20181218 1 20170001 (no dashes) Project Name: Farmington Commercial Development Is this a public transportation project? r Yes r No Is the project located within a NC DCM Area of Environmental Concern (AEC)? r Yesr No r Unknown County (ies) Cabarrus Mecklenburg Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach docurrent FARMINGTON COMMERCIAL EXHBITS.pdf 1.63MB Farmington Remediation Plan.pdf 424.18KB Overall Drainage Exhibit 11.16.18.pdf 4MB Only pdf or Igrz files are accepted. Describe the attachments: Updated exhibits for Farmington Commercial Development as per email dialogue from Monday Dec 3rd 2018. PF By checking the box and signing box below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act) • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the online form." Signature: Submittal Date: ANNUAL Ri AM S PERENNIAL RPW STREAM K / SEASONAL RPW JJ PEDAL /: WETLAND WE STREAM D WETLAND WB I WETLAND B 1; WETLAND WETLAND A HOW OR FORMERLY ROCKY RIVER ROAD ASSOCIATES LLC\ UB- 24792-354 ' PIN 105-361-01 1 I ' Y 500 ❑ 250 500 SOOO GRAPHIC SCALE I 1N FEFT 1 RFW NN \-\\ I. .... I — — ---- WETLAND ; FAFwlXi1ON Ff;aW PAiVWAY E)N NQ 7HOROUQ}FARE SHEET TITLE C' SEASONAL RPW SE,gSOI+►AL RPW M S REAM M SEASONAL RPIk STREAM P STREAM K ��%� CD ffnWAM MWETLAND M%WN IT BTG MAH f LLC WETLAEE `; % ND YAtiD1=cx-WnmAms t HouiA WG. SEASONAL RPW WETLAND ' / ,a WETLAND CC STREAM LL MVET1�4iD i / j; WETLAND AA s ' ''�/ WETLAND NOW OR FORMERLY ox a" ,^ SEASONAL RPW SEAS r` WETLAND Xf Y / SRAM W 8AIM AA WETLAND Fe WF M9*T4NAL RPW STREAM K i SEASONAL RPW I o STREAM V WETLAND OO - PERENNIAL RPW . rr STREAM KK ' wETLANo u PEDAL /: WETLAND WE STREAM D WETLAND WB I WETLAND B 1; WETLAND WETLAND A HOW OR FORMERLY ROCKY RIVER ROAD ASSOCIATES LLC\ UB- 24792-354 ' PIN 105-361-01 1 I ' Y 500 ❑ 250 500 SOOO GRAPHIC SCALE I 1N FEFT 1 RFW NN \-\\ I. .... I — — ---- WETLAND ; FAFwlXi1ON Ff;aW PAiVWAY E)N NQ 7HOROUQ}FARE SHEET TITLE SAW- _ _ PERENNAL RPW EXISTING SITE CONDITIONS STREAM K ��%� CD ffnWAM MWETLAND M%WN IT BTG MAH f LLC YAtiD1=cx-WnmAms t HouiA WG. �Py1aqwrIKr u $rrw7lwr o Em I "lMr 4S0"'lluawr 04 Carat ;. t� m,. He cane. auaxa K' m m im � 9"0 ctratlaa am as —Oi I HROOKI]ALE WETLAND A NOW OR FORMERLY ROCKY RIVER ROAD ASSOCIATES LLC WEELAA D L DB- 8907--0255 WETLAND J WEPLANQ WETLAND Fe WF PIM 5506140729 I WETLAND OO - PEDAL /: WETLAND WE STREAM D WETLAND WB I WETLAND B 1; WETLAND WETLAND A HOW OR FORMERLY ROCKY RIVER ROAD ASSOCIATES LLC\ UB- 24792-354 ' PIN 105-361-01 1 I ' Y 500 ❑ 250 500 SOOO GRAPHIC SCALE I 1N FEFT 1 RFW NN \-\\ I. .... I — — ---- WETLAND ; FAFwlXi1ON Ff;aW PAiVWAY E)N NQ 7HOROUQ}FARE SHEET TITLE SAW- _ _ 7,=500. EXISTING SITE CONDITIONS 12/07/17 PROJECT FARMINGTON CRAB ORCHARD TWSP, HECK. CO, NC M%WN IT BTG MAH LLC YAtiD1=cx-WnmAms t HouiA WG. �Py1aqwrIKr u $rrw7lwr o Em I "lMr 4S0"'lluawr 04 Carat ;. t� m,. He cane. auaxa K' m m im � 9"0 ctratlaa am as —Oi sHr I , 2+/ 1� } 1 I � f � _ � P'ROPiI� Be�A81 GYiG98�i0 �- / d • '� 8M DEEAL B1nEAu WPACY / -EIS 4 T N%xC� Be1YRI CgDBaNq ' � • � i . '!. • � //" - � ` .. � ` � [ 1 T�it]pAl►Y 91><EAIF 1rAC! .r :'' - } PROrOaROAD cso6m sooi E.i7 ei D ♦1rACi ere£M TALW xr !HMT oorK 1111 NEW nrALT = DUAL m of DUAL c TfAronAw affew UV= _ � �' tt elEr a W 14 !r 11 MEET acF14. Lc 1 E+ _1401 PRdI'e w> naw c0aaam r • , ,, '�. '001-Al:7 WACT aHw4op" 1354 ' 1 11 � � r FARA+> W(A � PM WAY ` 1 i 11 Ir --:J L r� m,1 fir 500 0 250 500 1000 GRAPHIC SCALE [INIRvr1 SHEET TITLE SAW— _ 'r S°°' OVERVIEW OF IMPACTS 12/08/17 PROJECT FARMINGTON BTG c MAH BY CW aRaRAv nom, MECK Co, NC ROM RNM ROAD S LLC YARMUGH-viumms a Navte, INC. PiammIxg 0 $w►nryinjr 0 EExIintorlxr T"IL.,: o.k Coue l !k� itgo r IA, x �. � y� C., . �U .8 .,140„ 11 iMPECT41 N 7GaSF � n !:U ❑ 25 50 100 GRAPHIC SCALE ( IN FEET ) i 1 � 1 0 L.F. STREAM IMPACT 0.017 AC WETLAND IMPACT SHEET TITLE WETLAND IMPACT SAW DETAIL "C" -- 12/08/17 PROJECT FARMINGTON TWEP * t TOWN OF HAfW1 A CARAWW CO, NC BTG MAH FOR ROCKY RNER LLC 7[riaaRov - ruir)plog rt HauLa, ng yrro..r�i o swPu.yr.p u $. r....rHr 796 w4od.or Pik Cm¢! � EEO HC Carpon[. chaduua. 3farfh C. khm wn N -,M% xulh tw-h--, MEN i.fr.uon c-wre Mbm.lew 9okece.owtu) .3.14. \, TREE SAVE/STREAMJ SUFFER SPLITTER BOX WETLAND "A' WETLAND "C" _ IMPACT: 401 SF rte_\� \N,/ "N \ -1-1 WETLAND "A" IMPACT: 1,249 SF STREAM "D" WETLAND "WE" WETLAND "WE" IMPACT: 383 SF WETLAND "WB" IMPACT: 49 SF 1 1 if % 16 .1 � ' \\AI'M' PACT:D 287' SF 5b Q 25 50 100 GRAPHIC SCALE IH FEET ,Q� 0 L.F. STREAM IMPACT 0.054 AC WETLAND IMPACT V SHEET TITLE WETLAND IMPACT SAW- =50- DETAIL "DA ID 12/0H/t 7 PRFARMINGTON CM5 OKHM TW, HECK 00, NC MAH Dv FOR ROM RVIER ROAD ASSOCIATES LLC Ylrm ouGH-MbAjAma t Hours, lw- V ;x:xcSrryorlN� o 1I xuell"Ns !-R. o ' PROPOSED SIDEWALK a TRANSITION TO BACK OF CURB PROPOSED HANDRAIL ¢ HEADWALL TOP: 678.0 RIP RAP TO BE INSTALLED INV 126"CMP: 666.25 ABOVE THE ORDINARY HIGH �, ta'r :! INV 60"CMP: 871.25 I WATER MARK FOR BANK P. f'�r I`y L1 RIP RAR FOR INLET f STABILIZATION, NO IMPACTS. 4' F tri+ t ¢ PROTECTION /' • f BURY PIPE 1' EX. TCP OF STREAM BANKS !' STREAM "K" ' WETLAND "J 1 If 1 _ STREAM "H" STREAM "Ho' � I r y�' ,; �. t �� '� 1 TEMPORARY r a IMPACT: 24 LF Nci N'�� WETLAND "I" � lel �, ref' EX. TOP OF STREAM BANK !/ r,. WETLAND "G' / 0 — V, ,•• ' J� I 'Q w w W W W W � 1 ! f W W W 1 24 L.F. TEMPORARY STREAM IMPACT 0.00 AC TEMPORARY WETLAND IMPACT 50 0 25 50 100 GRAPHIC SCALE [ IN FEET ) SHEETTITLE 1NETLAND IMPACT gAW_ 1 „=50' DETAIL AEA 12/09/17 PROJECT MA CMB OpryL TW, MECIC CO, NC FM-. FQM FIM ROAD ASSOCIATES LLC YARBROUGH--WnunMa t Homs, INC. yPlomwirS o Simaylrt c BK IKrrrlose 't&1 �a.or v.t Qt PIL uiB xc cwyo,.e� "'"°u' x°''k�aaeae°ivm`im 70&mm o) crroum. ami uon CL8i76 ii 5 , 14 PROPOSED SIDEWALK s , 4 t EX. TCP OF STREAM FLANK CLASS 1 RIPRAP TO BE HEADWALL INSTALLED ABOVE THE r ,} TOP: 678.0 ORDINARY HIGH WATER a, INV 136"CMP: 665.40 MARK FOR BANK 1 �♦ ` \ INV 60"CMP: 670.40 - ---.. STABILIZATION, NO IMPACTS, '\ `�' \ R1P RAP FOR INLET PROTECTION ti BURY PIPE V I� f. V STREAM „K" f �s•'' \� IMPACT' 116 LF tQ Y `� fll � , 5 i• •.• vcl cn W N� I PROPOSED SIDEWALK TRANSITION TO BACK OF CURB c _ 1 PROPOSED HANDRAIL 0 ti HEADWALL I 78.0 CLASS 1 RIP RAP TO BE r;;' TOP: 0"CM • ,� � '�" ; ; [' � � � ' INV 12O"CMP: 868,25 INSTALLED ABOVE THE y.,. _ �eY k % INV 80"CMP 671.25 ORDINARY HIGH WATER RIP RAP FOR INLET MARK FOR BANK PROTECTION STABILIZATION, NO IMPACTS. ,E f BURY PIPE 1' it ¢ ESTREAM "K" Ex. TOP OF STREAM BANK r r , ' WETLAND STREAM ">-!,; �w 116 L.F. STREAM IMPACT 0.00 AC WETLAND IMPACT 50 Q 25 50 100 GRAPHIC SCAI,R I T8 FRET 1 SHEET TITLE WETLAND IMPACT SAW_ DETAIL "F" 12/08/17 PROJECT FARMINGTON CRO ORCRAW TVW, rvECK CO, NC BTG MAH FOR ROCKY RV0 ROAD A—S—WNAM LLC YARRiouGH-Wimms t Hom, %G. yPr...r.r 0 srrd.yr■r oIng 7s�01 adwr s 'N OlkCark Ma I. n� girth ouw" mM!-P= -, oo. , �i 14.11 'BEET 7 a � k l � DP. GRADE AT CL STREET I 7, 1'-1 4"G#IP / EX GRADE AT CL ROADS\ 2—f 0 CMP / 1 � 1 � 5ffp fl 250 500 1000 GRAPHIC SCALE IN FEET lim SHEET TITLE STREAM IMPACT PROFILE SANE— (DETAIL F) 12,08,17 PR WAVm By HFARMINGTON MA CRAB ORCHMV TM3P, MEM CO, NC MR: ROM WM ROAD ASSOMMS LLC YAmmum-W>ja[s a Hours, ixc. yPlossaim= u srru.yr■t o �8�feyrlM��rEr= 7J0 ,. Gk Qa.d 0.80 .11,19 w amia" Ku11h cadhk mm vin� acr+n Cu*" mu seorz —arra gw.99 JM Twmoln wfa) 7' � I4 sxr !;,T 85.00' (2) . . . . 85.00' 14 V 120"CMP, 30.20 7,try . TOP OF BANK f - 5 0 2.5 5 10 All VERTICAL GRAPHIC SCALE { IN FEET ) 20 0 10 20 40 HORI2ONTAL GRAPHIC SCALE ( IN FEET ) 0 1.0oX 01 0()X rvvvvmvvvvmvl INV 120"CI4 665.40 AT CL DITCH f SHEET TITLE STREAM IMPACT SECTION (DETAIL F) STREET 7 STATION 9+30 i f 40' WAYN BY MAH - - -- FOR ROCKY RNER ROAD ASSOCIAIJES LLQ yAYpuca-Whir■ m & Havi.6Inc. P1sqxxlx= a Bxrvoyoxs 0,8� lwr�rlsr 77o�f1aa.r m c..t 1.0 xc ca�xea ta.�tou., �a� sasrs� ffi4 c.:d axa4 llon —0476 r a # � 1 60' R W 1 - ---- 2' 5' 11' 11' 8' SIDEWALK SIDEWALK T HEADWALL h —ti '� C11R9 A ANDANU-1 D GUTTER \YCLHEADWALL, TOP: 678.0 PROPflSED HANDRAIL. TOP: 678.0 85.00' (2) . . . . 85.00' 14 V 120"CMP, 30.20 7,try . TOP OF BANK f - 5 0 2.5 5 10 All VERTICAL GRAPHIC SCALE { IN FEET ) 20 0 10 20 40 HORI2ONTAL GRAPHIC SCALE ( IN FEET ) 0 1.0oX 01 0()X rvvvvmvvvvmvl INV 120"CI4 665.40 AT CL DITCH f SHEET TITLE STREAM IMPACT SECTION (DETAIL F) SAW - I 20,&5, 12,08,17 pRFARMINGTON WAYN BY MAH CRAB 4RCHAW TWSP, AEOL CO.. NC FOR ROCKY RNER ROAD ASSOCIAIJES LLQ yAYpuca-Whir■ m & Havi.6Inc. P1sqxxlx= a Bxrvoyoxs 0,8� lwr�rlsr 77o�f1aa.r m c..t 1.0 xc ca�xea ta.�tou., �a� sasrs� ffi4 c.:d axa4 llon —0476 r a # 1 i 1 1 1 .y y 1 � 1 � ..r':•'r ._ __mss RIP RAP TO BE INSTALLED A13OVE THE ORDINARY HIGH j ,_ tt�s�_' y — WATER MARK FOR HANK �_ ' EX. TCP OF STREAM BANK STABILIZATION, NO IMPACTS s STREAM "P" r� } �' _ STREAM "N" REDIRECT FLOW THROUGHT NATURAL CHANNEL(C.70X slop/e)(SEE DETAIL) p STREAM "P. ^' •�. RIP RAP TO BE INSTALLED IMPACT: 39 LF ABOVE ABOVE THE ORDINARY HIGH WATER MARK FOR BANK STABILIZATION, NO IMPACTS. r 4 HEADWALL TDP: 676.0 INV CREEK: 665.40 RIP RAP BANKS FOR V INLET PROTECTION PROPOSED HANDRAIL ' PROPOSED 2'-6" STANDARD CURB AND GUTTER HEADWALL PROPOSED SIDEWALK WETLAND "[" TOP: 676.0 INV CREEK: 565.80 ` RIP RAP BANKS FOR INLET PROTECTION STREAM "N" REDIRECT FLOW THROUGH NATURAL CHANNEL(0.70% slope)(SEE DETAIL) STREAM "M" IMPACT: 111 LF 1 STREAM "M" PROPOSED SIDEWALK ' TRANSITION TO BACs{ { OF CURB EX. TOP OF STREAM NK r 154 L.F. STREAM IMPACT 50 0 25 50 100 GRAPHIC SCALE IN FEET SHEET TITLE WETLAND IMPACT SAW- DETAIL "G" 12/013/17 PROJECT FARMINGTON CRM ORCHAW ` WW, mac. CO NC BTG MAHBy FM ROCKY i�R ROAD � LLC YJ►A1M0UG8mr,AlAMa; HOUI,g, INC. Pleraplsing 0 Slifarylns o ,R�IsreriKE t o fina.oe O k Owt Fa So: use c„•yw„t, La..ku+. lWlh cti,ama 46?rS ClA.t,6r, xwla c swleR 80171 ET 7 PROP. GRADE AT CL STREET �F Ili Ex GRADE AT CL R ALUMINI LOW PROFILE BOTTUAILESS ARCH PIPE 38' SPAN! x YRI -- 1 I -- tt - -� - - - - - 500 0 250 500 1000 GRAPHIC SCALE ( IN FEET) SHEET 'TITLE STREAM IMPACT PROFILE (DETAIL G) gAw_ , •-50 �5 12,08,17 PROJECT FARMINGTON CRAB ORCHARD TWSP, W ECK. WY NC By BTG MAH FOR ROCKY RIVER ROAD AB®OCIATES LLC YAw=uGu-WuAiws a Houten, We. Ptamalml o SMIV/ylsaj V l3X lfi/■/Axf %"l -d— Oak Cau! llCB HC ra 047E mm'o" "-m 7Glbpe peU6[pyj q[alktw OGIsi •} /� +f SkT+� +�di1i is oo I 19 00 1 r-17+00 500 0 250 500 1000 GRAPHIC SCALE ( IN FEET) SHEET 'TITLE STREAM IMPACT PROFILE (DETAIL G) gAw_ , •-50 �5 12,08,17 PROJECT FARMINGTON CRAB ORCHARD TWSP, W ECK. WY NC By BTG MAH FOR ROCKY RIVER ROAD AB®OCIATES LLC YAw=uGu-WuAiws a Houten, We. Ptamalml o SMIV/ylsaj V l3X lfi/■/Axf %"l -d— Oak Cau! llCB HC ra 047E mm'o" "-m 7Glbpe peU6[pyj q[alktw OGIsi •} /� +f SkT+� +�di1i { -- STR ET b I ATION 18+50 - ` i I I j 10' 60' I R w t + B B 27' I 8' 11, 1.1' 8' . r2' SfOEWALK SIOEWAL 680.0 Jl� T HEADWALL TOP: 878. 2'-6" S �y. CURB A ANDARD ❑ currLlz EADWALL : 676.0 PROPOS HANDRAIL ALUMINIZED LOW PROFILE BOTTOMLESS ARCH PIPE 38' SPAN.x RISE INV 665.0 EEK: �.' ti---t r — �• f INV I 665.4 �_ _ _ ��' EX GRADE TOP OF QANK Edi GRADE AT CL DITCH 1 I I f 5 0 2.5 5 10 SHEET TITLE STREAM IMPACT SECTION (DETAIL G) WFIW SAW— _ _ 1*=z0'&5• 12/08,17 VERTICAL GRAPHIC SCALE m FEW } PROJECT FARMINGTON BTG 20 0 10 20 40 CRAB ORCHAFIO rMF, AERIC CO, NO FOR ROCKY RVER ROAD ABOOM'M8 LLC_ MAH YARanauGH-Wu ueus t Houm, IKc. Srrvdrif= P��cows abs ssce xc u'�°r'-u.rs owaao HORI2ON [ IN FEE } 1. UPON COMPLETION OF STREAM CROSSNG WORK, CONTRACTOR SHALL PlACKFiIL AND MECHANICALLY TAMP (NO SPECIFIC DENSITY) SOILS INTO PLACE AND DRESS DISTURBf.G SURFACES 2, BEGINNING AT A POINT 2' ABOVE WATER SURFACE ELEVATION, GRASS DISTURBED AREAS (SEED, FERTILI2ER k STRAW MULCH) STREAM BANK, TOP OF BANK AND DISTURBED AREAS UPLAND OF STREAM 3. INSTALL COIR FIBER NET/MAT STARTING MINIMUM 12' BELOW WATER SURFACE ELEVATION AND EXTENDING A MINIMUM 5' BEYOND TOP OF BANK. MINIMUM SPECIFICATIONS FOR COIR FIBER NET/MAT AS FOLLOWS! MIN. THICKNESS OF 0.30 INCHES IOOX COCONUT FIBER AND WOVEN INTO TWINE AVG. WEIGHT OF 20 CUNCES/SO, YD. 4. COIR FIBER NET/MAT SHALL BE SECURELY HELP} IN PLACE WITH USE OF WOODEN STAKED AND WIRE STAPLES (AS NEEDED) 5, INSTALL LIVE STAKES BEGINNING AT WATER SURFACE ELEVATION AND EXTENDING 2 VERTICAL FEET UP THE STREAM BANK, SEE LIVE STAKE DETAIL FOR ADDITIONAL REQUIREMENTS. F. INSTALL SILT FENCE W/WIRE REINFORCEMENT ALONG TDP OF SANK (ADJACENT TO END OF COIR FIBER NET/MAT) FOR WIDTH OF DISTURBED SOILS. WATER SURFACE ELEVATION [AIR FIBER NET/MAT GRASS (SED, MULCH & FERTILIZE) REMAINING DISTURBED STREAM BANK AREAS INCLUDING TOPS OF BANK (UNDER COIR NET/MAT) LIVE STAKE (VIILLOWS OR SPECIES APPROVED BY COW/DHfC) FOR FIRST 24' ABOVE NORMAL WATER SURFACE ELEVATION 4 24'3 12"# EXTEND ODER FIBER MAT 5' BEYOND TOP OF BANK EXTEND COIR FIBER NET/MAT I��EL I 1 — t2' BELOW WATER SURFACE ELEVATION STREAM BANK STABILIZATION -- LIVE STAKE i 0 2,55 10 VERTICAL GRAPHIC SCALE (niFELT) 2a D 10 20 40 HORIZONTAL GRAPHIC SCALE (m nu) TYPICAL nrrAm — N.T.S. INSTALL SILT FENCE REINFORCED WITH HOD "RE AT TOP OF BANK (EDGE OF COIR FIBER NET/MAT) W— ROCK (SHOT 0R WPM I j AY RE USED TO REFORM rREAM BANK (STACKED), 18' OF XL SHALL COVER STREAM DE FACE OF ROCK STACK. ISE OF ROCK TO ANCHOR BANK OPTIONAL) SHEET TITLE 1, LAVE STAKES SHALL BE APPROWMATEtY 24' IN LENGTH 2, LAVE STAKES SHALL BE 0.5`-1.5` IN DIAMETER AlTHE TIME BNTS 47E 12/08,17 OF PLANTING PRFATG RMINGTON CRAB ORCIIAM TVMP, 71 ECK CO 174 3, LIVE STAKES SHALL BE BLACK WILLOW OR SPECIES M SPECIFIED BY COE/DHEC OR CONSULTANT v 4. SPECIES SHALL BE DORMANT AT THE TIME OF ACQUISITION ry AND PLANTING AND LOCALLY GROWH/HARVBTED Plamilims o SrrveyiNg o A i Moodie; Ork I.nat €n: tjos hgs NC ['arporefe n&d2ft Rmlh Cw9ct. INFO Pl mM% Rrth Carulfn^ E9L2i um -Tura no-wo-mi mmammok.) S. UVE STAKES SHALL BE SPACED 3' D.C. 6. LIVE STAKES SHALL BE PLANTED A MINIMUM OF 18` IN DEPTH WITH NO MORE THAN 4'-6' OF STAKE EXPOSED EXTEND ODER FIBER MAT 5' BEYOND TOP OF BANK EXTEND COIR FIBER NET/MAT I��EL I 1 — t2' BELOW WATER SURFACE ELEVATION STREAM BANK STABILIZATION -- LIVE STAKE i 0 2,55 10 VERTICAL GRAPHIC SCALE (niFELT) 2a D 10 20 40 HORIZONTAL GRAPHIC SCALE (m nu) TYPICAL nrrAm — N.T.S. INSTALL SILT FENCE REINFORCED WITH HOD "RE AT TOP OF BANK (EDGE OF COIR FIBER NET/MAT) W— ROCK (SHOT 0R WPM I j AY RE USED TO REFORM rREAM BANK (STACKED), 18' OF XL SHALL COVER STREAM DE FACE OF ROCK STACK. ISE OF ROCK TO ANCHOR BANK OPTIONAL) SHEET TITLE hmLlcAllQm _ SAW- _SCALE STREAM BANK STABILIZATION DETAIL BNTS 47E 12/08,17 PRFATG RMINGTON CRAB ORCIIAM TVMP, 71 ECK CO 174 WAVN BY M PoVM ROAD A8BOi:Y TM LLC Y"arLow"Muusmx a Hour, INC. Plamilims o SrrveyiNg o A i Moodie; Ork I.nat €n: tjos hgs NC ['arporefe n&d2ft Rmlh Cw9ct. INFO Pl mM% Rrth Carulfn^ E9L2i um -Tura no-wo-mi mmammok.) sir �� t STREAM "K" r•'/ sl � / 'w/ �e—'fw w w � -0'f �• w w w w w w " •w � y+' w w w w ;j r � / .' w W w w w w r fir. I' I /yr,�'�j'•, ` w +Y w w w w r ! ■ SEWER _ _ / STREAM "K" / —A . ' TEMPORARY w w w IMPACT: 20 L. F. lio I} '1 c STREAM "K"� 11 p' 1 d I I ! r,l cn i I WETLANa "R" �• � 1 ? � � � 1 ' I r) Q Y p EX. TOP OF STREAM BAN I{ -� f j wpi ON f� p 1 ;4 r + A � r i � + 20 L.F. TEMPORARY STREAM IMPACT tl 50 0 25 50 100 GRAPHIC SCALE IN FEET SHEET TITLE WETLAND IMPACT sAw , A=50 DETAIL 'H' 12/08/17 PRaJECT FARMINGTON CRAB ORCAW TWW, MECc. CO, NC GTG MY MAH -EM, ROCKY RNER ROAD A080CIATES LLC YARMOUGH-VU1 AMS ft HOUII, hiC. p��l/.gRMIXE ° SarVVY&I ° 726 �A ll�ffltllj .6. Oak Cmi xc ca po,,.w a u., K aralm. em. xwlh OU uoc —o�7e 7or.eee.rwo �v►.eeaoepe[n,] 2Hr 14,�14 r — I 5 I 11'1'I.IRI; VA1t,G1ING'11)iN 1tIDI li°.1'r11iKWAY s '1'I1(WO11(;111 ARl BY C]'I'I II"HIS r r r — r f r r r STREAM "K" EX. TDP OF STREAM BANK ¢ ¢\. r $ so ❑ 25 50 100 GRAPHIC SCALE ( IH FEET STREAM "K" TEMPORARY \ IMPACT: 20 L.F. r 1 � 1 I ¢�I I4, I J I al(1lIN[ 'i'(Jlti Ill17C;1:, I'ARKWAY Pl O POS1,D'I'I1()RO11C;111,1\1W 20 L.F. TEMPORARY WETLAND IMPACT SHEET TITLE WETLAND IMPACT SAfMFUrATM M— DETAIL "i" 01 r2/07/17 PRIIJECT FARMINGTON RIDGE PARKWAY 13TG (aka PLAZA ROAD EXTENSION) mwnt o x� C 00, NC MAH FOF1 OWS Pf YAAw0[fw Vhxuus a Holli, , lw- Pisxpsl o srrvsylos INS Pr%`�mw oak own uoe E pz-=76 Tig.50-im 70LWW1�{ Ilfwfa c.rwma =04 Drawn By: Reviewed By: NRN LSR DATE: 10/26/18 FIGURE NO. FARMINGTON Mecklenburg Co., NC REMEDIATION PLAN ***THIS IS A CONCEPTUAL PLAN ONLY – MINOR FIELD ADJUSTMENTS WILL BE MADE ON-SITE*** 2 1 SEED & STRAW NATIVE SEED MIX AND REPLANT TREES IN DISTURBED AREAS STREAM BANKS TO BE ESTABLISHED SEEDED (NATIVE MIX), MATTED & PLANTED (3’ ON CENTER – FROM TOP OF SLOPE TO TOE OF SLOPE) VEGETATIVE MATERIAL Native Stabilization Seed Mix (20-25 lbs. per acre): Elymus virginicus (Virginia wild rye), Tripsacum dactyloides (Eastern gammagrass), Panicum virgatum (Switchgrass), Agrostis scabra (Rough bentgrass), Carex vulpinoidea (Fox sedge), Tridens flavus (Purple top), Schizachyrium scoparium (Little bluestem), Coreopsis lanceolata (Lance leaf tickseed), Sorghastrum nutans (Indian grass), Elymus hystrix (Bottlebrush grass) Festuca ovina var. duriuscala (Hard Fescue), Rudbeckia hirta (Blackeyed Susan) Container/Live Stakes Species (3’ on center): Cornus amomum (Silky Dogwood), Salix caroliniana (Carolina Willow), Salix sericea (Silky Willow), Sambucus canadensis (Elderberry), Symphoricarpos orbiculatus (Coralberry) 2:1 SLOPE CENTER LINE +/- TOE OF SLOPE OVERALL PROJECT GOALS (1) RE-ESTABLISH STREAM CHANNEL AND BANKS (2) RE-ESTABLISH GRADE WITH THE INSTALLATION OF STRUCTURES (3) RE-ESTABLISH STREAM SUBSTRATE & PLUNGE POOL W/SMALL TUMBLED RIVER STONE AND LARGE COBBLED RIVER STONE (4) STABILIZE STREAM BANKS W/COIR FIBER LOGS & BLANKET (5) RE-ESTABLISH STREAM BUFFERS ACCORDING TO LOCAL REGULATIONS (6) WORK IN THE DRY – PUMP WATER AROUND DURING CONSTRUCTION (7) RE-ESTABLISH NATIVE VEGETATION W/SEED AND VEGETATIVE MATERIAL (LIVE STAKES: OCT ’18 – MARCH ’19) Materials List: 1. Coir Fiber Logs: Diam. 12”, Length 10’ 2. Wooden Stakes: Min. Length 3’ 3. Erosion Fabric: Coir Fiber Blanket – NO PLASTIC 4. Weed Control Fabric 5. Fresh Tree Logs: Pine, Oak 6. Rebar: Diam. 1/4”, Length 3’ 7. Native Stone – 1-3” & 6-8” Tumbled Stone – NO GRAVEL ---GRADING PLAN BY OTHERS--- 12” COIR FIBER LOG FIGURE NO. DATE: Drawn By: LSR NRN Reviewed FARMINGTON Mecklenburg Co., NC OVERVIEW SKETCH PLAN -WATERS OF THE U.S.- EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDEQ VERIFICATION 6/5/18 EXISTING HEADWALL DOUBLE LOG STEP COIR FIBER LOGS -Stack Logs from Toe of Slope to Top of Bank -Install at Transition of Old Channel to New Channel -Install on Both Banks Approximately 40’ FLOW PATTERN COIR FIBER LOGS -Stack Logs from Toe of Slope to Top of Bank -Install at Transition of Old Channel to New Channel -Install on Both Banks Approximately 40’ RIVER STONE RE-ESTABLISH STREAM CHANNEL -Install Double Log Steps & River Stone as Needed to Transition Stream Bed Grade -Grade Slope 2:1 -Stabilize Toe of Slope W/Coir Fiber Logs -Stabilize Slope W/Native Seed, Coir Fiber Blanket & Live Stakes/Containerized Material from Toe of Slope to Top of Bank ***MINOR ALTERATIONS AS NEEDED IN FIELD *** RE-ESTABLISH STREAM BUFFER -Native Seed, Straw & Re-plant Buffer in Accordance with Local Regulations Is 100�- 0 ;. � � ' ��`�� ,� `�� •�� ` �� a �, � �-. , ;, r� MAW Ord _ MEN FORM 10 tA 10 fill 7� r . �`��`'� „ �' '� `II `..:-��• !�,. ®! ��' ►_I►lid %'' , � � `� � /� � .� � fir' ♦ /� 1, � �' i II VIII �I�I�I�� ♦ ��. � �� /� �� :% � ill I FARMINGTON GRAPHIC SCALE 300 0 150 300 600 ( IN FEET ) 1 inch = 300 ft. AVE 1200 I I 013 LLC I ° I I I OR EOR�MEgLy N h q htl SII I� �I �. �'-.a �•- � � � � � �R% ]'06066519 iia - N9w12R ] III lu ISI � i � .� _ �j�j i - �FFREYOADA RL / 6 _ —_ •I• �PI�55060503ppQ � i 6�93QN OR = --jig = �- r _ __ ,�H vORMERI L w s M—C Om Com �KARL�yRLY Is 100�- 0 ;. � � ' ��`�� ,� `�� •�� ` �� a �, � �-. , ;, r� MAW Ord _ MEN FORM 10 tA 10 fill 7� r . �`��`'� „ �' '� `II `..:-��• !�,. ®! ��' ►_I►lid %'' , � � `� � /� � .� � fir' ♦ /� 1, � �' i II VIII �I�I�I�� ♦ ��. � �� /� �� :% � ill I FARMINGTON GRAPHIC SCALE 300 0 150 300 600 ( IN FEET ) 1 inch = 300 ft. 1200 I I LLC I ° I I I