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Home My WebLink About20130918 Ver 5_Borrow Pit Approval_20150518a°"��a� � ��7 �" Y' �1 ,yaa � ,� �`�, STATG O�' NORTI�� CAROLINA DEPARTMEN`I OF TRIINSPQRTATION PAT McGRORY ANTHONY J. TATA GOVGRAIOR SFCRETARY M�y �s,2ais Cant��act: C203399 WBS: 34821.3. S6 T.I.P U-2525 B Coimty: Guifford Dascriptioii: Greensboro Easter�i Lov�� Frorn No�-tE� of US-70 to US 29 Nortli aFGreensboro Mr. Andy Do«�ns I'lati�•on Covstr��ctors, Inc. -- Bly�tiie Deveiopmei�t Co, Joint Venture 1 Q t 88 E I-25 Frontage Rd. T'irestone, CO 805Q4 StEbject: Approval of R�nku� Mill Borrow Pii Dear Mr. Do�vns, Please find e��closed a copy of tlie suhn�itted plans for the praposed borrow pit �t 1440 Rankin Mili Road acljace��t to the referenced ��roject. Tiiese plans have i�een re�iewed aod a��e "A��ro�ed" for use. Please ensure thak ail erosion items are mai�itained aud that �fl conditians oftiie plans a��e adf�erec� to. Any proposed e}aat�ges to tf�e approved }�lai� shoulcl be stibii�itkecf far re<<iew p�•ior to uupleinentiiig tiie �roposed c}�ai�ges. All �•eco�uinendatio�is listed i� NCDQT's Ro�tdsicfe Euviro��inental U�vt Reclai��atio�Z Pla�� revie�v (see email fi-om Bariy I-larringtoit attaclted) sl�all be foilo�ved at ti�e subject site. If yoi� l�a�e any questioits, �lease covtack me at 375-177�f. Respectfiill�� Yours, ��s B. V. Smith Residei�t Engineer Attaeiunenls cc: Borrou�/1L'aste Pit �ile Kcvin 1VaocEar�f loe I_otiti�e cc. ,t.M. �vii9is, P.E. V.G. Bavis, P.E. Dave 1Yantccha, NCDEI�FR David Bailey, U3AC� Barry Harrii�glort Jerry Parker P. O. Box 14996 Greensboro, NC 27415-499G Tele�l�one No. (336J 375-177�i Faac No. (336) 375-1571 PATMcCRORY �fl��ru.ox Memoran�um Ta: From: F . •: rt, ,� : �� ': STATE OF NORTH CAROLINA DEPAR`I N�NT �F TRANSPORTA'I`�ON 1584 YarrC�YVn.�.� S�ru��r, Gt�ErrsBpxo, NG 27415 May 13, 2015 Brian Smith, PE Resident Engineer, Division 7 Jerry A. Parker Division Envit•onmental Q�#"�cer, Division 7 AN1'HONY J. TATA SECRETARY Subject, Re�iew af the Infoi�nation Provided. by ECS Carolinas, LLP regarding the Presence/Absence of Waters and/or wetlands flf t�ie US and Federally Listed Species on the Borraw/VVaste Sites Related to DOT Project 2525B, ,�tate Project No, 34821.3.6, Guilford County I conducted a review of informatian pxovided by ECS Caralinas, LLP (ECSj regarding the presence/absence of waters andlar weilands of the US and federally listed species on the �orrowlwaste sites related to DOT Pro�ect U-2525B. The repart references a site located at 144� Rankin Mi�l Rd near McLeansville, Guil�ord Caunty, Na�th Carolina. The site is an approximately 17 acre tract. It contains primarily undeveloped woaded land witYt portions of dense understory vegetatinn. A pond and Na�th Buffalo Creek are located to the south of ihe subject site. A visit was made to the site on May 13, 2415 with Kevin Woodard and Brian Smith of NCDOT. I am in agreement with the findings submitted by ECS Carolinas, LLP which describes no jurisdictional streams or wetlands within SO feet of the borrow/waste site and na US and Federally Listed species within the project area. Conditions in the report state #hat the p�•oject will consist of borrowing material from higher eleva#ions within the site. A portion oithe project area appears to be within �00 ft of nearby surface waters. Any borrowing activity within 40d ft of surface waters or wetlands shail nat exceed elevatian depths below stream banks, wetiands, or other surface waters so as not to disturb the water table or groundwa#er existing conditions. The existing water tabte is not to be impacted bq the proposed project. If borrowing acti�vities require additional material within 400 f�et o�surface waters ar wetlands, the strean� bank elevaiion andlar th� seasonally high water table will need to be deteimined priar to expansion of ihe horrow pit within 400 fee� of the surface watei•s. Also, it is recommended that all practicable measures be taken to avoid adverse impacts to aquatic species, including implementing stringent sediment and erosian control measUres. All work should be performed according �a the submitted plans and P1i0NE 336-3343192 FAX 335-334-3637 PATMcCRORY Gov�aoR ,�� -� ��'' -sl'e� � �..� : . STATE O� NORTH CAROLINA DEPAR'T1V�NT QF T'�ANSPORTAT`ION 1584 Y.A]�ICEYVA,�,E STREET, Gu��t�►st�o�to, NC 274 ] S ANTHONY 3. TATA Sxcx�rntzY drawings with proper sedimentation and erasion cantrol measures, Bes� Management Practices, including the conskntction of catch basins and the use of erosion co�itrol fencing shaulci be used to prevent sediment from impacfing any nearby down-gradient surface waters. A naturaI vegetated buffer on all streams and creeks adjacent to the project site is to be mai�tained. If you have any questions or comments, I can be reached at (33b) 256-2063 or jparker@ncdot,gov. CC: Patty Eason, Division Construetian Engineer NCDQT PHONE 336-334-3192 FAX 336-334-3637 FW: Recla�3iatio�l �•erriew for NCDOT bo�•ec�w site on L1-2525B 1'age I of l FW: Reclama�ion review #or NCDOT borrow site or� U-25258 f:)#;I.�TL: RI_Pt.Y R�I'LY HLL FORWARD Smith, Brian V �han 5/18/2015 .1�:38 AM Ta: ❑ Spencer, Trevor S; Fram: Harrington, 8arry W [mailto:bwharrington@ncdot.gov] S�nt; Mon�ay, May 11, Z015 4,20 PM To: Smith, Brian Subject: Reclamation review for iVCDOT borrow site on U-2525B Mark as unread Recommend the following: 1j Erosioi� control plan is adequate. Contractor will need to instal( 7D's within site to ensure runoff is direc�ed to appropriate skimmer basin/designed drainage area. 2j Calce�lations look good, except need io change weir lengih equation to Q/.8, instead af Q/.4. 3) Ensure orange fencing is installed along 50 foot buffer at str�arn and pond. 4) Ensure perimeter e. c. measures are installed and stabiiized before grubbing op�rations begin. 5) Once hauling begins, ensure material is remaved in a manner that do�s no# allow overloadi�g of one particular skimmer basin ctue to excessive amount of runoff. �- _ __ ___ __ .. �maif carrespancience to and (rorn lhis sender is siibjec3 fo t�ie N.C. Puhlic Records Lav1 arrcl ��iay he disclosed to third parties. https;/loutlook.affice365,comlo«�a/ 5/18/201 S �� :� �.., i �l�flfr � - . a � �' < i May 15, 2015 Resider�t Engineer NCDOT 4529 Camp Burton Rd. McLeansville, NC 2730�1 Aktenfio�: Mr. Brian V. Smith i � F: ! E 1! ', ., > _ .=.3; �' ,�� 3 _�� ssP< a v'P I;S'l�-i:, �!= �J r ,. ..:Sil: _ �ir.. .C_.,,i R�: Greensboro Eastern Loop Guilford CounEy, NC NCDOT ContracE No. 2033g� Borrow Site at 1�4�0 Rankin Mill Rd. E�alualion, �evefopment and Reclar�ation Plan Dear Mr. Smith: As requir�d by the NGDOT Standarc� Specifications, attached are the documents raquired for use of the above referenced property as a sflurce of borraw maferial on the project. If you Itave any quesfions, rec�uire additional informatiorr, or would lilce to discuss this maEter furihe�, please cali me at any time af 70�-649-6627. Sincerefy, , �, _�i �--�.,_. ` " T Andy Downs, P.E. Project Manage� Flat�ron-Biythe �evelopment, a Joint Ver�ture Cc: F'ife P2ga 1 0( 1 �� . .� � �� .; w�: �-r:�-�:<,. ��,,.�' � � � � � � � ( � � � � �„ � � "S�f�ing fhe Star3dard for Service" Geoteefjnicai a Construcfion M�terials • E[�VII'OI1CI18ilt�I a�'acilities �''cR�s«��sF�,r-,o'g No�em�er 19, 20`[4 Mr. Dan Rieberman Ffatiron Constr�cfion 76'f4 Business Park Drive, Suit� G Greensboro, North Carolina 27409 Reference: Wetland Determina#ior► and Endangered Species Surrrey Greensboro Eastern Loop Prapased Borrow Sita — NCDOT I'rnperty �440 Rankin Mill Road McLeans�ilie, Guilford CQUnty, North Carolina ECS Praject No. Q8-10235 Dear Mr. Lieberman: �CS Carolinas, L.I.P (ECS) is pleased to submit this report of the jurisdictional waterslwetland determinafionlendangered spec[es survey far th� site iocated on 1�40 Rankin MiU Road, McLeansville, Guilford Cat��ty, North Carolina. This report summarizes our find�ngs for the site. Background ECS was cantract�d to determ�ne if waters of the U.S. (including wetiands} ar �ndanger�d species are present on the site focated at 144Q RanEcin Mil� Road, Guilford County, North Carolina (Figur� 1). The site contains �rimari[y undevelaped wooded land with portians of dense understory vegetafion. A pond and No�th Buffa�o Creek are lacated to ihe south of the subject site. W�t�ands are defined by the U.S. Army Corps bf �r�gineers and fhe United Sfates En�ironmental Proteetion Agency as "t�tose areas tha� are inur��fated or saturated by surface or grounr�wafer at a frequency and duration sufficient to suppoit, and under normal circumstances, do support a prevalence o# �egetation fypically adapfed for life in saturated soil conditions." in order for an area to be class�fied as wefland, hydrophytic vegetafion, hydric soils, and weflanc� hydralagy indieaiors must be present, Literature Review We hav� reviewed the USGS Topographic Ma� and fhe Soil Survey of Guiiford County for the sife. o Tl�e USGS Topograp�ic fVlap (�igure 1) depicts Norti� Bu�falo Creek located ta the sauth of the subj�ct site. Other' surface waters or wetlands aa�e nat depic#ed on the site. Elevations on fhe sife �-anga befween approximataiy 720 and 700 feet a�ove mean sea level. Su�face drainage on th� site is primarily fo the so�th towards Nort� Buffalo Cree�C. i312 Center Pai�l� I]rive, S�.�ite �: Cf��rlatte, NC 282�47 r T: 704-525-5152 ��': 7Q4-357-0023 ��{�r,�r��r.PCS{ir�iteci.coi7i �CS Capif�l Ss€v�ees, PLLC � ECS Caro��ias, L_t_P ° E��S Flc.rid7, llC • E+�S Ai:i1-Rl��;n�ic, LL�' a EC5 Atir;� :�a:t, LL(' � ECS 5c+_�u,�a;f, �Lt, • EC_'S Tex�c, LLP Greensboro Eastern Loop Proposed Borrow Srte -- lVCDDT Property 1440 Rankin Milf Road McLeansville, Guilford County, North �arolina �C5 Projecf �lo. 08-1�235 e The Soi! Survey of Guilford Couniy {Figure 3) depicts fF�ree primary soil iypes on the subject sife. Cecil sandy loam (CcB} was id�ntified onsita This sail type is typically well c�rained witi� 2 to 6% sbpes. The site also contains Enan �ne sandy loam (EnB, and EnC). The �nan series consists of well drained soils with a refatively flat ta slight s�ope. Enon fine san�y �aam (EnB) is included on the Hydric Soils List for Guilfard Caunfy. Site Reconnaissance ECS persannel conducted the site visit on September 9, 2414. The site cantains und�veloped, wooded land. During our reconnaissance, we observed the sife far evid�nce of stream channeEs, wetlands and pnnds, Ti�are are no streams, ponds or wetlands located in the �roposed borrow site. The soils are 6right and well drai�ed. Ther� is no evidence of graun�v�rater discharge in the proposed borrow site. Norfh Buffalo Creek is adjacenf ta th� southern site 6oun�ary, and is cfosest to the southwest and southeast cor�ers. We also observad adjoining �roperfies during our site reconnaissance. Ad�oining �roperties cantain resid�ntial developme�t and undeveloped, woodec� land. A catch basin, erosion control fencing and soil berms will be used #o prevent impacts to aff-site sfreams, ponc�s and vueffands. Based on our observafinns, th� proposed praject wi[I not impact off-sife sfreams, �onds ar wetlands. �ndanqer�d Species Surv� W� have re�iew�d the North Caroiina Natural Heritage P�'ogram list for federally listed fhreatened and enc�angered species that F�ave bee� identified an tt�e McCfeansville Quadrangle (the Quadrangfe fhat contains fhe site). ECS cantact�d fhe United States Fish and Wildfife Service (USFWS) fo request infarmation pertaining ta threatened and en�angered species for the si#e. A respanse was recei�ed on September 6, 201� from the US�WS that ind�cating fhat the propos�d action would not fike[y adversely affect federally-�isted e�dangered or threafened species. During the initial site �isit, �CS completed a review of �ofentia! E�abitat areas far sma[I whorled pagonia (Isotria medeoloides}, which is listed ta occur in Guilford County. Mid-successional vegefation dominates the property, with the excepfion of the souiheastern corner wi�ich contains ia�e- successional �egetaf[on. No individuals of sma[I whorled pagania where identif[ed in this area, hawever, ECS wouid like to nofe fhaf ihis site �isit was completed o�t#side fhe survey window for sr�all whoriad pogonia, which is mid-May through early Ju�y. Based on our review of the Natural Heritage Program list, fhe USFWS threatened and endangered spec�es lis�, and our knowledge o� the subject site, the proposed project is nat liEcely to adversely affact federaliy protected species ar areas that niay be conside�-ed potential habitat far federafly protected spacies. 2 GreensUaro Eastern Loop Propased Sarro�r Site — NCD07 Properfy 1 A40 Rankir� Mi!! Road McLeat�svrlle, Gurlford Caunly, North Caralrna �'CS Project Na. 08-1a235 Stafe H�storic Preservatian Office SHPO �CS Carolinas, LLP submitted a request to SHPO on September 26, 2p1� to determine if fhey ar� aware of histaric resaurces #haf eauld be affected by fhe proj�ct. According to tf�e SHPO response dated Septembar 26, 2014, tf�e SHPO has no comment on #he proposed projecf. Watershed C[assificationlBuffer Requirements No strearns are located on the subject site; howe�er a�ond and Nor�h Buffalo Creek are �ocated to fhe south of fhe subject site. Aceording to the North Carolina DivESion of Water Qualify, Nor#h Buffaio Creelc is locafe� [n th�: Cape Fear Watershed in an area that Ftas been designa#ed as Class WS — IV waters. T�e site occurs wifhin f�e Jordan Lake Watershed, surface waters adjacent ta the site are suh�ect to a 50 foot vegetafi�e buffer. A meeting with the NC Division of Water Resources is recommended to confirm surface waters subjeck to fhis l�uffer. Water Table The �roject will consist af borrowing materia! from higher efevations within t�e sife. There wili �e no dewatering, mining or exca�ating below the seasonal high water tabfe or nearby streams ar wetlands. The existing water table will not be impacfed by the praposed project. If borrowing activities require ad�ifional material with[n �OQ fse� of surface waters, the sfream banlc elevafion andlor the seasonally high water table will need to be determined �rior to expansion of the borrow pit within 400' o� fhe on-site stream. Reclamation Plan The proposed project wiEl consist af borrowi�g material for a nearby NCDC}T proj�c�. The prnposed site will be accessed from Rankin Mil! Road, west of the sif�. The haul road will consist of a gravei drive, which provides access to the prop�:rfy frorr� the west. Removal of �egetafion will be required for use of th� si#e as a propased waste pit. Sedimant and �rosion can#ral measures will be impl�m�:nted prior to borrowing activifi�s. Fo��owing borrowing activities, erosion confrol measures will be a�andoned in accordance with the NCDOT standards ar�c{ slopes will be stabifized with NCDOT ap�ro�ed seeding and mufching on a 2:1 or flatter slope. A copy of fhe reclamafion plan is affached to this report. The reclamation pfan has been designeci in accordance with NCDOT requirements. Recommendatians The sife is proposed for use as a borraw pit. Based on the findings of this sfuciy, it is our opinion that the project will not impact streams, wetlands or federaliy iist�d endangered or threatened specieslassociated habitat. Best management practices, i�cluding the co�strucfion of catch basir�s and the use of erosion control fencing, wili be used ta prevent sediment fram r�nning off fhe site and impacting off-sita streams and weilands. Greensboro �astern L.aop Proposed Barrow Site — NCbQ7" Property 1440 Rarakin MR! Road McLeansvi!!e, Guilford Counly, Norfh Carolina �CS AroJect No. OS-10235 CloSln We appr�:ciate the oppor�urtity ta provide our senrices to you. Pleas� eot�tact us at (704) 52�- 5152 if you have questior�s or require additional information. Sincere�y, ECS CAROI.INAS, LLP � � � Da�id E. Valentine Environmental Staff Project Manager L.e�el fll Certifica#ion Number 3654 ��` , �-'�/ ._�`.�-��= �a , V� �}i,�t`r3[��L �; �� f �r� Brandon Fulton, LSS, P, C, PWS �nvironmental Department Manager �:,, �''� �� - � Brian E, Maas, REM Senior �nvironmental Principal Attachments: F�gure �— Sit� Location Map �igure 2 — SaEI Su�vey Map F[gure 3 — Site Map Figure 4— Appraximaie Waters Map SHP� �efter, dated Octaber 18, 2014 USFWS Letter, dated Novernber 6, 2014 Reclamation Pfan . . ..... _ . _ - - ;� J ti �� 1 \`�.� I S � �_.. 1 ' � ` , � ".' i r� ' \ , `\ 5 1 � _ =�'� � � _ � • `'�..i %�� \ ; F `_/ l�J t � j- ,, ` `�a � � � � y - " �, ` � �;�� ,� , , f�f • � ,� . . . � � � � `� 1 .C�� `' �f ; � ; ; 0 �, "'�` � �' � /1 ' i �- ' � � , ��, , F ,:w J f, , � 1 ' ( ,� , ,�,� �� _ 1' �, , ( . } � `��sv � , . `l -` . �, _ � � � ' �� } i ._ �`�� -�' �� y 1�w��.,�� \ �� ;� �� _•, �� - _ , , r -� � � _ � ,,. . � �f�. . : ,�..= � � .`� _ � � �` � � _ .. - -� < < , , � .� �,, . � � �� ,. µ. �� ^ � �� -! 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SOURC�: < ,�� FIGURE 1 ��..��_�� '' ` Sll'� l.00A710N MAP USGS TOPOGRAPHIC MAP: � � MCLEANSVtLL�, t3ATE� 1952; ��=� �� NCDOT PROP�RTY !'�iOTOREVIS�E? 1968; �(��' 14�i0 ftAi�KIN MIi.L. ROAD BROWiVSSUMMl7 135i; �, �� MCL�ANSVILLE, GUII.FORD COU�fTY, PFiOTOi�EVES�D 1994 � NORTH CAROLINA i�lORTI-t CAR�LINA QtIADRANGLE �-�� SCRL� AS SHOWN ECS PROJECT NO. 08-10235 � �. , BOR iO `PIT/W.4��TE AREA I�FOR1VdA'iION FORII+� FOR ST �T� �iI�T�ItIC PRESER'VATI�N OFFICE �V�E'W ��':�Sf= PfIIFI l3i" `��\'�3i' County Guilforc� Pit �:�nie—�COQT Pr�pert�---. . f[f�i�wa}� !'rn�crf. No: cu�tl ]�iscri��tiori_Cr�eitisboro..Easte�n l�oop __. Cn�31a•a�ctor . i�i�licon Constr��r.tion --.____._______ Can��anv �t��[I t_'q�31�ct V',��aie 7G1�i fiuslness Park Orive, S��ila G___ _... __ _ __ _ _ _.—_ _ Streel. rldriress or f'.C1. I3ox Gr�enst�ora._NG 27��09 __- _ .__--- '!'ns��l, St�l��,. '/,i�� C�zcle 91�-46Q-5393 _.. .-- – . ...__...------ '!'efepiaonc�/l�:sti Nttnlbers SeA� n�� 25._2_ t�—_. u�iti� Stlbntiltctt ARC1-i�`I'�CTi3RA�, RESOUI2CE5 rlcr��a��_2Q. , � �� ,�; 4�� .��" `' ' -�...�4�" 1` 1 l� f,��} ' � t 9 'r � � �-. ; � � _. .i� , _:._ ,_... ] �j� ( �_i 1�4�1�SF�V ��{�f.k'��l`��Wl� E!S �LV,_ •.��" `'14� �� l .. .. — �� :___ � C: � t � � ,p . � :� ��c` (''€(t ° i i il_'�E; � f � � ' �� "1 �� `�� l. rlre Iltic•r,' 1l1� I)111]f�111E;S qF 5l�'I�CIEI!'l'k 1)rl IIiC� E»'ri�r..c�t tiili�� (ii3cle�cic �3i�ru��ko►acti b�rns, t�.rrnl�t�tiscs, (E7I)�CCI) Sllcds, Ijt�Id�c�s, ett:.� fh�re ara no slrucii�res �n tfls site. Tije s�Ee co�7sisis �f tivoact�d lanc{. �'17ere are no sU�ams on ihu siRe, '�. ify��s, 51iI)f�lil r�t1�? srl ul �)Itvt�i�;rt►��1is oi'ai�1� slrur,tures �vEtiC'h �ap��ra� iu t��w� be�:rt UttilE i�eli�i-c Worirl 1Vric II (F'c�l�u-oicE-tl'p�:' S11A��SI3(ll5 .zF�+: nlaE1'1. E'l��Ec�s tii�oi�l�I si�o�ti� t�tc: I'rcynt a�ttl une sictc ul Su�uc��re and .��'ea �clii��d SETl.lCliii'l'. ARCHAEOL�OGICAx, R�50URG'ES i. F'�c�s�vtt nitcl ��rc�viaus i�lfltl i1�fS nf' tli�; �}to�7frs��cl E�nrr��u� <�rr.�. .fl�e sito cvnsisEs of �iriate�efoped, �vaacied fanci, >.. �S�h�i Iti�icl uf'tiitc prep,�ratir�n� if an1', i3.ts t.tl:c'll �lIE3('f' (lE] II1C pruj��cl tiiE��l�one 3 3! 5 ij:.t�'r tZ��y �trlif•ric'Is j�rro�s�it�•f�cls, pottcr�'> ett�.} I.�c�•» lifunci an lh�� tii�c� 3Jo Arc� �nV tt�arlteel ar �iTti��irkrcl �'e°i�ieteries IIkC<llt'f� 1Vitt�in sl}�, ��E�r�paticti �ai� :�rc�a:` �lo kE.is itrtc .��i? l�ec�3 sur�•e}°erl 1]V 2i� klrch:��c�fa�;ist? If )'a•s, };i��<� the n�m4� tsf !he ��-eFtae«fugisE ta��eE Ih� ciaie al tttc 'i !• sitr� c.y, i .notv. d I ( i`�O �'ll:lQ,i3 14`:�V i l �Q.- �ieasQ �ttuctf � copy of a map sltiowing tho c�tact lacution of tl�e prnposed Garrotiv �att/umste aren. A portio�� ot an ide►�tified USG$ quad sheet is preferrcd t��tid wilt ensure tintely revfetv of your praject. 8ubmi4 tha comgleted Curni nnd n�Ap to: Cte�tee Gledlxili•Eartoy, Env�rai�m�ntnl Raview Coard�i�ator, Stata iiistorlc prescrvAtlan Offico, 4fi17 Mait Service Center, IL�leigi�, NC 27G99-461'7 (telepltono 919/807-G58�}). •'Al�ow at lruat thirly days for out rtvle�v tind coritmcttt`'+ __,_ Y� 11+e l�.�t�r «�, ;•R:r�yr�ic�j�t �ir� tiyr ��r•n{a��•( ��s �ir�,��o,cri. �s1��:['iI ;�({I�7E1!iflkti 11t��1fT1l:3FIe➢1) Iti !1tV'�ze�13 liy �'�q�1�1�1'I.t' �hiil f"t'l�ll'1S. . .._.— :`?� �:il�!"!3:�St-'�i�J��l.';;; c,ii;��.,��'\' :.i I��..�rin�li41'F1E.:i'fi. � � � � %.�I i � �I � � � 1 " �� I �, , ? ` � !.. �3 ,, , _ t( ;.'. � f ,i til � 1. t l 1 : `-,<L .. _? �. / J , I !:? lr. - _ , _ -- ; — ' 1 he!tt�a• Ci:, ''�ttl�` I�;�ss'�r�`. � ��:�� 0�� J�z��d ��a�es �7epa�r��.ez�� f �� In�e�or FFSH AND WILDLIF� SERVICE Rateigh ES Fiefd O�'fce Pvst Office Box 3372G Ra�eigi�, No�#Iz Carolin� 27&36-3726 rro�� , 2a 14 David Valentine ECS C�•olinas, LLP 1812 Center Park Drive, Suite l� Cliarlotte, NC 2$217 Re: NC'DC�T P.�'aper�y- � 44� Ra��lri�� Rd, McLean�ville- G��ilford �o�.�nt�f, hIr Dear Mr. Valentine: TlZis let�er is to i��form yo�i t1�at a list of all fedex�al�y-pi•otected ei�datagered and tl��•eateti�d species �vi#h knoti�vn occun•etices in Nortti Ca�•oiina is uow �vailable o�� ttie U.S. Fisli and Wildlife Service's {Sarvice) we6 page �t l�tip.lfwww.fi�vs.gov/raiei��. Tlierefo�•e, if yot� 1�AVe projects t��at accur 4vitliin the Raleigl� Field Office's area af responsibility {see a�tac��ed caunty list), you no longer need to cant�et.;#I�e RaLeiglx;Field.Office fo�:a:list a�'federaI(y-protected.species. Our we6 p�ge cofltZins'a complete and frequentIy upc�ated �ist n#'.alt.e�idai�gered aiid tlu�eate�ied species protected i�y the-.p�•ovisions oitlie E�idangea•ed Species Act of 1973, as�an�ended ( i 6 U.S.C. i531 et seq.)(Act), and a list of fede�•at species of co�ice�•i1� ti�at are knawn to occ�r iii each county in No��tl� Carali��a. Section 7 oi t�ie Act �eqtaires tl�at all federal a�;ei�cies (ox• ilteir designated r�oz�-fecfera� re�resentative), ii� co��sti(#afio�i witl� tl�e Setvice, insure tl�at any action federally a�tthor�zed, fia�ided, or carried ou� by suci� age��cies is not likely to jeopardize #l�� continued exisience of ai�y federaily-listed endangered or tvreatei�ed species. A biological assessme�it or evaluatioza �a�ay be prepared to fu��ill tliai �•eqaireiz�e��t and i�� t�eterm��ii��; wi��tlie�• additional consliita�ian with tl�e S�rvic� is necessa�•y. Tn ac�dition to the federally-protected species lisi, informatia�� oai tlfe species' Iife histoi•ies atxd habi#a�s aYid iufartnation o�a completing a E�iological assessmeE�t ot• evaluation and can be found or� our web page at htt�;//w�v��v.f4vs.gov/��aleigl�. Please cllec�t tl�e rti�eb si�e oftez� Far i�pdated informatian or cl�a2�ges. ��'he teri�� "fedei-�i species of concern" refers to liiose species �vlaich tl�c Service balie�es �3�i�l�t l�e in need of co�iee��[ratecl eoi�se�•vatio►t ;�ccioi�s: Fedei�al species oFco�zee�•�i �•eceive no Ee«al proEeetioF� a�tci ti3eir c�esigiiatio�t do�s ��ot i�eeessarily ii��ply il�at tlte species svill eueiiEuaily be pro�ased faE• lis(is�g as a fecfe�•ally enda�j�ereci or tf�re�t�ned species. �fo�ve�er, �ti�e recoEn�uend ti�at a1E E��•acticabEe nteas�Eres �e t1kc13 to n�oic� or n�ini��ize �dv�rse iE7��acts to tederal s�3ecies af.coucern. If your p�•aj�c� coi�tains suitable Iiabitat for ai�y of t�ze federaliy-lis�ed species knowf� to �e pxeseni within flie caunty r�vl�et�e your project occurs, t��e propos�r� actioi� ilas �lie pote��tial to ad�ersely affect'tiiose species. As such, we reco�nmend tltat sti�rveys be ca��d�tcted to detera��ine the species' presence or absence wifhin t�ie p�oject area. The us� of Na�•th Caroli�ia N3tural Heriiage progra�n da#a shoulci not be substifttYed for ac��ial field szu•veys. If you detern2it�e ti�at the �raposed actia�l may affect (i,e,, likely to adve�'sely affect o�• not likely to adversely af�ect) a federally-protected species, yo� s1io��Id notify #his o�"zee wikt� yaur detei�ninatia��, tl�e results o�your s�rveys, su�vey i�lethodologies, aiid a�� analysis of the effects af tl�e aetion on listed species, including conside�•atiora of direet, indir�ct, and cu�n��iative e�fects, �efo�•e conducting any activi�ies ti�at nliglit affect the species. If you deternu��e tl�at the pi•oposed actioti will have ��o effect {i,e., na be�le�icfal or adverse, dii•ect or i��direct effect) on iederally Itsted species, then you are not �eqeiired to cot�tact our off ce for cot�ci�r��ence (unless a� � En�ironr�en#aI �i��aci Staien�e�lt is_�repa��ed}, Howeve�, yo�t sliould ��si�itai�i a coFnplete t•ec�cd o� ihe assessmenf, incl�ding steps leading to your dete�•mi�ia�io�� of effect, the qt2ali�'Fed pei•so2u�el conducting tlz� assessment, habitat conditious, site pl�afograpl�s, and a��y othe�• retated a�tic�es. Witl� regard to the above-r�ferenced p�oject, we of%r the foliowing re��aa��ks. O��r co�nn�ents ar� submitted p��suant to, ai�d in acco�•dance with, provisio��s of the Endaugered Species Act. Based on the info��mation pravided and otiier infora»atio� available, it appears ihat the proposed aciiou is 3�ot Iikeiy to adversely affect any federaily-tisted endangered or ti�reatened s�ecies, ti�eiz� forinally designat�d c�•itical l�abitat, or species ctu•rei�fly pz•aposed fbr listi�ig uE�der tl�e Ac� at tIaese sites. i�Ve helieve tIaat ttie requirements af section 7(a}(2) of'tl�e Act ha�fe bee�� satisfied fo�� yaut� project. �'lease remeinber tl�at oUligatians u�der section 7 consultatiota must be reco�isidered if: {I) new information �ev�als i�npacts of this identified actioxz tIiat »�ay affect Iisied s}�ecies or critical i�abitat in a rnaiu�ei� nai previ�i�sly considered; {2) tlais action is subseq�iently i�iadified ii� a«iatmer that was not considered in tl�is �•eview; o�, (3} a iie�� species is listed or critica! habitat dete�niined tha� n�ay be af%eted by �l�e identified action. Haweve�•, t�� Service is concer�led about fhe potentia( itnpacts the propased acizon n�ight �tave ar� aqu�tic species. Aqua#ic resol�rces are laigl�ly st�scepEible to sedi��enfatiai�. Tlierefox�e, �ve recanune�id.tliat.all.p�acticable,�z�easures be tatceti to avoid.adverse.i�npacfs to aguatic. species, i�acluding implementir�g d'u`ectional boring met��ods a��d stringe��t sediment anc� erosion co�itroI measures. An eiosio�� at�d sedimentatio� cont�oI p�a�i siiauld be subiniited ta and approved by the Nortli Caro�ina Division af Land Resources, Land Quality Sectioi� prior to coi�struction, Eiosion and sedinientatian co�ltrols sl�au�d be instalted and maintained befwee�� the co��structio�3 site and ariy neax•by�down-�radieii� surface r�vaters, rn addition, we reco�r�nend mai�itaii�in�; naEural, vegefaced buffez•s ox� a!1 st�ea�z�s and creeks adjacent fo tlie project site. Tlie Noz•tlt Caralina �Vi�dlife Resa�7�'ces Comr�;ission has developed a Guidance Memora�idu�n {a copy ca�� be founci oi� our 4vebsite at (fitt�;//�v�v�v.fws.govlraleigli} to address a�zd n�itigate seco�idary at�d c�amulati�e i�n�acts ta ac��ztic and te�xes#rial �vildlife resources aild w�te�• c��tality. We reco��l��end tl�at you coz�side�• t�iis docttme��t i�� ti�e de�reln��l�ei�t of yOLll' �1'OJeC�S a17CI ill con�pleti��; aiz i�uti�tio�i package �or cai�s��lt�tioij �if necessa�•y). � �iLle liope yau find ou�� web �jage useful a�ld iizf'a��ma#ive and tliat �al�awing the pracess �escrib�d above wil� reduce the tinae requi�ed, anc� eIiiY�inaFe the i�eed, for generai correspondence for species' lisis. Tf yot� liave any q�ies�ioi�s or convnents, please coiitact Jalui E�lis of this of�ce at (919) 85G-452#� ext. 2b. Since� , G� � P te Benj�mi�i Field Supervisor 3 List of Cot€r►t�es in the Service's Ra�e�gh I+'ield Of£�ce Aren vf Respansi�ility Ala��anee Beaufart Bertie Biaden Brunswick Camden Carteret � Caswe�l C��atha�x� CUowa�i ' Colwnbus Craven Cun�6erlai�d Cur�ituck Dare Dupli�i DurI�am Edgecombe Franklin Gates Granville Greene G�'rlfard Halifax �Tai-��et� Hertfo� ci Hoke Hyde rolu�stoi� Jones . . . L,�e Lenoi� Martin Moaa�goinery Moore � Nasii New H��ov�� Northampto�� O��slow Orai�ge Pa��lico Pasquota►�k Pet�der � 1'erc�ui�i7a��s Pe��sas� Pitt Randoiph Riciunond Robeso�� Rockiflghain Sa�t�pson Scatiancf TyrreIi Vauc� Wak� �ila�7°en �lashi�tgton 'UVayne Wiisoii 12/11/0& Project #/VVBS Eleanent: Responsible Persoi�: Reclamation Plan for Operaiions Bor��ow Pit Date: 11114120'E4 U-2525B Co�mty: Guilforct �latiron Construcfion - Dan Lieberman Address: 7614 Businness f'arlc �rive, Greensboro, NC 27409 Prope��ry Owtier: NCDOT Pro�e�fy Pho�ne Numbex`: P��opez�ty Owner Add�•ess: F'O Box 2520'E, Raleig�, NC 27611 Ba�xow Fit Properry 1444 Rankin Mill Road, McLeansville, NC Address: Total acieage of propased pit: Expected depth of exca�ation: Present use af land: 'N°0�� Proposed use after reclamatian: :r grass covered �ield P�•opased seque��ce o� excavation (include a��iount af clearing & pi•opased slope �-ates): See en�ironmental report - reclamaiion pEan section. Did tl�e En�uotmleiitai Evaluation indicate the prese�ice of any wetlands oz• ei�dangez'ed speczes?{�f yes, brief�y list fi�idings and �ndicate physical ineans by wlucli t�uffer zone will be delineated): See en�ironmentaf report and Figure 3. Is any portio�� of the pit or access & liaul roads wittwi a watershed witti riparian buffer zane req�i��ements? {If yes, ii�dicate piiysical means by whiel� btafFer wi�l be del'uieated and �iow diffuse flaw into tEie buffer zoue wi]l Ue inaiutai��ed}: See environmen�al raport. Reclamation �rocedures for Bo�7•o�v/1�Vaste/Sta�iug Areas for Operations 12/11/08 9 12/11/08 Is the sate adjacent to High Quality Waters as defined �y the Department of Envi�onment and Nahiral Resources? (If yes, note l�ow the de�vices have been designed to ineet DENR rec�uue�nents): No Are there an� conditioz�s identified an the State Historic P�'es�rvation Office Revi�w Form fo� bon•aw acti�ities? Explau�: Np - see env�ronmenfa! report _ Describe tlie intended plan for the reclamatio�i a��d subsequent �ise of all affeceed lands, and indicate t�ie ge�ieral niethads to be used in reclaimiug this 1and, including any stockpile areas, haul raads an.d ditches. DescriE�e the seque��ce fo� recIai�niiag the pit. Attacl� a�hap w�iich illustrates tl�s plai�, showiug the location and desig�� o� all teinparary and permanent e�-osion cont�ol devices. All features inust comply with the appropriate speci�icatious, standards and refIect Best Manageil�ent Practic�s (BMP}. Tiie plan niust uidicate setbacks to adjacei�t pxoperti�s, buffer zo�ies and if de-�v�tering is requ�ed at�d tlie pit is located with�� the � S cou�ity regioi� of the CCPCUA, ttie GPS coordinate location of any we11 located within 1500 ft. o� tt�e pit. See environmental r�port. Will excavation �xtend below the water table? (If yes, see a, �, & c, below): No a) Specify haw de-watering will ba accvinplished. Include p�oposed �uethod of red►ac��g effluent hacUidity so tliat it meets the requfrements of tl�e Di�rision of Wate�• Quality. Sho�v auy pit dewatering Uasir�s, construction details and caicu�ations on the pIan: . b} �£ the pit is withui the Cent��al Coastal Piain Capacity Use Are1, list the person respousible for completing Tf�e Divisiou af Qi�'ater Resources CCPCUA spread sl�eet arxd method of subnaission ta the Engineer: c) If ��+ater is to remain in the pit after campletioi�, state the esti��ated d��th of the water. (At least a deptli = 4'}. T�idicate tl�� water table deptli prior to beginni��g excavatiai� a��d ttie n�ethod �sed to abtain tlus informatioz�. Reclaoiation Procedu�'es for Bo�row/Waste/�taging Areas for OE}eratious 12/I 1/0$ 1� 12/11/O8 Descrii�e Ehe proposed scheciuie of pez��anent seeding and nlulching. Detail the frequency of pei�uane��t seeding and n�ulclung. Note that a per�naneut stand af vegetatio�� is required prior to a firtai i�ispection. . Seading will occur immedia#e�y af�er borrow activities are �nalized. Seeding and mulchin� �� will be inspected and adjusted on a bi-weekly basES. Recla�ii�tion Procedures for BorrowlZTVasfe/Staging Areas for Operations 12/11/�$ 11 ��/i �Ios Prope�•ty O�vnex•'s State��e�it for Bori•o�v Site: I liereby certify that I am v1 agreemei�t with t��is develapmeut, use, a�id r�clamation pla��, and a�iy exceptions notec� wheax approved by the Engineer, and that I u��de��staud that I will be respansible for the site upon completi�n of its use in the construction of tl�e project i�oted ij� tl�e n�ap �egezid. I understand that tlus ��lan, �vhen approved, will seive as a guide i�� contralliy�g erosion aiid sediine��t in accordanee with tlie Mi_ni.i�g Act atid the Sec�iment anci. Pallutiaia Control Act a«d as enforced by tlie North Carnfina Departnie��t of Et�uuonment and Nah�ral Resou�ces (DENR}. I understaud t�iat any work exceeding ttie tninimum necessa�-y for campliance with DENR rec�uueinea�ts, sl�otiid be negotiated Uetween tlie Engi�ieer and the P�-operry Owne�•. My signa[ure below autl�orizes The DeparEn�ei�t of Transportation (DOT), tlie Departii�ent of E��vi�•onme��t a«d Natural Resources (DENR} or its agei�ts, ta e�lter npo�i iny properry for a period of one yeaz• froz�� the date a� fi��al acceptai�ce of the pca�ect far �vl�icl� t�iis site pla�� is executed. Tf necessary, tl�e DOT or its agents will be allowed to �'epau any areas tl�at are not i�i c�mpliance with DENR req��irernents. After a oue year inspectioii is held, Z will be solely responsible �ox• assu��ing tl�at the site is iti complia►�ce with DENR reguIations. I l�a�e the z�zght to change tlie condition of the site afier the �inal inspection and prior to tl�e oue year follaw-up uispection, Howeve�•, if I make such cl�ai�ges, I acknowledge tiiat DOT is released from alI oUligations �nd conditions of this agreement a�id I will become soIely �-espansible far the ca��diiian of tlie site beguuung oz� the dat� ttiat I clia��ge the final inspectio�� eonc�itio�. Sigi�ahaces: Owners of �eco�-d: Witness (signat�e/date} {sig�iatu�e/d�te) (signature/date) E�igineer: Concurrence �viti� exce�tions: Prope��ty O��ner: (sigi�aiu�'e/date) Attaclfi��eRats: site ��ap �v/ details �tavi►o►lmei�tal Evaluatio�i Cc: (signature�date) Engiueer; �wnea• (signature/date} {signature/date} (sig�iatu�-e/date) (sigi�ature/clate) RecEarn�tion Procedures for Bo►-ro�v�VasfejSiaging Areas for O�aerations 12/i 1 jp8 ] 2 Calet�fations Sas€n !�: 1 Orainage Area dfsturbed Area Tirne of ConcenFfafton Sedlme�t Storage Volume Peak Ffntiv far iJesign Storm Sufaca Area easin �imenslons DEsturhed Area = Elevailon �rap = Flaw Length = Slope = H/!.(tlow) = larrett Max Area = 460 * 5= If �vakershed Orainage Area is less than Jarrett Max area, #her tc = 5 mIn If s!c€mmer autfets are used, 1800 c#/disturhed acre Q=G`3#A C=Rational Method iiunnff coe(fidenE , Assume Sandy Laam, 100�tuiEivated, 5-10%S�ope = E= raln€ail (ntensfiy for a gfven rewrn periad . for Greens6ora, 10 year Rairtfall intens[ry = A = waEershed drainage area = R= With Surfaee Outlets, A= 325 * Q= Area of sasin Welr length = Q/.8 = 3.1 acres 3,1 acres zs tr. 70o ft 0,04 fE/ft 18.40 acres Tc�S min 5580 cu. Ft �.4 6.8 inJhr 3.i Acres 8.4 cfs 2740 sf 100x28x3 31 ft e�. Calcufatlons Bas€n f�: 2 �rainage Area Distur6ed Area Time of Concentration Sediment Storage Vofume Peak �low €or qesig� Stnrm Su€ace Area E3asin Dimensions Olstur6ed Area = Elevatfon orop = Flnw Length = Slope = Ft/!{€�uwj = Jarrett Max Area =460 * 5 = tR watershed Dralnage Area �s less than Jarrett Max ar8a, ther tc = S rnin I€ watershed �rainage Area Es greater than JarreEt Max area, ther Use NRCS Segmantal Method ior unpaved areas, tc=.[}Ol (L-flntvj/S^0.53 If skimmer outlets are used,1800 cf/disturbed acre Ci=��F°n C-Ratfanal Mtethod Runofi coefficfent , Assume Sandy Loam, lOD%Cultivated, 5-10°� Slope = i= rainfall intenslty for a given retum period , For Gree�is6oro,10 year Rai[�iall intensity = A = watershed dralnage area = Q= With Surface Outlets, A= 325 � Q= Basin DfinensEans Weir LengEh w Q/.8 = 3.& acres 3,6 acres 24 ft. 515 ft 0.03 (t/f� 14.96 acres Tc=S min 648tl cu. Ft 0.4 6.8 fn/hr 3.6 Acres 9,s cfs 3182 sF 10Dx3zx3 13 {t Calculations Basln Ia: 3 Drainage Area Disturbed Area Time of Concentraiion 5ed(ment Storage Voluma Peak Flow far Design Storm Suiace Area Basin �imenstons [}IsEuri�ed Area = Elevation Drop = Flow Length = 5lope = H/L[flotv) _ Jarrett Max Area = 460 �` 5= If watershed Drafnage Rrea ts less than larrett iviax area, ther tc = 5 mfn If waiershed Orafnage Area Es greater thap 7arreit Max area, ther Use NRCSSegrrtental Method far urfpaved areas, tc=.QO]. (L-ftow)j5^0.53 !f skimmer outlets are used, i.800 cf/disturbed acre Q-C' i *A C=Ratlonal Method Eiunoff coefficient , Assume Sandy Laam,100%Culiivated, 5-iq%Slape = i= rafnfafl intensity for a given return peri4d , for Greens6oro,10 year Ratnfall intensity = A = watershed drainage area = Q= With Surface flutlets, A= 325 * Q= Basin bimensEans Weir ienQih = Q/.S = 5.3 acies 5.3 acres 3� ft. 500 ft 0.05 (t/ft 24.53 atres Tc= 5 mfn 9540 cu. Ft 0.4 5.8 in/hr 5.3 Acres 14.4 cfs 9685 sf 100XSOx3 19 ft BQrrow Area Reclamatlon Plan - Erosion C❑ntrol Calculations Responsible Party: �iatiron/ Blytite qavelopment Company, A JV Plans prepared by: Andretv qowns Level 1!E E&SC/Storem�vater Cert #: 3192 Name of Properry Otvner 1VCDOF {Parcel t! 3�} Calculat3ons Bas€n [D: 4 Dralnage Area Disturhed Area 7ime of EvncenfratiQn 5ediment Storage Voiume Peak Ffow for Design Sto�m Suface Area Basln �imensions Dlsturqed Area = Eievaiion Drnp = Flow Length = S�ape = H/L(flowJ = Jarrett Max Area = 460 * 5= IFwatershed Drainage Area is Iess Ehan Jarrett Max area, ther Ec � 5 min If waEershed Dfainage Area 15 greater than 1aTrett Max area, ther Use NRCS Segmentaf Method for unpa�ed areas, fc�.OD1 {L-flotvj/S^D.53 if sk(mmer outlets are used, i800 cf/disturbec! acre Q=C*i*A C=Railonal NEethod Runoff coefiicient, Assume Sandy loam, �[��%Cuitivated� 5-lfl°�6 Slope = €� rainfall Intens€ty for a given return period , ForGreens6orq l0year Ra�nfall intensiry= A = watershed drainage area = 4= With Surface Outlets, A= 325 � t2= Basin DirMensfans Wetr I.anzth = Q/.S = Number: t Number: ena red: Ifu rd 4/2015 2.1 acres 2,1 acres 1& #t. 315 (t D.06 fi/f� Z6.29 acres Tc=S min 3780 cu. Ft 0.4 S.8 InJhr 2.1 Acres SJ cfs 1856 sfr 75x25x3 sft Cafcuiatfans Sasin ID: 5 Oralnage Area plsturhed Area Time of Concentratfon Sediment Storage Volurne Peak Fiow for Design Sform 5uface Area easin Dimensions plsturbed Area = Elevaifon Drop = Flow LengFh = Slope = H/!(f�ow} � 7arrett Max Area = 460 * 5= I�tvaEershed prainageArea Is tess than Jarrett iNax area, ther tc = 5 min If waEershed �ralnage Area Is greater than larrett lVEaX area, ther Use NR[SSegmental MeYhod for unpaved areas, tc�.001(L-flowjj5^0.53 if skfm€ner outfets are u5ed,1800 c(fdistufbed acre Q=C'I*A C-Rational Methad Runo(f coefflcier�t , Assume Sandy Loam,1�D�5Cultivated, 5-10%Siope = 1= rainfall intens9ty for a given return perlod , For Greens6oro, lo year RainfaEl intensity = A = tvatershed dralnage area � 4� With 5urface Outlets, A� 325 * Q= Basln oimensions Weir Len�th = Q/.s = 2.8 acres 2.8 acres 20 ft. 550 ft 0,04 fr/fc 16.73 acres Tc = 5 min soqa cu.Ft 0.4 6.$ fn/hF 2.8 Acres 7.6 cfs 2475 s€ i0qx25x3 10 ft Caiculatinns Basln ID: S Drainage Area �istur6edArea Time af ConcentraEion Sediment Storage Volume Peak Flov! far besfgn Storm Suface Area Basin pimenslons pisturhed Area = Elevaifon drop = F�aw i.ength = 5lope = H/L(�1owj � Jarrett Max Area = 9fi0 * S= !f �vatarshed Oralnage Area is �ess than Jarrett Max area, ther tc-5min IfwaEershed brafnageArea Is greater ihanlarrett Max area, ther Use NRCS Segmental Method ior unpaved areas, tc=.001(L-ffotvj/5^0.53 Ef sklmmer outiets are used, 180D cF/dfstt�rhed acre 4-C#i�`A C=Rational Met�od RunofFcoef€icienc, Assume Sandy �aam,1�0�Cultivated, 5-10°h Slape = i- ralnfall intensity €or a given return period , For Greenshoro,l0 yea€ Ralnfall lntensiry = A=watershed dralnage area = 4= Witft Surface Outiets, A= 325 * Q� Basin D[mensions Wefr Length = Q/.8 = 4,8 acres 4.8 acres 16 ft. 6ao ft 0.03 ft/ft 12,27 acres Tc=S min 8640 cu. Ft 0.4 6.8 in/hr A.8 Acres 13.1 cfs 4Z43 sf 11qx40x3 17ft Responsible P Plans prepare Leve! fll E&SC Mame af Prop Basin I�: 1 Skimmer Size Orifice 5ize Basin Ib; 2 Skimmer S�ze OriEice 51ze BasinlD: 3 Skimmer Size Oriflce Size Basln ID; g skimmer Size Orifiee Size BorrowArea Recfamation Pfan - SkimmerCalwlations Flatironf Blythe Development Campany, A 1V � AndreW Oowns remtvaier Cert #: 3192 Owner: lVCdOi (Parcel �t 30j 10�x28x3 �skm — Usfdml 'de�.uater VSUfR Vaiume of top 2 ft. _ rdexafer — Qskim � Fram Tab[e 5.1, use Skimtner oiameter = doriflce= 5L1�� s�'rr�2310*Sq[t{I-fs�m}� �rom taqle 5.1, H,wm {of seiected Skimrttel' _ �orFnce� Round ta nearest 1/8 inch, Dor�r� 100x3xx3 Qskim = vs?d�N 'dzv�tu VS�;m Vafume af top � ft. � Tde;vafer — aswm � Fram Table 5.1, use 5kimmer piameter = por�t'Ke= Sq�� st�m�2310''Sqrt{1i5�;m}) From tabfe S.i, N,��, for selected skimmer = �arifice= Round ta nearest 1/8 inch, Da,��Ce 100x50x3 Qskim — UskiM ' devrafer V,bm Volume nf top 2 ft. = �d2�A'd�EF � Qswm — Frnm Ta61e 5.1, use 5&immer piameter = �or�fice� StI�E Qswrr�23J0*SqFE{Hstizn�� From table 5.1, Hs�m for selected sklmmer = �arirKe� Raund to nearest 1/8 inch, �o,�� 75x2Sx3 �skm — Usluml ' dev✓ ter VS�,� Valume of iop 2 ft. = rdeKaier — Qst��, = From Ta6�e 5.1, use Sfcimmer DEameter M �ar�scz� 54�� Qskim/�310*sqrt(FEst:m�� rom table 5.3., Hsti;m for selected skimmer = �orirKe� Round to nearest 1/8 inch, Darrrce= Yrnject Nurn6er: EI-25258 ContracE Num6er; C�03399 County: GullFord Date Ptepared: 3/12fz0] 560D cu.it. 3 cfays 1867 cu. Ft. / Day z fnch �.167 �i 1,4i in. 1.500 fn. G400 cu.ft. 3 days 2133 cu. Ft. / Day 21nCh 0.1&7 i# 1,50 in, i.5oo fn. 10(300 cu.�t, 3 days 3333 cu. Ft. / �ay 2.5 Inch 0.208 f[ 1.78 in. 1.750 In, 3750 cu.fi. 3 days i250 cv, ft. / iJay 1,5 inch 0125 ft 1.24 ir�. I.250 in. Bas(n ID: S S00 x 25 x 3 Sklmmer Slze �wm = �5w,n%Faeu�ter Orifice Size Basin !D: 5 Skimmer Size VS�;� Volume of top 2 ft. _ Tde.vater � Qskim — From Ta6Ie 5.1, use Skimmer Dfatneter = �arirxe� 5[]ft{ Q5�;�231(}#SQft�i-iskim�} Fram ta61e 5.1, FlS�m for sefected skfmmer= Qsk1m ° Us?cm�dewater �orif',ce= Round to nearest 1/8 tnch, po,;a�= 310x40x3 V,�m�Volume of top 2 R. _ �dexater — Qsl�m — �rom Table 5.1, use Sicimmer �iameter = Qrifice 59ze �or�tce= Sq�I Qskm�Z310�sqrt{Ws��,My from table 5.1, HS�;m ior selected slcimmer= oo�� Round to nearest 1/8 inch, po,;ff�= SOOD cu.h. 3 days 1667 cu. Ft. / €7ay 1.5 Inch 0.125 ft 1,43 in. 1.500 in. 88(�U cu.ft. 3 days 2933 cu. 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' �O �i y t ��. �` �I.� I 1 �' !� f� � / �� '� , W?� 'T'oo o �i r/iW z�� ?m�= z� b(�s � � y-�i r r � z�� g� �y ��Z �� o� �m� O�nm O� �� o �� ^� �a�� Aa mam �o �" �� tmli`{g 7mp71 Of-A �ym �� $ w �"z ��ti' m�� ri m �� p�m � �gF �oZ � � wpm p�fl �Oy �� m � pm_ n�O� z p�m ��o Omp yp-n � d�°n Oz� a �� A� � '-{�rz� �mO O m9n zp3Al n pm�O oro°g � �o�n i ��° a�� z zvz W 2 zyp � Op� �-i m x �? 1zo �c°� a us x r' °z� O� mb zv z in _ Z Z Res��onsi€31e Party: Flatiron/ Bi�f�e �eveln(��rient Company, .41V Projec� Nu��her: ll-25258 Pians prepared �ay: Andret�a I]ot�ins G¢ntraci �fui��ar: c2Q33g� Level I�I E&SC jStaret��tivater Cert �; 1i92 Cvunty: Guilforc� n,.,..,,, �,f nt��o.+„ C1ie�nar� A1f'i3f1T fPa�'�'QI #'il�� f]�fia PrPnarr�rf: 5114It5 d U-2525B �� Guilford County Project Speciai Pr.ovisions-• ° Er.asion Control STABYLYZATION REOUIltEMENTS: Stabilization for t.�is project shall comply with the time frame� guidelines as specified by the �ICCr-OI.0000 general conshuction pernuE effective August 3, 2011 issued hy the North Carolina Department of Enviranment and Naturai Resources Division of Water Quality. Temporary or permanent ground cover stabilizatian� sha11 occur within 7 calendar days from #he Iast land- disturbing activity, with tbe %llowing exce�tions in whic� temporary or permanent ground cover shall be p;rovided in i4 calendar days from the last land-dishu�bing ac#iviiy: • Slopes between 2:1 and 3:I, wiih a s[ope length �f 10 ft, or less • Slopes 3;1 or flatter, wifil� a sZope of tength of 50 ft. or less : Slopes 4.1 or flatter The stabilization'timeframe for High Quality Water (HQV� Zanes s3zall be 7 calen�ar days with no exceptions for sZape grades or le�agths. High Quality Water Zanes (�QW) Zones are defned by No�kh Caroliria Administrati�e Code 15A I�ICAC 04A.D105 {25}. Temporary and per�nanent grautid cover sfabilizafion shall be acbieved in accordance with the pro�isions in this .contract and as directed. SEEDIN� AND MITLCHING: � {East) The k'v�ds o� seed� and £ertilizer, and the rates o£ application of �saed,_ fertiiizex, and limestone, shall be as stated below. During periods o£overlapping dates, the kind of seed to be used�shall be determined. All raies are in �o�ds pe� acre. � A11 Roadway Areas March 1- Augusf 31 SQ# Tall Fescue 10# Centipede 25# Be�rmudagrass (hulled} SOQ# rertiliz�r � 400Q# Limestone March 1 �- August 31 75# Tall Fescue September I � Februa�ry 28 � SO# Tall Fescue �0# Centipede 35# Bermudagrass (unhulled} 504# Fertilize� 4�0�# Limestone Waste and Borrow Locations 25# Bermudagrass {hulled) SQO# �ertilizer 4000# Limestone September 1 y �euruary 28 75# Tall Fescue 35#� Ber�nudagrass (unbulled} 500# i�ertilizer 4000# Lin�estone 1 of 49 �/4/2014 U-2525B �� GuiI�ord County Note: 50# of Bahiagrass may be substiiuted �or either Centipede or Bermudagrass only upon Engineer's request. 2.nd Ml_� IeI]i1111[I� Avenger Barlexas Barl�xas ZI Barrera Barrit�gton BiFt�nore Bingo Bravo � Caye�an.e Chapel %�iil Chesape�ke Consti�utian Chipper Caronado Cayote Davinei Dynasty Dominion Appzoved Tall Fescue Culiivars Duster Endeavor Escalade Falcon II, III, N�& V Fideliiy ' Finesse II Firebird Focus - Crrande II Greenkeeper � Crreystone Inferno .�ustice Jaguar 3 Kalahari Kentucky 31 Kiriy �Tawk Kitty Hawk 2000 �.exington Magellan Masterpiece Matador . Matador GT Millennzum Montauk Mustang 3 O�ympic Gold Padre Paraiso �'icassa �'iedinont Pure Gold Prospeci Quest Rebel Exeda Rebel Seniry Regiment II Rembrandt Rendifiion Scorpion Sheiby Signia Silvexstar Southern Choice II Stefson Tarhe�l Titan Ltd ' Titanium Tomahawk ��'acer �'rooper Turbo Ultimate Watch�og Wnl�pack On cut and fiII slopes 2:1 or steeper Centipede shall be app�ied at the rate af S pottnds per acre an,d add 20# of Sericea Lespedeza frotn January 1- D�cember 31. . . Fertilizer shall be 10-2Q-20 analysis. A different analysis o� �ertilizer may be used pro�ide� the 1-2-2 ratio�is maintained and the rafe of applicatian adjusted ta provide tb.e same amount of plant food as a 10-24�20 analysis aud as directed: Native Gxass Seediu�g An� Mutehing ('West) Native Grass Seeding and Mulching shall� be perfarmed on the dish.�rbed areas .of wetlands and riparian areas, and adjaceni ia Str�a:m Retocation and/or h'oui stream consirucfiian wit�in. a SO foot zone an hoth sides o�the stream or depressian, meas�.�red from tap of stream bank ar center of depression, The stream bank o� the s�ream relacaiion shall be seeded by a method that does not alter the typicai cross section of #he stream bank. Native,Grass Seeding and Mulching shall also be performed in fihe permaneni soil reinforcement mat section of preformed scaur holes, and in other areas as direc�ed. The kinds of seed and fertilizer, and the rates of application o� seed, fertilizer, at�d limestone, sha11 be as stated below. D�.ring periods of overlapping dat�s, ihe kind of seed to be used shall ba det�rrriined. Ail rates are in pounds per acre. 2 of 49 4/4/2014 U-2S2SB � Guilford Cou�ty �.��. Augus� � � June A 18# Creeping Red Fescue 8# Big Bluestem 6# Indiangrass 4# Switchgrass 35# Ry� Cnain 500� Fertilizex 4U00# Limestone IV�ay 1 � Septembcr 1 ]. 8# Creepin� Red Fescue 8# Big Bluestem 6� Tndiangrass �4# Switchgrass - 25f� German or Browntap Miltet 50p# Fertilizer 400Q# Limestone � Approved Creeping Red Fescue Culti�ars: Aberdeen Boreal Epic Cindy Lou Fertilizer s�all be 1Q-20-20 analysis. ,A�. different analysis af fertilizer may be used provided tb.e 1-2�2 ratio is mainta.ined and the rate of application adjusted to provide the same amoun� of plant foad as a 10-20-20 analysis and as directed. Native Grass Seeding and Mulchzng shall.be performed i�n accoxdance with Section 1660 0� the Standard Specifications and �vegetative cover sufficient to resi�ain eroszon shall be installed irnmediately following grade establishment. ' Measurement anc�.paymenf Native Grass 5eeding and Mulching will tie measured and paid for in accordance with Article 1660-5 of the Stundard Specifrcatrans. ` TEMPOR.ARY SEEDING: Fertilizer shall be ti�e same analysis as specified for Seedrng and Mulching and applied at the rate of 400 pounds and seeded at fhe ra#e of 50 pounds per acre. Sweet Sudan Grass, German Millei - or Browntop Miilet shall be used in stunmer months and Rye Crzaiu during ihe rerr�ainder of t1�e year. The Engineer will detez�mine the exact dates for using each kind of seed. FERTTLIZER TOPDR�SSING. Fertilizer usecl for fopdressing an all roadwa.y areas cxcepfi slopes 2: �. and steeper. shall be 10-20- 20 grade and shall be appfied at the ra�e o� S00 pounds per ac:re. A different analysis of �ertilizer may be used prov'ided the 1-2-2 ratio is maintained�and the rafe of application adjusted to provide t�e.same ainount ofplant foad as 10-20-20 analysis and as directed, FertiIizer used for topdressing on slopes 2:1 and steeper and wasie and borrow areas sha11 be 16- S-8 grade a�d sf�a11 be applied at the rate of 500 pounds per acre. A ciifferent- anaiysis o� fertilizer may be used provided tt�e 2-1-1 ratio is maintained and the ra�e of application adjusfed to provide fhe same amount of plant foad as lb-$-8 analysis and as directed. 3 of �-9 41�12014