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Home My WebLink AboutBridge 59r-t;---. =_„-si E C S C A R � L I N A S, L L P ��settrng fhe Standard for Seivrce" I.. (=QptPCil,."IICc'',� • r;Or'St('UCt'011 �;'c"�±PrI��S • �'l'Jil"OII�`71e!1t�' • F�CiIItI�S ' >. r_ Frn;=_i„u November 4, 2013 Mr. Kevin Thomas Lynn Thomas Grading 230 Rocky River Church Road Polkton, North Carolina 28135 Reference: Wetland Determination and Endangered Species Survey Proposed Borrow Site Glendon-Carthage Road Moore County, North Carolina ECS Project 09-23529 Dear Mr. Thomas: ECS Carolinas, LLP (ECS) is pleased to submit this report of the jurisdictional waters/wetland determination/endangered species survey for the site located west of Glendon-Carthage Road in Moore County, North Carolina. This report summarizes our findings for the site. Background ECS was contracted to determine if waters of the U.S. (including wetlands) or endangered species are present on the site located west of Glendon-Carthage Road in Moore County, North Carolina (Figure 1). The site contains wooded land that appears to have been recently timbered. Access roads are located near the eastern and southern site boundaries and cross the central portion of the site. Vegetation including pine, sweet gum and other mixed grasses/weeds are located within the proposed pit boundaries. The proposed borrow pit is approximately 11.04 acres in size, based on global positioning system (GPS) measurements. Adjacent properties consist of Glendon-Carthage Road and wooded land. Wetlands are defined by the U.S. Army Corps of Engineers and the United States Environmental Protection Agency as "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances, do support a prevalence of vegetation typically adapted for life in saturated soil conditions." In order for an area to be classified as wetland, hydrophytic vegetation, hydric soils, and wetland hydrology indicators must be present. Literature Review We reviewed the USGS Topographic Map and the Soil Survey of Moore County for the site. • The USGS Topographic Map (Figure 1) does not identify surface waters or wetlands on the site. The map depicts Lick Creek approximately 940 feet north of the site and an unnamed tributary to McClendons Creek approximately 940 feet south of the site. 4811 Koger Blvd., Greensboro, NC 27407 • T: 336-856-7150 • F: 336-856-7160 • �°:��.�:r.ecslimited.com ECS CapRol Sennces, PLLC • ECS Carolinas, LLP • ECS Central. FLLC • ECS FlorKia, LLC • ECS f�tid-Atlantic, LLC • ECS H1�dv�s� LLC • ECS Sa�theast, LLC • ECS Te�s. LLP Proposed Borrow Site Glendon-Carthage Road Moore County, North Carolina ECS Project 09-23529 November 4, 2013 The Soil Survey of Moore County (Figure 2) shows soils on the site have been mapped as Creedmoor fine sandy loam (Cr6) and Mayodan fine sandy loam (Md6). The Creedmoor series consists of moderately well to somewhat poorly drained, very slowly permeable soils that occur on piedmont uplands. The Mayodan series consists of well drained, moderately permeable soils that occur on piedmont uplands. The identified soil mapping units are not identified on the Hydric Soils List for Moore County. Site Reconnaissance ECS personnel conducted the site visit on November 1, 2013. The site contains wooded land that appears to have been recently timbered. Access roads are located near the eastern and southern site boundaries and cross the central portion of the site. Vegetation including pine, sweet gum and other mixed grasses/weeds are located within the proposed pit boundaries. The proposed borrow pit is approximately 11.04 acres in size, based on GPS measurements. Figure 3 shows the borrow pit corners, including their coordinates, as located with a Trimble GPS unit. During our reconnaissance, we observed the site for evidence of stream channels, wetlands and ponds. There are no streams, ponds or wetlands located in the proposed pit. The soils are bright and well drained. There is no evidence of groundwater discharge in the proposed borrow site. A Wetland Determination Data Form containing field observations at the lowest lying area of the proposed borrow pit, that supports our opinion, is included as an Attachment. We also observed adjoining properties during our reconnaissance. Adjoining properties consist of Glendon-Carthage Road and wooded land. Vegetation in the wooded land located on adjoining properties appeared to be planted pines for timber production. We did not observe streams or wetlands within 400 feet of the borrow site. Catch basins and erosion control fencing will be used to prevent impacts to off-site streams, wetlands and ponds. A reclamation plan is currently being designed for the site. Based on our observations, the proposed project will not impact off-site streams, ponds or wetlands. Endanqered Saecies Survev We reviewed the North Carolina Natural Heritage Program list for federally listed threatened and endangered species that have been identified on the Putnam, North Carolina Quadrangle (the quadrangle that contains the site). Cape Fear Shiner (Notropis mekistocholas) is a federally listed endangered species that has been identified on the site quadrangle. This freshwater fish is generally associated with gravel, cobble, and boulder substrates, and has been observed in slow pools, riffles, and slow runs. These areas occasionally support water willow (Justicia americana), which may be used as cover or protection from predators (e.g. flathead catfish (Pylodictis olivaris), bass (Micropterus spp.) and crappie (Pomoxis spp.). The Cape Fear shiner can be found swimming in schools of other minnow species but is never the most abundant species. During the spawning season, May through July, the Cape Fear shiner adults move to slower flowing pools to lay eggs 2 Proposed Borrow Site Glendon-Carthage Road Moore County, North Cart�lina ECS Project 09-23529 November 4, 2013 on the rocky substrate. Juveniles are often found in slack water, among large rock outcrops of the midstream, and in flooded side channels and pools. We did not observe this species of suitable habitat for this species on or within 400 feet of the site. Streams will not be impacted by the proposed project. No other federally listed threatened and endangered species have been identified on the site quadrangle. Based on our observations and to the best of our knowledge, the proposed project will not impact federally protected species or areas that may be considered potential habitat for federally protected species. State Historic Preservation Office (SHPO) ECS submitted a request to SHPO on November 1, 2013 to determine if they are aware of historic resources that could be affected by the project. The SHPO response will be mailed to Mr. Kevin Thomas of Lynn Thomas Grading. Watershed Classification/Buffer Requirements Lick Creek is located approximately 940 feet north of the site and an unnamed tributary to McClendons Creek is located approximately 940 feet south of the site. According to the North Carolina Division of Water Resources, the site is located in an area of the Cape Fear River watershed that has been designated as Class C waters. Water Table The project will consist of borrowing material from a ridge and leveling it consistent with existing topography of the immediate surrounding conditions. There will be no dewatering, mining or excavating below the seasonal high water table or nearby streams or wetlands. Therefore, the existing water table will not be impacted by the proposed project. Recommendations The site is being evaluated for use as a borrow pit. Based on the findings of this study, it is our opinion that the project will not impact streams, wetlands or federally listed endangered or threatened species/associated habitat. Best management practices, including the construction of catch basins and the use of erosion control fencing, will be used to prevent sediment from running off the site and impacting off-site streams and wetlands. Proposed Borrow Site Glendon-Carthage Road Moore County, North Carolina ECS Project 09-23529 November 4, 2013 Closin We appreciate the opportunity to provide our services to you. Please contact us at (336) 856- 7150 if you have questions or require additional information. Sincerely, ECS CAROLINAS, LLP . s; �_ - �� Bradley S. Luckey Environmental Project Manager � � %�� - l��..,._- Y Michael T. 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S .. , , , , ; � �, - 1 ' � , J , i M L � , y-�= � „�,�� , : r,�� ' ,> �,. ; ��' S �� .-., f, �'"„`r� ;,� ,.�� 'i , ,;-. -� , � N , l, �� - . . �� r � � � J �--.� �:i ..� au ,.. � .�,: -- - i� .. �� J� � p . ,� �,� ,�(r"_ ')� Jr' � ' -p� � ,�/r�t,�1.s�� - _ r�. l , � � 1� � `� \ � � y ` I /J ��iOC ,�� /. �. � � ��. . - 1 �, � I`)� � . � �� (�t�� ..� ( ` �_ 1 � �� f —� �; " ./ , � �.� .� � �'�� --� �..., -- -� i SOURCE: FIGURE 1 " ` SITE LOCATION MAP USGS TOPOGRAPNIC MAP PROPOSED 11.04 ACRE BORROW PIT PUTNAM, NC QUADRANGLE � GLENDON-CARTHAGE ROAD DATED 1974 MOORE COUNTY, NORTH CAROLINA SCALE P'=2,000� CAROL I NAS ECS PROJECT NO. 09-23529 � Y' � �� . , . � ` a _ y_ •' � � �'_ ; • - 4 . � • .�,, ;� :� i . �.��, . _-' t. �'. � F, � �., I ,, I 4 Y...- TL rB �''rI. .�� L� � ��n v1 .'x; , � � T�� .i �. ��''f4n�.L. y} � yM� � ,� y�i+��P�p �'�` L i� <� S w� , " ' �IC ' '.:i}� � � . �i� �ca _�`. ,,�„��..; y�,f, * ..J T r r� � '. - i � } �i, �' .y�',,� . i"' K �� O O � � a:�+ ��" � � ' - � �`s ��r,;"i� F.. . T, "� : , • � ; ; � _ - � f E � � •� 4 ��-: r 4 , �"-k._ - _.�ti � _ , , - .1 - i. '�'14 � � ' 9 r 't .� P�i � , � i., �, �� £.` �` � , - i�°- �Y ��' � �ii� �. � - ..� � . � ,� � �,� � �..4� ��c.: ' . ..- ' � f �"4.iR` 1'r'' t. �' : 3.� , � . � � f �t � '� 1 4u , .�c �IP'„�'�• �• .: '�� ,� . n�, _ ►.}�: �1.' _.. � �:�� ,, ,� � I � Gorner # Easting Northing LEGEND 1 6 2 610 3. 4 18 8 0 2 7 4. ❑ proposed Borrow Pit %-% �81 2 626255.1 1880300. � GPS Point 20 207 � Corner Number 3 626365.0 1880263. 35 708 ` {` : �' , � � �� a � � �<."�� ti �t�,�'� ��-i 1' ��:' � . � � 1 �-�"'�tivhA^�"t � � .'.,. �e{ . *k: '�rr ,r • ° t,� � � , �, � * � �`�� ;� a.. -ir, - ,..�.[+ � ';, . j * �� s � , rfi 4 626513.4 1880186. `'` r ` »^, j : t� �e " ' . � �� _� . ± , -, 7 9 8 5 7 ,�, + �' ��*.y��r � q , ' . �,,. �`� ;1 � ��-, � 5 625938.2 1880867. 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'`T x,�7'Y�'�`N!�-r� R'�'b'��.: . . , � � Y ,�� L�' w f g a . t � . . e.l►�'M~� ,. 3^�_..ilw,s.� . �' .,.'L�(91�� 4 F � kx -�. � x� � �, � � �'F.' ; �� ' �} . � ��p .r�' t ��' � ^d ' s ,.s Y� . � .�,� , ..p� }. M ' a-7�w1 ,� ..., � r . Y f yF x yl,', �� d�:-y t +� �6: ,.7 � 3'yp'f �6::,� ` �!'R ! �f' l} # � }� ♦ • y�y�t ��'� n �� ' �• �� . ��i •: ? A�� suiF�Fj;,�� e' _-IC' �'.^I�"'�'P'S9!-:YW_;�:7:, .. ip'w�F.k _��s, � �' ` 1�'t' �N . - , �� ' , .,:�,�«.� = , �: S. _. N ►�C SOURCE: GOOGLE EARTH AERiAL PHOTOGRAPH, DATED 2011 AND GPS OF WASTE PIT CORNERS SCALE: 1" = 210' . .�'+i,�..i..�� #��,y .a�..'� �+ v'�� ,!r j _ riil�r�.'" `'�" � , ��l';*y", i +I�a� � s' . =� J ': p � `"+� t ��. �jr/i.: �� , [��(� � ; � � i � M� T. ' � �i,'fy . 1�1 �". �! ` �+ _ 4 � . ,. � . r- R �. �. y.��""t' � � . 0.�� `L. � .R.. A at �,�•`�- "�� . f k,� � i� . �� 3 i.;A, s��y�, +.�''" y TS. � J. z �� i�.y��.(`iT� . � . �I . ��ii"'� .i'i'_}r�� '�'i �e...�iH? ,� �� I � • � �� : • � . � � . _ ,.,.� i. . F'IGURE 3 GPS MAP PROPOSED 1 1.04 ACRE BORROW PIT GLENDON-CARTHAGE ROAD MOORE COUNTY, NORTH CAROLINA ECS PROJECT NO. 09-23529 0 WETLAND DETERMINATION DATA FORM — Easte�n Mountains and Piedmont ProjecVSRe: 11.04 Acre Borrow PiVGlendon-Carthage Road City/County: Moore Sampling Date: 11/1/13 ApplicanUOwner. Lynn Thomas Grading ___ __ State: North Carolina Sampling Point: DP-1_ _ Investigator(s): Luckey Section, Township, Range: __ Landform (hillslope, terrace, etc.) Ridge Local relief (concave, convex, none): Siope (%): 1 Lat: Long: Datum: Soil Map Unit Name: Creedmoor fine sand r�bam�CrB�_�_ � �_____ NWI Class'rfication: none _��__ ___ Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No� (If no, explain in Remarks.) Are Vegetation Soil _, or Hydrology _ significantly disturbed? Are "Normal Circumstances" present? Yes X fVo Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Yes X No _ _ Yes No X Yes No X Is the Sampled Area within a Wetland? transects, important features, etc. Yes X No X Remarks: Wetland hydrology and hydric soil indicators are not present. The sample point is not located within a wetland. HYDROLOGY Wetland Hydrology Indicators: � Primarv Indicators (minimum of one is required�,chedc all that applv} Surface Water (A1) True Aquatic Plants (614) High Water Table (A2) _ Hydrogen Sulfide Odor (C1) SaturaGon (A3) Oxidized Rhizospheres on Living Roots (C3) Water Marks (61) Presence of Reduced Iron (C4) Sediment Deposits (62) Recent Iron Reduciion in Tilled Soils (C6) Drift Deposits (B3) � Thin Muck Surtace (C7) _ Algal Mat or Crust (B4) _ Other (Explain in Remarks) Iron Deposits (65) Inundation Visible �n Aerial Imagery (Bi } WaterStained Leaves (B9) Aquatic Fauna (613) Surface Water Present? Water Table Present? Saturation Present? (includes capillary fringe) Yes No X Depth (inches): Yes Nn X Depth (inches): >12" Yes No X Depth (inches): >12" gauge, monitoring well, Wetland hydrology indicators are not present. Sparsely Vegetated Concave Surface (B8) Drainage Patterns (810) Moss Trim Lines (B16) _ Dry-Season Water Table (C2) _ Crayfish Surrows (C8) _ Saturation Visible on Aerial Imagery (C9) _ Stunted or Stressed Plants (D1) Geomorphic Position (D2) Shallow Aquitard (D3) Microtopographic Relief (D4) FAC-Neutral Test (D5} Wetland Hydrology Present? Yes No X available: e V�GETATION (FOUf St�ete'!) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30' ) % Cover Species? Status 1. None Observed __ _�_ �—._ __ __� 2. 3 4 5 6. 7. 8 = Total Cover SaplinglShrub Stratum (Plot size: 30' ? 1. Pinus taeda 6D Y FAC 2. Liquidambar styraciflua 5 N FAC --- — — ------ -- -_ 3. 4. 5. 6 __ — I Sampling Point DP-2 Dominance Test worksheet Number of Dominant Species That Are OBL, FACW, or FAC: 5 (A) Total Number of Dominant Species Across All Strata: 5 (B} Percent of Demi�ant Sp2cies That Are OBL, FACW, or FAC: 100 (A1B} Prevalence Index workshe Total % Cover of: OBL species FACW species FAC species FACU species UPL species Column Totals: Multipl� bY. x1= X2= X3= X4= X5= (A) (B1 7• -- .�.� Prevalence Index = B/A = 8• ___ ydrophyEic Vegetation Indicaters: y �. � 1- Rapid Test for Hydrophytic Vegetation 10 X 2- Dominance Test is > 50°/ Herb Str�tun? 1. Pinus taeda 2. 3. _— __ - 4 — 5 6 8 — 9 10. 11. 12. (Plot size: 39" ) Woody Vine Stratum (Plot size: 34 } 1. None observed 2. 3 4. 5 6 .__.�.1...__�. -------...- —.__.____. _. o 65 = Total Cover 3- Prevalence Test is s 3.0' 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 1 U Y FAC �-- '� - � T Problematic Hydrophytic Vegetation' (Explain) �'Indicators of hydric soil and wetland hydrology must bepresent, unless disturbed or problematic. �_.._._ _ 1 -- Defin�tions of Vegetati�n S+.rata: ___. Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), reqardless of height. Sapling/Shrub — Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft(1 m) tall. t 0 = Total Cover Herb — All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine—All woody vines greater than 3.28 ft in � height. Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic vegetation are present. . ._ � Hydrophytic Vegetation = Total Cover I Present? Yes X No ' SOIL Proflle Description: (Describe to the depth needed to document the indicator or confirm the absence of Depth Matrix Redox Features inches Color (fnoist� °k Color (moist) % Ty�e Lnc' Texture _. . . _ � --- - 0-12 t 0YR 4/5 100 SL Sampling Point: DP-1 dicators.) Remarks 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. ZLocation: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soiis': Histosol (A1) Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) Polyvalue Below Surface (S8) (MLRA 147, 148) Coast Prairie Redox (A16) BIaG: Histic (A3) Thin Dark Suface (S9) (MLRA 147, 148) (MLRA 147, 148) Hydrogen Sulfide (A4) loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) _ Stratified Layers (A5; _ Deple±ed Matrix {F3) (MLRA 136, 147) 2 cm Muck (A10) (LRR N) Redox Dark Surface (F6) Red Parent Material (TF2) Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) _ Very Shallow Dark Surface (TF12) � Thick Dark Surface (Al2) Redox Depressions (F8) _ Oiher (Expfain in Remarics) Sandy Mucky Mine�al (S1) (LRR N, Iron Manganese Masses (F12) (LRR N, MLRA 14T, 148) MLRA 136) _ Sandy Gleyed Matrix (s4) _ Umbric Surface (F13) (MLRA 136, 122) 'Indicators of Hydrophytic vegetation and Sandy Redox (S5) _ Piedmont Floodplain Soils (F19) (MLRA 148) wettand hydrology must be present, unless Sttipped Matrix ;S6) dis;urbed or problematic. Restrictive Layer tif observedj: Type: Hydric Soil Present? Yes ___ No X Depth (inches): _ - Hydric soil indicators are not present. — _. .. .. , ,. _ _ , - �::.. . ,.�.:y.. . _ �, . � ; , f1 <� �< �� . � t: l . O tRClW PIT�WASTE ARE�A INFORMA�'iQN FOi�Ni FOR �,�D�; ��Ol`� > _ .�. � ; S TATE HISTOFtIC:;PRESER�ATIOPi..OFFICE.REVI�W 2, .. l . ' � ... � • � : t'Ie�se Pruic nr �rpce �t. : Y '�3orrou S�tc `C,Itndean Roaci � � �� ;�. ��^.. �. Gaunt} "'�Vit3t�1`�, ' P�t �Va�e �''�a—�- : .. ,�� i.10 --! ` �; . ' : ; �rtt�� i�� i�i�� 1 Nigh��v f'ro,�ect No. und D&sc.npuon' ��'di� �..i�U l�ynn Ti��mas Uradi_ia�� ,= Mr th��tin `t h�.iiiias �n�� ;.: . � Conttar tnt - . . Campany and Con�acc l�fiute : . , . �� i �?r . 4 �� . (� ;; _ . �` ,�,.r , . , ,� ;0. Rock.�, K;iv�i. Gh`rErci�.._ftc�acl _ , ,. ; ; _ Su�tt Addrea.. or P,O Ra�. ' ... : , ,. . ,- ,, � ; ,.. , ' - , :. _- Poll.torz ti�G �Sl ��: . Taun; Stare, zip Code - ,� , �i°k . ;��oa�) �� ?-�� ' �,:� ��t� ' � �t�t� �: ,. : ' Tclephan�/P`�a i�uink�ers :; _ ' ;Nu:?£t1t�c.i 1 :�� ( � .... . > ,,. : p�itt 5ul�mitied ... , . ; a�c�TECTUxa�:;�sotr��ES. Cniail Response bluei.ey ct ecslirim�t�ci.cc�ai t r1rc, there any builduu�;s cir, sirteetuacs tiix _e�c g*n�rc� ti�cr? �lt°��,ludc aE�and�ned b�xn�, fdrin�auses .. iAba�co,shcds� .t�r�ci��g. ��c�� tif�i,tructt�ies we�c. �.�1��.iucd i�n th4 sste I"li� .itc c�ntain� timhe«cl.I�nei'.: Pin� �and mi:��ci �ra�seG(c�ree�15 +�=c��e ��hsei-��il.:on antl.i7ear tlie �►c�s�c�sed �si.�ste pit ` , � i.> ycs, suhmiG.i�ne set od phvt'qgraph� aP an} siructutcs urhtth; a}>pear tia ha«e Ueen built_l�elare..Vlarld 14'ar t{ :; " ` Ipolauait2=t}}x ";snapshnts arv:ol.n}�: f'hoios siioiitd sho�3•?thc front and ane side.:af su-uciun. �ueil arca ktt;tunc� <, , _.;. ;:: - structu'rc.: . ., , ; .. . . , ARCHAEQLOGICAL RESaiIRCES : .�,. 6 i; .�PresenC _and prcj��UUb i�irld uses.of thc progU�ecl.t�ur�uw ar�t� '1 lie cit�'c�nl�in5 tiiniiered;_laiiti: °�; . tVhnt.kind oLsice pre.par�+taoa if�nX izas takerr placr ori;tt►e �rtjject �its:? i�JCait� t 3, ':Hade r�n}, urtifacts (�rra�`h�acl4 `�utcer� �etc j ts�r:n Four�� on �t�e'4itc'� �b I . _. „ ,.:�-.. �i., :llre am anarked or unmaxhRd Gemetc.nes l�c8tcd anth�at-.he pr+oposed prt ar�a?: '(`i�, �. Hs�s tnc:k+.rza,be�n sun{evCd bp �n arch��aIogist? is ves :i,�1e. the' ��sinc �f thc �i,rchac�to�;lsc anc!'the da�G ot the:, survca ifkno«; : L'C? ' P1�en.Re attach a cbpy of a an¢p ahoatn� the eamct:locaCioa of ihe„groposcd baciow pttJmueta 0rea. A portion -- of uu Identtfiod' USG3 quad shect is preferrcd orid will eusure timely.revxew;ot�g�our prajeck. Sub�it ttie , , y �. orm aad•mn to Renee Gledhil! Earley Enairaamenta]�Ruvfew Coord�natoi, StateHistoric completed; i p .. � Presorvation OtAce; 461'7 Biail Service C,eates: lioltigb,:NC 27699-4617= (telephoac 919/7'33-4T63): �AlTow at l�nst twa':wccka tor-ttiu raviciv nnQ t�mtnent^ twe hmye nn,eriiisnirrit qtt Ghe pru�ect iis prd�as�:. ��: Additioral.inCormn[soii; is neeti�si tc�:cqaij�let� }�arr re�7eu,, . , :An �trr,}iaenlogie�i surve} �� recontsnencied. : ,,` _ , ��!'�h-d2:�1. ;` _ D�tp. - Z � ' � .� � � �Si� eti:: , ' _ E2enee Glecthil.-EEirte}� ' ititx}' ?QU:} ,.. ,. _ , _. , _ '. `: . > . r�av o � zo�3 - � : { ai E '. � ?- �� ':. �. - ,.,- � . ' : ' -'. - ...: ... . . . : -.. . ;, � ..v y.�" ..,. , ...." , -: '� � r ( ; � �' . ; � L2/11/�s � Reclam�ttion Nlan for Contracted Projects . � � Borro�v Pit ' , 1)�;te: October 30, 2013 ' �. � Contract Number: c2o2sas TI[? No: . Project #/ Wt3S f;leme,nt:. »aP a.R.S� County: Moo�e - - . • COIliClCiOf: Lynn Thomas Grading, Inc. ReSpOI1SiL�Ie Pel'SOII: Kevin Thomas C011tt'c1Ci01' ACIdt'ESS: 230 Rocky RiverChurch Road Polkton, Nc 2ais5 PI'OneCly UWI181': Jordan Timberlands, Inc. Pl1011e NUITIheI': 910-439-8128 ��1'QpePiy UWIIeC /�C�CiCeSS: PO Box 98 Mount Gilead, NC 27306 Borcow Pit 2100 Glendon-Carthage Road P�-operty flddress: G�endon, NC 27251-7781 Total acreabe of proposed pit: � �.oa Cxpected dcpth of excavation: �o' PI't;Sellt USC Of' lalld: Timber � i�COpOSEd US� cltitl' I'EC�1111at10C1: Timber P►•oposed sequence of excavation (inc(ude amount of clearing & proposed slope rates): Clear & Grub Site. Install erosion Control Devices. Strip/stockpile topsoil. Excavate Borrow. All slopes will be 2:1 or Flatter. Re-spread Topsoil. Permanent seed all disturbed areas. All silit/skimmer basins will be maintained and cleaned out when 1/2 full. _ Did the Environmental Evaluation indicate the presence of any �vetlands oc endangered species?(if yes, briefly list fi7ndinbs and indicate physical means by which buf'fer zone will be , . delineated): No. Is any portion of the pit or access & haul roads within a watershed with riparian buffer zone . requirements? (if yes, indicate physical means by «�hich bufitier �vill be delineafed and ho�v ;. " diffuse flow into the buffer zone will be maintained): No. Reclamation I'rocedures for 13qrro�v/W1ste/Staging Areas (or Contracted Projects 12/I I/08 � l: , ., ;:N,;, - : , ..�;": 12i1 l/08 Is the site adjacent to High Quality Waters as defned by the Department of Envirqnment and Natural Resources? (if yes, note how the devices have been designed to meet UENR requirements): Yes. All basins have been upgraded to Skimmers, each of which was designed for the 25 year design storm. Are there any conditions identified on the State I-Iistoric Preservation Oftice Revie�� F,ortn for. borro4v activities'? L;xplain: No. Describe the intended plan for the reclamaeion and subsequent use of all af�fected lands, and indicate the general methods to be used in recJaiming this land, including any stockpile areas, haul roads and ditches. Describe the sequence for reclaiming the pit. Atlach a map which illustrates this plan, sho��inb the location aild desibn of all temporary and permanent erosion control devices. All features sha(I comply �vith the a��propriate specitications, standards and reflect Best Manabement Practices (BMP). The plan � shall indicate setbacl:s to adjacent properties, buffer zones and if de-watering is required and the pit is located within the 1 S county region of the CCPC[1A, the GPS coordinate location of any well located within 1500 ft. of'the pit. Topsoil will be stripped and re-spread. Haul road will utilize temporary construction entrance. Borrow pit will utilize four temporary rock sediment dam Type-B's, Temp. Silt Ditches and diversions to control erosion. Disturbed areas will be permanent seeded and stages seeded as needed. Stockpiled material will be seeded. Silt Fence will be used to protect stockpile and as needed through pit. Will excavation extend belo�v the water table? (Ifyes, see a, b, & c, below): ►vo a) Specify how de-watering �vill Ue accomplished. Include proposed mettiod of reducing etfiluent turbidity so that it meets the requirements of the Division of Water Quality. Show any pit dewatering basins, construction details, and calculations on the plan: N/A b) Lf'the pit is within the Central Coastal Plain Capacity Use Area, list the pet•son responsible fqr completing 'Che Divisi�n of Water. Resources, CCPCUA spread sheel and method of submission to the Resident Enbineer: N/A ` . Redamation Procedures for Borrow/�Vaste/Staging Areas for Contracted Projects 12/I I/OS 0 12 12! 1 1 /08 c) If water is to remain in the pit aft�er completion, st��te �he estimated depth of the water. (f1t � least a deplh = 4 ft.). �ndicate the ��ater table depth prior to beginning excavation and the method used to obtain this infonnation: N/A Uescribe the nroposed schediile of permanent seedinb and mulching. Detail the frequency of permanent seeding and mulching. Note thal a perinanent stand of vegetation is required prior to a final inspeclion: Once borrow operations are complete and topsoil is re-spread, the disturbed area will be permanent seeded and mulched. Repair seed & mulch will be utilized as required to ensure permanent stand of vegetation. ,:• _ � - : .. . . • - Reclamation Procedures for Borrow/Waste/Staging Areas for ContracteJ Projects 12/11/OS . . G 13 12/I 1/08. Property O�vner's Statement for Borrow Site: I hereby certify that 1 am in a�reement �vith this develo�ment, use, and reclamation plan, and any erceptions noted when approved by the Enbineer, and that I understand lhat I �vill be responsible for the site upon completion of its use in the construction of the �►•�ject. noted in the map legend. . 1 ui�derstaiid that this pla�i, �vhen approved, ��ill serve as a� guide in controlling erosion ancl sedi�i�ent in acccirdance �i�ith the Mininb nct an� the Sediment and: Pollution Control Act and as enforced by the North Carolina Departmenf of Environment and Natural Resources (UENR).` ( un.derstand that any work exceedinb the minimum iiecessaiy for compliance �vith DENR requirements, should be negotiated between the Contractor� and the Property Owner. My sibn�jture belo�v authorizes The Department of Transportation (DOT), the Department of Cnvironment and Natural Resources (UCNR) or its agents, to enter upon my property for a period of one year firom the date of tinal acceptance oi'the project for whicti this site plan is exccuted. If necessary, the DOT will be allo�ved to have the Contractor repair any areas that arc not in comp(iance with DLNR requirements. After a one ycar inspection is held, I«�ill be solely responsible for assuring diat the site is in compliance ��ith DENR regulations. I have the right Yo change the condition of the site after the final inspection and prior lo the one year Collow-u� inspection. I-Io�vever, if f make such .changes, t acknowled;e thal DO"i' is released fi•om all obligations and conditions of lhis abreeilient and 1�vill become solely responsible for the condition ot'the site beginninb on che date that [ change the tinal inspection condition. Signatures: Contractor's Representative: � f (authorized to sigi su lemental agreements/date) Owners of Record: i �, z - Z � /� (sibnature/date) �n re/ ate) . (si�nature/date) (sibnature/date) (signature/date) (sibnature/date) Resident Engineet•: • �, � ' f . �L � (si nature /date) Fxceptions: Concurrence with exceptions: " Property Owner: Contractor: " (signature/date) . (signature/date) - Attachments: Site niap with details' . Environi��ental Evaluation Cc: Reclamation Procedures for Borr•o�v/Waste/Staging Areas for Contracted E'rojects 12/I I/08 0 14 ° ;'�`;ds ��.� �:; ,..�.;. �:� €� � �� '� � `"_ � ,� � � � � �� 8 � g � �,:� g z;�� .. j ,� � �`3� t y � � "��fi � � � �� . ,» �6 [t \ � p ' �` �� . � � 4� ;�� y �. �+t �;z: �t�7 �"ty.� � t�? � 1 � �. z� � . g. 3,�'��! �� _ �c�¢� i. �� Es�L � �� .. 1 ' �* ��re�� ' � ,�'� �! t � s ��'� � �( ��y `� �. ,��,a� .rr�j►� �� '�e�` ��a ��k;��' � `^ r� r �� i�� f - K� �. � ��. 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Calculate Stormwater Runoff & Size Treatment System for Borrow Pit � CALCULATED BY: ;. ., .. . DATE: 10/30/2013 .. . Objective: - � Calculate Stormwater Runoff at proposed borrow/waste pit then select and size the appropriate � erosion control BMP's. ` Calculate Time of Concentration ( t� ) t=�L3�H�o.385�17R (Malrnml L = 525 Ft. H = 17 Ft. t� = 3.6 Minutes t� (min) = S.0 Minutes Calculate Peak Flow Rate ( Q) Impervious Area C = 0.9 i= 7.84 i n/h r A = 0 AC Q Imp - � CF$ Pervious Area C = 0.5 i = 7.84 in/hr A = 2.29 AC Q Per= 8•9768 CFS 4�orota� = 8.9768 CF$ Drainage Area =. 2.29 AC Hydraulic length of watershed Elevation change along length Minimum t� = 5 minutes Use Minimum t�: Q =CiA *Rational Coefficient - Table 1.6 NCDOT Design Manual *Rainfall Intensity - Appendix A NCDOT Design Manual Fayetteville, NC - 10yr, 5-Minute Storm Drainage Area, Impervious *Rational Coefficient - Table 1.6 NCDOT Design Manual *Rainfall Intensity - Appendix A NCDOT Design Manual Fayetteville, NC - 10yr, 5-Minute Storm Drainage Area, Pervious Select Temp. Rock Sediment Dam - TY B Basin *(NCDOT BMP Selection & Design Criteria Char1 G �A�l�i 3. - Pg. 2 Calculate Basin Design Minimums ' • Storage Volume =. 3600 CF/AC *NCDOT Guidelines Min. Capacity = � 8244 CF . � Surface Area = 435Q10 SF *NCDOT Guidelines _ Min. Surface Area = 3904.908 SF � Size Selected BMP Basin Top Dimensions * Bottom Dimensions , Length: 90 Ft Length: 7g Width: 45 Ft Width: 33 Depth: 3 Ft (At Weir) * Min 2:1 (L:W) Ratio Side Slopes: 2 :1 (H:V) SURFACE AREA = 4050 SF Basin Size is: Good RETENTION VOLUME = 9864 Basin Volume is: Good Size outlet Weir Width of Weir: 8 Ft * NCDOT Design Manual COMPiETED STURMWATER BASiiV D�SlGN Basin Size: 90Ft x 45Ft x 3Ft , Basin Drainage Area: 2.29 AC Width of Weir: 8 FT s :. �. : . .. , , , , .. . . PROJECT: NCDOT- Bridge #59 �� DESCRIPTION: Bridge # 59 SUBJECT/ TASK: Calculate Stormwater Runoff & Size Treatment System for Borrow Pit CALCULATED BY: „ , .: DATE; . . ,' 10/30/2013.. , ; . : , ' ObjectiVe: , .. , _ Calculate Stormwater Runoff at proposed borrow/waste pit then select and size the appropriate : . erosion control BMP's. • . _ Calculate Time of Concentration ( t� ) L= H = t� _ t� (min) _ 500 Ft. 19 Ft. 3.3 Minutes 5.0 Minutes Calculate Peak Flow Rate ( Q) Impervious Area C = 0.9 i = 7.84 in/hr A = 0 AC Q �mp = 0 CFS Pervious Area � I. t = �L3/Hlo.3ss/1�R (Malrnml Hydraulic length of watershed Elevation change along length Minimum t� = 5 minutes Use Minimum t�: Q =CiA *Rational Coefficient - Table 1.6 NCDOT Design Manual *Rainfall Intensity - Appendix A NCDOT Design Manual Fayetteville, NC- 10yr, 5-IVlinute Storm Drainage Area, Impervious C= . 0.5 *Rational Coefficient - Table 1.6 NCDOT Design Manual *Rainfall Intensity - Appendix A NCDOT Design Manual i = 7.84 in/hr _. Fayetteville, NC- 10yr, 5-Minute Storm A= 2.36 AC Drainage Area, Pervious . Q Per= 9.2512 CFS . Q�o Tota� _ '. 9.2512 CFS . «, .. .,. ' ; Drainage Area = . 2.36 AC � : Select Temp. Rock Sediment Dam - TY B Basin *(NCDOT BMP Selection & Design Criteria Chart) . ' � . . _ • .. �4�i�i 2 - Pg. 2 Calculate Basin Design Minimums Storage Volume = 3600 CF/AC *NCDOT Guidelines Min. Capacity = 8496 CF . Surface Area = 435q10 SF *NCDOT Guidelines Min. Surface Area = 4024.272 SF , Size Selected BMP Basin Top Dimensions * Length: 90 Ft Width: 45 Ft Depth: 3 Ft (At Weir) Side Slopes: 2 :1 (H:V) SURFACE AREA = 4050 SF RETENTION VOLUME = 9864 Size outlet Weir Width of Weir: 8 Ft COIVIFLETED STORMWATER BASI�i DESIGN Bottom Dimensions Length: 78 Width: 33 * Min 2:1 (L:W) Ratio Basin Size is: Good Basin Volume is: Good * NCDOT Design Manual Basin Size: 90Ft x 45Ft x 3Ft Basin Drainage Area: 2.36 AC Width of Weir: 8 FT ' . - � - � . . - . p � " . . . . .�:.,i. ...' . . ' .. . . � PROJECT: NCDOT- Bridge #59 �',-�S1iV 3 DESCRIPTION: Bridge # 59 SUBJECT / TASK: Calculate Stormwater Runoff & Size Treatment System for Borrow Pit CALCULATED BY:,, � DATE: - . 10/30/2013 Objective:` �� Calculate Stormwater Runoff at proposed borrow/waste pit then select and size the appropriate erosion control BMP's. Calculate Time of Concentration ( t� ) L = 672 Ft. H = 20 Ft. t� = 4.5 Minutes t� (min) = 5.0 Minutes l,alculate F'eaK Flow Kate ( Q) impervious Area C = 0.9 i = 7.84 in/hr A = 0 AC Q Imp - � CFS Pervious Area C = 0.5 ' i = 7.84 in/hr A = 2.31 AC ` 4Per=-' 9.0552 CFS Qio rota� ° 9.0552 CFS t� _ ��s�H�o.ass�128 (Malcoml Hydraulic length of watershed Elevation change along length Minimum t� = 5 minutes Use Minimum t�: • • - *Rational Coefficient - Table 1.6 NCDOT Design Manual *Rainfall Intensity - Appendix A NCDOT Design Manual Fayetteville, NC - 10yr, 5-Minute Storm Drainage Area, Impervious *Rational Coefficient - Table 1.6 NCDOT Design Manual *Rainfall Intensity - Appendix A NCDOT Design Manual Fayetteviile, NC - 10yr, 5-Minute Storm Drainage Area, Pervious Drainage Area = 2.31 AC Select Temp, Rock Sediment Dam - TY B Basin , *(NCDOT BMP Selection & Design Criteria Chart) ' � � B;�S 3 f�1 3- Pg. 2 Calculate Basin Design Minimums -; Storage Volume = 3600 CF/AG *NCDOT Guidelines . .Min. Capacity = 8316 CF. � : . � ' Surface Area = '. 435Qio SF � '4�.*NCDOT Guidelines Min. Surface Area =. 3939.012 SF ; Size Selected BMP Basin Top Dimensions * Length: 90 Ft Width: 45 Ft ' Depth: 3 Ft (At Weir) Side Slopes: 2 :1 (H:V) SURFACE AREA = 4050 SF RETENTION VOLUME = 9864 Bottom Dimensions Length: 78 Width: 33 * Min 2:1 (L:W) Ratio Basin Size is: Good Basin Volume is: Good � . Size outlet Weir Width of Weir: 8 Ft * NCDOT Design Manual COIVMPLETED STORAJIWATER BASIN DfSIGN - Basin Size: 90Ft x 45Ft x 3Ft � . Basin Drainage Area: 2.31 AC Width of Weir: 8 FT ; • ,.. � � . PROJECT: NCDOT - Bridge #59 �� 4 DESCRIPTION: Bridge # 59 , _ SUE3JECT/ TASK: Calculate Stormwater Runoff & Size Treatment System for Borrow Pit � CALCULATED BY: ; � , � ;. :. . • . . , DATE . _ : 10 30 2013 ' � - / / , , _ � Objective:� . • . ,. � , - Calculate Stormwater Runoff at proposed borrow/waste pit then select and size the appropriate. � � _ erosion control BMP's. � Calculate Time of Concentration ( t� ) t� _��3�H�o.3ss�128 (Malcom) L= 847 Ft. Hydraulic length of watershed H= 28 Ft. Elevation change along length t� = 5.2 Minutes Minimum t� = 5 minutes t� (min) = 5.0 Minutes Use Minimum t�: �a�cuiaie reaK r-iow Kate ( q) Impervious Area C = 0.9 i = - 7.84 in/hr A = 0 AC Q �mp = 0 CFS Pervious Area . C = 0.5 i = 7.84 in/hr A = 4.09 AC . 4 Per= 16.0328 CFS Q�o Tota� = 16.0328 CFS Drainage Area = , 4.09 AC Q =CiA *Rational Coefficient - Table 1.6 NCDOT Design Manual *Rainfall Intensity - Appendix A NCDOT Design Manual Fayetteville, NC - 10yr, S-Minute Storm Drainage Area, Impervious *Rational Coefficient - Table 1.6 NCDOT Design Manual *Ftainfall Intensity - Appendix A NCDOT Design Manual Fayetteville, NC -, 10yr, 5-IVlinute Storm Drainage Area, Pervious Select Temp. Rock Sediment Dam - TY B�Basin *(NCDOT BMP Selection & Design Criteria Chart o - 8�1S9;'� 4 - Pg. 2 � Calculate Basin Design Minimums Storage Volume = 3600 CF/AC : *NCDOT Guidelines . ,. Min. Capacity ; 14724.CF ` 1 � _ Surface Area = ;,, ' 435Q10 SF . " . *NCDOT Guidelines . � Min. Surface Area = 6974.268 SF ° ' . � Size Selected BMP Basin Top Dimensions * Length: 120 Ft Width: 60 Ft Depth: 3 Ft (At Weir) Side Slopes: 2 :1 (H:V) SURFACE AREA = 7200 SF , RETENTION VOLUME = 18504 Bottom Dimensions Length: 108 Width: 48 * Min 2:1 (L:W) Ratio Basin Size is: Good Basin Volume is: Good Size outlet Weir Width of Weir: 12 Ft * NCDOT Design Manua� C�MPLETED STORMLVATER BASIN i3ESIGN Basin Size: 120Ft x 60Ft x 3Ft Basin Drainage Area: 4.09 AC Width of Weir: 12 FT STABILIZATION REQUIREMENTS• " . �- Stabilization for this project shall comply with the time frame guidelines as specified by the , NCG-O 10000 general construction permit effective. Au�ust 3, 2011 issued by tlie North Carolina � Department of Environment and Natural Resources Division of, Water� Quality. : Temporary. or �� _ ,. � permanent ground cover stabilization shall occur �within 7 calendar. days from the last land- , disturbing activity, with the following exceptions in�which temporary or permanent ground cover � _ : shall be provided in 14 calendar days from the last land-disturbing actiyity: - . o� Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less � � � Slopes 3:1 or flatter, with a slope of length of 50 ft. or less ', , � . Slopes 4:1 or flatter The stabilization timeframe for High Quality Water (HQV� Zones shall be 7 calendar days with no exceptions for slope grades or lengths. High Quality Water Zones (HQ� Zones are deiuled by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent • ground cover stabilization shall be achieved in accordance with the provisions in this contract and as directed. - SEEDING AND MULCHING: (East) The kinds of seed aild fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be as stated beiow. During periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in pounds per acre. All Roadway Areas March 1 - August 31 50# Tall Fescue 10# Centipede 25# Bermudagrass (hulled) 500# Fertilizer 4000# Limestone September 1 - February 28 50# Tall Fescue 10# Centipede 35# Bermudagrass (unhulled) 500# Fertilizer 4000# Limestone Waste and Borrow Locations March 1— August 31 September 1- February 28 75# Tall Fescue 75# Tall Fescue 25# Bermudagrass (hulled) 35# Bermudagrass (unhulled) 500# Fertilizer 500# Fertilizer 4000# Limestone 4000# Limestone Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudab ass only upon Engineer's request. 0 Approved Tall Fescue Cultivars a 2na IVlillennium Duster . � . Magellan Avenger Endeavor Masterpiece Barlexas Escalade . Matador �. Barlexas II Falcon II, III; IV & V Matadoi^ GT Barrera � Fidelity ' Ivlille"nnium . . Barrington Finesse II ' `- . Ivlontauk : Biltmore Firebird Mus`tang.3 Bingo Focus •� Olympic Gold Bravo Grande II Padre Cayenne Greenkeeper Paraiso Chapel Hill Greystone Picasso Chesapeake Inferno Piedmont Constitution Justice Pure Gold Chipper Jaguar 3 Prospect Coronado Kalahari Quest Coyote Kentucky 3 T Rebel Exeda Davinci Kitty Hawk Rebel Sentry Dynasty Kitty Hawk 2000 Regiment II Dominion Lexington Rembrandt Renditioii Scoipion � � Shelby ' Signia Silverstar . Souther•n Choice II Stetson Tarheel Titan Ltd Titanium ` Tomahawk Tacer Trooper Turbo Ultimate Watchdog Wolfpack On cut and filZ;:-slopes 2:1 or steeper Centipede shall be applied at tHe rate of 5 pounds per ;;cre and add 20# of Sericea Lespedeza from January 1- December 31. . Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a 10-20-20 analysis and as directed. TEMPORARY SEEDING: Fertilizer shall be the same analysis as specified for Seeding and Marlching and applied at the rate of 400 pounds and seeded at the rate of 50 pounds per acre. Sweet Sudan Grass, German Millet or Browntop Millet shall be used in summer months and Rye Grain during the remainder of the year. The Engineer will determine the exact dates for using each kind of seed. FERTILIZER TOPDRESSING: Fertilizer used for topdressing on all roadway areas except slopes 2:1 and steeper shall be 10-20= 20 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant food as 10-20-20 analysis and as directed. Fertilizer used for topdressing on slopes 2:1 and steeper and waste and borrow areas shall be 16- 8-8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of fertilizer may be used provided the 2-1-1. ratio.is maintained and the rate of application adjusted to provide the same amount of plant food as 16-8-8 analysis and as directed: 0 �, ,. _ SUPPLEMENTAL SEEDING: .. T11e kirids of seed and proportioiis shall be the same as specified for See�ling aj�d Mulching, with : the exception that no centipede seed_will be used.in tlie seed mix foi supplemental seeding. The � : rate of application for supplemental seeding may yary, from 25# to 75# per acre: The actual rate � per acre will be determined prior to the time of topdressing and tlie Contractor will be notified in writing of the rate per acre, total quantity needed, and areas on which to apply the supplemental seed. Minimum tillage equipment, consisting of �a sod seeder shall be used for incorporatinb .. seed into the soil as to prevent disturbance of existing vegetation. A clodbuster (ball and chain) may be used where degree of slope prevents the use of a sod seeder. _ MOWING: The minimum mowing height on this project shall be 4 inches. � � . Prv�e�rty �wn+ers Sta�t�em�ent �: u]I S,iza xb'��i3��J� �rt E?ec]ani2tic�n ;�ack2�er iro�e7t}� �07s'oer s Siatemio[ fo[ Bi,aotis 5ne� �� j:ti�'.�^r C"a^.'�+' _'1J:1 1 L. 2�ti^"k1. A_C �t: _:i'C.J7L'SiG:. `_:i..}'r2j :i'_S!1.'::CL F_1C. !�G= :.r_� as.c �an� a��r_i. �i�� •:_ec.e� o:• cha =r.�=«_. :ac 1_.t : ua:e:s?ici 4:at i�•c! ba _=:c�i�;te t�ar �t: ::re ��a��;C1:'cGC1 OI tT.: 'Ji? u_2e rac:�ri:caa�� ct :�e F:o�=:t �c;a� � ._:: c..7F L•_�,=. : unc•_::�c� r�c ::i: F:�r. o�cc ��%c�_d. s�'_�1 --c�a: �a��. i_ ceecolr _a:i•ac ��:::-ir_,_�: i: :_:crc�c_a n1:�� :Le iici�z ?l.:: iri tF:e teiuec- ;:rt Pci-�r.ica ��o«cl SC:. aGj :lE _'t',SC?� :�}' i1'F_ `2c:-h {z_a'ya L'e?u3ar� a: cc:•corsar.t Sci �:a;s�-...1 E::a�.�: ;C��lF`.`,. 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' / � // C'acr-.::ac': ��= _ :cr_ _-: a�•t" �te:;=,su;.�Cle=_--r a'a=e�e=r��i.icei ,1-�t_.a_F__a�. wG �f.1/ �Li('7/� /A.�� 'J -u r,,�z_:,:�>_: :t,-�, I(>i�_-a�i�-�;� ;>i_c:?x�.:ii;.;, E:i:7�i�' �3'}Lti�� . i I , �Z/� Ll � . i;t�fil? ��.dC?I � E .c:F_-a;, - �'cc:u.: �u =_ ��iri. s�:c ep� c�s: . Ytc;?^: Ja�:: ;:�af�:c•5:: . z:izv!L�.:.:�; i.:ig�.nsca�-iaca�� :4CG�i...:L'�r?'�t3: ili?: T: � a" i~ G=iB:l? . . �: cars.yc�t E ��_aaci��c ti�: .. _ .:. . , . ,. ?-,�u-a .r�.a.,,�u._ r�.r1..r.�.k�k � -:a:u.::�� .� .z�n- ,i,.:s1a �.r.x�..� .�. .�. . -.. `_� T'r�e �ra�rert,: iin?s ar,e not �,��, ithin th? vie��•�; of of th is �iaz. Th� closa_st �rop�rty° lin� -is grr_��tcr than �,CCL' frorn pi: lirnit�. Hdd�t�on�??y, �here ar� nu streams! �.�tetlands cr other t�a_K.�r?s to note �;+lit�-�in the st�udieU ti�icinitp� of ihis pit. ldOTE: 'fhis Eorro�.+.� c�it I� LOC�t+�i! in a Hig(-� Ct�aaiity':`�aterC,rea iV OTE5: • ki� Bas�n� t� lncl�:ade Coir Fi��r Baffles. • f1�9 Ba51(1-�i00.P_i t0 fJP_ 2�1 (H;�'} Gi FIatCP_I'� • T�mp. Sa�t �itches to be utilized to direct f�4��w ta �a�ir�s. • Tecnp. �i�,Frsions to �� utiliied -o dlrec�toff s�t� n:�n�off a�,:ay frorn iimits cf 6orrotti/t��ast� pit. .�1ap� of al1'emp. O��ersions & Silt Ditches to ke?:�;�I:�p �rrla:ter. • Tecnp. Rock 5itt Cr�edc T;rpe B's to b� usFd as needa_c in TSD'S &TD's. '•�tagP Seeda'n� 3� h9�1ch9na�to �e uti�ized as neede�: • iG' F.�in. SPtbac4c frorn �ro�eriy Line tc LG� i�r�e. • Topso�l is to bP stocked, temp, stag? sPe�?d and _ proteciPd bv silt f=_ncP. • �iite Fnce &S�?cial Sedirnpn: �enc�?(�j a�E �o ba �a�Fd . ss recess��ry al�ng outa_r lim7:s_of Borro:al;�'.��'aste ��t. :� Th�s p�ircel, #e� rnamb�r CG,GG,� �� G is not locat?d �,��;itP�ir ir�e 20t7 �year .=lood�i�in. =•�`;� 3i�� ;:. . �. Haul Road out to Glendon Cartha�e Road •utilize Construction Entrance(s) as Necessary �•Ensure proper sight distance at end of Haul Road �_t�: i'': r : r: ,z � � �.'-' F-s �'%� `� ��n :. �: � � . . __ � �� : , z�..,�, �.� �_ ..._., �;w..:,,,.. ..u,r... � ... - .�. . , . . a .:- .,�_ ,N ..,_ti .� _.. �,.,..Y.„ � r ,� • t � �� ..tti ..`{;; t .l_3:t,� B Tcn��. Diwcrsion: ��.-�-„» �j `��i ;� , �_..:,��• II � r�;,,o. s��t o,t�h: —�,TSD � s�i��,�e�n_� easiEv: (�) ��' 1��:� F .� � ��: �,� �,..-�� Con[ractcr: , LeeCensvuctacn � ?rn,�Prty n�r•rn�r: Inrdan Tirnharianrl;, inc. C�unty: �Lloor� Projntt: Exprc:s �c<ig � 3ui!d �iv. S Dridge t?eplac?:n?n;s Contract No.: C2G�9�3 - Tip NO.: � � - �. � W55 tle!'nent: L�P.S.H.7f Pianc PrP�ararJ R��' <PVin Tnr,mas � � !evallll.flf_a_�t.iVo.t 31A7 . Dat_ ?repared: 1�; 3Cj?6t3 Scale: " 1�: = 100� SKlMlb3ERB�'lSi1V ?i 4 Basin Size� Basin OrainageArp�; 5{�mrner S ize: ur�face RaGiu;: �Utf�GN/ Bdi'I'2i: �p�il�r�ra�y��Vidt:�; � S KII'r1N7 ER EASIiV ?# 2 g2sirt Size: Rasin flrainaEa Araa: SkimrnFr Site: or�f�ce Radius: Outfluvv �atrel: Spall�,vay 4Vidth� SKI(41MER BASitV !# 3 Basin Si�e: RaSin �r:�ina�gP Araa S�imrner Size; UrrfacP ttadius Oulfluvv Bar iel; �pslivray 4Vidth; SI(IMMCR D�ASIN # J Basin Siz�: Basin Orainage Area� Skimrner Size, Orit�c�? Raciius: Gutfloti��i Barrel: S�all�,�vay �NicJlli: F� Cii �i: Y �Q��=f: X ��:='t 2.29 .^tiC 2.5 ik'J G.72 ie'V 4 �:U ZZ 7 �L�: t: X 3C1� t Y. _"'.:='E �_��S '�.�. 2.5 laV V.%.�J �i� 4 i�`tl 22 w T 1'lStt x �G� t r,. �: t 7.3'i AC: 1.� !k'�J u.r� i�v. 4 i��J 22 : T 1?SFt x �fii� t r, "sa=# 4.G.9 �.0 2 3�'V 0.9� i�J � ��J 37 =f. ., ,. ,. Plans Prepared By: Calculated By. . . . . Moore County Bridge Replacements � . - , , :. ... . ,- :, Date: . . , : _ � .:. � , : . _ � . _ . - � . . _ _ - . ^ . : _.�:. ;: ;_ . :_ _ .. : ...� . . . ;. . _ ,. -� .. � - _ _ -. . . - � ro t� C _- . ;� , D rawn By- . :. . , ' ,: c��te. : ,.� . � ... sion & Se�,ar�en -ontrol-_Plan��. _ � _: .,: . . - Robbins, North Caroi�na . .. ,: . . . . . . . � � � � Checked�By: _ G - - _, , , . � - �`"" Date.: Moore County . � Kevin Thomas � Revision No.: .. , .