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HomeMy WebLinkAbout20190214 Ver 1_SAW-2018-02276-PN_201903181 I 1���1 US Army Corps PUBLIC NOTICE Of Engineers Wilmington District Issue Date: March 15, 2019 Comment Deadline: April 15, 2019 Corps Action ID Number: SAW-2018-02276 The Wilmington District, Corps of Engineers (Corps) received an application from the North Carolina Department of Transportation (NCDOT) seeking Department of the Army authorization to impact waters of the U.S., associated with the proposed widening of existing I-95 to an eight-lane median divided facility on existing location from Business Route 95 (exit 56) north to Interstate 40 (exit 81) in Cumberland, Harnett, and Johnston Counties, North Carolina. Specific location information is described below. Construction plans are not attached to this Public Notice due to the large amount of pages. However, all construction plans can be found at the Wilmington District Web Site along with this Public Notice: http://www.saw.usace.army.miUMissions/Re ug latorvPermitPro ra�m.aspx If you wish to have a paper copy of this Public Notice and/or the construction plans, please contact the individual identified at the end of this Notice. Applicant: North Carolina Department of Transportation c/o Mr. James Rerko 1000 Transportation Drive Fayetteville, North Carolina 28302 AGENT (if applicable): Michael Baker International Attn: Mr. Terry Burhans 8000 Regency Parkway, Suite 600 Cary, North Carolina 27518 Authority The Corps evaluates this application and decides whether to issue, conditionally issue, or deny the proposed work pursuant to applicable procedures of the following Statutory Authorities: � Section 404 of the Clean Water Act (33 U.S.C. 1344) ❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) Version 6.15.2017 Page 1 ❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413) Location Location Description: Project Area: 26 miles Nearest Town: Fayetteville, Dunn, Benson Nearest Waterway: Cape Fear River, Black River, Neuse River River Basin: 03030004, 03030006, and 03020201 Latitude and Longitude: 35.086094 N, -78.784738 W to 35.389959 to -78.517764 W Existing Site Conditions The project corridor is located within the existing I-95 corridor and extends from Eastover in Cumberland County to north of Benson in Johnston County. The southern portion of the project through Cumberland and Harnett Counties is located in the Cape Fear River Basin and lies within Hydrologic Unit Codes (HUCs) 03030004 (Subbasin Upper Cape Fear) and 03030006 (Subbasin Black River). The northern portion of the project through Johnston County is located in the Neuse River Basin and lies within HUC 03020201 (Subbasin Upper Neuse). This project is located within the Middle Atlantic Coastal Plain eco-region. The project crosses Baker Swamp, Black River, Stony Run, Mingo Swamp, Hannah Creek, and Driving Branch as well as several unnamed tributaries to waters of the US, and multiple wetlands. Applicant's Stated Purpose The proposed project would widen I-95 to eight lanes, increasing capacity and achieving a LOS D or better along the corridor. The project would also improve interchanges to meet current AASHTO standards. The portion of I-95 between Exits 56 and 81 has the highest average annual daily traffic (AADT) along the facility with 2016 volumes reaching almost 60,000 vehicles a day in southern Johnston County. The I-95 Planning and Finance Study Environmental Assessment (2012) forecast the 2040 Level of Service (LOS) along the I-5986 portion at I-95 at LOS F without widening to eight lanes. Project Description The NCDOT is proposing to widen an approximate 26-mile portion of existing Interstate 95 to an eight-lane median-divided facility on existing location through Cumberland, Harnett and Johnston Counties, North Carolina. The proposed project begins approximately a half-mile south of SR 1832/Murphy Road (Exit 55) where 4-lane I-95 would taper to 8-lanes at Business Route 95 (Exit 56) near Fayetteville in Cumberland County and extends north through Harnett County and into Johnston County to the Interstate 40 interchange (Exit 81), north of the City of Benson. The proposed project is Version 6.15.2017 Page 2 listed in the approved 2018-2027 State Transportation Improvement Program (STIP) as Project Number I-5986 and is federally-funded. I-95 interchange improvements in Harnett County associated with this project are proposed as NCDOT STIP projects I- 5877, I- 5878, and I-5883. Based upon Final Permit Drawings for the proposed impacts to jurisdictional areas for the I-5986B - Section 1(I-5877) project combined with Preliminary Permit drawings that calculate impacts based on preliminary slope stakes plus 25 feet for the remaining phases, there would be 16.579 aces of permanent wetland impacts and 5,697 linear feet of permanent stream impacts. Below are tables which include summaries of proposed impacts for the overall I-5986 project, broken out by section: Table 1. Summary of Water Resources Impacted Total # of Total # of Buffer Rule Proposed Section Design Stage Wetlands Streams Impacts LETr.......,..,.ax* r..,.......,.a:r:r ivi�r� I-5986B- Secrion 1(I-5877) Final FY 2019 6 8 No I-5986B - Section 2 I-5878 Preliminar * FY 2021 3 4 No I-5986B - Secrion 3(I-5883) Preliminar * FY 2021 8 9 No I-5986B - Section 4(Johnston Count ) Preliminar * FY 2021 6 6 Yes I-5986A(Cumber]andCount Preliminar * FY2019 34 12 No Totals 57 39 *Preliminary impacts were determined by measuring 25' outside ofpreliminary slope stake limits. ** Features may be impacted atmore than one Permit Site Table 2. Summary of Wetland Section Design Stage Total Wetland Im act Area ac I-5986B-Section 1 I-5877 Final 1.351 I-5986B-Section2 I-5878 Preliminar * 1.811 I-5986B-Section3 (I-5883) Preliminar * 0.915 I-5986B-Section4 JohnstonCount Preliminar * 2.444 I-5986A CumberlandCount Preliminar * 10.058 Totals 16.579 *Preliminary impacts were deternvned by measuring 25' outside ofpreliminary slope stake limits. Table 3. Summary of Stream Impacts Section Design Stage TotalStream i_._....�...�r, I-5986B- Section 1 (I-5877 I-5986B - Section 2 (I-5878 I-5986B-Section3 (I-5883 I-5986B - Section 4 (Johnst� I-5986A (Cumberland Coun Final 1,465 641 1,539 923 1.129 � Totals *Preliminary impacts were deternuned by measuring 25' outside ofpreliminary slo **Mitigation determination requirements are detailed below for each section. ImpactsRequiring 1.351 1.811 0.915 2.444 10.058 16.579 ImpactsRequiring Mitigation (1�** 1,208 606 1,433 859 808 4.914 The STIP I-5986 project has been combined with and will include proposed activities from three additional separate interchange improvement projects. The entire 26-mile project corridor will be broken down into five phased sections, with the corridor widening activities being combined with the interchange improvements. The phases of Version 6.15.2017 Page 3 the I-5986 project along with approximate section limits, length, and proposed construction letting are summarized in Table 4. Permit modification requests would be submitted as the final design is completed for each of the remaining sections according to the phasing dates provided below. Table 4. I-5986 Proiect Section Approximate Section Limits Approximate Construction Len�th (mil Lettin� I-5986B - Section 1(I- South of SR ll 80 (BudHawkins Road —Exit 70) to North of 5877 SR 1002 Lon BranchRoad—Exit71 I-5986B - Section 2(I- South of SR 1793 (Spring Branch Road — Exit 72) to North of 5878) US 421 (Cumberland Street— Exit 73) I-5986B - Section 3(I- South of SR 1808 (Jonesboro Road — Exit 75) to North of SR 5883 1709 Hod es Cha el Road— Exit 77 I-5986B - Section 4 North of SR 1709 (Hodges Chapel Road — Exit 77)) to I-40 (JohnstonCounry) (Exit 81) I-5986A (Cumberland I-95 Business Route (Exit 56) to South of SR 1811 (Bud County) Hawkins Road— Exit 70) Avoidance and Minimization 3.3 1.8 3.6 4 14.1 May2019 July 2020 July 2020 July 2020 May2019 The applicant provided the following information in support of efforts to avoid and/or minimize impacts to the aquatic environment: Avoidance measures were implemented to the extent possible during the planning and design phases, and minimization measures were incorporated into the project design. All jurisdictional features were delineated, field-verified, and surveyed within the study area. Proposed widening of I-95 towards the median in areas where possible has aided in reducing the project footprint and overall impact to jurisdictional resources. The designs were developed in more detail and adjusted to avoid and minimize impacts to jurisdictional areas. Project designs were reviewed during development stages by an interagency review team consisting of representatives from NCDOT, North Carolina Division of Water Resources (NCDWR), North Carolina Wildlife Resources Commission, Corps, and the applicant's consultant team. Input from parties concerned have helped develop appropriate and practicable steps to avoid and minimi�e impacts to sensitive areas. General avoidance and minimization measures implemented by the NCDOT are as follows: � NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters would be strictly enforced; • Impacts to wetlands, streams, and open waters were avoided and/or minimi�ed by adjusting alignments and slopes; � 3:1 fill slopes have been used at stream and wetland crossings to reduce impacts and to promote sheet flow since shoulder berm gutter is not used; • All storm drainage would be diffused and designed for non-erosive velocities before entering stream and wetland areas to the m�imum extent practicable; • Direct discharge of stormwater to streams has been avoided to the extent practicable; • Rip rap stabilization on banks of jurisdictional streams would be Version 6.15.2017 Page 4 implemented to prevent erosion; Minimi�ing "in stream" activities; Decreasing the footprint of the proposed project through the reduction of right-of-way widths; Utilizing natural stream channel design principles when relocating streams. Compensatory Mitigation The applicant offered the following compensatory mitigation plan to offset unavoidable functional loss to the aquatic environment: The proposed construction of I-5986 would result in una�oidable impacts to 16.579 acres of wetlands (3.741 acres of non-riparian wetlands; 12.838 acres of riparian wetlands) and 4,914 linear feet of jurisdictional stream (4,207 linear feet of perennial stream and 707 linear feet of intermittent stream) that would require mitigation. NC DOT has acquired the compensatory mitigation for unavoidable impacts from the North Carolina Department of Environmental Quality (NCDEQ) Division of Mitigation Services (DMS). Essential Fish Habitat Pursuant to the Magnuson-Stevens Fishery Conservation and Management Act, this Public Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The Corps' initial determination is that the proposed project would not effect EFH or associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine Fisheries Service. Cultural Resources Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of 33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C, the District Engineer consulted district files and records and the latest published version of the National Register of Historic Places and initially determines that: ❑ Should historic properties, or properties eligible for inclusion in the National Register, be present within the Corps' permit area; the proposed activity requiring the DA permit (the undertaking) is a type of activity that will have no potential to cause an effect to an historic properties. � No historic properties, nor properties eligible for inclusion in the National Register, are present within the Corps' permit area; therefore, there will be no historic properties affected. The Corps subsequently requests concurrence from the SHPO (or THPO). ❑ Properties ineligible for inclusion in the National Register are present within the Corps' permit area; there will be no historic properties affected by the proposed work. The Corps subsequently requests concurrence from the SHPO (or THPO). Version 6.15.2017 Page 5 ❑ Historic properties, or properties eligible for inclusion in the National Register, are present within the Corps' permit area; however, the undertaking will have no adverse effect on these historic properties. The Corps subsequently requests concurrence from the SHPO (or THPO). ❑ Historic properties, or properties eligible for inclusion in the National Register, are present within the Corps' permit area; moreover, the undertaking mav have an adverse effect on these historic properties. The Corps subsequently initiates consultation with the SHPO (or THPO). ❑ The proposed work takes place in an area known to have the potential for the presence of prehistoric and historic cultural resources; however, the area has not been formally surveyed for the presence of cultural resources. No sites eligible for inclusion in the National Register of Historic Places are known to be present in the vicinity of the proposed work. Additional work may be necessary to identify and assess any historic or prehistoric resources that may be present. The District Engineer's final eligibility and effect determination will be based upon coordination with the SHPO and/or THPO, as appropriate and required, and with full consideration given to the proposed undertaking's potential direct and indirect effects on historic properties within the Corps-indentified permit area. Endangered Species Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area, examined all information provided by the applicant and consulted the latest North Carolina Natural Heritage Database. Based on available information: ❑ The Corps determines that the proposed project would not affect federally listed endangered or threatened species or their formally designated critical habitat. � The Corps determines that the proposed project may affect federally listed endangered or threatened species or their formally designated critical habitat. The US Fish and Wildlife Service has developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with federal nexus in Divisions 1-8, which includes this project. Version 6.15.2017 Page 6 ❑ The Corps determines that the proposed project may affect federally listed endangered or threatened species or their formally designated critical habitat. Consultation has been completed for this type of activity and the effects of the proposed activity have been evaluated and/or authorized by the National Marine Fisheries Service (NMFS) in the South Atlantic Regional Biological Opinion or its associated documents, including 7(a)(2) & 7(d) analyses and Critical Habitat assessments. A copy of this public notice will be sent to the NMFS. ❑ The Corps is not aware of the presence of species listed as threatened or endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the project area. The Corps will make a final determination on the effects of the proposed project upon additional review of the project and completion of any necessary biological assessment and/or consultation with the U.S. Fish and Wildlife Service and/or National Marine Fisheries Service. Other Required Authorizations The Corps forwards this notice and all applicable application materials to the appropriate State agencies for review. NCDWR: The Corps will generally not make a final permit decision until the NCDWR issues, denies, or waives the state Certification as required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and this public notice, combined with the appropriate application fee, at the NCDWR Central Office in Raleigh constitutes initial receipt of an application for a 401 Certification. A waiver will be deemed to occur if the NCDWR fails to act on this request for certification within sixty days of receipt of a complete application. Additional information regarding the 401 Certification may be reviewed at the NCDWR Central Office, Transportation Permitting Unit, 512 North Salisbury Street, Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding the application for a 401 Certification should do so, in writing, by April 8, 2019 to: NCDWR Central Office Attention: Ms. Amy Chapman, Transportation Permitting Unit (USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-1617 Or, (physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604 North Carolina Division of Coastal Mana�ement (NCDCM): ❑ The application did not include a certification that the proposed work complies with and would be conducted in a manner that is consistent with the approved North Carolina Coastal Zone Management Program. Pursuant to 33 CFR 325.2 Version 6.15.2017 Page 7 (b)(2) the Corps cannot issue a Department of Army (DA) permit for the proposed work until the applicant submits such a certification to the Corps and the NCDCM, and the NCDCM notifies the Corps that it concurs with the applicant's consistency certification. As the application did not include the consistency certification, the Corps will request, upon receipt„ concurrence or objection from the NCDCM. � Based upon all available information, the Corps determines that this application for a Department of Army (DA) permit does not involve an activity which would affect the coastal zone, which is defined by the Coastal Zone Management (CZM) Act (16 U.S.C. § 1453). Evaluation The decision whether to issue a permit will be based on an evaluation of the probable impacts including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the discharge of dredged or fill materials in waters of the United States, the evaluation of the impact of the activity on the public interest will include application of the Environmental Protection Agency's 404(b)(1) guidelines. Commenting Information The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials, including any consolidated State Viewpoint or written position of the Governor; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Version 6.15.2017 Page 8 Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider the application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. Requests for a public hearing will be granted, unless the District Engineer determines that the issues raised are insubstantial or there is otherwise no valid interest to be served by a hearing. The Corps of Engineers, Wilmington District will receive written comments pertinent to the proposed work, as outlined above, until5pm, April 15 2019. Comments should be submitted to Ms. Liz Hair,Wilmington Regulatory Field Office„ 69 Darlington Avenue, Wilmington, North Carolina 28403 , at (910) 251-4049 or by email at sarah. e. hair@usace. army.mil. 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"�' � r � r � � �� ((���� : I � ���� � ��� � � \�` i � '�� �� ��;� ��� •' �� ' I� : �". �� �� � �i S �3 s s� ' . ' _- �_....Mn.�Hnhw+f --':F+wrcwaaeNiN�r�r _ �/S._•_ .. � Phase 4: I-5986B Section 4- SAW-2018-02276 - North of Hodges Chapel Road — Phase 5: I-5986A - SAW-2018-02276 - Cumberland County '_ _' Municipal Boundaries � :� NC County Boundaries N A Miles 0 0.5 1 2 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION I-95 WIDENING FROM EXIT 56 (I-95 BUSINESS/US 301) TO EXIT 81 (I-40). CUMBERLAND, HARNETT, AND JOHNSTON COUNTIES STIP PROJECT NO. I-5986 ATTACHMENT A: PROJECT PHASING MAP CUMBERLAND V � � � � .. � V � 0 � � � � • � � V � � O V � . � 0 � � + N 3 E L a � T m _ om N�- �. �61' —�� �-C SITE 12 SITE 11 SITE 9 p -L- YVI Jfd. CIY+/V./L Zg�Z y�y -Y12- POT Sfa. 36+74.7 ��p Z6�OJ BEGIN BRIDGE /� -Yl]- POT STA. 35+ 5� 7J � y y BEGIN BRIDG SI C� - POT ST 0+3 -L- POT Sta. 794+09.60 � BEGIN CONSTRUCTION o ff � W O d SITE 2 ° b � ' _ y�2 _� � T Fq EVILLE' w�o � SITEEo7�FE� END B ' GE � SIT� � -Y12- T STA.3 +]8± I Y22- P T Sta.77+50.00 SITE 6 BEGIN ONSTRUCTION ITE 3 _y�z_ roc sm.si+zo. SITE 5 END CONSTRUCTION SITE 4 -sRs- ror s�a. io+oa.00 BEGIN CONSTRUC�ION BEGIN TIP PRO ECT I-5986B -sae- ror sra. -L- POT Sta. 772+75.00 END CONSTRU SITE 19 SITE 13 SITE 20 SITE 14 'OT 5 a. 4+ 5.00 -Y�3- POC $ta. ONS RU I N gEGIN CONSTR L- POT Sta. 946+00.0( END CONSTRUCTION � S.� s.w, ,�E� SITE 17 3 �oEo =14 15 ✓/ p � _ 12 lE -Y24- PC 5 10+0 . 0 (� BEGIN CONS CTIO D BRIDGE \ POT SITE 10 NOTES: 1. THIS IS A COIYTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. 2. CLEARING O1Y THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD __ PERMIT DRAWING }}}���I\\YI �I(I SHEET 1 OF 70�°�° I-5986B ����� �� ��V ���� ���� II A��� 9TATE PROJ.N0. P.A.PROI.NO. ��� 9����� �� ������P��� 47532.1.3 �� �1�� CUMBERLAI�D, HARI�ETT, A1�D JOHI�ST01� CO U1�TIES LOCATI0IK: I-95 FROM SR 1811 (BUD HAWKI11lS ROAD) (EXIT 70) TO I-40 (EXIT 81). WIDE11t TO EIGHT LAIIIES. TYPE OF WORK GRADIIVG, PAVIIVG, DRAIIVAGE, SIG11tALS, CULVERTS, A111D STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT SECTION 1 END SECTION � CONSTRUCTION ITE 18 SITE 16 SITE 15 SITE 11B s� E9CRIP]'ION PE 0 � ���°,1 �P� �Z 1 �Z �� Z� 2O �V BENSON �QN LIMIT T� � SM�THajF�O -L- POT Sta.XXX+X.XX 3. THIS PROJECT IS WITHIN DU1VN AND BENSOIV MUNICIPAL BOUNDARIES. 4. DESIGN EXCEPTION REQUIRED FOR HORIZONTAL ALIGIVMENT AIYD HORIZONTAL STOPPING SIGHT DISTANCE ON SR 18I1 (BUD HAWKINS ROAD) AND SR I785 (ELM ST. EXT.). (SEE PLAN SHEETS 7, 12 FH ]3) INC�NgI�]L]E°Il°E ]�]LAN9 DO NOT USE FOR RAW ACUUISITION DOCUMENT NOT CONSIUERED FINAL UNLESS ALL SIGNATURES COMPLETED P�epo�ed in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 ADT 2020 = 58,900 ' '� Cary, NC 27518 Professional Corporation License Number: $0 2$ 0 $0 100 �Orap ADT 2040 = 75,700 LENGTH ROADWAY TIP PROJECT I 5986B = 11.865 MILES I N T E R N A T I O N A L F-,oaa �� o� ��,� K= ] % FOR DIVISION OF HIGHWAYS a�' �oo PLANS D= 55 % 2018 STANDARD SPEClFICATlONS p� o � LENGTH STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER, P.E. srcNazuRe: � 50 25 0 5o too T= 24 %* � � PROJECT ENG7NEEA � p V= 70 MPH RIGHT OF WAY DATE: ROADWAY DESIGX TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES ENGINEER �� �� PROFILE (HORIZONTAL) *(17% TTST + 7% DUALS) MAY 1, 2019 CURTIS TILLMAN, P.E. �p Qo� FUNC CLASS = PROJECT DESIGN ENG7NEER �� p����� 10 5 0 10 20 INTERSTATE LETTIIVG DATE: STEVE D. KENDALL, P.E. PROFILE (VERTICAL) STATEWIDE TIER JULY 21, 2020 NCDOT CONTACT P.E. SIGNATURE: See Sheet 1A For Index of Sheets See Sheet 1B For Conventlonol Symbols DETAIL 1 SPECIAL LATERAL 'V' DITCH �Na�o 5<ale) Na�ural � \ °� Fill Gro��d 3,-� p F�o °� Slope Min. D= ].0 F. FROM STA. 793+85 TO STA. 799+00 -L- LT FROM STA.857+00 TO STA. 872+50 -L- RT FROM STA. 891+00 TO STA. 899+10 -L- RT FROM STA. 899+15 TO STA.911+00 -L- RT FROM STA. 26+00 TO STA. 33+50 -SR9- LT FROM STA. 58+80 TO STA.74+00 -SR9- LT DETAIL 7 MEDIAN V DITCH �Hor�o s�aie� Service -L- �I-95� Rood PFOHIder sl�o�lder 3'/ � o� Po�n� FOye��' ^F�o s' FROM STA. 809+00 TO STA. 810+00 -L- LT FROM 800+00 TO STA. 804+71 -L- LT FROM STA.843+90 TO STA. 848+50 -L- LT DETAIL 12 $PECIAL LATERAL BASE DITCH �Na�to 5<al<� Notural Gro��d 3.� A�, Ne� Slope d p F\o B Min. D= 2.5 Ff. Max. d= 7.5 Ft. Type of Liner= PSRM B= 4.0 Ff. FROM $TA.10+15 TO STA.12+35 -Y12RP8- LT DETAIL 17 INLETNUTLET CHANNEL STABILIZATION 1No��o s�oiel urol G�oun G�o�nd n9'n 2eo�enile ��va�iable� xarea-i STA. 14+15 -Y13RPB- LT STA. 849+65 -L- RT m U m N � N e a � N DETAIL 23 SPECIAL CUT BASE DITCH (No��o 5<ale) Natuml � F.om Gro��d ,7.� p 3'� � � oi�<I+ I eI P° 0 slopa � Min. D= P.5 Ft. B= 3.0 Ft. FROM STA. 36+95 TO STA. 44+30 -SR7- L7 DETAIL 30 SPECIAL LATERAL BASE DITCH � No� �o Scale� NoN�al � o< Fill Ground J;� p f� he� Slope � Min. D= 2.0 Ff. B= 2A H. FROM $TA.782+50 TO $TA. 793+85 -L- LT FROM STA. 879+00 TO STA. 884+00 -L- LT FROM STA. 898+20 TO STA. 905+00 -L- LT FROM STA. 14+40 TO STA. 26+00 -SR9- LT DETAIL 36 SPECIAL LATERP.L 'V' DITCH �Noflo Scole) cu.al � 1 °� Fill �o��a a;I F�o"°` sione D Min. D=1.0 Ff. FROM STA. 10+00 TO STA. 15+00 -Y24- LT FROM STA.943+50 TO STA. 946+00 -L- RT FROM STA. 36+00 TO STA.38+50 -SR9- LT DETAIL 42 $PECIAL L4TERAL BASE DITCH ( Not ro Smle� Natural Gro�nd 3;� 3'� � ( Slope d � F`� e Geore.nla B Min. D=1.5 Ft. Mox.d=1.5 H. Type o{�iner= Class 6 Rip-Rap g- 4.0 Ft. �FROM STA.24+20 TO STA.24+50 -0RS-�RT DETAIL 2 MEDIAN V DITCH �Nof�o Scole) Seni�e F �� -L- (I-95) ood � �� pFo'Ider SAo�lder ^ � oi ro�m °�uye bF�o e� FROM STA. 836+15 TO STA. 837+00 -L- LT DETAIL 8 SPECIAL LATERAL 'V' DITCH �No��o 5<ale) NaNral � \ �� fill Ground 3.� p F� He� Slove Min. D= 1.0 F. FROM STA. 16+70 TO STA. 19+07 -SR6- LT FROM STA.38+00 TO STA. 41+15 -Y13- RT FROM STA.38+50 TO STA.41+15 -Y13- LT FROMS STA. 15+71 TO STA. 17+83 -Y13- RT FROM STA. 10+00 TO STA.11+50 -DRS- LT FROM STA. 33+50 TO STA.37+27 -DRS- LT FROM STA. 31+00 TO STA. 37+27 -DRS- RT FROM STA. 24+50 TO STA.30+50 -DRS- LT FROM STA.79+50 TO STA.21+77 -DRS- LT FROM STA. 20+00 TO STA.21+70 -DR� RT FROM $TA. 19+00 TO $TA. 19+50 -DRS- LT DETAIL 13 STANDARD BASE CHANNEL ( ry � m scoiel Noturol No�uml Ground 7,�� ry�\ Ground d � e Min. D= 2.0 F. Max.d= 2.0 Ff. �wl�e� a u< 6.0' B= 3.0 Ft. Type of Liner= PSRM STA.12+35 -Y12RP6- LT DETAIL 18 PIPE OUTLET CHANNEL STA8ILIZATION �Ho��o S�oie� Elewtloned �,oi c �en�ia c,o��e ne�F- 2 ��Varioble�d Fa �i� x��xoa - x��a-i„ STA.16+20 -Y24- RT STA. 44+30 -SR7- LT DETAIL 24 RIP RAP AT EMBANKMENT � N ��0 5<ale� No��ml � 5 c,o��d GEOTEIRILE TVPe af Liner= Class'I' Rip-Rap STA. 801+53 -L- RT STA. 38+95 -SR7- LT STA. 18+89 -Y22- RT STA.19+30 -DRS- RT DETAIL 31 BANK 8 SCOUR HOLE STA8ILIZATION �N ��0 5 ole� uraleed Elwa�ion G�u�al NONmI aund Gro��d i.s• �� Fiana, orr� E.i q o�. nole Leng�M1= b Norod CFannelBed �Variable� � a wa.- c - Kewe-i� STA. 816+17 -L- RT S7A. 898+79 -L- LT STA. 16+55 -Y24- RT DETAIL 37 SPECIAL CUT BASE DITCH �No��o Scole) NroVrol � From G nd 3.� p y.\ �e� oncM1 I e I P° siope � Min.D=3.5 Ff. B=5A FI. FROM STA.16+60 TO STA.24+00 -Y24- RT DETAIL 43 INLET /OUTLET CHANNEL BANK STABIUZATION ( No�ta Swle� a�� `*,=n� �,'° � �°, d ,o��d ��. Length=40 Ft. cnAH„n�'eo d=3.0 Ft. Esf. = 76 Tons of Class 'I' Rip-Rop Ea. STA. 20+10 -Y13- LT . � DETAIL 3 SPECIAL LATERAL 'V' DITCH (No��o Scale� No�ural � \ °� Fill G.ound J.� p F�o s� Slove Min. D = 1.5 Ft. FROM STA.10+70 TO STA.11+14 -SRb- LT FROM STA.12+00 TO STA.16+30 -SR6- LT FROM STA.22+00 TO STA. 29+00 -Y12- LT FROM STA. 23+00 TO STA. 28+20 -Y12- RT FROM STA. 11+50 TO STA.13+50 -SR7- RT FROM STA. 14+10 TO STA.21+67 -SR7- LT FROM STA 28+15 TO STA. 31+65 -SR7- LT FROM STA. 34+45 TO STA. 35+15 -SR7- LT FROM STA. 10+86 -DR9- LT TO STA. 14+00 -SRB- RT FROM STA. 10+00 TO STA. 11+50 -SRS- LT FROM STA. 14+63 TO STA. 18+00 -SRS- RT FROM STA.47+84 TO STA. 51+20 -Y12- RT FROM STA.47+25 TO STA.51+20 -Y12- LT FROM STA.19+05 TO STA.20+65 -Y13- RT FROM STA. 20+00 -Y13RPA- RT TO STA. 25+90 -Y13- LT FROM STA.20+25 TO STA. 22+00 -Y13- LT FROM STA.23+25 TO STA. 24+00 -Y13- LT FROM STA.10+35 TO STA.15+00 -Y23- LT FROM STA.17+00 TO STA.19+00 -DRS- LT DETAIL 14 RIP RP.P AT EMBANKMENT � ry � �o sco�el NaNml Graund' 1.0 Sho�lder GEOTEXTILE Type ofLiner= Closs 'B' Rip-Rap STA. 821+59 -L- LT STA. 836+10 -L- LT DETAIL 19 INLET /OUTLET CHANNEL BANK STABILIZATION (Notlo Smle) �°� w �� I��� ---�°o�� � a s Length=20 F. � jva�omejEo d=3.0 Ff. Est.= 20 Tons of Class'I' Rip-Rap Ea. STA. 10+85 -SR9- LT STA. 14+35 -SR9- LT STA. 47+21 -Y12- LT DETAIL 26 SPECIAL LATERAL 'V' DITCH (No�to 5<ale� Fill u I p'� �� Slope Ground 3') D F� �e` d Gea�enile Min. D= 1.5 F. Type of Liner= Class 'B' Rip-0.ap Max. d= 1.0 Ff. FROM STA. 835+75 TO STA.836+15 -L- RT FROM STA. 14+24 TO STA. 17+84 -Y13RPC- RT DETAIL 32 SPECIAL LP.TERAL BASE DITCH (Nofto Scale� NoNrol � o� Fill Gro�nd 3�� p E\o,�a Slope � Min. D=1.5 F. B=3.0 Ff. FROM STA.11+00 TO $TA.12+50 -SR9- LT DETAIL 38 SPECIAL CUT BASE DITCH ( No� �o Scole� N ou.al Fron� Gr nd 3.� p �.� �e< o��cA I e I P° siove � Min. D=2.5 Ft. B=2.0 Ff. FROM STA.24+00 TO STA. 33+00 -Y24- RT DETAIL 44 INLET /OUTLET CHANNEL BANK STABILIZATION (Not�a Swle� .o�� 4 nNe �� �,G d ,o�� Length=40 F. cH'NkH�1eo d=3.0 Fr. Esf.= 95 Tons of Class 'I' Rip-Rop Ea. STA. 20+60 -Y13- RT DETAIL 4 STANDARD 'V' DITCH (Nw�o Scde) Nafural � NaNral Ground 3,� ,,.� Ground D Min. D = 1.5 Ft. S7A. 795+90 -L- LT STA. 10+86 -DR9- RT & LT STA. 10+00 -SRS- LT FROM STA.13+50 TO STA.16+61 -SR7- RT STA. 24+75 -Y12- RT DETAIL 9 SPECIAL LATERAL BASE DITCH � No� m s�aie� NONroI � o� Fill Ground 3.� p AF��e< Slope � Min. D= 2.5 F. B= 4.0 F. FROM STA.801+53 TO STA.805+50 -L- RT DETAIL 15 STANDARD BASE CHANNEL (No�ro S�ole� Gru.ai �,ai ound �?�� �y�� Gnund d � Only place rip rap B Min. �=3.0 Ft. channel where inidca�ed on plans. Mox.d=3.0 F. B=4.0 F. Type of Liner= Class 'I' Rip-Rap STA. 793+85 -L- RT STA. 875+60 -L- RT STA. 875+60 -L- LT DETAIL 20 PIPE OUTLET CHANNEL STABILIZATION (Ho��o S�oie� Elewr�anetl ��i c �a ��ia c•o��a n9�M1= IO Cl�onable�d oe �r o�.,-f a�r x�i.xov - xarod-i� STA. 46+45 -Y12- RT STA. 14+10 -SR9- RT STA. 23+16 -Y13- RT DETAIL 27 SPECIAL LATERAL BASE DITCH (No��o Scale� G�au�d 3.� p AF;�e� Slope � Min. D= 1.5 H. B= 2.0 Ft. FROM STA. 15+57 TO STA. U+70 -Y12LPD- RT FROM STA. 44+23 TO STA. 44+90 -Y12- LT DETAIL 33 LATERAL BASE CHANNEL �No��o Scole) �Na�ural G.ound 3�� p 3�� �SF�. Fill Slope � e � Min. D=3.0 F. I•�'� B=4.0 Ft. 6=5.0 F. FROM STA. 16+53 TO STA. 20+00 -Y13- LT DETAIL 39 STANDARD 'V' DITCH ( Not lo Scale) ur I NONr I Ground 3.� 3.\ Ground D d Min. D= 1.5 F. Type of Liner= PSRM Mox. d= 1.5 Ft. FROM STA. 10+07 TO STA. 10+15 -Y12RP6- LT DETAIL 45 SPEQAL LATERAL 'V' DITCH �Not�o Scole) 1'� �e� Fill No�uml Fjo'�a F�� Slope G.o�nd he� � p p�m r(rom and ba<k zlopez wnh Closs B Rip Rap crem<.ri, M'in. D= 1.5 Ft. FROM STA.12+60 TO STA.14+70 -DRS- LT FROM STA.14+95 TO STA.17+00 -DRS- LT PERMIT DRAWING SHEET 2 F 7 DETAIL 5 DETAIL 6 SPECIAL LATERAL BASE DITCH SPECIAL L4TERAL 'V' DITCH � No� �o scale) � Hm+o 5mle) Nafural � a� Fill Ground 3- p�' Slope NoNrolGround � \�� Fill ./ D F\ He� p�. or SeMce xoad 3;� p F� �s� Slope � Min. D= ].5 Ft. B= SA F. Min. D = 1.5 F. FROM STA. 834+50 TO STA. 835+75 -L- RT FROM STA. 810+00 TO STA. 815+50 -L- LT FROM STA. 816+00 TO STA. 816+17 -L- LT FROM STA. 819+50 TO STA. 820+20 -L- LT FROM STA.836+15 TO STA. 839+00 -L- RT FROM STA.855+50 TO STA. 857+00 -L- LT FROM STA.862+90 TO STA. 867+00 -L- LT FROM STA.874+00 TO STA. 876+00 -L- RT FROM STA.885+50 TO STA. 886+50 -L- LT DETAIL 10 FROM STA.885+00 TO STA. 886+00 -L- RT STANDARD BASE DITCH FROM STA.905+00 TO STA. 907+00 -L- LT �Na�„ s�aie� FROM STA. 907+00 TO STA. 911+00 -L- LT FROM STA.928+50 TO STA. 946+00 -L- LT Hm�ral Ha�ural FROM STA.939+40 TO STA. 941+00 -L- RT �.���a 3� D ,�,� �,e,,,,d FROM STA. 39+50 TO STA.44+23 -Y12- LT FROM STA. 15+10 TO STA.17+00 -Y72RPB- RT FROM STA. 12+35 TO STA. 16+50 -Y12RPB- LT Min. D= 2.5 F. � FROM STA. 826+00 TO STA. 829+50 -L- RT e= a.o F�. FROM STA.16+00 TO STA.16+90 -Y12LPD- LT STA. 794+10 -L- RT FROM STA.11+11 TO STA.15+57 -V12LPD- RT FROM STA.21+50 -V73RPA- LT TO STA. 29+85 -Y13- LT S7A. SO1+25 -L- RT FROM STA. 15+60 TO STA. 16+50 -Y13RPB- RT STA. 836+15 -L- LT FROM STA. 12+91 TO STA. 14+49 -Y13RPB- LT FROM STA.18+70 to 20+70 -Y12LP8- RT FROM STA. 14+56 TO STA.15+17 -Y13RPB- LT FROM STA. 10+65 TO STA. 12+50 -SR9- RT FROM STA. 14+80 TO STA. 25+00 -SR9- RT FROM STA.28+50 TO STA.31+50 -SR9- RT FROM STA. 33+50 TO STA.36+00 -SR9- LT DETAIL 16 FROM STA. 39+40 TO STA.49+00 -SR9- LT FROM STA. 50+00 TO STA. 58+75 -SR9- LT STANDARD BASE CHANNEL FROM STA. 10+00 TO STA. 16+50 -Y24- RT �Hwio s�ola� FROM STA. 33+00 TO STA. 39+00 -Y24- RT �.oi u.ai FROM STA. 41+00 TO STA. 49+50 -Y24- LT Ground 3.� .j�� G�ound d � Only place rip rap B Min. D=4.0 Ft. ' cl�onnelwhere inidcated on plans. Max.d=4.0 F. B=6.0 Ff. Type of liner= Class'I' Rip-Rap FROM STA. 855+55 TO STA. 857+25 -L- RT FROM STA.858+90 TO STA. 859+50 -L- LT DETAIL 21 INLET/OUTLEf CHANNEL BANK STABILIZATION � No110 Scale) Inlef L=60 Pt.c ro � �``� a rou^d Outlet L=30 d=3.0 F. ��iie�9n.�eo Est.= 114 Tons of Class 'I' Rip-Rap (INLET) Est.= 57 Tons (OUTLET) STA. 22+20 -DRS- LT STA. 22+30 -DRS- RT DETAIL 22 SPECIAL CUT DITCH �No��o Smla� FDro<� �ti � � °�a� sova c,o��d ?.� D 3F\o Min. D= 7.5 Ft. FROM STA. 37+65 TO STA. 38+95 -SR7- LT FROM STA. 44+65 TO STA. 48+90 -SRJ- LT DETAIL 28 SPECIAL LATERAL 'V' DITCH (No��o Scale� FIII �� � 3.� °� siona c o��d 3:) p P° ei d GeoteMile Min. D= 1.5 Ft. TYPe of Liner= Clau '6' ki�RaP Max. d= 1.5 F. FROM STA.29+00 TO STA. 30+00 -Y12- LT FROM STA.11+50 TO STA. 14+10 -SR7- LT DETAIL 34 SPECIAL LATERAL 'V' DITCH (N rw Smle) Sarvica Raod � � °� Fill Fo'1 o p �� 1\e� SIoPe � e� Min. D=2.5 F. FROM STA. 911+00 TO STA.914+50 -L- LT FROM STA.915+50 TO STA. 921+00 -L- LT DETAIL 40 PIPE Ol1TLET CHANNEL STABILIZATION � No� ro Scale) Na�ural BM Elwa��o� NoNwl Gro��d Gro�nd t.o' Geo�eMile cna��aieaa - Iva,�aeie� eoi u�eo r� STA.14+60 �-SR8- LT DETAIL 46 SPECIAL LATERAL BASE DITCH � No� �a scole) Nafural 5�1 °� Fill Ground 3;� p �\ ne� Slope � Min. D= 3A Ft. B= 4A F. FROM STA.20+40 TO STA. 20+73 -Y22- RT DETAIL 29 SPECIAL L4TERAL BASE DITCH (No��o Scole� c�o��d ,;.� p F\ �e� siope � Min. D= 2.5 Ft. B= 4.0 H. FROM STA.10+50 TO STA.11+50 -SR7- LT DETAIL 35 STANDARD BASE DITCH �N rto Scole� NONrcI No�uml Ground 3,� D ,�.� Ground Min. D=2.0 F. � 8=2.0 F. STA. 939+40 -L- RT � DETAIL 41 PIPE OUTLET CHANNEL STABILIZATION (Na��o Scole) NaiuralBed Elewfion urol Nm�ral G.o��d Gro�nd 1.5' Geo�ex�ile cna��eieea - rvo„ae�e� evea_i� STA. 24+23 -DRS- RT PROJECT REFERENCE NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 02 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � 6 , � � l0' BST SHLDR � � � � 3 � � � � � s a +� m E BEGIN CONST RUCT lON —SR6 — POT STAe l0 f70e00 DENOTES EXCAVATION IN WETLAND F F DENOTES FILL IN WETLAND � � 0 + � � SITE 2 EXCAVATION � ��` '� ` �- _ '— _ _ � ------- WOOD�__-------�— -� ,� �� � �< � �� r� � �� � �� < -- �=�� l 95 SBL 24' BST � ,�' E WETLAND WD —L — � �-----__ PERMIT DRAWING SHEET 5 OF 70 PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � dNc�a���.� � ��.�Ns DO NOT USE FOR 8 W ACpUISITION � 12.5' 6.25' O 12.5' 25' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MichaelBakerEngineering,Inc. Sl1NGATEDESIGNGROIIP,PA. SCALE: 1"=25, \ � s°°��az"a'"" � N��,�� � PUE �� �UE ' � � ' �� � � �� � � � RADE T DRAI N � � � � , � , � i � __-- � � �� � � - 1. , , �- , , � o '� \, • ���� \�',\\___` � __ � � ��,, —'--- _� -SR6 - � � ' - -� - _ _ _ _ GRAV E� � � MON r — — � �_� < F � � ��—������������� �������� �i n�� �i ii n� � 6 � � � � � � � � � // ♦ // � �v�' �� -��r, ��� �� � �� oo�� o � � 3 � � � � s a � E SITE 3 ------- --�—� � GRADE TO DRAIN � -- - - S - -� � J JS � � O o � � O � STREAM SC 48" W _ , \\ � �S W, TEMP IMPACTS IN SURFACE WATER w 0 J� PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������' �' �d.�N� DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. Pl�O=�11141 ... aeye��yw�r �i� m„o.Es��.a�xa�.o oo�o�'` _� < ' og g � a � � � � � � �--------�—�--- \ � �A� � � � SITE 1 � STREAM SI IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING SOO fOO -L - SOl fOO -L - SHEET 6 OF 70 � m N � � � a � � m a � � E a � s o�s NN+' �Q � O�N �.'.m O 5 70 PROJ. REFERENCE NO. SHEET NO. PERMIT DRAWI � �-59868 x—� z 160 �50 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 S� T F T� 110 120 130 140 150 �60 M M N N O O � �� -- 0.025 0.025 �� 0.025 0.025 I 150 ��__---- 4.� /� ------- _�— ------- ��� 5.90:1 �-�--- -----.� ��------ ------- _ 140 , 144.00 148•18 \ �40 797 + 00.00 � - � 130 Ip �i 730 0 SITE 2 Z z g -- - g I , , - - - ,bo 3 3 i I ,bo I WETLAND WD M M i5o - FILL IN WETLAND o.o2s o.025 �� 0.025 --- o.ozs �50 Q.� _/ ----- _—_ �� 5.96:7 ------�— -- �:1-- ----- � 140 143.84 148.33 _------ ------ \ 140 � 796 + 50.00 \ - � / 130 Ip . �I . _ _ 130 g g � ' i � � � � � ,bo 3 3 ,bo WETLAND WD � � i5o � FILL IN WETLAND o.025 o.o2s �� 0.025 --- OA25 �50 Q:i � ----- -- -- � s.bs:� ------�----�:�---- ----� ��� — — — — — — — — — — — — — — 143.70 148.69 � 140 � I I � 796 + 06.01 - - \- J 140 130 Ip �I 130 SITE 2 g � g , W � ibo 3 I 3 ibo I I WETLAND WD � � 150 �� � FILL IN WETLAND � 0.025 0.025 �� 0.025 --- 0.025 150 ------L—_ 4:1 ��� ----- __ -- �_ 5.67:1 --�.'i---- --- �� 140 143.68 148.64 _------ -------� 140 796 + 00.00 \ - J 130 130 i i I I I 160 160 � � M M . . . . . . . . . . O O , . , . , , . 0.025 0.025 � ^ 0.025 0.025 150 _____ ____ 150 -----------3-y--- A_1 ---� --- — �� 5.63:1 � — — — — — — 143.52 148.43 � \_��40 140 795 + 50.00 I I I I I 130 _ �, � , _, , � � . � � 130 —L— 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING SHEET 9 OF 70 PERMIT DRAWING SHEET 10 OF 70 � � � � � � � � � � > � � m � � 3 E Sl2 fOO -L - S1.3 fOO -L - PERMIT DRAWING SHEET 11 OF 70 / I V U " " ' �� � � � � ���� � � � ����� � � ��� 4� R�T �Hi nR � � PROJECT REFERENCE NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL � — UNLESS ALL SIGNATURES COMPLETED O I I - MichaelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � � s�°°so�z"a""" � N � N��i��x'F'-,a� l 95 /V BL 24' BST �� ro I I -� l0' BST SHLDR �' �� r �� lJ I I � ��. _ �'� ir � � �� 48' WIII�III�/ SB � �-�,_ ���� � -�� � �� �-��� � X X � u. � TE 4 � � � � � F F DENOTES FILL IN WETLAND * '� � � DENOTES MECHANIZED � � �� � � � CLEARING � � F � � �� . Q�i�i� � .� �������� � � �,o�� �P� $ 12.5' 6.25' 0 12.5' 25' SCALE: 1"= 25' 8/5 �00 -L - 8/6 f00 -L - PERMIT DRAWING SHEET 12 OF 70 PROJECT REFERENCE NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER FINAL PLETED � � � � � >" 0 � � s a +� m E 00000� � m N � � � � a �. � 0 a ., � E a � s o�s NN+' �Q � O�N �.'.m O 5 70 PROJ. REFERENCE NO. SHEET NO. PERMIT DRAWI � �-59868 x-2o 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 SH 7 F T� 110 120 130 140 150 UO � � IZ VO � � � � I� — -- , - —� — g �SITE 4 ibo N N 3 WETLAND WE 760 0.025 o.o2s �� 0.025 o.oz5 -� �— FILL IN WETLAND — MECHANIZED i5o ---------- ��---a'� ---� ---- �— �`\ a.ai:� —� �—CLEARING iso 149.62 �---J-- ----------- 152.84 140 813 + 50.00 � � I I I I ,40 , �o 160 150 140 � i�o 160 150 140 \� 149.93 �— — r i � iZ »o � � � W �3 WET�AND WE �bo �— FILL IN WETLAND MECHANIZED 4.g6 � ~ r CLEARING 150 �--�-- ----------- I I I I I I I I I I I I I I I 140 � � � � �-- —� � SITE 4 - »o VVE ibo FILL IN WETLAND MECHANIZED � CLEARING 150 I � I � I � I 140 UO 170 I 160 � � 160 v v — � 0.025 0.025 � � 0.025 0.025 ��-- 4:1 � ----- _ -- � 4.g 150 ----- �7-- —__--� �� 6'j 150 750.08 � � _ � I I 152.48 ---- ---------� � O� 2+ OO.00 � � � 140 _ � , - , I �_ 140 —L— 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 o.oz5 o.ozs � �� o.o2s o.o2s I �' PROJECT REFERENCE NO. SHEET NO. Q \ PERMI DRAWING �-59868 8 � � DENOTES IMP CTS IN RNJ SHEET NO. SURFACE WAT SHEE 17 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �DENOTES TEMP RARY IMPACTS IN SU FACE WATER � � o N —� � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED JESSE CLIFTON Michael�BakerEngineering,lnc. SUNGATEDESIGNGROl1P,PA. -SR7- PT Sto. 24+80.99 ALPHIN, JR. N���["e�eno � � BRUCE MCKOY "T�� � e?5 C-0B90 M AND WIFE, BRUCE MCKOY 5O� 25' O 5O' lOO' � CL 'B' RIP RAP AT GERTRUDE MCKOY AND WIFE. � EMBANKMENT O M DOROTHY S. STEWART E57. �5 iONS GERTRUDE MCKOY d- � EST. 30 SY GF � � SCALE: 1�� _ � OO� SEE DETAII 14 ETA PROPERTIES, LLC TIE TO EXIST. JEAN DICKEY KENLAN � DITCH REVOCABLE TRUST STD.4'BASE CHANNEL ERNEST J. ALPHIN � iSeKo 54 LF. @ t.�/ isFo AND WIFE, Q��� �� C3 � � � EST. 58 SY DDE TERESA M. ALPHIN � I � � SEE DETAIL 10 � ISBKD _ � � � I � � ^ �� � � I CONC I Q CONC � I � � cROP�nNo �� SP�LAT.'V' DITCH I 1 I 1 . SEE DETAIL 3 I TIE TO EXIST. �.' � / �.` I � p'} I SWALE PUE PUE PUE �� P E P�F �1 DUE PUE P�E pUE aPUE � PUE PUE PUE PUE P P -� � SPEC. LAT.'V' DITCH � � SEE DETAIL 3 C C � R m GTD _-- C -f� — _ — _ �� � e 18„ W � � ► o � RE OVE a HW �� SPEC. LAi.'V' — — � `O¢��� � > W ^ (3 15" 15' � � SEE DETAIL 3 — Q� o ui r Centur Link 12 Pair C er EiP E3 , ' C3 EiP _ _ _ _ _r_ _ - -r- - � - -r- - - -*- - � W- - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - W �yJ —,-- - - - - - - - - - - - - - - - - - ---- -- — w - - - _ - - - - - - - - - - - - - - - - - _- - - - - - - - - - - _ - - - - - - - - - - - W = e ou REMOVE 2 FS < W = y REMOVE 1B hla6 Lid SR I839 fGLEN El+GLE RD N X X X X X X X X X �X X X �X X X X X X�rX y" X X—�X�7dXw�er�e9[ X X X X X X X X X X X X X I I 48" W�W/ISBW �A� SEE DETAIL 2 48' WW W/ISBW 0 � p � 1£'bIRLP-III O � __ __ _____ LL _ TRENCHLE55 INSTALLATION — — -- — --_— O ---- — — 0 /0'B57 SHlDR 54" WELDED STEEL O + SEE 19 OF 70 ` � -- - - + � 1-95 SBL 24' BST � � � � � � � � 3 � � � � � :�1 N---- ----- ' -- -- --- O�p 00 — -- — — — REMOVE C DI ZG�-A -- REMOVE CONC � O N,�� —,.— ,—.T �� �� H O---- —1-95NBL 24'BS7 —_--_— — --- —I — --- --- Q -- _—_-- I --------- ---- ---- ----- O I _ SITE 7B 3 p TRENCHLESS INSTALLA ON ------------- � J ___ ___ _ __ _ _-- — — — — � --- 54"WELDED STEEL I I----- ---- a� esr snma — ----- -- ----- — -- � � �B `"�`� �� x A x x x x x x x x O ~ -- -YI2RPD- - �3 �{��3 {;�3�3 Cs3 �3 �3 �3 = < -- -- _ � y� ` `.. \ 'i F �����---_ V CJ ~ -Y/2RPD- ST Sfa. l3 9.57 �3 � � � — � c� — • , — � 's Ri F �s is � � �C� 4 WW W/ISBW C � � STREAM SB � - _ ;" �n, , sP �._ t: - �� ��� — P� SPEC. . T 6 -ELIMINATE ROADWAY DITCH 15 � ' W '' RI P 1tA r � �3 � - �is �3 -Y/2f�PD- . oerni� ze oFFICE / i � T� ��� -'" �CN � RAP IS MTL I 60' CH � CROPLAND -Y/2RPD- TS Sta. 18+30.94 i � I2RP0- CS Sto. /2+73.57 � esr. ss ror,s e�oc � k � k sHEo �S �� � � SEEADETAIL SH EST. 62 SY GF � � -L- POT Sto.837+39.G5 - 6/.00� RT= � � � -- JS \ \ EMBED INTO CHANNEL � 0 is �� -Y12- PCC Sto. 52+74.86 Ex�s���� R�w � � l�� � �/ -Yl2RPD- TS Sto. 10+00.00 � �5��:� �S _� �— JOHNNY �YVILLIAM JERNIGA�J + —""" �JS �) � � /� X \A� EIP —_ _ _ ��P ` GRAVEL Y\ND WIFE, � � ��5���? �3 {� -Y12- PRC Sto. 50+64.3/ `' X � = �� �� \ \ON�E B. JERNICAN ��� C ^ SPEC. LAT.'V' DITCH 4g^ WWX �1�'�/ �� —� — ` — \ // � Q � � sF -Y/2- PCC Sto. 57+45.07 WEEKS FARMS, INC. W SEE DETAII 3 C. X/ �i YI / �C ^ - - - - - _ _ �5' / + � � `� u� -Y12- PC Sto. 47+98.60 0 � -��' � — � Sr �- - - - -� T \�pf _ � �/ �i� WKrvs Rp�i Pu��ae2 _ - �3.� ' ,r\ \ ` � \ \ / � C � � � i� ie39 t6UD ���ountyw �� �� 7� � � � � � � -I- N �i- X � _ �,,��' �X ��� � 5R ��I+ar �,� � � � °Pp Re� � � °' ARNO D J CHANCE � �\ � �s,'�-a��, .... Ww,Y � � i � w 2 o�r. °P \ / I A D IFE. �.-� R�p Mr� � x�_x= x —��i� `� � e ry ��n `; k. `'� P I I� I I b JOYC G. CHANCE I I � �\\-� ca �n ��— "� ury � ' w�" a�w� �a�t � � � �� O` --- � �� d I I IW� isFo I �� � � ^ —������o � - -' p "R a- ' � -Y/2- POC STASl+2 .� � J X x I I ARNOLD J. CHANCE � � � � I � � d —�—� w_�-_ � END CONSTRUCTIOyJ" � � � � �ovcE�cwcNnNCE ��1��r� �� `�i� � d _-- c I �� -a V) EwsTwc a�� � X�P JOHNNY W. JERNIdAN � �w -/- � 1 -Y12- PCC Sta. 58 88.8/ Mr� • a• cH� x I- AND WIFE. I � � -x �x PUE � � �� � �a" ��--'� � � co�c CONNIE B. JERNIGQN �� �I � � �� ' O C w0 coNc MONA ARNOLD J.CHANCE � \ � <\ Q O. PU SPEC. LA7.'V' DITCH o, I I II I AND WIFE. � � �� See oeinu 3 _ � MANANE�MENT, isFo � � � � I�� ? N �� � is e�K e� c � o JOYCE 0. CHANCE iseKo � �� / �� � I � CONC I MTL � - � �y \ E %� --__ �LP I �I � � � � POLE � ' �PP \ I B R�p Q — coN�ei: 0 x—>I� r�� �� I I � C> � 1 / II � � � N1R �oFFicei G> � � as�viRe � � � � �z � j I / � � � � � NOTE: DRIVEWAY RADII = 10' esr �, � ��� � � � � x I� � � � �� I � � � � �� � �Q UNLESS SHOWN OTHERWISE � � + �R I I \ \ I I . I � JynNNY W. JERNIGAN � � � \ PAUL D.WILLIAMS w/M�TR I I I L__� I I EiP i � � AND WIFE. \� \ FOR -L- PROFILE SEE SHEET 72 � AND WIFE. -- iseK� E�P � � �CONNIE e. JERNIGAN � � o FOR -Y12- PROFILE $EE $HEET 78 TAMMY WILLIAMS I I I I I' � � /_ � \ �� � FOR -Y72RPD- PROFILE SEE SHEET 79 �� � FOR -SR7- PROFILE SEE SHEET 87 PROJECT REFERENCE NO. SHEET NO. PERMI DRAWING �-59868 8 � DENOTES IMP CTS IN RNJ SHEET NO. SURFACE WAT SHEE 18 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �DENOTES TEMP RARY IMPACTS IN SU FACE WATER � � o N � � rn � � m e a .' N E — � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED JESSE CLIFTON Michael�BakerEngineering,lnc. SUNGATEDESIGNGROl1P,PA. -SR7- PT Sto. 24+80.99 ALPHIN, JR. N���["e�eno � � BRUCE MCKOY "T�� � e?5 C-0B90 M AND WIFE, BRUCE MCKOY 5O� 25' O 5O' lOO' � CL 'B' RIP RAP AT GERTRUDE MCKOY AND WIFE. � EMBANKMENT O M DOROTHY S. STEWART E57. �5 iONS GERTRUDE MCKOY d- � EST. 30 SY GF � � SCALE: 1�� _ � OO� SEE DETAII 14 ETA PROPERTIES, LLC TIE TO EXIST. JEAN DICKEY KENLAN DITCH REVOCABLE TRUST STD.4'BASE CHANNEL ERNEST J. ALPHIN � iSeKo 54 LF. @ t.�/ isFo AND WIFE, �+� �� � � C) � � I � �� SV DDE TERESA M. ALPHIN �' . I � SEE DETAIL 10 {� C) � ` �\// �,�+-� : .. � . SEE DETFIL 3 -;1 I I�.�.� C C �� � � �� //�� �.. CONC �� I � >CROPLAND -- � ISBKD ��SP� DI'fGH C I / -�� �^ I // � � II v� I j I � '� I I c"y D V✓U \L � I'::' Q� �TO EXIST. WALE �/ PUE PUE -�,� II�� F�� � PUE PUE E PUE �PUE PUE PUE PUE P.�� P P E � — PU �^ � SPEC. LAT.'V' DITCH SEE DETAIL 3 � C � �,�_ — _ � 5� � —� �� R m �r — — — � -%� �� � ' � � R OVE �� e 18" -._ . � l� � . ��� o : HW a SPEC. T.'V' — ..— � ' � F � � � W ^ 15" 15' SEE DE IL 3 � C., Q� 0 r ... - 12 P9J. el- .._,-FJ -� "�- EIP .. ._ _ - - - - - — - - - - -7-= :. — _ _ _ _ H IJ,J -_.,�- , � w -__ - - - - �.,�� - _.- ..,-- -�- _ - - - - - - - _ - — _ _ _ _ — - - - �y - - - - - - � — — - — W tUr l�ci _ _ r . � - - - - -. . - - - - - - - w -;q - _ ��.- w- - _ - - _ _ ., ._ � � �,�. „� .� W - ----- e - o� ._,. _ -,- .. - -..---- � _—�- --- -- - - _. --- � -- = REMOVE 2 f5 < __- - -- - ' '-� _ y = REMOVE 16 vu5� U��Ti3�- "�.' —__ SR'7839-f6!€N El�LE -_ -__- -- tn - � - - - - > .- ..__- - - - . - - -'-� -- . ����s___ -- - _- X X X--x -- -�t-�--. 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SURFACE WATER S� �yiL ■ �� O �O ROADWAY DESIGN HYDRAULICS / ENGINEER ENGINEER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER / 0 °� �� v // DOCUMENT NOT CONSIDERED FINAL q AG� UNLESS ALL SIGNATURES COMPLETED / G� Michael�BakerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. � W. BLAKE WARREN Rx. x.� Nc�'Ci"e° � � �`o`c$�as AND WIFE, RONALD B. WARREN E5O� 02$' Oe F SO� IOO� CLEO G. WARREN AND WIFE, � � ALLISON WARREN GOD IN .o LORETTA L.WARREN SEE 22 OF 70 � / � AND HUSBAND. GF SCALE: 1��=�00� I RE��IA�� T�`A,~ — — — — — — — — — — — WILLIS RAY GODWIN G m CL 'B' RIP RAP CL 'I' RIP RAP EST.S TONS INLET CHANNEL STABILIZATION I STREAM SD SITE 8B EST.14 SY GF SEE DETAIL 18 � -SR7- POT SfO. 9 fZJr.00 I ne ro exis . \ A END CONSTRUC ON DITCH / G ELIMINATE CL I RIP RAP AT �. SPEC CUT 3' BASE DRCH ` t�` \ � ROADWAY �- SEE DETAIL 23 � � x � � � DITCH � � EMBANKMENT � � � esr.2i roNs -�� � � WEEKS FARMS.INC. I cRoa�allo __� �- -� � � ���� � � � ,, I � V �� PEC. 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V- -•i..;�� O H x x x x x x x x �x �j x x x � x x k-� �" x x x x F �A� wnsew 0 �� � � : F F _ � , �� �� � ���. -' ,� REM VE � � V�_1�..� — _— �= A� -./ REMOVE � � �%����� —'..r�`� �j�7� �� , `'�_ F •�-� --- — � �� � � xsrNc�_� — . . — ..,.� — _ `_ — ___ ' � _ ._ - —� �� =�z"� , _- - "" -- — _ ��_��� -� —\ _ _ F > F 2 q _ ��__� - — —\ �' H i — �s• , C __ -- � C _ = _ �--- ,z � R W V W SI6N ACCE E E E T � C E% � -- -- . � PB 03 G 9 _ \ � $�TE 8 : W � -���....� � � �=-� �� . �. ... w oo� �' sc Easb`a9 o.,s � onRo �� .. _. __ � , . / �� � C� �� � I � 03� �. ��� `�-- � ,� c� � � � ��, STREAI�I SD I �No� ' SITE 8A � /-'/ CL 'I' RIP RAP I ' i � � .:' ��_ / I � I N OUTLET CHANNEL I � � � I p � cm,� �,. STABILIZATION �., I�� WOODS -� 'a^ SEE DETAIL 17 � � � 56/ � � � � � � ,�Ks���n�: � � � � � � � � I II � � � � �� � . i-� ��/� � I RONALD BLAKE WARREN SEE 23 OF 70 �� �� EE 24 OF 70 \ \ � \ \ \ \ NOTE: DRIVEWAY RADII = 10' UNLE55 SHOWN OTHERWISE FOR -L- PROFILE SEE SHEET 73 FOR -SR7- PROFILE SEE SHEET 88 & 89 � 6 � � � � � -� � � � m � � 3 E PERMIT DRAWING SHEET 22 OF 70 • �' �� � � STREAM SD SITE 8B �� � TEMP IMPACTS " �� IN SURFACE WATER „� / PU E � , � PU E ______ _____ - =- _� � � IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER � � � � 0 � PU� i � i x �A, x PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������' �' �d.�N� DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL ' UNLESS ALL SIGNATURES COMPLETED MichaelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � s oa so�e��, P�, �e N�z e � 12.5' 6.25' 0 12.5' 25' � � SCALE: 1" =25' `�WEEKS FARMS9 NCo 0 � -� PU E R ... ___-- -- _��-------------� _��� -- .� -_ � II n � � n � x x x x x DI X X ______--_ � SR� X � x l0' BST SHLDR 1-95 SBL 24' BST � C� �� �cA co rn �� � T � � � � 6 � � � J / / 844 �00 -L - 1v� 2G1 ��� � �� 845 +00 -L - C 0 I� C__----- , REMOVE PERMIT DRAWING SHEET 23 OF 70 -�- ���� � �� I����� � �� ��� 11 �V 24' BST T SH�DR � 0���. � � � 11 � � m �� r11 r, REMOVE APPROX. 6' EXST. RC P � PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC�Ng1�1L1E lE Il�1L�NS DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,lnc. 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LAT.'V' DITCH EST. 110 TONS E F � STRE SC SE IL -- . SEE DETAIL 16 Q� m' WOODS PROJECT REFERENCE NO. SHEET NO. 1-59868 /0 14W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Michael�BakerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. Nc`il"e�enc � 50' 25' 0 50' 100' -DR5- POT Sta. 10+00.00 � L SCALE:1"=100' x _ - ��-- - �-X-X�1 _ , �X \ \_ ----- � I SPEC. LAT.'V' OITCH _ _ SEE DETAIL S PUE � 'C` C` ExisTlNc r+/w (� TIE TO�� EXISTING CHANNEL E%IsriHc aiw �C` -.h ,. �X � � ��� �-�—�—�C— ��� � � Q� WOODS - -� 48' W W/ISBW ,Aq �'� '` SP�A .'V' pIT '� %�/ ' IMINATE ROADWAY DITCH // SEE D�T�IL b� 4e�BW — i _ F F � I C C C � �S }� C � � = S W � � C � C�,s � -�C � — BURY ''�£- � F _ � /� � < -- <— — _ � —I➢�1 . W ` � 2 k � —� -- ---� ,,_� --_ � i - �:o > ` -- N � TIE TO E%IST. m/ � ,_ �' 15 � O �, CONC HW & WW MTL t� r Q — — — + . . . T ---- — — — ---- — '____ __ _ — — — — _ — — — _ _ — — — _ — — — — — — — — m O ldBS7 SHLOR � __�_ ____ _____ l0'BST SHLOR ________ — -- — — — ----- -- --- r m REMOVE FXST. I-95 SBL 24'B5T � � � � r9S'�i �ST � � �l}�T /2 � REMOVE __ _ — — t0 --- -- -- _ -- _—__ 15" RCP-III _ _ � ONC � 4'BST SHLOR �0 � 15" RC -III N 15" RCP-III - 2GI REMOVE EXST. DI o 4'BS H ?GI �T REMOVE EXST. DI . �� � . ,.o� �.�� „r� __. ,.� _ � 1-95 NBL 24'BS7 — % — — * Q- — — — — — _ — — — — �/ — � ---__` '_— --- � IO'BST SHLOR FLOWABLE FILL � � 1�_�� -- —T _ — X X�> X,+� — � � SITE 5� woa� ' �e ., — � � F F � /o< ., �° _ T 1.0' � � —. . � < < < < � t < d � k�-�-�—�" —X �f �C � C � 48' WW W/I�- C — I� � � �-� � ° _. .. _E .. .. .. _. .E E E E E I PDE PDE PDE POE STD. b' BASE CHANNEL W/CL 'I' RIP RAP STREAM SC SPEG LAT.'v' DITCH I �8� �.F. �° �.Z �_ SEE DETAIL 1 CROPLAN� EST.760 CY DDE I EST.360 TONS w0oo5 I SEE DETAIL 16 �� �q��^ n,nin",", p�"oor� RAMONA 0'QUINN WARREN ERNEST JARVIS ALPHIN � ALTON LUTHER WARREN, JR. JESSE CLIFTON ALPHIN, JR. SEE ��"`D �WA� ALTON LUTHER WARREN,JR. AND JANE FRANCES WARREN AND JANE FRANCES WARREN \ \ t — < —J��X X � � C E E E w /OI �o JESSE CLIFTON ALPHIN. JR. <- .—�. <--- -E SPEC. LAT.'V' DITCH SEE DETAIL 1 [x7atic�am _X-X-X-� - - - - � r� I �3 / r� � � cRavEt \ � I-95 NBL 24'BS7 ia esr sHma -. <- _ —_ <- _ -- �_ . �Ji � C > ERNEST JARVIS ALPHIN JESSE CLIFTON ALPHIN, JR. � � W W 2CP-III N � � � � + � � W — � N J I � H _ - � H _ � � i i � � C A FAMILY PR � ERTIES, LI � SHED CEA FAMILY PROPERTIES, LLC — FOR -L- PROFILE SEE SHEET 73 FOR -DRS- PROFILE SEE SHEET 94 � � � � Q N � \ � \ PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING i-59868 io 14W SHEET NO. \ SHEET 26 OF 70 ROADWAY DESIGN HYDRAULICS �ENGINEER ENGINEER ti�1, �DENOTES IMPACTS IN �Pp $ SURFACE WATER �DENOTES TEMPORARY \ IMPACTS IN SURFACE WATER LARBILLIESSTRIPLINGAND \ DOCUMENT NOT CONSIDERED FINALB90 UNLESS ALL SIGNATURES COMPLETED Michael�BakerEngin enng,lnc. SUNGATEDESIGNGROl1P,PA. Nc`il"e�enc � 50' 25' 0 50' 100' -DR5- POT Sta. 10+00.00 � \ � `� /L � SCALE:1"=100' � � J � �� �X'�-x- --_ LARRY E.STRIPLING AND /\ �_X-��1 ����� RAMONA 0'OUINN WARREN RAMONA 0'�UINN WARREN BILLIE STRIPLING, ���� x�x _ S- SEE 28 OF 70 � �`� X- X- ALTON WTHER WARREN, JR. ALTON LUTHER WARREN JR. �� � � � � � / _.,,�\ / / \ � ��� - - - - - AND JANE FRANCES WARREN AND JAN�ANL� � J� �J ) -T �� � � / � , JEROME � �y � � ��'��� BLAKE -��- � . . COPART OF � . / r WARREN � / �r � � �� � I �- `� ,� n �/-- � CON,NE�JCTICIJT, INC. � / AND WIFE. / I / ��{ . /� �;`- 1 I /� 5'� � � � I \S J .. ._:7 O'y � �� _✓ �\ � /�� cRavEt � �/ � \ � � ANGELA D. . b�A E CHANNE � � I� ' � "�� a`�/ A � WARREN CROPLAND � L'I' RIP RAP � /�-" 4'� �� �E ���. /ES ES °,oYTo � �.% "' / � STRE SC , /� � rue /� �r � / F. @ �€,�' � � 6" � � � � �� \ �� � _ �srec � oircH ;. / � SPEC 4�' ' DITCH / " - _ I i.:,-/� / �� �; ', � , F V ,��` SEE D TAIL 8 C ea j Y+�S ��- � P� � I� ` �s s, i� '-- —x x R S� IL .. � SEE DETAIL 16 � " "�� TI TO EXISTIN M EL � �:X ; -.. �'- e / , ', - - - .. . E%ISTING RYW �� � .� �E SiMGR/W � — ,. �—� q�8'W W/� '.. � :�—� � --_\N H ` � �� �8. `... W/15B� _ —_ O� � � OODS � -' .. :: . ' �,�j _ MIN�€-RQAD AY DITC � "� �----�� �� T�Ip � CC � - � � / L/ \_/ _' " _' - - - ` - I � '� � � �1 �. � �--� � - _ � — H �\,.--� .. . _ .. F ... �� � V C �' � �, C � C C ll- T �� � � m �BU - _ W `���— �� `�...- . � �'/ . — — . 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J ,�-- --� i MTL--._-_ . ' _ - — — ( .. - �_ _ — _ _ --_.,y _-- -' _ � _ __ . _.__ � ..�.,L _ — — - J_—_— — — _ _ _ �� -_ _ - - _ _ _ �=_ � - q ti-,. -- �_ ._ _I�:,, �- � �� ` -r59-1 m \%61 � �6q _ Q /'' _" F $���X�X ��> '_ ' , - � -- � �-� � __ -- _ n \ � � f� �` -�( � SITE 5� � J � - - - � - _ � � � woo�a F �l � %< �� .� �r t:o�i f �'_' � „"� � � �c- <- -- �- � - CJ F ✓' o i C�� ' � . < / � - - �-1 - -�.- �` _ — — H < �� . _ � ". o -_ � ... ,' � — -- < ' o o .'� t--T / l ���v' ...�� — --' EXISTIN R/W �� —� °�il— ..� � < � �i , ��� ..:. �...ii '� e : -- �� � � � e o o a e• C �_ 48' WW Wh� �•• 98" WW /W ISBW � I o �� , � . �� E .., E � \ E .E �� E E ~- Ec E � E � . �._ . ,_.: : .:. .. .- .. � ///� ) -' � �° SPPC. LAT.'V' DITCH � �� � TDE PDE PDE POE / / � /O � � � SEE DETAIL 1 _ � STD b' BASE CHANNEL � � I W/CL 'I' RIP RAP STREAM SC SPEC. LAT.'V' DITCH / I� � li I 180 L.F. @ 0.2 %_ ' I SEE DETAIL 1 i�� CRpPLkPo� �f � J I CROPLAN� .. .. �;:. . EST.760 CY DDE \ EST. 360 TONS w0oo5 � . / .. ti,__ �`-�'� I SEE DETAIL 16 � � / e:. \ �•. \ � � ��-' II RAMONA 0'QUINN WAI�REN ERNEST JARVIS�ALPHIN �E$) SE CLIFTON ALRk� IN. JR. \ �/� �/ 1 �� �R���"�p�����^ ALTON WTHER WARR N, JR. JESSE CLIFTON�ALPHIN, JR. / / I ��� . i C A FAMILY X / PR � ERTIES, LLCI SEE ��"`D �WA� ALTON LUTHER WARREN,JR. AND JANE FRANCES ARREN � / � � X AND JANE FRANCES WARREN � �� \ �y � � � � ERNE�• JARVIS ALPHIN ) � j JESSE CI,IFTON ALPHIN, JR. �❑ � I ,i, SHE �� �� � I � � �_ CEA FAMILY � � f � � � ,., � � I '\ � � PROPERTIES, LLC � � \ ��— \� � —� � �__: � �, I � � �__ R-L- PROFILE SEE SHEET 73 \ \ FOR -DRS- PROFILE SEE SHEET 94 �' PROJECT REFERENCE NO. SHEET NO. 6 � PERMIT DRAWING i-59�68„E� No. 856 f00 —L 857 f00 —L SHEET 27 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������' �' �d.�N� 4 / /� �` � /` / / / D � - � - DO NOT USE FOR 8 W ACpUISITION CONC U� �,~;� a z� � � r� � ���CD��� �� � �� z� � , � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - MichaelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � ssoa Rese��, P�, � N � N�z�e � /��/ � 12.5'6.25' 0 nu � 12.5' cc 25' oB9 II� l �� l V U L �� U� l / /�� ' SCALE: 1"= 25' � SITE 9 / / �� � , � ,+ � l0 BST SHLDR __� �, q � _T � � � � � �.�� � � MT� � � .� � � , � �`� , � —� ' '�� °- - '— � � - =� � _�—�-���= x x i i �� x s�— STREAM SC � � � ! — � __WOODS __--__ � � � � � , o� _ , —000 __ , __ , o -- — � _ o � _ _, _ � — � � °°����� � 1 �J—�— — o o�0 0 � � 1 ( , , ) ( , , ) ( � ri - o O oOo �o o � o �. ������ �����. �-� O�O� � Oo a OO oO� Og �Oo °�Q � ao O�g ��g o0 � o O o g 0 O 0 �00 � O � o O O � � �o �g� a Qo o � Q �0 g�o� 0 0 g 0 g o0 o a 0 000�' o 0 0�� o / a o � o �� � F> 0� O� OO� o � g�o Qo 0 0� oa � � o og o�ao �og o �o O�� o �o 0 ooF�o � oo�� o O� o � � 0� O� o� 0 00 0� �o ��o � � � � �� ----- -- � �� � PDE P E PDE TEMP IMPACTS IMPACTS IN IN SURFACE WATER SURFACE WATER � � � � 3 � > � � a DENOTES IMPACTS IN � SURFACE WATER E a � DENOTES TEMPORARY �' IMPACTS IN SURFACE WATER � � / � � - - _ l� ] � � o� � I � T 1.0' � o � � �o,� , �� � ,- �� _ _ � � _ � -- ___ _ _ E E � _ ��������- � 220 � �v � ... � ....... ....... ....... ....... ....... ....... 210 -. ... ......... ......... ......... ......... ......... ......... ,.. ,.... _._ �_ ........ ......... ......... ......... ......... 200 ; : : : : i- I-;::: - �::::::: . � I_.......::::�= i ....... ......... ......... ......... .. ........ ......... .................... ......... ...,_.,�.,.., 1....��......� ...... ....... ....... ....... ....... ;.... ......i i ........ ......... ......... ......... ........ 190 i:::: ::::::L- � ::::::: ::::::::: ::::::::: ::::::::: ::::::::: _..... ......,_ _..... �.._,.. 180 _ ......... ......... .... i - i: : : Pl = 844+00.00 ;:..: :....., , r..... ......._ EL = l6/.09' PROPOSED ------- ---- . : . . . . . . . . . . . ._: . . . . VC - 2/0' GRADE 170 K = 3oi DS >= 70 mph 160 ____ 150 EXIST. GROUND 140 842 843 220 _: 210 _ 200 = 190 = � 180 � 170 � � � ■ PIPE HYDRAULIC DATA P � 48"WSP Sta.849f65 -L- DRAlNAGE AREA = 42 AC DESIGN FREQUENCY = 50 YRS DESI�N DISCHARGE = 95 CFS DESIGN HW ELEVATION = 158.6 FT l00 YEAR DISCHARGE _ l00 CFS l00 YEAR HW ELEVATION = 1588 FT OVERTOPPING FREQUENCY= 500 + YRS OVERTOPPING DISCHARGE _ l40 CFS OVERTOPPING ELEVATION = 160.5 FT • 1 � -7� ►1 � � � � .......................C..� ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■i �������������������������n �������������������������n ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■� .........................., __r+�e:3a�o:�------- -----�-------- — — — — — — — — — — — — — — — — — — — — — — ---------�+)_I,1750% -------- -------------(-10.3%l5%----------- PISTA=843+90 -L- LT ELEV =157J1 � 844 � ......................................................................................................� ��� ........................................................................................................� I��:::::::::::� " ...:::::::::::::::"..:C::::::::::� "...::::� "...:::::::::::::::"..:v:C:::::::::::::�� 845 - CULVERT HYDRAUUC DATA - DESI�N DISCNARGE = 480 CF5 o� - DESlGN FREQUENCY = 50 : -- � `� DESIGN HW ELEVATION = 161.9 — ; � _- `° BASE DISCHARGE = 520 — BASE FREOUENCY = l00 - BASE HW ELEVATION = 162.4 - ---- . OVERTOPPING DlSCHARGE = 495 .- � S - OVERTOPPIN6 FREQUENCY= �100 YRS = OVERTOPP/NG ELEVATION = 162.1 FT — _ ____ � , � --. V - m - V � 0 X I 160 � � --- a 150 m N a i � 140 E a 855 856 857 858 859 860 861 862 863 864 865 866 867 868 846 PROPOSED GRADE 847 848 849 850 � � Pl = 86/+20.00 EL = 167.66' VC = 2/0' K = 2667 DS >= 70 mph 851 : Pl = 864+00.00 EL = 168.95' VC = 2/0' K = 2333 � OS >= 70 mph 852 853 PROJECT REFERENCE NO. SHEET NO. 1-59868 57 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�A�I�1LE ]E I�LANS �� DO NOT USE FOR ! W ACQUISITION '-_ __ DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED � Michael Baker Engineering, Inc. SI1NGAiE �ESIG GROUP, P.A. � � P� N �a��, P� � ���o 190 :�....�� .............. .............. .............. � -�EI�7 � ._ 170 ' 160 T i 150 � � , _, � I 140 FOR -L- ALIGNMENT, SEE SHEET 9 854 855 _ 220 0 � 210 200 190 � � � 180 I � W � <`n 0D i �+)p.q607% (+J0.3707% 17� � W � ; — — — — — — — — — — — — — — — — — - �----ffi10:38f'C�--(+�4f��--------- -.-------- -- ---- ''r' f+10.5610% ---- - -------- -----l-1/.2/33% _ -------------- -------------------------------- - - - - - - - - - - -- --- ------------- .--_160 -- 1+10.9360% --------- ------------------- ti _ _ - _ _ _ _ _ _ _ _ J N � r�Nj EXIST. - - - - - - - - - - - - - - - � � -r ---- ._----- ----- i � • _ _ _ __ _-- i�o OUFID i� i' n � � �� . . . � , , � J II � _.i . . � J . - �...... PROPOSED 1C�9'n8' RCBC, , , , , ,. , , , , . , ,. , , ,I I � � � � J ._ i . . �5O � W - ,.. BURIED 1' O J 'I� W -� , + W m W � � � � P/STA=857+00 -L- RT - cv ro , `�' ELEV=l54.00 ' _ � ° I � II ti �4� ¢ ___ Q � � � „ � ' � � I , � . .- . . . .-_ . . . .—.—. .—.-_ . . . , , .. , , , . , ,. , � , �, , . , �, �, �, , . ,. , , . . �, , . , ,. � � . .. ��-:— . ��. �. ��. . �. �. �. �. . �. �. �.- , . ��. . � �. . �: �. �. . �: �. .. ._ . . FOR -L- ALIGNMENT, SEE SHEET 10 j3O PERMIT DRAWING SHEET 31 OF 70 PERMIT DRAWING SHEET 32 OF 70 � 6 � � � � � � � ', � � a � 3 E PERMIT DRAWING SHEET 33 OF 70 � � - I � �� REMOVE �, �� � i � ����� X X �-�--------- � - � - � o� TB J� ,� PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. Pl�1�=�IqlJ ..� ae�ga�yPaw �i► �,o.E,.�.a�.a�.o 2G1 -Yl3RPC - � w/MH � X X — %< ;� � C � ---------o -----------� ------------------ - U ---,, ,,---------- BURY INV���T 1.0' o ` , IMPACTS IN \�O � i SURFACE WATER i - — _ >� ,� H � —� � � - � �� , , . — � - —� � � � � � � '- -- -r \ i � i ��i— � � � � \ � R � l/ � i TEMP IMPACTS IN �� ' � � � � SURFACE WATER � � � ` i �/ i g `�� o W � �� � \�� �� �� �� / � O O � � � i / �� o 0 0 0���0< � C oi o 0 6er i / i / � � o 0 � / � i � . , , ,PUE -- , PUE , , , , , , , , � , , , � � SITE 10 � \ � STREAM SE i Q/ �� .� --- �_ EX�S T G � o �O��o�O�O�C �����o��c �o�'oo � TEMP IMPACTS IN � O SURFACE WATER _-----� — � � — — — — — — � � � � ` — — — � ` ,� = � �� � � /� DENOTES IMPACTS IN RETAI N� !�1!i�r�J SURFACE WATER r//%�����i�� DENOTES TEMPORARY IMPACTS IN SURFACE WATER PUE POIV D �,0�� �P� 8 12.5' 6.25' 0 12.5' 25' SCALE: 1"= 25' � 6 � � F F DENOTES FILL IN W ETLAN D � DENOTES EXCAVATION IN WETLAND � * � � DENOTES MECHANIZED � � � CLEARING � � � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE � PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING i-59868 O' I \ / RNJ SHEET NO. ^ SHEET 35 X- ROADWAY DESIGN HYDRAULICS V � � / � ENGINEER ENGINEER I _ P E -----_-__ P�E ___-_ � � _ - � , � 35 W X ��E� �� g M� ��� ��� DOCUMENT NOT CONSIDERED FINAL � � O^� O UNLESS ALL SIGNATURES COMPLETED �� EXCAVATION � � _-- Michael�BakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. so@e��r P�,w � N�� e F, � ,� �; �� r-- F F� F I -DR5- I - � F � � �E �E �E � � �E = � _ _ �E �E �E � �� � I � � � SITE 12 � IMPACTS IN \ J / I � SURFACE WATER `� I / � � � � I EXCAVATI/�I �� EXCAVATION �/ \ J/ I � � � �� � I �� � �/i TEMP IMPACTS IN �/ � � � SURFACE WATER � \ � � � � � � _� , , � _- EXCAVATIO I � � r 6 U RY � � TEMP IMPACTS I N � 1 - INVERTS 1.0� � � / SURFACE WATER � � � / � TB " � WETLAND WF � C S ITE 11 � �g T � � � � STREAM SF / � T � \ \ - O� � , _ � � � � � � � STREAM SF � � � � Tg , , _ ► BC � � . 0' X R >` � � `� __e � � _ -- � � � � P�E � � � � � � � , I � � � SITE 106 \ � � � � � i �� � � a TEMP IMPACTS IN I � � / �"o,, � SURFACE WATER I � '� � � � �NP E � (� � � � a IMPACTS IN TEMP IMPACTS IN � i2.s� 6.2 i2.s� 2s� � SURFACE WATER SU ACE WATER � I � I � � STREAM SE / � \ ' SCALE:1"-25' �- � � PROJECT REFERENCE NO. SHEET NO. o' � P E RM I T D RAW I N G ROADWAY D�GNB HYDRAULI 94 H ET�� F ENGINEER ENGINEER I I INC�NgI�]LE E IDLANS - CULVERT HYDRAULIC DATA m NOT U56 ROR .W ��a�S�,oN � � - DES/GN D/SCHARGE = 380 CFS DESIGN FREQUENCY = 25 YRS - - - � � - DES/GN HW ELEVATION = 166.3 FT BASE DISCHARGE = 440 CFS BASE FREQUENCY = l00 YRS DOCUMENT NOT CONSIDERED FINAL BASE HW ELEVAT/ON = 166.8 FT UNLESS ALL SIGNATURES COMPLETED BEG�N GRADE 'MichaelBakerEngineering,lna Sl1NGATE�E51G ceoua,a.n. OVERTOPP/NG D/SCHARGE = 4/5 CFS �I �� �,yeN�e�=vP� � N �-OR5 - Sta. 10+00.00 OVERTOPP/NG FREOUENCY= �100 YRS ! � � � E a � ^ * � � � ^ � ��z=e^5e' F'a��^ EL. 167.59' OVERTOPP/NG ELEVATION = 166.6 FT / Pl = 18+00.00 _ Pl = 20+50.00 I EL = l7/.02' EL = 167.20' �v �8� / VK = 94� VC = l20' rn - �80 I I I I �OS > 40 mph i K=_l02 I I �° DS 40 mph 170 _ (+10.4288Y.�� r-��,5280% _ 170 --�---i- - - ------ ` - " � POSED x6 RCBC - _.�. � -_ � - � _� '- � _- _� -' � - � '� '� _- -_ -" � _ _ '_ '- _- -- -' � /� _/ -� _� �- �-� �i�i � -- ------------------ - - - r-� o�000z " - _ - - --' f J0.6/67% - -�- • ------- ----------------------- ----------------- ----- ------------------------- - - - - - - - - - - - -- � (-J 0.2927% �+) 4,4000% - (+) 0.57/4% (-J 0.3636% �-J 0.5882% 160 160 P/ STA=/2+60 -DR5- LT P/ STA=14+95 -DRS- LT P/ STA=17+00 -DRS- LT _��� ELEV=l63.60 ELEV=l65.20 ELEV=l64.60 P/ STA=2/+70 -DRS- RT P/ STA=19+00 -DR5- LT ELEV=l64.00 15� � Pl STA=Il+50 -DR5- LT Pl STA=14+70 -ORS- LT ELEV=l64.20 P/ STA=2/+77 -DRS- LT 150 ELEV=l65.50 ELEV=l64.80 Pl STA=19+50 -OR5- LT ELEV=I65.00 P/ STA=10+00 -DRS- LT ELEV=l66.40 ELEV=l65.80 Pl STA=20+00 -OR5- RT 14� i ELEV=I65.00 - i 14� FOR -DR5- ALIGNMENT, SEE SHEET 11 10 11 12 13 14 15 16 17 18 19 20 21 22 23 _ 1��-.�� �� -. . . . � � � � � � � PIPE HYDRAULIC DAT A � I N 36" RCP Sfo. 24+20 -DRS- � ORA/NA�E AREA = l5.1 AC �O DESIGN FREQUENCY = l0 YRS � � DES/GN D/SCHAR�E = 43 CFS �__ DES/GN HW ELEVATION = 164.8 FT ----- �O ro I l00 YEAR D/SCHARGE = 55 CFS � l00 YEAR HW ELEVAT/ON =/65.49 FT - OVERTOPPIN� FREQUENCY= +/- l0 YRS r Pl = 30+g0.00 OVERTOPP/N� DISCHARGE = 4� CFS EL = 177.50' Pl = 35f40.00 OVERTOPPING ELEVATION = 164J FT VC = 230' r P/ = 33+4 00 0 K= 44 EL = l7/.20' EL =/73.90' DS - 40 mph VC = 250' VC = l50' 18� � EL = 65.20'�� L � L K= 65 `DS =440 mph DS = 40 mph 180 VC = 300' i K= l00 fi 5��^ �12•�00% ��� - _ _ _ ' � �e-�� - � ��)1.3500� �-1/7000: P/ STA=24+50 -DRS- LT DS = 40 mph ��� ��-!-"" (-J 1.65pp% --( 170 17� ELEV=l62.00 ��� �/ PISTA=3/+00 -OR5- RT � - �-�Q•6��7% ��a�- ____ / - . �-= ___-- _-----__-__ __ __-- 9 � J 0.4509% 1 � � )+26566% ___---'" �+) 3•535��� ELEV=l74.50 � �•---- ��_ --- -- - 36„RCP --- -_�--�J_L�396�1_- ` P/STA=30+50 -DRS- LT 16� -- (+10.4667% l+J 0.3333% ELEV=l73.80 �+)1.6250% Pl STA=27+70 -DR5- LT P/PE HYDRAULIC DATA 160 � ELEV=l63.90 P/ STA=33+00 -OR5- RT /8" RCP Sto. 37+27 -OR5- -o ELEV=l7/.20 DRAINAGE AREA = 2J AC - ~ P/STA=26+50 -DRS- LT a DESI�N FREOUENCY = l0 YRS 15� ELEV=l63.50 P/ STA=33+50 -DRS- LT DES/GN D/SCHARGE = 9 cFs 150 � Pl STA=25+00 -DRS- LT ELEV=l69.80 DES/GN HW ELEVATION = 169.6 FT a ELEV =162.80 /00 YEAR DISCHARGE _ l0 CFS - l00 YEAR HW ELEVATION = 169.92 FT 3 14� P/STA=24+p0 -DRS- LT OVERTOPPING FREQUENCY= 500+ YRS 140 E ELEV=l6/.50 - a � � I OVERTOPPING DISCHARGE = 26 CFS o OVERTOPPING ELEVATION = 17L5 FT s o� FOR -DRS- ALIGNMENT, SEE SHEET 11 & 50 N� o� 23 24 25 26 27 28 29 30 31 32 33 34 35 36 �� N � � � a � a ., � E a � s o�s NN+' �Q � O�N �.�.m Z O 'Jr /O PROJ. REFERENCE NO. SHEET NO. g PERMIT DRAWI � �-5986B � �-5a�� x-2�a l80 �50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 3 30 20 /0 0 /0 20 30 40 50 60 70 S H� F h%� //0 I20 /30 /40 /50 �80 WETLAND WF MECHANIZED CLEARING � FILL IN WETLAND SITE 12 oA.�S� o i7o ��o � EXC TION ,o5s � — — — — — — — — — — — — � I �.� 3:���{ � MECHANIZED CLEARING �--- ��— -- -- -- � — ---------- l60 163.83 16 4, 2 5 /60 � 2� f50o00 � � � � � � � � � � � � �8� i�o /60 �80 /70 /60 ieo /70 /60 i5o �80 /70 /60 �J�� � i � i � i � i �, �_ � � � �_� W � MECHANIZED CLEARING — WET�AND WF �� FILL IN WETLAND I� EXCAVATION ----------- �� I 0.060 0.060 3;� \ � 3, -------- 163.67 164,22 � � �� +DDo�O � � ' MECHANIZED CLEARING ----------� MECHANIZED CLEARING -- — ---- --�—�� � ��� � � � � � W 3 WET�AND WF il � EXCAVATION �- �— FILL IN WETLAND -- 0.060 0.060 .��1 3� I 163.50 64,09 I 26 f50o00 0 Z g � � � W 3 WETLAND WF FILL IN WETLAND � � EXCAVATION 0.045 0.045 3. � � � 3,�3. 163.27 163e62 26 f00o00 ��' � �— MECHANIZED CLEARING l ------------ �_ _ � MECHANIZED CLEARING I I I I — — — — — — —�—� MECHANIZED CLEARING I I I I -- -----�/— I _I I I I__ I L 13 -��I I�- EXCAVATION ' I '_ I ' I ' I_ ' �I I I ' ' I ETLAN WF MECHANIZED CLEARING — - FILL IN WETLAND —� I� MECHANIZED CLEARING ------- — — � � � � � 0.020 0.020 3. � . --_— — ------------�. 163.03 163e14 25 +500�� � I I � I ^ �� , DR5 l50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 30 20 /0 0 /0 20 30 40 50 60 70 80 90 /00 /l0 I20 /30 /40 /50 �80 i�o /60 �8� /70 /60 iao /70 /60 i5o l80 /70 /60 �J�� � a � N a N �I / \ PROJECT REFERENCE NO. SHEET NO. � S�q oo � �� 1 PERMIT DRAWING �-�9868T No �2 � O G��� /�/� �J ROADWAY DESIGN HYDRAULICS ` \ \ �� ^� X^ I�� l S H E ET "I'L O F / O ENGINEER ENGINEER � � � ��� � �. �� ���5������� � � � � ; \ � \ �L S� � � (/ �\ � \� � , Q �9 SPEC. MT.'V' DITCH / \ � @TIS S. JACKSON\ � � � SEE DSTAIL 1 ` r \ �I \ .� I ) \ � I l � \ \� `, 1 ll 89 h � � � ��� � � �� F ��� � � � � / \ .� � F,\ \ SR9- POC Sto. 29+5�.88 I DOCUMENT NOT CONSIDERED FINAL �� onvu�H cH UNLESS ALL SIGNATURES COMPLETED ` ' / � \ �, % , \ -DR6- POT Sto. IO+Op.00 � l � I ( ,� ' `�� ;� ,� \/ %��- - (\ � - R7- PRC Sta.lO�-55.25 � Mich IBkerEngineri�ng,lnc. SUNGATEDESIGNGROl1P,PA \\ ooRe e / � � � � � � SPEC. � JOHNNY WILLIAM JERNIGA� � Nc'C"e � / \ � ro oir � F -DR7- PC Sta. l0+ .64 � \ � � � � � � . � � �1 ` E DETAIL - � N�NCY WARREN HAiYLEY �E�MORE' OF DUNN, IN � � \� , z �� \ �-SR9- POC Sta. 30�-74J5 1 $Q' 2$' \ 0 $0' 10�'0� � � -Yl3RPA- SC Sto. l . � \ AND HUSBAND, � �� -DR7- POT Sta. 10+0 OO � -� I FRED C.HAWLE�, SE '7� OF / O } o � \/ ' I �� ZO1, ro � � _ _ _ _ _ _ � � ��LTE.1� _ _ _ �R6- POT St��� ll J � s� � ��� � SCAQE: 1"=100' �� g I�( � a I ND STRUC 3. � `� �r1P` � � 'I3RPA- T Sta. ll+ .32 � 86 ����3 � � �� �� '�`9` � � / -Y/3RP - CS Sto. l+46.2 / � 1� caoP�nNo // � , � _.` ELMOREi F DUNN,INC. _ � �� \ :;.� . 1 SPEC. L�TT.'V'�61TCH � �� � SEE DETAIL 1 � �. � � �T /�os � E � � STREAM SF U\aI.�gn°�aM �RNicnry� � I � � � •� CL 'I' RIP RAP �: \ �� - PQT ta.899 8� 49 6/ 0� L �� \ SPEC. LAT.'V' DITCH � PU L'B' RIP AP ��: pUTLET BANK AND SCOUR Q� O 1 � \ ES?pb: 7 SYO�SF � HOLE STABILIZATION YI.3RPA- POT 1�O fOO. I HTR C� f\ � F E SEE DETAIL b M O �� R I 'JUE LENGTH=25' / :.i .-� + .� - 3�O�CIO.O� I�`� Ial � . � (C � \\ � 0 EST.35 TONS I �n� ��: :_ � ,� \ �E � O �� � � PUE SEE DETAIL 31� pUE ( q E. LAT. IIBASE DITCH -/ �� � � i X � � �� � ��� �� � � -DR7w � :�10+ F � v� ^ � \ \ C �:.. '.` E �� FE DE jAIL 3�E � I �IPV � � a D NS�� IO �� � � _ � � �O�a � � � _ � � I � �1 i -��' `i -'r��l EJ�3 ��� PUE �,E � \ ,�- _ � M r , _ ` r�,, y� o F -1- :;�F WE �r�20 As gsr w � �'�. Exisrirvc ai S BURY INVERT�Q' � -- — � � �a �' RE O - a= �� � � � ., . -- - -- -- �� -- � _ _ - - __ ._- _ _ _ __ _ ..... h _ - -� a- - ' — - - � � �1 R �_ . 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LAT.'V' DITCH �L 188.0 �P SEE DETAIL 6 N I 4 I Q � CL '8' RIP RAP o . , , r . . MTL IO'B5T EOP TRENCHLESS INSTALLATION __ _ - . T O O --- — �— — ------_ --- EOT 24" WE@E6STEE� LL --- O Q __ —�II.1f1 CV (;F ___ _ _ a � __ _ O Q �Q P� i-95 SBL y� Q } � �e � � � � � � � � � � , 4'PAVED ROAOWAY REMOVE _ � Q E0T EXST. DI ro 3 + N DI REMOVE EXST. DI -L- TypE 6-77 EOP 2GI � 7Z�� CON 2Ci1 GRASS ME IAN � • i n � .�� �� r �� � .�� �� � �� . ��� �� r �� �i��� �T . __ _ ___ _ ________ - 15" R -IV i 5' RCP-IVMTL v — — -- --------- --_ E07 T f 4. ---- __—___ _ __ — --- — � O P` P� 24'PAVED ROADWAY � �, �� REMOVE APPROX. O 1 �� 10'BST EOP _ 3�„�E��� ��— 5' EXST. RCP J F � _____ _ EOT TRENCHLE55 INSTALLATTION�_ 3e END CONCRETE BARRIER _ J - � -L- STA 930+50.00 � 2GI 2GI 2GI O � �� � e:l TAPER H X X X X X X X X X X_X _� X��>8�--�X _ X X X_ X_ X _X X X X X X-- - _ X X XC__i � �X X X 2 N 26' 24' 3/.5" E —Y24— — ��`euo NawKms � _ � Z ------ y ., _—_ ---- --w=== � ---=----w==�-- — o � --- \ � � _ �—� _=_�r���i iw - - - - - - J �F� - - - - - - - - - o- _ \w 1i- > -R P-II = 30 III R� — � - - -// - - - -�,��Ury Link. - - - -� - - �� —; � , _ _ u` oun���u6flc Utlllties, 4", PVC � � � s "' is�s T��T��� CL B RIP RAP � 3o urniry Ea � �/�/ m � ---- � ° �ILLBOAR� E� EI C --_ EST.2 TONS _ � '' / 5� CL B' RIP "�— C -- m-- E R E EST. 7�Y iiF p —E — — C � �\tl 85 \ EST. 8 TONS V C �--_ rt � F R — PUE PUE PUE PUE PUE PUE PUE PUE PUE PUFj/ m PUE SEE DETAIL b SPEC. CUT SEEADETA�IL 38 I I �(�� \ P�E � PUE c E PUE \ ; CULTNATED I �I I\ � / CL 'B' RIP RAP J SITE 18 �SFa 1 EST.570NS-- JULIANA.PARRISH — — — — — — — — — — — �ROPLAND � \ � / �EST.14 5Y GF S E E O F 70 � SP'� �- BASE DITCH LONG BRANCH HOLDING COMPANY, LLC \ � �� SE � a 38 / MILLARD J. CAINEY �� \ � O Y 4� PC ta. 3/+/5J5 v —Y24— PRC Sta.35+52.59 —Y24— PT Sto.27+24.97 + � �� a � �� /+ a \ � WILLIAM PATRICK HOBSON AND DAVID CLARK HOBSON E � a N a � �s M NOTE: DRIVEWAY RADII = 10' o� UNLESS SHOWN OTHERWISE _� �� FOR -L- PROFILE SEE SHEET 60 FOR -Y24- PROFILE SEE SHEET 69 FOR -SR9- PROFILE SEE SHEET 75 � m a � a a N � M H w W _ N I O O O O + O N P v O a J � � H _ U 2 DAVIU (.LI\KK HU6�Ury \ N 0 � \ \ \ \ \ -� � \ � � � \ � � � \ � � � / \ � %' � \ i�/ ,� � \ PERMIT DRAWING SHEET 52 OF 70 ti�1, �P� $ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. 50' 25' 0 50' 100' � Wf�� a. Re�e��r .i. ,o„o���,��,.a� � I� SCALE:1"=100' II, � .I ,I � �� � rn \ � ��-; � / , s��_ \ M PROJECT REFERENCE NO. SHEET NO. 1-59868 /4 14W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � H w W _ N O O O O + M M Q� H O a J � � _ U g� 2 NOTE: DRIVEWAY RADII = 10' UNLESS SHOWN OTHERWISE FOR —L— PROFILE SEE SHEET 60 FOR —Y24— PROFILE SEE SHEET 69 � 6 � � � � � 3 > � � s a +� m E � � SITE 17 � �S� X � �% ��- �� \� � � '/ �� ��� � �N / I O � + �I' IMPACTS IN N SURFACE WATER � X — — — — — — — — — � 0 � ° Q o� � � � PUE m SITE 18 PERMIT DRAWING SHEET 53 OF 70 � � � �� � � � � I X � � I O � � + N %< -v � � _X X 9 IMPACTS IN SURFACE WATER � X PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������' �' �d.�N� DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MichaelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � s oa so�e��, P�, �e N�z e ��1 �PO �� 12.5' 6.25' 0 12.5' 25' SCALE: 1"= 25' X X ��' \��/ � � � � � s 9 IN /W 30' UTI�ITY EASEMENT — — — — — — — — — — — — — — — — — — — — — — — — E TEMP IMPACTS IN ------------__ SURFACE WATER — — — R W ,, PUE PUE PUE PUE , TEMP IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER ND � � � � a � � a � E a � _ o�s NN+' �Q � O�N �.�.m Z O 'Jr /O PROJ. REFERENCE NO. SHEET NO. g PERMIT DRAWI � �-5986B � �-5a�� x-2�9 l80 �50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 30 20 /0 0 /0 2l� 30 40 50 60 70 S H� F h%� //0 I20 /30 /40 /50 �80 �� _ 3WETLAND WF FILL IN WETLAND � � o.ozo 0.020 ���:1 3�� � /70 _ _ � � � � v2.os \� � 3:� I � MECHANIZED CLEARING ��o _ 172,15 � — � l60 I �� ��0�00 /60 -�—�—+---- SITE 12 - — � iao /70 /60 �80 /70 /60 ieo /70 /60 I80 /70 /60 , �� � ----- --� 170.26 I3 WET�AND WF 0.020 0.0 o FILL IN WETLAND �= � \ 3.� 16811 `�-- I --- �_ 29 f50o00 . i i i � I I o.ozo o.o,� � � —�T � 3:1 — — � — 168.50 � � � 165e66 i—i i i i i i i i i i �— 29 f00o00 3� 7 \ o.ozo o.00s I � I � I ��� 3:� 3', 3:7 ----� 166.73�--- --- — -- 169,78 � � 2U +5�a�� � � � � � 0.033 0.033 I I I I I I I I I I I — -----------� 3:1 3;� _ � 3:� 164.96 — — — ----- -- 164,34 28 �OOo00 � I I I I DR5 l50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 30 20 /0 0 /0 20 30 40 50 60 70 80 90 /00 /l0 I20 /30 /40 /50 iao /70 /60 �So /70 /60 iao /70 /60 l80 /70 /60 — � PROJECT REFERENCE NO. SHEET NO. � � � PERMIT DRAWIN �-59868 52 14W SHEET NO. -- SHEET 59 OF 7 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER - �� F F DENOTES FILL IN � WETLAND � o — � � DENOTES IMPACTS IN "� � SURFACE WATER � � a - � DENOTES TEMPORARY =� DOCUMENTNOTCONSIDEREDFINAL UNLESS ALL SIGNATURES COMPLETED IMPACTS IN SURFACE WATER M;�hae,Bake,E�9;�ee,;„9,,„�. S�N�ATEOES��N�Ro�P,PA � DENOTES EXCAVATION ,5� N��r,o�e 5� oa70�0;0 IN WETLAND 0 N � � � * DENOTES MECHANIZED SCALE:1"=�00' � � � CLEARING � � � � JENNY S.MURPHY - - - - � WILLIAM G. WOODALL - � AND WIFE - RUTH J. WOODALL - / - ' — � -SR9- PC Sta. 26+/2./5 ' s — � — WETLAND WA JOHNNY WILLIAM JERNIGAN —� oris s. �acKsoN -SR9- PT Sta. 24+93.28 � � — SPEC.LAT.2'BASE DITCH R e SEE DETAIL 30 � C � --g—�— � �\ ��— -- —��� � � � � � � � � — _ 4 _ s — � — — �__� � — � ,P ��� �� � E�� �4= ��__ —_ � � � � � 7 SITE 20 �� — '� --- -sR - � --;__ � � �� 1� � � y� � �� a �r Rir wr � �'� ��A �N � � BANK STABILIZATION � \ \ i �� � -t � . 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' v °o � 61 C�� 70 � � � �- � � � '�� �; � 0 � ��, �� � � � J 1 � ,� — � ` �, `�� :-� � sy� �l� � � � �— � ��— �� /� � �� __ � f �_ /,,.. / � �- I � � � >, _—_ >::. /���' f�a-� �so � � � � � � / �— � �� ,� �-b . � �ARBARA WARRE BASS � �� � � � � �.-� � � � � � � �'� � � � ,.i � f ��!`�� � � � �,�r� � � � \ i � � � � � ,� � � � �b�,, �< � � � I �� _��-- — � � � r� ��� �� � � � , � � � � / / � � � � � � � . �, � 1 , , , ,�: � �� � � � � , � ' I � � � � ��� FOR —SR9— PROFILE SEE SHEET 90 � rn N � Q � � E 22� 21� 200 190 180 170 160 150 140 220 210 200 190 180 170 I 160 rn � a � 150 N � S a V � 140 E PERMIT DRAWING ��� = -r-��.vi nn� �+) z,4_uv_v_,, ----,--_ _ - �+11.6216% �� �� �2 PROJECT REFERENCE NO. 1-59868 ROADWAY DESIGN ENGINEER DO NOT U56 ROR SHEET NO. 9� HYDRAULICS ENGINEER IDLANS ACQUISI'fION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ael Baker Engineering, Inc. Sl1NGATE �ESIGI GROUP, P.A. �i �°�,N�e��.P� � oA� � N � � \ — 180 � " " " � ELEV=l68.90 (+11.0766% f-J0.3/02% _ _ _ _ _ _ ____ _ _ _ _ � _ _ — — — — — — �-10.3/02% (+)0.6352% � � �z°�rci� +J0.5000%- - - --------------------------------------------� � _ � � � = ------------------------------------------------------ -- - - - - - - - ( ~� -----------------------------------------------------�+)0.7260% \ P/ STA=l2f50 -SR9- LT ELEV=l7/.0 �o I � o P/PE HYDRAULIC DATA PIPE HYDRAULIC DATA � W 66" CAAP Sto. 10+76 -SR9- 72" CAAP Sta. 14+24 -SR9- ��' ORAINAGE AREA = 89 AC DRAINAGE AREA = 244 AC � W �ESl6N FREOUENCY = 25 YRS DESIGN FREOUENCY = 25 YRS v DESIGN DISCHARGE _ ll0 CFS DESIGN D/SCHAR�E = 2/0 CFS 'Q' DESIGN HW ELEVATION = 169.5 FT DESIGN HW ELEVAT/ON = 173.7 FT � l00 YEAR DISCHARGE = I40 CFS l00 YEAR D/SCHARGE = 250 CFS � l00 YEAR HW ELEVATION = 170.25 FT l00 YEAR HW ELEVATION = 175.08 FT OVERTOPPING FREQUENCY= 500 + YRS OVERTOPP/NG FREQUENCY= l0 YRS 13 14 OVERTOPP/NG DISCNARGE _ �90+ CFS OVERTOPPING ELEVATION = 172.2 FT 15 16 17 OVERTOPP/N� DISCHAR�E _ �70 CFS OVERTOPPING ELEVATION = 172.6 FT 18 19 20 �FOR -SR9- ALIGNMENT, SEE SHEET 50 & 52 21 22 PIPE HYDRAULIC DATA 30" RCP Sta. 33+30 -SR9- ORAINAGE AREA = 8.9 AC DES/GN FREOUENCY = 25 YRS DESIGN DISCHARGE = 23 CFS �o DESIGN HW ELEVAT/ON = 180.4 FT - � � � l00 YEAR D/SCNARGE = 26 CFS � ii u l00 YEAR HW ELEVATION = 180.65 FT o � OVERTOPPING FREQUENCY= 500 + YRS � o a0°o � � � � o� OVERTOPP/NG DISCHAR6E = 44 CFS i o� �^ m OVERTOPP/NG ELEVATION = 182.3 FT � ++ oo � � � N ^ M i' Pl = 34+50.00 o a �° ° o EL = 183.9/' � � � � � � �. vc = 2oa . � o � � � vQ ,,;� � I I I � K= 2l4 N\ � 0 � a ¢ ii DS >= 60 mph � I � ) I I I � P c~i� W � � o � � � � -J0.3000% � � w i i � W � W � � �_ � `- -�1 _---�+J0.3000%__ --_ ------_ --- ------- —;o�°oi �--------- ------------- --- _---- - --------- -------- ----o� - -------------------------------------_----------- -----�---- --__� (+10.800 (+) 0.5000% _ _ _ _ _ _ _ _ _ __ ��^ RCP -------------------�+J 0.7260% ---- - - _"'___—__—_'—___ JUl ____ '—'____—_ � � JO � II � � I � � � n �J �W . . O W � � p � W � M r�+j � � � � � � � 170 160 150 140 220 210 200 190 180 170 160 150 140 � FOR -SR9- ALIGNMENT, SEE SHEET 12, 13, & 52 23 24 25 26 27 28 29 30 31 32 33 34 35 m N � � � � a � � a ., ; E a � s o�s NN+' �Q � O�N �.'.m O 5 70 PROJ. REFERENCE NO. SHEET NO. PERMIT DRAWI � �-59868 X-199 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 SH F T� 110 120 130 140 150 180 � � � � � 180 — 0.060 0.060 I - _ 4:1 _4:1 — — — — — — — — — — — � — — 170 -------- �:� --- — 770 — — — — — — — — — — - 170.84 169.00 15 + 00.00 - - 160 I I I i I 760 ,ao 170 160 180 170 160 180 170 160 166.07 p i i i i Z I I I � WETLAND WA SITE 20 3 � F�b60N oEobo ND �� � MECHANIZED CLEARING � Q:1 3: � —�---------_-- �--� ------���-- 168.38 14+50.00 0.060 0.060 3�, 3:1 168.60 14 + 00.00 � I I I I 0.060 0.060 � 3:� 3. � 169.68 , , , , , 13 + 50.00 , , -----� �- � — i � ao 170 160 180 170 160 180 170 160 180 . ' ' ' ' ' i i 180 � � � 3.� 0.060 0.060 — — — — — — — — — — — — — — — — — 3:7 170 --------- --- 170 171.35 -------- � � -��. �� 1 + . I I I I I 160 �. , � , _, , � . �. 160 —SR9— 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 � JES�LIFTON ALPHIN, JR. AFIkJ =�� � \ q\ � � \ T REFERENCE NO. HEET \ PROJEC S NO. � � � €�� „awe PHiN--`' / '�" �� ��� �� 1-59868 53 / -- -----, � � �-z� .��, _ �!_ � � � � � Z P IT D WINC�a �, SHEET NO. � , �// , `\ /�..,� V C I �'� � \\ ����� ���� �\\\\\\ �� �' � SHEET 66 �O ROADWAY DESIGN HYDRAULICS �� � 7 � �� �<`�1�� l ��"',�� � V'/ _�� \ �\ \\ �\ � ENGINEER ENGINEER � � ��� ��/ 5���� �� �� �'' � %� � \� � � � ti.� : � �— \ s �\ � i �� ���-��, ���� �� / :� � ��� �, �� ° � �, � ��— ���/- � / �� �—_ � � -SRB- POT Sta. +19.45 8 = J �—� —ERN�S�J�tA V�S ALPHIN --�_ � � — - � � ��C����—� `�� � � ��� � —� f JESSE CLIFTON ALPHIN, JR. � � _ `� �� ��- � �Q � ��� � \�� �� ���� / � N -5R8 PT Std� 2 2 ��� � !j � � e�'- ��� � � �� ����;—�� / � , — _ _ � — \ \`� � � � �� ��� � a, �.,�� � � `� � � � � � � J \ �� � � � DOCUMENT NOT CONSIDERED FINAL � —�� /�� � � �`� ����\ �� � � �� � �� � / / \ �\ \���� \ \ ��" � ��J� / �—� f � —1 � �� \ \\ \\\ �'- \ � � � UNLESS ALL SIGNATURES COMPLETED L o ll\� � � \�- �' � "�� A �—\ HEN Y W.ELMORE` -� ���_ —SRS— PC SfO.'L +17J9 \ \\ 1 Michael�BakerEngineering,lnc. SUNGATEDESIGNGROl1PPA. e000 ae � AN�w,FE, � / — DENOTES IMPACTS IN �i— ,�� �� � � m �", � � � �����`�� � � N��r �e�=e'F"o�, ��susiE E��pRE � SUR� E WATER �� � ti� � � �'� Rx.. o..� � aso �� 50' 25'; 0 0' 100' �� ��,: �' i /— � �������!T��, DENOTES TEMPC)�ARY � � � �\\\6��� ;\�� � � � � �//�� C;� (�''� � � �i��1111� IMPACTS IN SURFAC�VA�€B. � g�° ,\ � � \ CALE:1"=50' :l �� � � C� � /) � r J � � �, '� -,..,� ,�_ /'� ..� \ RETAI \ ., t�3� � �I . � �' � � � (/ ��;', CL 'B' RIP RAP / � I r � / \ � � EST.3 TONS Jl �a J � ' � C? �l � � � \ l �1 � � EST. 10 SY GF ) � -� � . �Z �� �� � � ' � '' > > � � �. _ � ��,\ � I �� � � � ��, �; � � � - �, ��� F ��� � � � � =-� � ; � � > �° --=f . _ � ��, � � � �� � � �� � c� _ __ � �. �-� —� _ _ � ��\� , -- � � ,,,� ( � S�E�67 OF 70 ����-�--�-- �„- `F � �� � F _ — — � _ F �\ �� ' � �� � � � � ��aG � �,. � � � ` � � � I �L = J � / �-� ��—�-� �' — —r — F �� � F y� ��\` END CONSTRUCTION —�, —�---"` � � � _ _ d � _� � �� --- � � — � _ — � _ -'� F �� � �� SR8- POT STA24+10.28 7 � / I \ �� � _ R `-� _ — — � F \( \�N\ \ � SITE IOC ` -. 18" RCP-IV \ I �� CL RAP a��/� � �__ / � F R � ( ) y \ �N \ OUTLET C NNEL SYAB�71 TION /� C C/�� � �� � \\ \ \ \ I � �' LENGT =10' �\ �..� � _ / a E \� �� ��- / � � \\ �—" EST.17 NS \ � SEE DETAI�40 � � \� J J / ��� \ \\ \� \ I � ��— : ,/ - c i � \ �` � , � � 'i � � �� I \�� \ ��� Q, �p � SfEC.LAT.'V'DFTCH—' f �'� �_�C'� � ����� �v J / \\ �\ � -/1 \ /� L.XIIRT. JR. ' ` 5y� DEfAIL 3 E� � \ y / \ � � AND WIFE. d0 � � /,,� 1 � �� � � � , ��� ,. �\ I � LEE B. TART � �� �/ � � � �--� `��' � � � � �� �� .,�,i � ��:� — � a, �� � o�� � � , � �' /- � � �—� ERNEST JARVIS ALPHIN� � I � � � �'�C� � � �- � � JESSE CLIFTON ALP111N; JR. � ��� � �� , � � � � / �� � � ������ �� , � � ���v�, , 1 �- � � � � � i � s � ���� �, � � � ��,� � I - � _� _�_ � _ � � � � �� \ '�r � � � ��' � ��� � �� �'o � � � � 1 T � � � � �S, � � � � � � R8- PT Sto. 18+02.95 � �Q / R8. , ti 1 � � •���S�q �,_ �;� ;� � � � � ��X � � � � � \ \ ��o � � � � � � r ° sti � _ \ �� � \ \ � � -SRB- PC ta.13+68.67 ��'��, � �\ �� 9� � � � � \ � � � � �. � � �_ � � � ���� `� � � � � \ \ � � � � � � � � , � __ \ � a � � � /E � RAMONA 0'�UINN WARREN ALTON LUTHER WARREN, JR. AND JANE FRANCES WARREN NOTE: DRIVEWAY RADII = 10' / UNLESS SHOWN OTHERWISE FOR -SRS- PROFILE SEE SHEET 89 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (ft) 1 800+95 to 801+38-L-RT DRAINAGE DITCH < 0.01 44 2 795+73 to 796+gg-L-LT ROADWAY FILL 0.11 0.05 3 801+10 to 803+74-L- 42" PIPE < 0.01 < 0.01 121 19 4 811+37 to 814+11-L-RT ROADWAY FILL 0.05 0.05 5 816+14 to 816+28-L-RT 54" PIPE < 0.01 < 0.01 8 10 OUTLET CHANNEL < 0.01 23 5A 11+04 to 11+40-SR7-LT ROADWAY FILL < 0.01 24 POND 0.18 6 18+84 to 18+94 -Y22-RT BANK STABILIZATION < 0.01 10 7 20+15 to 20+39-Y22-RT DRAINAGE DITCH < 0.01 < 0.01 18 18 7A 46+22 to 47+34-Y12- 60" PIPE < 0.01 44 INLET BANK STABILIZATION < 0.01 < 0.01 20 10 OUTLET CHANNEL < 0.01 < 0.01 36 17 7B 11+84 to 13+35-Y12RPD-RT ROADWAY FILL < 0.01 < 0.01 113 11 8 844+71 to 845+24-L-RT PIPE REMOVAL < 0.01 33 8A 849+47 to 849+75-L-RT PIPE REMOVAL/DITCH < 0.01 9 OUTLET CHANNEL < 0.01 22 8B 38+g2 to 39+04-SR7- PIPE REMOVAL/DITCH < 0.01 < 0.01 18 16 CHANNEL REALIGNMENT < 0.01 14 9 855+32 to 859+66-L- 1 at 9'x8' RCBC 0.02 < 0.01 98 44 INLET CHANNEL < 0.01 < 0.01 56 19 OUTLET CHANNEL < 0.01 < 0.01 185 25 TOTALS*: 0.16 0.05 0.05 0.25 0.04 810 275 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (ft) 10 875+41 to 875+82-L- 60" PIPE 0.01 < 0.01 105 47 INLET CHANNEL < 0.01 41 OUTLET CHANNEL < 0.01 0.01 34 13 10A 4+58 to 15+95-Y13RPB-L 36" PIPE < 0.01 47 OUTLET CHANNEL < 0.01 < 0.01 20 20 UTILITY < 0.01 59 106 21+71 to 22+25-DR5-RT ROADWAY FILL < 0.01 40 CHANNEL REALIGNMENT < 0.01 15 10C 14+54 to 15+23-SR8-LT 30" PIPE < 0.01 48" PIPE < 0.01 OUTLET CHANNEL < 0.01 11 22+10 to 22+55-DR5- 1 at 9'x8' RCBC < 0.01 39 INLET CHANNEL < 0.01 0.01 < 0.01 < 0.01 38 29 OUTLET CHANNEL < 0.01 < 0.01 29 10 11A 19+83 to 21+03-Y13- 1 AT 8'x7' RCBC < 0.01 8 INLET CHANNEL < 0.01 < 0.01 40 17 OUTLET CHANNEL < 0.01 < 0.01 42 10 UTILITY < 0.01 22 11B 898+13 to 899+23-L- 60" PIPE 0.01 34 INLET CHANNEL < 0.01 < 0.01 20 13 OUTLET CHANNEL < 0.01 < 0.01 25 12 12 22+75 to 30+68-DR5- ROADWAY FILL 0.61 0.09 0.22 < 0.01 < 0.01 53 10 BANK STABILIZATION < 0.01 12 TOTALS*: 0.61 0.09 0.23 0.09 0.05 602 302 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (ft) 13 875+41 to 875+82-L- OUTLET CHANNEL < 0.01 < 0.01 20 10 14 36+49 to 37+35-SR9-LT ROADWAY FILL < 0.01 < 0.01 0.02 UTILITY 0.03 15 16+32 to 16+62-Y24-RT OUTLET CHANNEL < 0.01 < 0.01 31 12 16 17+24 to 17+g5-Y24-RT ROADWAY FILL < 0.01 UTILITY 0.02 17 913+16 to 919+91-L-RT ROADWAY FILL 0.10 18 23+67 to 24+00-Y24-RT ROADWAY FILL < 0.01 < 0.01 UTILITY < 0.01 19 15+51 to 19+g3-Y13-LT 66" PIPE 0.01 < 0.01 16 BANK STABILIZATION < 0.01 CHANNEL REALIGNMENT 0.05 20 14+00 to 14+95-SR9- 72" PIPE 0.08 0.01 0.04 < 0.01 72 INLET CHANNEL < 0.01 < 0.01 21 11 OUTLET CHANNEL < 0.01 < 0.01 25 13 SHEET TOTALS 0.08 0.02 0.07 0.04 0.19 < 0.01 169 62 PAGE 68 TOTALS: 0.16 0.05 0.05 0.25 0.04 810 275 PAGE 69 TOTALS: 0.61 0.09 0.23 0.09 0.05 602 302 TOTALS*: 0.85 0.16 0.34 0.04 0.53 0.09 1581 639 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (fit) (ft) 1 800+95 to 801+38-L-RT DRAINAGE DITCH 0.007 44 2 795+73 to 796+99-L-LT ROADWAY FILL 0.111 0.051 3 801+10 to 803+74-L- 42" PIPE 0.008 0.002 121 19 4 811+37 to 814+11-L-RT ROADWAY FILL 0.046 0.048 5 816+14 to 816+28-L-RT 54" PIPE 0.001 0.001 8 10 OUTLET CHANNEL 0.004 23 5A 11+04 to 11+40-SR7-LT ROADWAY FILL 0.002 24 POND 0.182 6 18+84 to 18+94 -Y22-RT BANK STABILIZATION 0.001 10 7 20+15 to 20+39-Y22-RT DRAINAGE DITCH 0.003 0.003 18 18 7A 46+22 to 47+34-Y12- 60" PIPE 0.005 44 INLET BANK STABILIZATION 0.002 0.001 20 10 OUTLET CHANNEL 0.002 0.001 36 17 7B +84 to 13+35-Y12RPD- ROADWAY FILL 0.010 0.001 113 11 8 844+71 to 845+24-L-RT PIPE REMOVAL 0.003 33 8A 849+47 to 849+75-L-RT PIPE REMOVAL/DITCH 0.001 9 OUTLET CHANNEL 0.003 22 8B 38+92 to 39+04-SR7- PIPE REMOVAL/DITCH 0.001 0.001 18 16 CHANNEL REALIGNMENT 0.001 14 9 855+32 to 859+66-L- 1 at 9'x8' RCBC 0.016 0.007 98 44 INLET CHANNEL 0.007 0.003 56 19 OUTLET CHANNEL 0.003 0.004 185 25 TOTALS*: 0.16 0.00 0.05 0.05 0.00 0.25 0.04 810 275 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (tt) 10 875+41 to 875+82-L- 60" PIPE 0.013 0.006 105 47 INLET CHANNEL 0.006 41 OUTLET CHANNEL 0.003 0.010 34 13 10A +58 to 15+95-Y13RPB- 36" PIPE 0.006 47 OUTLET CHANNEL 0.003 0.003 20 20 UTILITY 0.008 59 10B 21+71 to 22+25-DR5-RT ROADWAY FILL 0.002 40 CHANNEL REALIGNMENT 0.002 15 10C 14+54 to 15+23-SR8-LT 30" PIPE 0.003 48" PIPE 0.003 OUTLET CHANNEL 0.001 11 22+10 to 22+55-DR5- 1 at 9'x8' RCBC 0.006 39 INLET CHANNEL 0.001 0.011 0.004 0.003 38 29 OUTLET CHANNEL 0.005 0.002 29 10 11A 19+83 to 21+03-Y13- 1 AT 8'x7' RCBC 0.001 8 INLET CHANNEL 0.005 0.002 40 17 OUTLET CHANNEL 0.009 0.002 42 10 UTILITY 0.002 22 11 B 898+13 to 899+23-L- 60" PIPE 0.013 34 INLET CHANNEL 0.002 0.001 20 13 OUTLET CHANNEL 0.003 0.002 25 12 12 22+75 to 30+68-DR5- ROADWAY FILL 0.613 0.088 0.215 0.006 0.001 53 10 BANK STABILIZATION 0.001 12 TOTALS*: 0.61 0.00 0.09 0.23 0.00 0.09 0.05 602 302 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (tt) 13 22+95 to 23+17-Y13-RT OUTLET CHANNEL 0.002 0.001 20 10 14 36+49 to 37+35-SR9-LT ROADWAY FILL 0.004 0.005 0.019 UTILITY 0.026 15 16+32 to 16+62-Y24-RT OUTLET CHANNEL 0.006 0.002 31 12 16 17+24 to 17+95-Y24-RT ROADWAY FILL 0.008 UTILITY 0.018 17 913+16 to 919+91-L-RT ROADWAY FILL 0.101 18 23+67 to 24+00-Y24-RT ROADWAY FILL 0.003 0.001 UTILITY 0.001 19 15+51 to 19+93-Y13-LT 66" PIPE 0.010 0.002 16 BANK STABILIZATION 0.004 CHANNEL REALIGNMENT 0.051 20 14+00 to 14+95-SR9- 72" PIPE 0.080 0.010 0.041 0.008 72 INLET CHANNEL 0.002 0.001 21 11 OUTLET CHANNEL 0.003 0.001 25 13 SHEET TOTALS 0.084 0.015 0.068 0.018 0.190 0.009 169 62 0 PAGE 68 TOTALS: 0.16 0.00 0.05 0.05 0.00 0.25 0.04 810 275 0 PAGE 69 TOTALS: 0.61 0.00 0.09 0.23 0.00 0.09 0.05 602 302 0 TOTALS*: 0.85 0.00 0.17 0.34 0.02 0.53 0.09 1581 701 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb � � 0 m � a � � . . � V W 0 � � � � SITE 1 �N m�� SITE 6 n� � �.,s+�.� �- � �. w.s�.� na � �,,���y�,z,� ENU CON87RICIION 9EGIN CONSiRIICIION BEGI lIII�GE -n� � & � + . YI� P�T SfA 90+SYt BEGIN tONS n� ror ab. se+».v � rrn e�o u e�N woee eeen �' 9 na ror sr as+asx s { � �. �,+� r� ,13 1 1 � ��N ��,�,� � g 9 4 5 �._ � � i_ � 12 � F��__`_ y� � p] _ -re� re sb. w+oo.ao ����� �� ����� �������� �������� �� �������� C UMBERLAII tD, HAR11 tETT, A11tD J�H11tST�11t C� U11tTlES LOCATION: I-95 FROM SR 1811 (BUD HAWKINS ROAD) (EXIT 70j TO I�0 (EXIT 8l). WIDEN TO EIGHT LANES. TYPE OF WURK: GRADING, PAVING, DRAINAGE, SIGNALS, CULi�ERTS, AND STRUCTU�iES WETLAND AND SURFACE WATER IMPACTS PERMIT sEcriory � SITE 2 SITE 3,4,5 — UUNN IS+GO.CO � u� ,�.,u ew_wxw,.�n�na�Ra= END 1-5986B SECTION 2 9TAT6 9TA1E PRO]HCC $ePR1ENC8 N0. ���a I-5986B I-5986B 47532.1.3 � PE f���������� i�� . ; ������r�����r����� s� '�'1 %j�A���� ��1� "� ���� � � � i� . � • � ♦ 9ENSON �CIIY LIMR ' � ouNN ' Cf1Y LNAIT asti rar se. ap+ea.is �ns- ror s� io+isa� Q C � 0 s � a +' � � E a � � _ N �, � � am� N �, ��� �,�, o ��L L� � � � 0 V - - -- '- •-- - •---- BEGIN 1-5986B ' xo�s: SECTION 2 I. THIS IS A GOI�TTRO»�R�ACGBSS PRQIEGT WITH 3. THIS PROJECT IS WITSIN DUM1r �4ND BEAtSOX AGCESS BSING LIMITEU TO I11rTSRCH.�IiGES. MUNICIPAL BOUNDARIES. 2. CLS.41elNG ON TiI15 PROjSCT SHALL BS PERPORMBD TO 4. DESIGAT BXGSPTION REQUIRED FOR HORIZONTi4L ALlGl�*MENT AND THS LIMITS BSTRBLISHED BY MSTHOD IL HORIZONTelL STOPPING SIGHT DISTANCH ON SR 1811 �UD HRWKIIYS RpAD) AND SR 17d5 (ELM ST. EXT.). (SEE PLAIY SHEST 7, l2 f�t l3) ��� �� �s� �s ror sre. �o+ys.as � � � ooeure�rr xor eara�oeRm ��wLL ux�ess �u sw�u�umes co�r�eteo Prepared !n the Ofi1ce of: HYDRAULIGS ENGIIITBER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH _ Ykhrl6ehrEnyln�Mny,lnn. . 80001�genql Perkxay� �IEe Ha0 ADT 2020 = 58 900 •� '• c�,Nc s�a�e � PmTeeelonel Caryaretlon Llmnea Number: 50 25 0 50 100 �a��� ADT 2040 = 75,�aa LENGTH ROADWAY TIP PROJECT I 598GB = 11.865 MILES � N T E R N A T I O N A L F,oea �� o� ��,� K= % °Jb A�DR DIVISIOlY OF X[GHii�AYS �� ��o PLANS D= 55 % aa,s snu,m�xn srBcnr�rrays p� � � 50 25 0 50 loo LENGTN STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER P.E. �°� � � T = 24 % • ' � V= 70 MPH RIGIYT OF WAY DAT&: �`"�`"` �°� ROADWi4Y DSSIG11f � PROFILE [HORIZONTAL] * n79r, nST + 796 DUALS] TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES �G� �'� �� MAY 1, 2019 CURTIS TILLMAN, P.E. ��, �� PR(y@L7' DESI�lIf SI�'C�ffi�t �� lf � ���� io s o ia zo FUNC ClASS = ��G ��: INTERSTATE STEVE D. 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WEfLAND WBG -.i''� � fesi� � � � C ^ ,,- � ry s a J � � � NOTE: DRIVEWAY RADII = 10' a UNLESS SHpWN QTHERWISE � FOR �- PROFILE 5EE SFIEEf 80 FOR �R73- PROFILE SEE SHEEf 1Z6 �] � — J � � �� J �� 4 z ,+�, ��W C t� t�y L� � �u �1 ` � ` -� � w � � • �� � } � � � ' � � � _ _ � � � � � #� �� 4 � �J �� � � a y� �� o — J � ,n, � �1 4 ; _ � �� � wI� �ary` N r` ��� � � ' � l� I � ���� � `� � aN �x� x% r� � �K � <� m � � END CONSTR2lCTION -sRsa- Par ste.2�+6r..� —�___� �� �� \ � �0 � � � � � � � � �, a � E L d i � � u � N � 1 � � � J � 3 � � � t� 4 1I� �+� 1a17 V �I r� � I� � � �_ � `� � a d� l ' s �,� �, J �� � —� � l b 1 I � � PRELIMINARY IMPACTS (SLOPE STAKE + 25FTj woaos � so 00 3 � � � \ � \ WETLAND WB �� � � \ � , � �`:' '� ,y '� �, ;y -W�a� _ �, - - -� � � � �e� � � \ �' �i � '� �r � y 31TE 6 �,�� \ � \ � � �'�' � '�' �i � ''i � 'y �j 'y �' `� \ � �/ '�/ �' �' � r. ��, � � ''� � '� �'r� �` '� � � � � � l � � � � � � � ���� ro � � � � � � � 1 � `� �, �' �� � � � � 1 J � ��� � j t ������ � — ` ` � � 3 0 PROJECf RffER@ICE ND. SNEEf NO. i-5ssse �5 itW SXEEf NO. ROeAUWAY OESIGN HYDRAUl1C5 ENGINEER ENGINEER IN��MPLE lE 1P]LAI�IS DO NOT V8S PDH dW A00[1191T[ON DOCYNENT NOT COlISIDERED FINAL uN�ess a« a�aNwrux�a ooMr�er�o wl BalnrEnpinantig, lne. 1� i°?°�p.�°tw �i� �,��....� <<o a� SQ' 2�5' Q SQ' 100' SCALE: 1" =100' ��n ti 0 �� �� �O � y V � x °a i �$ � � � y�� �J � i i � '�' � �! �, �'i ,y � �I� ,� f �1 � �/ � � s�! �, �! �, '� �/ / rf � � � � ,y� � � '"J � � � � � r� ?y ''� ,y �Y � ,Y — 4 �' 'y �" � $ l >Y � 'y y�, 'y av � -/� `�, 'y � � — — _ _ _ � � �EN4TES FILL IN WETLAND FQR —SR9/r PROFILE SEE SFIEEf 124 ➢1 �`�I.. r �-' b� � � .•p U 1 � �' � � 0 \ � � �� - - � � � � � � 4�� � � _ � � � ;� � � I < 6 a � ��� � u �� � � � �t] :N n �� � `? � i - � � �� ��� � #� �� � � l b�y, ��' o J/ J F h � ,n, r �1 4 ; _ l PROJECf RffERBJCE ND. � ! � v ��� ] `�. � � �� `�r &? � � � � �� '� I —59868 �) - � /�, �'' V ` • � � ' � � � n � 6etJ � � �er % � ieW SMEEf NO. ( b a� � 1 R ` V� ��" (n" tri � � ' � 19� `� L18`� �%a � ROeAUWAY OESIGN �� w �'� � �, � ,e�'. � � � � �'�' � ENGINEER S� � 1 ` P6i � � � ��� U y � �Y � �� � y�'f 51��� �'"- \ �h l y� � �00� �µ L V' C�i d+l r� ` 1 4 } yy. � � �� � � l r { � �� l�� � � � � � � � � <( � � a� �`� � � } � �� -� ,� �� 1 '� ) ��� s 1 �`� iN����LE 1 N � �pbt /v - �� � /1� \:�ai , m, ° �003 � oa xm� oas saa d v � ��� ������ � � �� � � � � 1 � � � � �' � ��� � � � � � � ���1 ��� �ti � � � �9� C� � ` �� � � �> � °� � � �� '�� �� /-' � � � � � � c. � n�.e- I� i\ \ I � `�6le G�� �G �,W J60t �`� f,�i Z y i\ 1 �� G �, � 4�� I lV1 ' �. i1 a� '-;4` '� � � � I �W � �` J < �K � a� m �/� J�} l`ff. 5 EN�CONSTR��TIOM -sRsa- Par ste.2 �»� t �� � �� � � �«;_ f �'� V, � � l� 1N � �� S � � � C� �-��>� � � 1 �!�/� � �� / SNEEf NO. ENGINEER 1P]LAI�IS A00[1191T[ON �a � `r �� %/ ' � � �� -eg 1 � / � `�' DOCYNENT NOT COlISIDERED FINAL � W r 3� � � + s ':ti ° � �r�� /� � _ at � m � YNLlSS ALL a16NA7UR[a CAMPLli[� � � � " �' 1 ` r�] � �a / �� �' / l V� � �ter r �� a �� � r� � � Mlohwl BalnrEnpl� m9� � ,��... � ; �.T ,� � N � � � j tP � � � � � �I y L �r� � �' ��l ~ 1� � ��t� � �.,��.,.. � ,� ; � —1�� ae�,� � � � r� � —� � � � �_, � s�� i �) � � L� �� � � � �,� � �—� m � 1� `' ��` � � �` � � � � � < � ��`p r V w � '/ .� �i � 4 �.. �"�.., � �� i � � � � / 1?,�^ J � �� � , t,� � \ �. �t° 8 J� � ����'� (/� � �/ C m `��z r��/ ����-� � °� � �,1 � oy�► S ` � P� �- � , q I P �L �- � ` y \ � �t " �' ds � � � `19� ^" �� � � , � /� � � 7 � �' ` L � z"""' % Ce�`-- � � 1 � ��� �,�� � � � �' fy `°"� �ei �° } � � =° $ 2 5 100' r � � Q� �� Q Q� � �` `� 1 S � � � � �, � �� �-- � ' �— � � � 68 �' � �GS } ".n ` —�� 7 `f�' � � � �j �6� > � SCALE: 1"=100'_ ' � G X � ��� `' � �9�� P� � ry � r�� f' � 47� � �„ ��� > > c,b,� y� � � � � � � r �. �, � �� � � �� ` . / � a � � °s w` l 1 `�-� � � � C �c �� �'�651� � 1 �I o , ��� „�o- �� � � � � 4., �I� � � �, � �z6�� �" � �(�C�'� f � �+. i L �> ��4 V`� �\j 1 � �`''� � //�� WETLAND WB 99 4 i(� �� �%1`i'� `� � z / \ G� f J t� �ua L� � �` � �� � � � _ � \ g �: '`b` ce� ��� ,� � . �� % r`� �� ny /' � m '�. V � � ` �'F�� _- � (r' � � � 1 ` ` ��� � C �+;� 4 � �\ \ �' � \� `� �� � W��l�``, 'T `J� ~ ��'�� / 0 � �i L � �� �,.` � � � � � Z�� � � � ---_ � � � c� �� >'1 � � y 31TE 6 ��� � � � � � � �' � / 1 ( ��� � �� � �� \��,y� �' �,� � �` �, c;�' �� `� �� �.� l �-- 1 I \_.., � �e� � � I ( ��- � � /i �-<�tis" C� � �' ��r J` ~ ` � � =?'",,� �''' '�L-� �� � �, --v\, � � �I � [ � � F/ � � �ebi- j � C� �� C \'t6[ � �'� `�'7 � %y '\ �-�� � i ` � ,y � ` } y "�.- \ � L � � �, y,7 L�-'�/ '�, �l ���y 1 � 1�41 .� � � � � � � 9� � �� y,o-� � � �� �'� '� � � V�I l�f � r � � � �� � � �^� ` ` `� �� , � ~ _� � jj ll ' � �r.. _ ...r� nW \- . .a�' %%i� �iClL u� _ � r i . . ��—� �� � �- � � '� �;a� �� � l / / 1 / � / �� � � � (:. �S � `J � ����� � �� � � ��_ s PRELIMINARY IMPACTS (SLOPE STAKE + 25FTj � � � � �, � � � � �'��— �� '�.0 � �� � y V � x °a � �$ r ` �� ` �JI �y`��a �� � � � � � � ���� �� �� �,�::��,:� �����Y.�� ���� � ���r�� �� �l -�,f'��� � � �� � � :� ��'1 > l �� � Q ��� ���� ��'� ��� � �� �,�- 1 � ��, �� � � � � a ��— � �, , ��_�`��" � � i�,g,� � � r��.e l`�' ��� -�° G� �, J 1� rr� J `1 � �� � �i �'- � _�Z .�e. � I � n � �J �� � r � � ��Il�v s � �,ti_ ��r-�-� C� 11 � �� � � �� , y��� � � � � � f � � � � �J���;� j \�� ��1c, � ��/��I > ?��`� ��%J�J ��� �1' �' ' � f9`-v'� `Lr � • lyry ,9?�� P_ �� � `� � /..i ���f �-' ��� �� � ��� � �. � �' ��r � � r� � � l \ ,,� r93 r � � � �� � f �4�� � � �J � �J � �` � } �� � � �,h�}EN�1ES �F�LL II�/ ( � V�ETLAISD � �' � � ��S FQR -SR9/r PROFILE SEE SFIEEf 124 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 21+77 to 22+34-Y14RPB- ROADWAY FILL 0.02 140 1A 15+48-NBCD- ROADWAY FILL 0.02 157 1B 21+04 to 22+11-Y14RPB- ROADWAY FILL < 0.01 35 2 1035+24 to 1036+18-L-LT ROADWAY FILL 0.03 101 3 1038+02 to 1045+46-L-LT ROADWAY FILL 0.56 4 1038+70 to 1045+26-L-RT ROADWAY FILL 0.75 5 1041+00 to 1043+91 -L- ROADWAY FILL 0.29 208 6 17+58 to 19+60-SR9A- ROADWAY FILL 0.50 TOTALS*: 1.81 0.36 641 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 21+�� to 22+34-Y14RP6- ROADWAY FILL 0.024 140 1A 15+4s-NBCD- ROADWAY FILL 0.020 157 1 B 21+04 to 22+11-Y14RP6- ROADWAY FILL 0.003 35 2 1035+24 to 1036+�g-L-LT ROADWAY FILL 0.028 101 3 1038+02 to 1045+46-L-LT ROADWAY FILL 0.564 4 1038+70 to 1045+26-L-RT ROADWAY FILL 0.749 5 1041+0o to 1o43+g1 -�- ROADWAY FILL 0.289 208 6 1�+5sto1s+6o-SR9A- ROADWAYFILL 0.498 TOTALS*: 1.81 0.00 0.00 0.00 0.00 0.36 0.00 641 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb � � 0 m C � 0 s � a +' � � E a � � _ � ��� am� n,�> ��� cn � o \ i L � � a � � . . � V W 0 � � � � � � � � 0 V L I 'y s,:� � .,.�_���_ -- ���.�.�r"'�`� ,r�r�� -- � ��� ��fp FAYEYfE�M1� ����� �� ����� �������� �������� �� �������� C UMBERLAII tD, HAR11 tETT, A11tD J�H11tST�11t C� U11tTlES LOCATION: I-95 FROM SR 1811 (BUD HAWKINS ROAD) (EXIT 70j TO I�0 (EXIT 8l). WIDEN TO EIGHT LANES. TYPE OF WURK: GRADING, PAVING, DRAINAGE, SIGNALS, CULi�ERTS, AND STRUCTU�iES WETLAND AND SURFACE WATER IMPACTS PERMIT SECTION 3 SITE 2 SITE 1 SITE 1G SITE 13 SITE 10 SITE 9 �� � ,, END 1-5986B sEcrioN 3 'AT6 9TA1E PRO]HCC $ePR1ENC8 N0. ��a I-5986B 47532.1.3 � PE �!�■.■■����i� . �� � �l�i �/►��� . ���.�►��r�� � � _�tr .1 �,��w�is�:� J���� - � ��►� .� PRELIMINARY IMPACTS {SLOPE STAKE + 25FT) 9ENSON �CIIY LIMR BEGIN 1-5986B SECT ION 3 SITE 3 SITE 4 SITE 7 SITE 6 51TE 5 SITE 11 51TE 8 SITE 14,15 �s� �� � Y Q 51TE 12 TC7 � � I1�TCOlbd]PLE'10E PLANS uo Nor � roa a/w Acarnsmorr YOCIIMlIR MOT COM61UlRm �INILL ux�ess �u sw�u�umes co�r�eteo Prepared !n the Ofi1ce of: HYDRAULIGS ENGIIITBER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH _ Ykhrl6ehrEnyln�Mny,lnn. . 80001�genql Perkxay� �IEe Ha0 ADT 2020 = 58 900 •� '• c�,Nc s�a�e � PmTeeelonel Caryaretlon Llmnea Number: 50 25 0 50 100 �a��� ADT 2040 = 75,�aa LENGTH ROADWAY TIP PROJECT I 598GB = 11.865 MILES � N T E R N A T I O N A L F,oea �� o� ��,� K= % °Jb A�DR DIVISIOlY OF X[GHii�AYS �� ��o PLANS D= 55 % aa,s snu,m�xn srBcnr�rrays p� � � 50 25 0 50 loo LENGTN STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER P.E. �°� � � T = 24 % • ' � V= 70 MPH RIGIYT OF WAY DAT&: �`"�`"` �°� ROADWi4Y DSSIG11f � PROFILE [HORIZONTAL] * n79r, nST + 796 DUALS] TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES �G� �'� �� MAY 1, 2019 CURTIS TILLMAN, P.E. ��, �� PR(y@L7' DESI�lIf SI�'C�ffi�t �� lf � ���� io s o ia zo FUNC ClASS = ��G ��: INTERSTATE STEVE D. KENDALL. P.E. PROFILE (VERT1CALj STATEWI�E TIER JULY 21, 2020 xcoos• caawrecr rs SrGTLiZYIRRB See Sl�et 9A For Index of 5heets See Shzet 9B For Canventianal Symbols �- a� � � : m � � � � N L � m E � a ti _ c� � ccn a \ �� \ �9\ \��\ �� \� � a� � � x 8 � ........,...,.....,� , +� � \` � �� q a � � � � � � I� cH weas � � � �F MICHAEL A� Na KELLY ao: Yr \ � 1 `� � � �3 � �.fl \ � C(ILTNurEO � �/� �//�//� 0� CLAI�SON WEBB DENOTES FILL IN W ETLAN D DENOTES IMPACT5 IN SURFACE WATER Q� C.N. MfEBB � � � I o ���4 o,�,-� o � l `� o, , � J� � isFo � CII�TNATEO �} + � I Y?—�--��l-�- --- � —�—�— �vrl —�— - ' � — _tFrJ �� 3" Rou�Hi„iRo�l E�P PNG. 6". 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ROADWAY �ESIGN HY�RAUIIGS ENGIN�G ENGNEER dNCO2�dPL1E E PLAIeTS U6 NOT L� FOR /W ACQUI�'CIDN �OCYMENT NOT CaN711DERE6 FINAL YMLlSE ALL S16NATYRl.S COMPLlTlO i1wl�FiglmMrg,lnc o��..� e000 n.y ree.w�iux.i ��$ x cc �na� 50' 2�' Q 50' 100' SCALE: 1"=100` � � N � 0 0 O 0 d- N � Q � 0. Y 1 � r r� � u � cutrNare� � � � � � � � � 1 NOTE: pRIVEWAY RApll = 10' UNLESS SHOWN OTHERWISE SHIRLEY LEE FOR Y26- PROFILE SEE SHEEf �_ � � — � I � I\ S,8 JPF PRpPERTIES LLC � � PRELIMINARY IMPAGTS unua sEas�er [SLOPE STAKE + 25FTj \ SITE 15 � �� , - BECKY BEST �� �� �� � ( � )` � I �� ,�� '� ''a'�' `J�M ` � � / � \ � � m � � a 0 � N cn L � m E � a ti _ c� � � O � � H il 0 0 c O + N H 0 d � r 0 V � ``� � � � WETLAND WK � s�fi I} ;4 I _�%�' � �. �f � � � �'��` � �: !� � �1c`�`' � c� j �� l = � '�` 11 ��� 'X � -!1 � � 4 � ' isFo � � � .� � � " \ � � �' i� �s i j � � I `'� � L � 1 i 4„ J f I� � °� JI �'_� �} � ;� �G}'� � �s� U _ , 2 ''' � 1 I � � _,,, �� r. � .,,y ,�o�s l. � �;; �'1�i �ANNY BAREFpOT CRACE WEEKS l`j 5 y l — � ! i` l } � `1 I I � � 1� � � M� LII�A BEASLEY — � � � �� � � � �l `l � N YIL�REU TART ` 1 � � l � � � � � �1 � �'7 l �1 � � II7.��"' - � �+�iL' �� E �"�`ti � x � �� — � � � � � t � � � / �., J � � � � ��11 � � I 1� x � � � � ��+� I � � f � �� �` ���5 �, � I M1 �� � C 6e�� __�__, SITE 14 ooxi; OISTqIBl1TOR INYESTMENTS � CRAYLON MLLAMA9 LLOYp Tl1RNACE WETLAND WK MCLAMB � � DENOTES FILL IN W ETLAN D h s ` �� �� cutrNarFn r � I SHIRLEY LEE �6- PC 51a. lTf52�8! � � ,,. C �� � C�LTNATE6� � � —�� r� � � SHIRLEY LEE � �~ � �oo� � � . � — . � �1� '�`� ,,� � �_�.. � �' � \� �� ��� z� TIMOTHY T RNACE C''� � � � i � i� ` � . � �� ��� _ ��` � � �� , � PROA�Gf IIEFEIIENCE NO. SXEET ND. 1-59868 62 WW SMffT NO. ROADWAY �ESIGN HY�RAUIIGS ENGIN�G ENGNEER dNCO2�dPL1E E PLAIeTS U6 NOT L� FOR /W ACQUI�'CIDN �OCYMENT NOT CaN711DERE6 FINAL YMLlSE ALL S16NATYRl.S COMPLlTlO i1wl�FiglmMrg,lnc o��..� e000 n.y ree.w�iux.i ��$ x cc �na� 50' 2�' Q 50' 100' SCALE: 1"=100` � � N � O 0 0 0 k � � Q � 0. Y 1 � �/ \ `E 24� � �, � �- � �E�E ; tE E � —z�.�� � � '� TREYY BAREFOOS \ CGi�A7ED � \ �� �"� � � � �,, �7 cutrNare� � ��\ ��� � � � � � � �,�e�� � � � � � s�}r�� ` �' 1 NOTE: pRIVEWAY RApll = 10' UNLESS SHOWN OTHERWISE SHIRLEY LEE O r u � FOR Y26— PROFILE SEE SHEEf � � x � � a 3 E � _ � �� o� �� ,� m� �� 150 140 130 120 1l0 100 90 BO 7Q GO 50 40 30 20 10 0 10 20 30 40 50 SO 7 �5o I I I I I I � -I , , , , . _ . _ . _ . _ _ o.ozo o.oso sao�---, ----------- .... — — -- — �—� — --, — — --- 240.69 15 + 00.00 230 i 250 )0 110 120 130 140 150 I_ z�o 2AQ _ 23Q OAZO 0.020 _ 24�_ — — � — � — -- 240.08 _ s3o I I I I I I I I I � I .u_� + . , , , � 250 240 s: 1: 2� 2: 2: 2• 230 � r 150 140 130 120 100 90 BO 70 60 50 �r . o.oso o.ozo � — � — — --�-- — --- — — � _ 239.3f � 14 + 00_00 � I � 23i.75 VD WK �Fruwo �— I c� r.�c � � + oo.00 —Y25— 20 10 4 10 20 30 40 50 SITE 14 � 25Q 24Q s3a ssa 240 23a 2sa 240 230 SITE 14 � 2sa 24D —.. 23D 70 80 90 100 110 120 130 140 1S0 _ � =TLAND WK I�— FILL IN WETLAND ����--- — WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 1075+84 to 1077+41-L-LT ROADWAY FILL 0.05 < 0.01 65 2 44+g6 to 48+09-SR13- ROADWAY FILL 0.05 329 3 22+04 to 27+47-Y16RPC- ROADWAY FILL 0.06 582 4 24+21 to 24+g3-Y16RPC-LT ROADWAY FILL 0.02 5 32+g6 to33+11-SR15-RT ROADWAY FILL < 0.01 12 6 34+52 to 35+60-SR15RT ROADWAY FILL < 0.01 111 7 37+43 to 37+61-SR15-RT ROADWAY FILL < 0.01 29 8 85+45 to88+88-SR15-RT ROADWAY FILL 0.22 < 0.01 38 9 52+2g to 55+07-SR16-LT ROADWAY FILL 0.26 10 69+06 to 69+34-SR16- ROADWAY FILL 0.01 106 11 17+23 to 19+17-Y17RPC-RT ROADWAY FILL 0.09 12 10+37 to12+14-Y17RPA-RT ROADWAY FILL 0.09 0.03 100 13 53+57 to 54+g2-SR13- ROADWAY FILL 0.01 167 14 12+67 to 13+62-Y26-RT ROADWAY FILL 0.05 15 12+67 to 13+62-Y26-LT ROADWAY FILL 0.13 16 24+2g to 24+55-Y17RPB-LT ROADWAY FILL < 0.01 TOTALS*: 0.92 0.19 1539 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 1075+g4 to 1077+41-L-LT ROADWAY FILL 0.045 0.005 65 2 44+g6 to 4s+o9-SR13- ROADWAY FILL 0.046 329 3 22+04 to 2�+4�-Y16RPC- ROADWAY FILL 0.057 582 4 24+21 to 24+g3-Y16RPC-LT ROADWAY FILL 0.017 5 32+g6 to33+11-SR15-RT ROADWAY FILL 0.002 12 6 34+52 to 35+60-SR15RT ROADWAY FILL 0.008 111 7 37+43 to 37+61-SR15-RT ROADWAY FILL 0.003 29 $ 85+45 to88+gg-SR15-RT ROADWAY FILL 0.223 0.006 38 Q 52+Zg to 55+07-SR16-LT ROADWAY FILL 0.263 10 69+06 to 6s+34-SR16- ROADWAY FILL 0.013 106 11 17+23 to 19+17-Y17RPC-RT ROADWAY FILL 0.087 12 10+37to12+14-Y17RPA-RT ROADWAY FILL 0.094 0.034 100 13 53+57 to 54+g2-SR13- ROADWAY FILL 0.012 167 14 12+67 to 13+62-Y26-RT ROADWAY FILL 0.051 15 12+67 to 13+62-Y26-LT ROADWAY FILL 0.126 16 24+Zg to 24+55-Y17RP6-LT ROADWAY FILL 0.009 TOTALS*: 0.92 0.00 0.00 0.00 0.00 0.19 0.00 1539 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb � � 0 m � � a � � . . � V W 0 � � � � � `����_-- ��r� �.�� a!1_lY, ~ _ _ - � �� BEGIN 1-5986B SECTION 4 INORTHI C � 0 s � a +' � � E a � � _ � ��� am� n,�> ��� cn � o \ i L � � � � 0 V L I ��fp FAYEYfE�M1� ����� �� ����� �������� �������� �� �������� C UMBERLAII tD, HAR11 tETT, A11tD J�H11tST�11t C� U11tTlES LOCATION: I-95 FROM SR 1811 (BUD HAWKINS ROAD) (EXIT 70j TO I�0 (EXIT 8l). WIDEN TO EIGHT LANES. TYPE OF WURK: GRADING, PAVING, DRAINAGE, SIGNALS, CULi�ERTS, AND STRUCTU�iES WETLAND AND SURFACE WATER IMPACTS PERMIT SECTI4N 4 (NORTH� ���o�, � PRELIMINARY IMPACTS {SLQPE STAKE + 25FT) SITE 1 SITE 3 �� Q 'AT6 9TA1E PRO]HCC $ePR1ENC8 N0. ��a I-5986B 47532.1.3 SITE b, 6A, 6B �!�■.■■����i� . �� � �l�i �/►��� . ���.�►��r�� � � _�tr .1 �,��w�is�:� J���� - � ��►� .� SITE 5 51TE 4 51TE 2 SITE 7 SITE 10 END 1-5986B sEcriaN 4 rNORrHt � � PE SITE 8, 9,11 [1�TC ]PLE'10E PLANS UO N LSS I+OR R/ W ACOOIS[I]OTT re�rr xor eara�oeRm ��wLL ess �u sw�u�u�ees co�r�eteo Prepared !n the Ofi1ce of: HYDRAULIGS ENGIIITBER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH _ Ykhrl6ehrEnyln�Mny,lnn. . 80001�genql Perkxay� �IEe Ha0 ADT 2020 = 58 900 •� '• c�,Nc s�a�e � PmTeeelonel Caryaretlon Llmnea Number: 50 25 0 50 100 �a��� ADT 2040 = 75,�aa LENGTH ROADWAY TIP PROJECT I 598GB = 11.865 MILES � N T E R N A T I O N A L F,oea �� o� ��,� K= % °Jb A�DR DIVISIOlY OF X[GHii�AYS �� ��o PLANS D= 55 % aa,s snu,m�xn srBcnr�rrays p� � � 50 25 0 50 loo LENGTN STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER P.E. �°� � � T = 24 % • ' � V= 70 MPH RIGIYT OF WAY DAT&: �`"�`"` �°� ROADWi4Y DSSIG11f � PROFILE [HORIZONTAL] * n79r, nST + 796 DUALS] TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES �G� �'� �� MAY 1, 2019 CURTIS TILLMAN, P.E. ��, �� PR(y@L7' DESI�lIf SI�'C�ffi�t �� lf � ���� io s o ia zo FUNC ClASS = ��G ��: INTERSTATE STEVE D. KENDALL. P.E. PROFILE (VERT1CALj STATEWI�E TIER JULY 21, 2020 xcoos• caawrecr rs SrGTLiZYIRRB See Sl�et 9A For Index of 5heets See Shzet 9B For Canventianal Symbols / PRELIMINARY IMPACTS / (SLOPE STAKE + 25FTj �ORIS � JONN NOOGES / b � N / N / rHOMAs HooaEs / / $�p11 / � C 61 � C� L a y � N / WETLAND WBK / �---� ----,�-- ---- -�a----� -- w�a--- � � �y'�er - - -� �r - - � � � � � � � � � � . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � w000s / ' er��eoaao &F � 1� � � � �k � 1� w 1� � � � �' � - �:� � �„� �� �,� ��� ��� ��� �� ��'� ��'� �� SITE1 ,� - � — '� _w�e � r � � ~ —� �_—_� � � ` � F ,_,..��� _ S—��i _� _ �"��-_ �- _ �-����--.. _ � W0065� � �_ WOO�Sl � �� 1 � 20 GRAVEL - - - - - - - - - - - - - - - - - — - � - - - - - - - - - - - - - - � - - t - - . . . 60' WW X X�X X X X X X X X X X X X X 60' � ,. �. ,� r ,� . _ . nti lrc: �.n� �:.�_ . . . . . . . - _ " �.Y4.n. :._ _ _ - _ � Q _ U � hYIBlN N00➢ hY1,4U 20'PAVEO ROOONA✓ IB' RGP i _ � �DENOTES FILL IN / WETLAND � EOP MTL r , 95.� —�—� _ ---- 1-95 SBL E� 24'PAVEO ROFldNA✓ £� ---- EOP ---nl ---- — _! � — f-35 N8L "" 24' PA1/EO hC1pCWAY EOT 98 e5T EOP -i`� MTL Century Link, IJnknawn Pair Size �S � � � �. � �� �� � � � . 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SXEET ND. � � /�/ � ` ' l-589GB � � WW SMffT NO. � � � � \` � \ ROADWAY �ESIGN HY�RAUIIGS \ ` \ ` �` \ \ ENGIN�G ENGNEER � � \ \ � ` � ` ` \\ � \ �` \ \ \ � � \ � \ \ � \ � I \ \ \\ / � � � \ �OCYMENT NOT CaN711DERE6 FINAL [1 YMLlSE ALL S16NATYRl.S COMPLlTlO � \ w� Nlchrl Belwr Fi�mM�Y, Inc � Y � � � � PRELIMINARY IMPACTS �s �� � � N ��� \ /�� �� (SL4PE STAKE + 25FTJ � � �/�� \ \ \� 12.5' 6.25' U 12.5' 25' � 1 ` � � � � \, \ DENOTES IMPAC`� Z� � � � sc,�e:,"=��' 1 \ SURFACE WATE � � � \ � � � \ �. � � � �T\ \ � i � � , I �� � � 1 � � \�� \\ �� ' � � I � �� � �\ � �, N � \ , ' SITE 6 Z � � � � zs � \ , _ _ �, � \ �, \ �— � � �\ � �z 1 � z8 � \ � ` �� , �, / � so � ���� � � �/ i `' � �\ � � Q �� � r � .� �j� � � � '��j �/ . � - - I ?� � � / - � /// - - ' �'�— � \� \� � / �� � l� �,� � � � � ��� ���� � � '�'� \� `ti � — I� �� � � m P05SIB�E JB � � �, N � � � � � s a �� m � � } � E � � � � � � � 1 � �� ��� � � I—.95 SB� .37' P I/q E R�� ADW ` � _� +- � �� � � jo qy �� � _ �� � � �� � � 1390 + 50 -L- � � � � 1 � � v � � 3 � z _ � �� o� N� �� m� �, SITE 9 ' I � I � I � 200 0� SITE $ WETLANQ WBSg STREAM �RIVING BRANCH � -� 3 FILL IN WETLAND / � � ^ � � PACTSJI`J�SURFACE WATER l80 3'� � � — / / 170� — f . �� �JJ1 l60 �_ _ 0.025 0.025 0.025 ,-, 5:7 5:1 _,_ � � r f � 140.22 �O Z _ g W o.oz� 3 \ I � �� 3�1 �� � � � �O , ��\ ~ ^����� 140 � 120 � 100 80 � 60 .�_ 40 20 0 20 40 � b0 � 80 lOD � 120 � 140 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 1252+48 to 1265+g6-L-LT ROADWAY FILL 1.50 2 1252+25 to 1263+87-L-RT ROADWAY FILL 0.20 186 3 1260+08 to 1260+65-L- ROADWAY FILL 0.78 4 1284+24 to 1285+34-L-RT ROADWAY FILL 0.01 < 0.01 48 5 1316+85 to 1317+00-L-RT ROADWAY FILL < 0.01 64 6 1344+69 to 1346+45-L-LT ROADWAY FILL 0.02 192 6A 1347+1g to 1349+60-L-RT ROADWAY FILL 0.04 174 6B 16+70 to 17+70-Y18RPD-LT ROADWAY FILL 0.01 28 7 1375+48 to 1376+00-L-RT ROADWAY FILL < 0.01 8 1387+7g to 1391+45-L-LT ROADWAY FILL 0.03 69 9 1387+7g to 1391+45-L-LT ROADWAY FILL 0.10 10 1391+47 to 1392+7g-L-RT ROADWAY FILL 0.06 11 1387+71 to 1380+g6-L-LT ROADWAY FILL < 0.01 162 TOTALS*: 2.44 0.31 923 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 1252+48 to 1265+g6-L-LT ROADWAY FILL 1.501 2 1252+25 to 1263+87-L-RT ROADWAY FILL 0.199 186 3 �2so+os to �2so+s5-�- ROADWAY FILL 0.778 4 1284+24 to 1285+34-L-RT ROADWAY FILL 0.010 0.003 48 5 1316+g5 to 1317+00-L-RT ROADWAY FILL 0.005 64 6 1344+69to 1346+45-L-LT ROADWAY FILL �.01$ 192 6A 1347+�g to 1349+60-L-RT ROADWAY FILL 0.037 174 6B 16+70 to 17+70-Y18RPD-LT ROADWAY FILL 0.010 28 7 1375+48 to 1376+00-L-RT ROADWAY FILL 0.003 $ 1387+7g to 1391+45-L-LT ROADWAY FILL 0.029 69 Q 1387+7g to 1391+45-L-LT ROADWAY FILL 0.096 10 1391+47 to 1392+7g-L-RT ROADWAY FILL 0.056 11 1387+71 to 1380+g6-L-LT ROADWAY FILL 0.009 162 TOTALS*: 2.44 0.00 0.00 0.00 0.00 0.31 0.00 923 0 0 "Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb �� � � � � m � � � 0 � � � � � E � a � � _ �,¢;, a °J c� �� � o�, � m,�, o ��L � � � � � ., � V W 0 � � � � � � � � 0 � Pre�red ln the Offlcg �: �'DRAUIJGS ENGINBER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 5o s� o sa ,00 �T = DIVISIONdgOF RHIGNHWAYS ��� ����� � K = % � �.� s����s ��� ���o PLANS D = % p� � � s�va�a: � � � T= %' RIGHT OF WAY DATE: a � V= MPH r�ewBc'r �vcn+�R ROADWi4Y DSSIG11f � PROFILE [HORIZONTAL] * nST = DUAL �G� �`��'� o��� p FUNC CLASS = LHTlING DATE: �� v�a��� rxw8cr �nr �,� PROFILE (VERT1CALj STATEWI�E TIER pg srcxtxrm� �- a� � � : m _=—� � 5alL _ � � �� � PRELIMINARY IMPACTS (SLOPE STAKE + 25Ff] � � ��4 � R/W MON IAnRr L C�LLESP�E LACY MCLAl1RIN HEIRS EfHEL B MCLAURIN CMH HOMES, INC TINA P BELl15H ai��eoaao 1 '� �`'`�'� � � � ��'� _��' � . � isew � �I � ��,___' _4 — 1�------ �a � ' ��� I_ `~~ �4 {i ��' woaos �- .. .� ei���eoaRo�,C? 9 � � � � SITE 2 ;ri;: � � WOaDS �, � � '- I � A/p MON � � — — — ' � �3�a—g �C1 � r � � — �.,�=7 �{� a c' o ---� � �'t� — — :,-, �ir' : . � . . � l-95 58t VAR HST — f ��— Q c� � J C � � m a � m E a � _� � � - � ----------�--------------------------- ---- � :�--------------------- � �_` f-95 NBL V?RBST ___________`f__ -- � � �"`� � � � � � � � ---------- � �— , � �—�� �--�T�------------�--' � � � ~ ~ �I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ INV IFES1=129.81` __ __ '_ " � . . _ -. 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ROADWAY �ESIGN / ENGIN�t / �1V�.'fl��T.� � n3 U6 NOT L� FOR /' / � v PRELIMINARY IMPACTS 50� 2s� o so� ioo� ENGNEER ��..��5 ACQUI�'CIDN (SLQPE STAKE + �FJFT� / �OCYMENTNOTCaN711DERE6FINAL uM�ess ru� s�oNnTunea coMr�rreo \ SCALE:1"=100' r�+•��„��re.i� o��.. / �f.e_�fi �e -..��� / \ MILTON G E�NfAR�S, JR CERnL�iNE G E6wnR65 � \ \ \ W.E. TURNER LARENE TURNER BYRD � !05'BST \ / \ / \ / ,uuwuA c sMrtH \ CJVROLYN R SPICEY SITE 6 uFE �sT°aE WETLAND WK \ � —� �_��,•—� -� �--,��� � —� � —� �— � �-- -- T��- � �—��—� �, — �- _ _ � � �� � �� � � � � '� � '� � � � �� � � `� � '� � WETLAND WJ \ � � � /cuFroN o McuuR� � ��k � �`� � �� �� � �� �` �� �� `� �� � � � \ KATHLEEN MCUWRM � `k '� waaos E E �� —K —�i ! 35 SBL 37'HST 51TE 5 ----- �,�— E ! 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TAYLOR, III uF'E ESTnTE RESERvE� TO G. C. TAriOR JR RACHEL M TAYLOR �- a� � � . m � DENOTES FILL IN WETLAND �DENOTES IMPACT5 IN SURFACE WATER PRELIMINARY IMPACTS (SLOPE STAKE + 25FTj STREAM SD ��� ��� � � � � �� . .� �� � � �r� ` � � � . a �.. . l-95 58L 37'BST � m � 0 cv N a � m E a _ ma � � � ----- — ��---.�a--------------�a------------- .� ,. � S ITE 15 � � � � � SWAAfP 50' 25' 0 50' 100' / SCALE: 1" =100' / � / / � / / � / --------- -- ��a —� / � �� � . � � �����`_� � .� `� � � �� � . 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SXEET ND. l-5986A 20 WW SMffT NO. lOADWAY �ESIGN HY�RAUIIGS ENGIN�G ENGNEER dNCO2�dPL1E E PLAIeTS U6 NOT L� FOR /W ACQUI�'CIDN �OCYMENT NOT CaN711DERE6 FINAL YMLlS8 ALL S16NATYRl.S COMPLlTlO �.� �� ����, ��a 1s�1�3n1■ !�?^^s^�^p' � o�m�..� � � — �!� �T � � � � � � � 1 1 � �_ i i _ �� , , � � � _ _ _ - - _ _ — — — — — — — — — — — exislirvc aiw E E" E _ E E— _ — � � -. .. � i�p � � �� .. .. .. . - -� - - -� ,. -- -- �- f. .. % / NC�OT \ � \ \ \ � NC�OT �- a� � � . m � � � � 0 cv N a � m E a _ ma � � � DENOTES FILL IN WETLAND �DENOTES IMPACT5 IN SURFACE WATER PRELIMINARY IMPACTS (SLOPE STAKE + 25FTj 50' 25' 0 50' 100' / SCALE: 1" =100' / � / / � / / � / � STREAM SD --------- -----� � ---.�a--------------�a-------------- --�,-----4,r� ��a —� � � �� �� T C ` � \ ,�4 � � � � m —G�i✓ �iZ�. ��IE �J l/1:�« _ ` '26_� �-. '�c �`��.1- �`� �; 1h�� /` ``" ��T� r � - �. 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SXEET ND. l-5986A 23 WW SMffT NO. lOADWAY �ESIGN HY�RAUIIGS ENGIN�G ENGNEER dNCO2�dPL1E E PLAIeTS U6 NOT L� FOR /W ACQUI�'CIDN �OCYMENT NOT CaN711DERE6 FINAL YMLlSE ALL S16NATYRl.S COMPLlTlO wl6elar FiqlmMrg, Inc � ��� .i. o�m�..� / / / \ � ceoRce e�MUNo auw�o ��� � T— ,� — �—� Ruer w eu�u,ao ���. �� ���� i ��� ���.�� '�� SITE 18 � � � � woaos � � , � . _ EIP 7�X� 8 CL�i�X'X X—X— r�s se� 37'&sr l�=;•�.z•s.tr� a � � �' � � � � � `^ � �_.__o �� —� x x x x x w000s SA4IUEL A ROBERTS MiCw�EL D DixON j WUVCY C 61XON �' / / / / / / / � \ \ \ PRELIMINARY IMPACTS \ (SLOPE 5TAKE + 25Ffj • � x � • � x— w000s � STREAM SE � � - - --- --L"�ti E E SITE 18 GEORCE EDuUND BULLnRD ui RUBY W BULLARO WETLAND WAB SITE 19 �DENOTES IMPACTS IN SURFACE WATER � bENOTES FILL IN WETLAND � �- a� � � m � � � N N a � m E a � _ ma � � / l / / / �Y � �V � /� � � SAAIUEL A ROBERTS \ MICHAEL D DIXON NANCY C UI%ON _ �� r, j•°n� "�� `g- ! 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I-5986 27 WW SMffT NO. lOADWAY �ESIGN HY�RAUIIGS ENGIN�G ENGNEER dNCO2�dPL1E E PLAIeTS U6 NOT L� FOR /W ACQUI�'CIDN �OCYMENT NOT CaN711DERE6 FINAL YMLlS8 ALL S16NATYRl.S COMPLlTlO �.� ea� ���..N�, ��a � ��� � o��� WETLAND / WAK / o � � canTVPi�a I c` `� � � ` � .�e,. � O� � � `�'� �-` �' 1� / �� � �� `� SITE 22 � � � 1 — a— ���c F MOORE, R6NAL� C 8 YfIFE BETTY H � � N, a � m E a � _� � � ----- �—� '— ---------9s se� a� esr------ — — — ---------- CaNC ircH - --- ------- ----` 1�5 NeL 37'85T E � r�N� R� E E \ FEs ------------�— ---- � � u o oirc -------- ---------- ---o coNc � . � MTL r- - T ,1 '---"-------` '------------------------ --�-�- - ,-� --� ��- _ � _ � Js�i�.-�.. : �' '�h'r�� � � � F F F �. [,�� 460RE. RONSL� C � NIFE BETTY H / , �-'a�B `F," � '� ,{c '� � � � `� � � � � � � .� � � � `� � � � ,� � `� ��.� �.� `� � � `�' � � � � � � � � � � � � � � � � � � � � � -�'� � � � ��,�'��`� � � �`��.��,���� � �'� �`� �.�.��. � � `�'��.����� � � `� r � � ,�. � � � � � � � �w� �k � -� � � �-�'� � ��'�a—,� _ �-� � �`_� � � � � � � `'� � � � � � � � `� � L� —�—`"� --- — —�—�— —y`-- —� —�—�'--�r�e----- SITE 24 / WETLAND / WAI / / / / / / � � �- a� ' � � m ' ' ' ' ' ' PRELIMINARY IMPACTS (SLOPE STAKE + 25FT] — n� � �aa � « \ � �- �bc[r � DENOTES FILL IN WETLAND .� 11h--, � �S s� � `� _� � �"^- � ��f\ � I �hI00RE�R6NAL� C 8 YfIFE BETTY H r 1 i �� . � � �a• s�• o �a• iao� SCALE: 1"=100' PROA�Gf IIEFEIIENCE NO. I SXEET ND. WW SMffT NO. DWAY �ESIGN HY�RAUIIC ENGIN�G ENGNEER NCO2�dPL1E'�°E PLAIeTS U6 NOT L� FOR /W ACQUI�'CIDN �OCYMENT NOT CaN711DERE6 FINAL YMLlS8 ALL S16NATYRl.S COMPLlTlO �.� ea� ���..N�, ��a � ��� � o��� WETLAND WAK \����� ���� � MiL q� \ � � GRAIN SILOy \ � l � ����� ITYPI I+ \\ _b� � \ � `�\ �\�/� \ ' � �at �f � \ �� � �_ / � �� ��� — �,a— � �� �� /J �,� � � / � � �bs7� � . � .- �, � SITE 22 �P,��, / � � �, :� ..�. .. : � � �E.� _ a- � _..,__... 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RONbL� C � NIFE BETTY H I � I � J � �"�``� � `� � � � �� � � � ` � - I � � �r"�r .� J f /• � `� '`����` �- �—c,e;�— � �K"—� �''� � �`�J ��,��f ' � ,} `� ``����� �� � �e:�� -����``� �� ,� �,�� � `�� `K � ,�- � �� / �-''�j� �/�� �''��� `� . �=,�� � ,� . �j } �� .� ,� �� r" �,n° r��% ,� ���//� ,�-�b��'����� '�. �,�'"E. -ti ti' e `�9 ,� `� � `k ��'� / / � �� � _ .� '� %�� �� � ��--- �`� - ��e—.� _ � � — � � — � �- �— =� —`� — � j - . ,— /�. � � � �A,�/ ///��`:-� �,� J T `:� /J �� � � ` \\\�-''I SITE 24 r-� � �l4 � Sd? � � i. _ �� "� 2 � �^ � J p L�„ \ \� L 7f 4-' � � s / WETLAND WAI / / / / / / � � � r� � ���� �� � � � � � z � x 1 n 1 � d 3 E � C Z S �,a o� �� �� �, SITE 22 140 I I I I I I I 135�----�z�`� l30 I I� � � WETLAND WAK Z ZI , g g ��. _ . W W -►i�' �'1�-_ FILL IN WETLAND C L 5TA 422 + 64.74 -L— �� .f �—J� 140 � 120 � 100 80 � 60 � 40 20 V � Q � 20 40 �� SITE 24 WETLAND WAI Z� �Z z _ � � g - � 3 3 � . _��� — FILL 1N WETLAND ��— ` � �� ��---�, � � � �---� �f�-- ��_ GO � 80 100 120 I 140 �- a� � � . m � m N, N a m `a � _� ma � � / / / PRELIMINARY IMPACTS / (SLOPE STAKE + 25FTj / / STREAM SF � WETLAND 51TE 23 WAK .\ �, a,n — -�-- ���� ��r�v� �e ,�1�� � i � � ��� �.�, � � � ,� �, � '� � `� '� �` _ �„ � 'K `� � ,� � � � I � � M1 � � �w e� `� '� '� � � � �� , _ �� � ' -,�:��;�.,z ,.. `�—.'�.-.�,�� f� f05 95T ! 1-95 58L .�/' 85i 1 Eo oi1cH —L— � � � s_s Asr , � f-95 NBL 37'H57 —E E � � �` � \ \ � � \ 50' 2�' 0 50' 100' � DENOTES FILL IN W ETLAN D SCALE: 1" =100' \ DENOTES IMPACTS IN � SURFACE WATER \ W ETLAN D \ WAK � �� � . i i �—� . � � Te,��� � ,� � T — ��� � ,� � � — � � � �` � � . � � � � � � � � � `� � ,� � � � `� M�pRE„��A� � 8 N�FE B�TTT �k � :� SITE 22 MOORE. RONAL� C & YfWE BETTY H �8�� � � `� � ,K � � � � � `� � � � � � � � `� � —,� — � _ � `� ,� � � —� � ,� 'r ��"— —'— — �-' � � � � ,� , _. \� m 4 — — — _ _ y`—au;, �_ � � `� _ _ a,M— m � m �� :r,: :,-�: :�,� PROA�Gf IIEFEIIENCE NO. SXEET ND. I-5986 28 WW SMffT NO. ROADWAY �ESIGN HY�RAUIIGS ENGIN�G ENGNEER dNCO2�dPL1E E PLAIeTS U6 NOT L� FOR /W ACQUI�'CIDN �OCYMENT NOT CaN711DERE6 FINAL uM�ess ru� s�oNnTunea coMr�rreo �.� �� ����, ��a � ��� .i. o�m�..� PoNo �����.��.�'.��'"�.��/���,��`.���'.��������I �'`.���������I'���"�%�'��.�.�����s'.��'�s��'����"��`�'s.��'.�����i�.�.�.��'�.,f.�����'�".r'�/��.�.������..� ��. : _ . —__—_'_-------__.,__.'--.--,_��.����`'_,�ni� ���.—. � I __ ___ _ _ —_ _ J .`. .I , — — — — — — — — — — — — ---- — — — — — — — _ — — — -- _. — — — — — — � i _ �� � .Rw � � _ � � � � ' SITE 24 `� ,� `� � '� � �,�� uifo��,qo�� c a�w�E�9€3rr H � � ��� ��������x�� �'k��� � �� �1 ��'��vk��� � ���� � `� � � _ � �_ � _.,� � �. `�_w�'� _ � -� —� — �— —�� —�" WETLAND WAI / / / / / / / / WETLAND WAI. —X X X QB, �i � � � r _'�'— �K ,� � � � '�= !'- ������� � ����. �`\ `� ����,� ��� `� \ �� � � � ����� ' �—�—�—�---- STARLING-WHITE. JESSIE �- a� � � m � � m N, N a m `a � _� ma � � \ PROA�Gf IIEFEIIENCE NO. SXEET ND. I-5986 28 / WW SMffT NO. 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J __ ����� �= `�� = , �_ < � � �.''� 1 ��"\ \�� _�`��`':���� ������� �.. �� ���� �\ � �� � ����-�� s � ��=�����������i�•,,��� ������\\\ � \ ����,i �z`\�� \=�\\ f � � _ ������-��������`��\�A � � �V� \\� �a��V�� s�`��� � _ =\_�_�� � ���\\` "d� \ \� \\ .�a� soJ, �at�r s,� � ���=~�� "=��-\����\ � ���s � \�\ \ \ � \ ���- �� � �� �� � � ��'`�\\ �-�-���� �� ���' � � ��� �\���� \ \ _ ��� ����'" ��`�\\�� � � \\\ \���? \ � � � ���� ���� �a������,.� �, ��� s .�, A \ _` � _��;����\�`�\�\\�����\����� �\� 1 � ll \ ��\���\\��; ��\� �;,���..�\� �\� y`�\ WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 90+87 to 92+10-L-RT ROADWAY FILL 0.02 2 91+gg to 100+06-L-LT ROADWAY FILL 0.23 3 94+37 to 100+20-L-RT ROADWAY FILL 0.16 < 0.01 38 4 108+26 to 114+34-L-LT ROADWAY FILL 0.08 5 118+98 to 133+53L-L-LT ROADWAY FILL 0.54 6 122+19 to 124+g4-L-LT ROADWAY FILL 0.07 7 121+32 to 127+68-L-RT ROADWAY FILL 0.65 8 186+19 to 193+09-L-LT ROADWAY FILL 0.17 0.17 9 199+16 to 202+54-L-LT ROADWAY FILL 0.18 10 198+56 to 203+79-L-RT ROADWAY FILL 0.37 0.04 70 11 11+89 to 23+93-Y5RPC-R ROADWAY FILL 1.35 0.02 63 12 213+68 to 222+17-L-RT ROADWAY FILL 1.66 13 251+91 to 253+32-L- ROADWAY FILL 0.03 116 14 300+64 to 306+99-L-LT ROADWAY FILL 0.13 15 301+32 to 304+90-L- ROADWAY FILL 0.25 138 16 302+03 to 307+02-L-RT ROADWAY FILL 0.18 17 351+049 to 351+95-L-RT ROADWAY FILL < 0.01 18 354+73 to 354+g0-L- ROADWAY FILL < 0.01 130 19 354+90 to 357+78-L-RT ROADWAY FILL 0.02 20 384+05 to 292+gg-L-LT ROADWAY FILL 0.28 21 405+58 to 405+78-L-LT ROADWAY FILL < 0.01 22 422+17 to 437+17-L-LT ROADWAY FILL 0.67 23 423+14 to 423+31-L-LT ROADWAY FILL 0.01 40 TOTALS*: 6.78 0.17 0.36 595 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design #REF! (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 24 418+39 to 437+17-L-RT ROADWAY FILL 0.76 25 508+34 to 509+39-L-LT ROADWAY FILL 0.09 26 522+79 to 528+98-L-LT ROADWAY FILL 0.36 27 539+19 to 540+76-L- ROADWAY FILL 0.03 114 28 573+52 to 575+47-L- ROADWAY FILL 0.04 29 574+35 to 574+56-L- ROADWAY FILL 0.02 106 30 600+13 to 606+75-L-LT ROADWAY FILL 0.31 31 618+08 to 618+41-L-RT ROADWAY FILL < 0.01 32 622+48 to 626+94-L-LT ROADWAY FILL 0.48 33 625+60 to 626+52-L- ROADWAY FILL 0.02 101 34 625+67 to 627+43-L-RT ROADWAY FILL 0.14 35 640+37 to 642+41-L-RT ROADWAY FILL 0.02 36 642+58 to 643+31-L- ROADWAY FILL 0.01 67 37 660+09 to 660+50-L-RT ROADWAY FILL < 0.01 38 665+70 to 684+31-L- ROADWAY FILL 0.52 0.32 60 BRIDGE 0.08 38A 690+67 to 694+59-L- ROADWAY FILL 0.13 39 725+12 to 725+92-L-LT ROADWAY FILL 0.01 40 729+82 to 731+51-L-LT ROADWAY FILL 0.05 41 735+67 to 739+95-L-LT ROADWAY FILL 0.19 42 761+05-L- ROADWAY FILL 0.02 86 43 30+59 to 33+43-Y5LPDA-RT ROADWAY FILL 0.17 PAGE TOTAL FROM SHEET 93 6.78 0.17 0.36 595 TOTALS*: 10.06 0.25 0.78 1129 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 90+g7 to 92+10-L-RT ROADWAY FILL 0.024 2 91+gg to 100+06-L-LT ROADWAY FILL 0.233 3 94+37 to 100+20-L-RT ROADWAY FILL 0.156 0.007 38 4 108+26 to 114+34-L-LT ROADWAY FILL 0.076 5 118+gg to 133+53L-L-LT ROADWAY FILL 0.536 6 122+19 to 124+g4-L-LT ROADWAY FILL 0.073 7 121+32 to 127+68-L-RT ROADWAY FILL 0.648 8 186+19 to 193+09-L-LT ROADWAY FILL 0.170 0.165 9 199+16 to 202+54-L-LT ROADWAY FILL 0.183 10 198+56 to 203+7g-L-RT ROADWAY FILL 0.371 0.035 70 11 11+gg to 23+g3-Y5RPC-RT ROADWAY FILL 1.352 0.018 63 12 213+68 to 222+17-L-RT ROADWAY FILL 1.659 13 251+g1 to 253+32-L- ROADWAY FILL 0.034 116 14 300+64 to 306+gg-L-LT ROADWAY FILL 0.133 15 301+32 to 304+g0-L- ROADWAY FILL 0.247 138 16 302+03 to 307+02-L-RT ROADWAY FILL 0.178 17 351+049 to 351+g5-L-RT ROADWAY FILL 0.005 18 354+73 to 354+g0-L- ROADWAY FILL 0.009 130 19 354+g0 to 357+7g-L-RT ROADWAY FILL 0.024 20 384+05 to 292+gg-L-LT ROADWAY FILL 0.284 21 405+58 to 405+7g-L-LT ROADWAY FILL 0.005 22 422+17 to 437+17-L-LT ROADWAY FILL 0.672 23 423+14 to 423+31-L-LT ROADWAY FILL 0.010 40 TOTALS*: 6.78 0.00 0.00 0.00 0.17 0.36 0.00 595 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 24 418+39 to 437+17-L-RT ROADWAY FILL 0.761 25 508+34 to 509+39-L-LT ROADWAY FILL 0.087 26 522+7g to 528+gg-L-LT ROADWAY FILL 0.364 27 539+19 to 540+76-L- ROADWAY FILL 0.032 114 28 573+52 to 575+47-L- ROADWAY FILL 0.035 29 574+35 to 574+56-L- ROADWAY FILL 0.024 106 30 600+13 to 606+75-L-LT ROADWAY FILL 0.305 31 618+08 to 618+41-L-RT ROADWAY FILL 0.004 32 622+48 to 626+g4-L-LT ROADWAY FILL 0.480 33 625+60 to 626+52-L- ROADWAY FILL 0.016 101 34 625+67 to 627+43-L-RT ROADWAY FILL 0.139 35 640+37 to 642+41-L-RT ROADWAY FILL 0.021 36 642+58 to 643+31-L- ROADWAY FILL 0.010 67 37 660+09 to 660+50-L-RT ROADWAY FILL 0.003 38 665+70 to 684+31-L- ROADWAY FILL 0.516 0.318 60 BRIDGE 0.080 38A 690+67 to 694+59-L- ROADWAY FILL 0.129 39 725+12 to 725+g2-L-LT ROADWAY FILL 0.012 40 729+82 to 731+51-L-LT ROADWAY FILL 0.054 41 735+67 to 739+g5-L-LT ROADWAY FILL 0.194 42 761+05-L- ROADWAY FILL 0.023 86 43 30+59to33+43-Y5LPDA-RT ROADWAY FILL 0.172 PAGE TOTAL FROM SHEET 93 6.78 0.17 0.36 595 TOTALS*: 10.06 0.00 0.00 0.00 0.25 0.78 0.00 1129 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb Attachment E: I-5986 Buffer Impact Permit Drawings 31 �� � � � 0 m � o� 0 s � Q � � � E a � � _ � ��� am� n,�> ��� cn � o \ i L � a � � . . � V W 0 � � � � � � � � 0 V ����� �� ����� �������� �������� �� �������� C UMBERLAII tD, HAR11 tETT, A11tD J�H11tST�11t C� U11tTlES LOCATION: I-95 FROM SR 1811 (BUD HAWKINS ROAD) (EXIT 70j TO I�0 (EXIT 8l). WIDEN TO EIGHT LANES. TYPE OF WURK: GRADING, PAVING, DRAINAGE, SIGNALS, CULi�ERTS, AND STRUCTU�iES BUFFER IMPACTS PERMIT SECTION 4 �NORTH} BEGIN 1-5986B SECTION 4 INORTHI � `����_-- ��r� �.�� a!1_lY, ~ _ _ - � �� ��fp FAYEYfE�M1� PRELIMINARY IMPACTS (SLOPE STAKE + 25FTj 'AT6 9TA1E PRO]HCC $ePR1ENC8 N0. ��a I-5986B 47532.1.3 � PE �!�■.■■����i� . �� � �l�i �/►��� . ���.�►��r�� � � _�tr .1 �,��w�is�:� J���� - � ��►� .� o�, ��z � �s� �� Y Q 51TE 5 SITE 7 SITE 6, GA, bB TC7 � � SITE 11 SITE $ END 1-5986B SECTION 4 INORTHJ I1�TCOlbd]PLE'10E PLANS uo Nor � roa a/w Acarnsmorr YOCIIMlIR MOT COM61UlRm �INILL ux�ess �u sw�u�umes co�r�eteo Prepared !n the Ofi1ce of: HYDRAULIGS ENGIIITBER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH _ Ykhrl BehrEnyln�Mny, Inn. . 80001�genql Perkxay� �IEe Ha0 ADT 2020 = 58 900 •� '• c�,Nc s�a�e � PmTeeelonel Caryaretlon Llmnea Number: 50 25 0 50 100 �a��� ADT 2040 = 75,�aa LENGTH ROADWAY TIP PROJECT I 598GB = 11.865 MILES � N T E R N A T I O N A L F,oea �� o� ��,� K= % °Jb A�DR DIVISIOlY OF X[GHii�AYS �� ��o PLANS D= 55 % aa� snu,m�xn srBcnr�rrays p� � � 50 25 0 50 loo LENGTN STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER P.E. �°� � � T = 24 % • ' � V= 70 MPH RIGIYT OF WAY DAT&: �`"�`"` �°� ROADWi4Y DSSIG11f � PROFILE [HORIZONTAL] * n79r, nST + 796 DUALS] TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES �G� �'� �� MAY 1, 2019 CURTIS TILLMAN, P.E. ��, �� PR(y@L7' DESI�lIf SI�'C�ffi�t �� lf � ���� io s o ia zo FUNC ClASS = ��G ��: INTERSTATE STEVE D. KENDALL. P.E. PROFILE (VERT1CALj STATEWI�E TIER JULY 21, 2020 xcoos• caawrecr rs SrGTLiZYIRRB See Sl�et 9A For Index of 5heets See Shzet 9B For Canventianal Symbols RIPARIAN BUFFER IMPACTS SUMMARIf I M PACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT � 2� � 2� � 2� � 2� � 2� � 2� � 2� � 2� ft ft ft ft ft ft ft ft 5 �s�s+2� to �s��+5a-�- ROADWAY FILL X 4419 5255 9674 6 1344+24 to 1346+g4-L-LT ROADWAY FILL X 14343 12530 26873 6A 1347+68 to 1350+09-L-RT ROADWAY FILL X 13546 10120 23666 6B 16+61 to 17+g6-Y18RPD-LT ROADWAY FILL X 3684 2921 6605 7 1375+g2 to 1376+60-L-RT ROADWAY FILL X 688 688 $ 1389+73 to 1391+g5-L- ROADWAY FILL X 6599 3531 10130 11 1387+21 to 1389+73-L-LT ROADWAY FILL X 8639 3995 12634 TOTALS*: 19657 13469 33126 31573 25571 57144 0 0 NOTES: Revised 2018 Feb Rev.Jan 2009 Rev.Jan 2009