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Home My WebLink AboutNCDOT Driveway D021-007-22-00066_Excuted Nutrien20220601_NC33_65-04 APPLICATION IDENTIFICATION N.C. DEPARTMENT OF TRANSPORTATION Driveway �Pplication ate of 03/25/2022 STREET AND DRIVEWAY ACCESS Permit No. County: Beaufort PERMIT APPLICATION Development Name: PCS Phosphate Company, Inc. LOCATION OF PROPERTY: Route/Road: NC 33 Lat: 35.298869 Lon: -76.637818 Exact Distance 5,000 ❑ Miles N S E W ® Feet ❑ ❑ ® ❑ From the Intersection of Route No. NC 33 and Route No. NC 306S Toward Aurora Property WIII Be Used For: ❑ Residential/Subdivision ® Commercial ❑ Educational Facilities ❑ TND ❑ Emergency Services ❑ Other Property: ❑ is® is not within an City Zoning Area. _ AGREEMENT • I, the undersigned property owner, request access and permission to construct driveway(s)or street(s)on public right- of-way at the above location. • I agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance with the current"Policy on Street and Driveway Access to North Carolina Highways" as adopted by the North Carolina Department of Transportation. • I agree that no signs or objects will be placed on or over the public right-of-way other than those approved by NCDOT. • I agree that the driveway(s)or street(s)will be constructed as shown on the attached plans. • I agree that that driveway(s)or street(s)as used in this agreement include any approach tapers, storage lanes or speed change lanes as deemed necessary. • I agree that if any future improvements to the roadway become necessary, the portion of driveway(s)or street(s) located on public right-of-way will be considered the property of the North Carolina Department of Transportation, and I will not be entitled to reimbursement or have any claim for present expenditures for driveway or street construction. • I agree that this permit becomes void if construction of driveway(s)or street(s) is not completed within the time specified by the"Policy on Street and Driveway Access to North Carolina Highways". • I agree to pay a $50 construction inspection fee. Make checks payable to NCDOT. This fee will be reimbursed if application is denied. • I agree to construct and maintain the driveway(s)or street(s) in a safe manner so as not to interfere with or endanger the public travel. • I agree to provide during and following construction proper signs, signal lights, flaggers and other warning devices for the protection of traffic in conformance with the current"Manual on Uniform Traffic Control Devices for Streets and Highways" and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained from the District Engineer. • I agree to indemnify and save harmless the North Carolina Department of Transportation from all damages and claims for damage that may arise by reason of this construction. • I agree that the North Carolina Department of Transportation will assume no responsibility for any damages that may be caused to such facilities, within the highway right-of-way limits, in carrying out its construction. • I agree to provide a Performance and Indemnity Bond in the amount specified by the Division of Highways for any construction proposed on the State Highway system. • The granting of this permit is subject to the regulatory powers of the NC Department of Transportation as provided by law and as set forth in the N.C. Policy on Driveways and shall not be construed as a contract access point. • I agree that the entire cost of constructing and maintaining an approved private street or driveway access connection and conditions of this permit will be borne by the property owner, the applicant, and their grantees, successors, and assignees. • I AGREE TO NOTIFY THE DISTRICT ENGINEER WHEN THE PROPOSED WORK BEGINS AND WHEN IT IS COMPLETED. 2004-07 NOTE: Submit Four Copies of Application to Local District Engineer, N.C. Department of Transportation TEB 65-04rev. 61-03419 SIGNATURES OF APPLICANT PROPERTY OWNER(APPLICANT) WITNESS COMPANY PclwhoppWe Corn Inc NAME T 1V C,.,—f r SIGNATURE __ „�y�yt�, / SIGNATURE ADDRESS 1530 NC Hwy 306S — ADDRESS 11`s 30 -tC WY 30(,o 5 Aurora, NC 27806 Phone No.,2a-=-6121 Aupyrc14 , ?JC 2nTOLp AUTHORIZED AGENT WITNESS COMPANY NAME SIGNATURE SIGNATURE ADDRESS ADDRESS Phone No. APPROVALS APPLICATION RECEIVED BY DISTRICT ENGINEER DocuSigned by: 2 3/25/2022 SIG ATURE DATE EEIBFCED479F467... APPLICATION APPROVED BY LOCAL GOVERNMENTAL AUTHORITY(when required) SIGNATURE TITLE DATE APPLICATION APPROVED BY NCDOT DocuSigned by: 2udd District Engineer 06/01/2022 L.. SIG14ATURE TITLE DATE EEIBFCED479F467... INSPECTION BY NCDOT SIGNATURE TITLE DATE COMMENTS: Install two driveways for mine access crossing as per attached drawing 17MB0938-CI023-201. X C) 2 � - U w w. AURORA z t.� - r 3p6 I SR 1939 SR 100 ROPOSED ACCESS CIO $.. LOCATION co co N. I d7 l $ N *, Y I NUTRIEN-AURORA LEGEND ^ u rien rM 1530 NC HWY 306S AURORA NC,27806 ® EXISTING 07-01 MINING PERMIT AREA M RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA TITLE EXISTING 07-01 ANCILLARY AREA r PCS PHOSPHATE COMPANY, INC. DRIVEWAY ACCESS LOCATION MODIFICATION TO 07-01 MINING PERMIT AREA SR lu)__--- - - DATE DWG NO REV ",C +�e3ss ntai i 3/24/2022 DWG 1 0 404 CORPS PERMIT- MODIFIED ALT L SCALE COORD SYSTEM S 1"=1,500' NAD 1983 NORTH CAROLINA STATE PLANE 4t" T,t +3 ? S SIZE DWG FILE B NCDOT DRIVEWAY SITE LOCATION.DWG DRAWING No. / 17MB0938-CIO23-201 / MATCHLINE SEE SHEET 17MB0938-C1023-101 0 GENERAL NOTESZ�/ 1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL NOTES. / O 2. THE BOUNDARY OUTLINED BY MINE PERMIT BOUNDARY(MPB).LINE DEFINES THE AREACD WITHIN THE PCS PHOSPHATE COMPANY INC.401/404 MINE CONTINUATION PERMITS. / co PROJECT AREA TO THE NORTH OF THE MPB FALLS COMPLETELY WITHIN INC MINING / �S J PERMIT#'07.01. / 2 EROSION CONTROL NOTES / (AS NEEDED) CD 1. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS.ALL I \ \ MATERIALS DEPOSITED ONTO PUBLIC AND PRIVATE ROADS SHALL BE REMOVED / o IMMEDIATELY. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE J / \ \ \ CD ENTIRE CONSTRUCTION PROJECT. 3. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED PRIOR TO COMMENCING GRADING ACTIVITIES AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF DISTURBANCE PER THE EROSION CONTROL PLANS. 4. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT AND REMOVE THE DEPOSIT OF SILT OUTSIDE THE DISTURBANCE AREA. \ \ \ CD 5. MAINTAIN SOILS SUITABLE FOR FILL SEPARATE FROM TOPSOIL AND OTHER UNSUITABLE SOILS. ADDITIONAL SOILS SHALL BE IMPORTED FROM APPROVED/PERMITTED FACILITIES AS NEEDED. 6/ // / \ \ \ 6. PLACE SPOILS IN OWNER-APPROVED LOCATION.SPOILS PILE SLOPES SHALL BE FLATTER THAN 3:1. IF REQUIRED, PERFORM THE FOLLOWING EROSION CONTROL MEASURES: FIRM UP SPOILS TCD PERIMETER OIF TH EACHCSPOIILLS UNTED PILE. UPON COMPLETION OFEQUIPMENT. INSTALLILT SPOILSCPLACCEMENT,SEAROUNDIED RE AND / I / / \ \ ,,,, / / 2 FERTILIZE ALL DISTURBED AREAS AND EXPOSED EARTH (SEE SEEDING NOTES). \ 7. FOR TEMPORARY CONCRETE WASHOUT,SEE SHEET 17MB0938-C1023-101. EXISTING CONDITIONS LEGEND / / \/\ \ / CD MPB MINE PERMIT BOUNDARY //1� —10— EXIST. ELEV. CONTOUR ��++ J I \ L / I — 1 -10.5— EXIST. HALF ELEV. CONTOUR RIGHT-OF-WAY p F I � \ \ \ \ L J ADJACENT PROPERTY LINE / /m 01* I w PROPOSED CONDITIONS LEGEND SF SILT FENCE / // 01* � AS JS \ / W � SFO TEMPORARY SILT FENCE OUTLET // �S �S /// i/ \ I o A 8dW 8dW L-Li 8dW 8dA �� //� I DITCH �\ / / /��' ❑ ELEV. CONTOUR 3 WELL pfipp10.5 HALF ELEV. CONTOUR / \ pis ENCASEMENT PIPE, BORE & JACK a - � nN — is F A3A:9 0449 OH OH OH — Z OHE OHE E — — — �� 77 STORM DRAIN PIPE - - - - _— �� — FI� FM M FM C =M FM —d F1Vr FIB FM FM M aQ a CONSTRUCTION ENTRANCE = 1 �M IW� — Fe — a (ADJUST LOCATION AND PROVIDE - 1 ADDITIONAL AS NECESSARY) - L-L co ■ UPSTREAM PIPE END PROTECTION — - - � 1- - - - - -o- r NC HWY # 306 2 LO CD KEYNOTES ---I A — — — — — — — _ — — — Sz0MINE PERMIT BOUNDARY. SEE GENERAL NOTE 2. — _ — _ - W T T T_ T T Q_ T m7i� 0TEMPORARY SILT FENCE. SEE DETAIL#1, SHEET 17MB0938 C1029 101. -mr--Sir-mmwm�vmrv_ F — — — — _ _ — — — — — — — — — — 0TEMPORARY SILT FENCE OUTLET(AS NEEDED).SEE DETAIL#3, SHEET _ 1— — 17MB0938 C1029 101. - ,,,,1 — • y— ,L — O4 TEMPORARY STAGING AREA(FOR STORAGE OF CONSTRUCTION °'— _ — EQUIPMENT AND STOCKPILES). 5 TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL#4,SHEET 17MB0938-C1029-101. S SFO_ / SF SFO SF — SF — I I 0 � F I \ 6 UPSTREAM PIPE END PROTECTION, SEE DETAIL#5, SHEET 17MB0938-CIO29-101. m \ 5 O 0- II II � 3 2 6 \ \ \ 0 3 2 \ \ l O a o \ \ — / / - - � ply x 0 20' 40' 60' SEAL DR. K. BARTON DATE 01/20/22 ::Q� �9�•; ,_ DSGN. Z. ZOLVINSKI SEAL - 35598 - CK. Z. ZOLVINSKI 111 CORNING ROAD, SUITE 200, CARY, INC 27518 USA %� ,:iyC I `•,• `�� Ph: 919.859.5000 FAX: 919.859.5151 • • •• �� NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z. ZOLVINSKI JOB NO. 17MB0938 60 NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE N0. 17MB0938-C1023-201.DWG 03/09/2022 DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE 01/20/22 K. BARYON JOB NO. CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE Z. ZOLVINSKI ' 17MB0938 AS NOTED NCDOT STATE ROAD 33 ROW CROSSING APPROVED 0 03-09-22 ISSUE FOR CONSTRUCTION KB ZZ ZZ CH Z. ZOLVINSKI TM EROSION CONTROL PLAN DRAWING NO. NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938—CIO23-201 C. HEAKINS DRAWING No. 17MB0938-CIO25-201 MATCHLINE SEE SHEET 17MB0938-CIO25-101 / �319 12.50 'L X 12' / CLASS ' ' DIA' RIPRAP 8'W X 6 0. SSIPATOR GENERAL NOTES 10.25INV / \ \ 1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL GENERAL NOTES. 88_LF 2. PROTECT PIPE ENDS THROUGHOUT CONSTRUCTION. 18 CMP \ 3. ALL CMP TO BE 16 GAUGE, ASTM 760 TYPE 1 WITH 2 X"xy"ANNULAR CORRUGATION. \ @ �.5�% FX� 1 � / \ INV UP: k F�- 2 � \ \ 10.75 �3.86, / \ r \ l l 14.00' EXCAVATION AND GRADING NOTES 1. EXCAVATION TO BE IN ACCORDANCE WITH OSHA REGULATION 29 CFR 1926 SUBPART P. 2. EXCAVATION LIMITS SHOWN ON THESE DRAWINGS ARE THE ENGINEERS ESTIMATED LIMITS. CONTRACTOR SHALL DEFINE THE EXACT LIMITS PRIOR TO CONSTRUCTION. rW/ l 11 l \ \ \ I l l qN THE E / 14.64 \ 12.03 KEYNOTES 0 FLARED END SECTION (FES), SEE DETAIL#4, SHEET 17MB0938-C1029-102. 14.04 \ A \ \O2 CLASS'A'RIPRAP, SEE DETAIL#4, SHEET 17MB0938-C1029-103. O 12.50 �/ /\ / o 3 GRADE BREAK W / \ \ 14.04 \ I ` \ r o , / 14.04 \ \ 14.6401 \ w � �\ 14.04 4/ WOE °ti o I 12.62 /lI/12.75 L L 01 12.751 ,0)HEOHE OHE OHE �� F� OHE E 01 O F� -9H H OHE � OHE OHE EFM FM F / C F -�- FM FM - _ FM FNr FIGT- FM F T �- T T T T - - -- �\ T T -� - T �' T T--'r- 14.72 14.73 14.72 ! N C H W Y 306 2 ^ 2 � 15.02 14.97 14.96 1 � 11 _ T T T T - T - T T •1-� T � 14.71 1 `t 14.72 14.64 T� T T T T T - - T-'�-T- -TT T A T INV UP: T - _ o -W 9.82 r�� W W W W W W W W W W W W A (2) 105-LF 30" CMP @ 0.29% EXISTING CONDITIONS LEGEND14.041 14.64 -10- - EXIST. ELEV. CONTOUR 2 \ \ INV DIN I / \ 14.04 9.52 -10.5- - EXIST. HALF ELEV. CONTOUR \ 1 \ \ 0 C/L OF ROAD RIGHT-OF-WAY \ 13'W X 101 X 12" TH 12. 14 EXIST. SPOT ELEV. \ \ \ CLASS W RIPRAP \ \ DISSIPATOR O �P PROPOSED CONDITIONS LEGEND 10 ELEV. CONTOUR HALF ELEV. CONTOUR ENCASEMENT PIPE, BORE &JACK \ / STORM DRAIN PIPE 14.04 0 20' 40' 60' 15.00 PROP. SPOT ELEV. 14.64 r 14.04 4 1"=20' PROP. RIP RAP DISSIPATOR SEAL DITCH `\\�.�`� N'CA RO� '�'�',% o: • • • • 4/ DR. K. BARTON DATE 01/20/22 �pFESS%0�;• 9 DSGN. Z. ZOLVINSKI SEAL - 35598 - CK. Z. ZOLVINSKI 111 CORNING ROAD, SUITE 200, CARY, INC 27518 USA % ,:iyG I `•,• ` Ph: 919.859.5000 FAX: 919.859.5151 • • •• �� NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z. ZOLVINSKI JOB NO. 17MB0938 60 NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE N0. 17MB0938-C1025-201.DWG 03/09/2022 DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE 01/20/22 K. BARYON JOB NO. CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE Z. ZOLVINSKI ' NCDOT STATE ROAD 33 ROW CROSSING AS NOTED APPROVED 0 03-09-22 ISSUE FOR CONSTRUCTION KB ZZ ZZ CH Z. ZOLVINSKI TM GRADING AND DRAINAGE PLAN DRAWING NO. NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO25-201 C. HEAKINS