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Home My WebLink About20170372 Ver 1_RE 17BP 10 R 67 Bridge Replacement PCN_20170428 (2)Carpenter,Kristi From: Thompson, Larry B Sent: Friday, April 28, 2017 8:33 AM To: Amschler, Crystal C CIV USARMY CESAW (US); Hood, Donna; Carpenter,Kristi Cc: Howard, Joel M; Haywood, Luther G; Crump, Kellie K; Burleson, Terry W; Wainwright, Dominic (Dominic.Wainwright@hdrinc.com) Subject: RE: 17BP.10.R.67 Bridge Replacement PCN Attachments: 17BP.10.R.67 Environmental Permit Drawings 2014-06-23.pdf; 890410-Routine-1-20130107.pdf Follow Up Flag: Follow up Flag Status: Completed Good morning Crystal, Attached you will find the permit plan sheets as well as the last bridge inspection report for R.67 (contains a few photos of the site). I will need to ask HDR for additional photographs of the site and wetland data forms if any were completed when they were performing the field work. There were no wetland areas noted in the project limits during the field scoping meeting. La rry Larry Thompson, PWS, LSS Division Environmental Officer North Carolina Department of Transportation 704-983-4437 office 704-301-4881 mobile Ithompson@ncdot.gov 716 W. Main Street Albemarle, NC 28001 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. -----Original Message----- From: Amschler, Crystal C CIV USARMY CESAW (US) [mailto:Crystal.C.Amschler@usace.army.mil] Sent: Thursday, April 27, 2017 4:11 PM To: Thompson, Larry B<Ithompson@ncdot.gov>; Hood, Donna <donna.hood@ncdenr.gov>; Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov> Cc: Howard, Joel M<jhoward@ncdot.gov>; Haywood, Luther G <ghaywood@ncdot.gov>; Crump, Kellie K<kcrump@ncdot.gov>; Burleson, Terry W <tburleson@ncdot.gov> Subject: RE: 17BP.10.R.67 Bridge Replacement PCN La rry, I've reviewed this PCN and noticed no plans were submitted. Please provide the plans for the project. Also, noticed this stream sits into a relatively large floodplain area which would be a good place for wetlands. I saw the dwr stream forms but no wetland data forms. Can you provide some data forms and maybe some photos of the stream and the surrounding areas. A site visit might be in order but wanted to get some additional information before I made that decision. Thanks, Crystal C. Amschler Project Manager Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28403 (828)-271-7980 Ext 4231 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 -----Original Message----- From: Thompson, Larry B [mailto:lthompson@ncdot.gov] Sent: Wednesday, March 29, 2017 1:26 PM To: Amschler, Crystal C CIV USARMY CESAW (US) <Crystal.C.Amschler@usace.army.mil>; Hood, Donna <donna.hood@ncdenr.gov>; Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov> Cc: Howard, Joel M<jhoward@ncdot.gov>; Haywood, Luther G <ghaywood@ncdot.gov>; Crump, Kellie K<kcrump@ncdot.gov>; Burleson, Terry W <tburleson@ncdot.gov> Subject: [Non-DoD Source] 17BP.10.R.67 Bridge Replacement PCN Good afternoon Crystal, Donna and Kristi! Have attached a Cover Letter, PCN, Preliminary JD and Supporting Documentation (Mitigation Acceptance Letter, Maps, Stream Form, Rapanos Form) to this email for bridge replacement project 17BP.10.R.67 (Replacement of Bridge No. 410 on Clontz Long Road over Grassy Branch in Union County). Please let me know if you need any additional information to help with processing this request. Thank you! Larry Larry Thompson, PWS, LSS Division Environmental Officer North Carolina Department of Transportation 704-983-4437 office 704-301-4881 mobile Ithompson@ncdot.gov 716 W. Main Street Albemarle, NC 28001 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. E NORiH � NC DEPARTMENT OF TRANSPORTATION ATTENTION TEMPORARY REPAIRS, PM. ON ABUT. 1 CAP O q y��` 9O�y9 DIVISION OF HIGHWAYS • BRIDGE MANAGEMENT UNIT m o 99��FyT �F tPpaS�oQ~� BRI DGE I NSPECTION REPORT INSPECTION TYPE: Routine Inspection COUNTY UNION BRIDGE NUMBER 890410 INSPECTION CYCLE 2 YRS ROUTE SR1611 LOCATION 0.5 MI. W. JCT. SR1640 ACROSS GRASSY BRANCH SUPERSTRUCTURE TIMBER DECK ON I-BEAMS SUBSTRUCTURE END BENTS:TIMBER CAPS,POSTS & SILLS,TIMBER BULKHEADS SPANS 1@24'6 LONGITUDE 80° 29' 44.91" INSPECTION DATE 12/11/2012 PRESENT POSTING �' OTHER SIGNS PRESENT 4 DEL. LATITUDE 35° 7' 16.12" PRESENT CONDITION FAIR Y SV 17 TTST 23 PROPOSED POSTING LOOKING EAST R� �� .. i ..'1..:.,! �::_ `` .. . ;'=�',:�t.?.,_ M.P. 0 SIGN NOTICE NUMBERED ISSUED FOR REOUIRED No WEIGHT LIMIT No DELINEATORS No NARROW BRIDGE No ONE LANE BRIDGE No LOW CLEARANCE NATIONAL BRIDGE INVENTORY-------- STRUCTURE INVENTORY AND APPRAISAL Run Date: 01/07/2013 IDENTIFICATION (1) STATE NAME -NORTH CAROLINA BRIDGE 890410 (8) STRUCTURE NUMBER(FEDERAL) 000000001790410 (5) INVENTORY ROUTE (ON/UNDER) - ON 31016110 (2) STATE HIGHWAY DEPARTMENT DISTRICT 3 (3) COUNTY CODE 179 (4) PLACE CODE 69260 (6) FEATURE INTERSECTED - GRASSY BRANCH (7) FACILITY CARRIED SR1611 (9) LOCATION 0.5 MI. W. JCT. SR1640 (11)MILEPOINT (16)LAT 35° 7' 16.12" (17)LONG 80° 29' 44.91" (98)BORDER BRIDGE STATE CODE PCT SHARE (99)BORDER BRIDGE STRUCTURE NO STRUCTURE TYPE AND MATERIAL (43) STRUCTURE TYPE MAIN: Steel TYPE - Stringer Mutlibeam or Girder (44) STRUCTURE TYPE APPR : TYPE - (45) NUMBER OF SPANS IN MAIN UNIT (46) NUMBER OF APPROACH SPANS (107)DECK STRUCTURE TYPE - 8 (108)WEARING SURFACE / PROTECTIVE SYSTEM : (A) TYPE OF WEARING SURFACE - (B) TYPE OF MEMBRANE - (C) TYPE OF DECK PROTECTION - AGE AND SERVICE (27) YEAR BUILT (106)YEAR RECONSTRUCTED (42) TYPE OF SERVICE : ON - Highway UNDER - Waterway (28) LANES: ON STRUCTURE 2 UNDER STRUCTURE (29) AVERAGE DAILY TRAFFIC (30) YEAR OF ADT 2011 (109) TRUCK ADT PCT (19) BYPASS OR DETOUR LENGTH GEOMETRIC DATA (48) LENGTH OF MAXIMUM SPAN (49) STRUCTURE LENGTH (50)CURB OR SIDEWALK: LEFT .3333 FT RIGHT (51) BRIDGE ROADWAY WIDTH CURB TO CURB (52) DECK WIDTH OUT TO OUT (32) APPROACH ROADWAY WIDTH (W/SHOULDERS) (33) BRIDGE MEDIAN - No Median (34) SKEW 0° (35) STRUCTURE FLARED (10) INVENTORY ROUTE MIN VERT CLEAR (47) INVENTORY ROUTE TOTAL HORIZ CLEAR (53) MIN VERT CLEAR OVER BRIDGE RDWY (54) MIN VERT UNDERCLEAR REF Not a Highway or Railroad (55) MIN LAT UNDERCLEAR RT REF Not a Highway or Railroad (56) MIN �AT UNDERCLEAR LT REF - NAVIGATION DATA — (38) NAVIGATION CONTROL - No Navigational Control (111)PIER PROTECTION - (39) NAVIGATION VERTICAL CLEARANCE (116)VERT - LIFT BRIDGE NAV MIN VERT CLEAR (40) NAVIGATION HORIZONTAL CLEARANCE 0 CODE 302 CODE 000 1 CODE CODE CODE CODE 1968 CODE 15 0 450 6% 2 MI 24 FT 25 FT .333 FT 19.167 FT 20 FT 17 FT CODE 0 0 999.9 FT 19.167 FT 999.9 FT 0 FT 000 FT 000 FT CODE 0 CODE 0 FT 0 FT SUFFICIENCY RATING = 21.18 STATUS = Structurally Deficient CLASSIFICATION CODE (112)NBIS BRIDGE SYSTEM - YES (104)HIGHWAY SYSTEM Is not on NHS 0 (26) FUNCTIONAL CLASS - Local 09 (100)STRAHNET HIGHWAY - Not a STRAHNET Route 0 (101)PARALLEL STRUCTURE - No Parallel Structure N (102)DIRECTION OF TRAFFIC - 2-way Traffic 2 (103)TEMPORARY STRUCTURE - Temporary Structure/Conditions T (110)DESIGNATED NATIONAL NETWORK - Not on the National Network 0 (20) TOLL On Free Road 3 (31) MAINTAIN - State Highway Agency 01 (22) OWNER - State Highway Agency 01 (37) HISTORICAL SIGNIFICANCE - Not Eligible 5 CONDITION CODE • (58) DECK 7 (59)SUPERSTRUCTURE 7 (60)SUBSTRUCTURE 4 (61) CHANNEL & CHANNEL PROTECTION 5 (62) CULVERTS N LOAD RATING AND POSTING CODE • (31) DESIGN LOAD Unknown 0 (63) OPERATING RATING METHOD - Load Factor (64) OPERATING RATING - HS-1 101 (65) INVENTORY RATING METHOD - Load Factor (66) INVENTORY RATING - HS-1 101 (70) BRIDGE POSTING - Posting Required 0 (41) STRUCTURE OPEN, POSTED ,OR CLOSED P DESCRIPTION - Posted for Load APPRAISAL CODE (67) STRUCTURAL EVALUATION 3 (68) DECK GEOMETRY 2 (69) UNDERCLEARANCES,VERTI & HORIZ N (71) WATERWAY ADEQUACY 7 (72) APPROACH ROADWAY ALIGNMENT 8 (36) TRAFFIC SAFETY FEATURES 0000 (113)SCOUR CRITICAL BRIDGES U PROPOSEDIMPROVEMENTS (75) TYPE OF WORK - CODE (76) LENGTH OF STRUCTURE IMPROVEMENT (94) BRIDGE IMPROVEMENT COST (95) ROADWAY IMPROVEMENT COST (96) TOTAL PROJECT COST (97) YEAR OF IMPROVEMENT COST ESTIMATE (114)FUTURE ADT 1000 (115) YEAR FUTURE ADT 2025 INSPECTIONS (90) INSPECTION DATE 12/11/2012 (92) CRITICAL FEATURE INSPECTION : (93) CFI DATE A) FRACTURE CRIT DETAIL - NO A) B)UNDERWATERINSP- NO B) C) OTHER SPECIAL INSP NO C) SCOUR BRIDGE MANAGEMENT UNIT DATA ON EXISTING STRUCTURE Run Date: 01/07/2013 COUNTY : DIVISION : DISTRICT: STRUCTURE NUMBER : LENGTH : UNION 10 3 890410 25 FEET ROUTE CARRIED : FEATURE INTERSECTED : SR1611 GRASSY BRANCH LOCATED : BRIDGE NAME : 0.5 MI. W. JCT. SR1640 CITY : UNIONVILLE FUNC. CLASS : SYST.ON : SYST.UNDER : ADT & YR : RAIL TYPE : 09 NFA NFA 450 2011 LT 227 RT 227 BUILT : BY : PROJ : FED.AID PROJ : DESIGN LOAD : 1968 BMU Unknown REHAB: BY: PROJ: ALIGNMENT: SKEW: LANES: BMU TAN 90 ON 2 UNDER 0 NAVIGATION : HT. CRN. TO BED : WATER DEPTH : VC 0 FT HC 0 FT 7 FT 1 FT SUPERSTRUCTURE : TIMBER DECK ON I-BEAMS SUBSTRUCTURE : END BENTS:TIMBER CAPS,POSTS & SILLS,TIMBER BULKHEADS SPANS : 1@24'6" BEAMS OR GIRDERS : 9 LINES OF W12X27 I-BEAMS @ 2'4" CENTERS FLOOR: ENCROACHMENT: 4X8"TIM,2"AWS CLEAR ROADWAY : BETWEEN RAILS : 19.167 FT 19.833 FT VERT.CL.OVER : 999.9 FT INV.RTG. : OPE.RTG. : HS-1 HS-1 SYSTEM : Secondary S.R. Route UNDER ROUTES AND CLEARANCES REMARKS: DECK (OUT TO OUTI : 20 FT SIDEWALK OR CURB : LT .3333 FT RT .333 FT CONTR.MEMBER: POSTED: int bm SV 17 TTST 23 DATE 04/02/2009 GREEN LINE ROUTE : N BRIDGE I & A FORM1 (90)A BRIDGE INSPECTION RECORD AND SUMMARY INSPECTION TYPE Routine Inspection BRIDGE NO. 890410 COUNTY UNION ROUTE SR1611 OVER GRASSY BRANCH STRUCTURE TYPE TIMBER DECK ON I-BEAMS ROUTE ORIENTATION E- WT SPANS 1@24'6 EVALUATION CODES: CRITICAL (C, 0- 3); POOR (P, 4); FAIR (F, 5, 6); GOOD (G, 7- 9) INSPECTION ITEM ITEM 61 DECK ITEMS GRADES 45. CHANNEL a. WATERWAY G 1. WEARING SURFACE F & CHANNEL b. ALIGNMENT F PROT. 2. DECK NO. a. CONCRETE c. SCOUR G OF EA TYPE b. TIMBER 1 G d. SLOPE PROT., RIP-RAP, DIKES, ETC. SPN GRADE RATES SI & A c. STEEL PLANK 50. APPROACH ROADWAY CONDITION F ITEM 58 d. OPEN GRID 51. APPROACH SLABS 3. RAILING a. CONCRETE 52. PAINT SYSTEM CODE A F b. TIMBER G 53. UTILITIES c. ALUMINUM 54. RESPONSE TO LIVE LOAD G d. STEEL 55. ESTIMATED REMAINING LIFE 10 4. CURBS, WHEELGUARDS, PARAPETS, MEDIANS G 5. WALKWAYS (ON OR ATTACHED TO STRUCTURE) 60. REGULATORY SIGN NOTICE ISSUED NO 6. DECK EXP a. STEEL PL OR FINGER 61. PROMPT-ACTION NOTICE ISSUED YES JTS. OR b. MISC PREFAB 62. PRESENTLY POSTED YES DEVICES. NO. OF EACH c. COMPRESSION SEAL 63. TOT. FIELD INSP TIME (INCLUDE WRITE UP)(MAN HR) 6 d. STANDARD JOINTS 64. TOTAL SNOOPER INSP. TIME (HRS) 0 e. OPEN JOINTS 65. TOTAL TRAFFIC CONTROL TIME (MAN HRS) 0 7. DECK DEBRIS (INCLUDES EXCESS SAND/GRAVEL) F 70. SI&A GENERAL CONDITION RATINGS SUPER STR. (FM. 1(90)B TRUSS) ITEM 59 a. DECK ITEM 58 7 10. LONGITUDINAL BEAMS OR GIRDERS G b. SUPERSTRUCTURE ITEM 59 7 11. LONGITUDINAL JOIST OR STRINGERS c. SUBSTRUCTURE ITEM 60 4 12. INT. DIAP'S, X-FRAMES, BRACING & CONN'S d. CHANNEL & CHANNEL PROT. ITEM 61 5 13. END DIAP'S, CURTAIN WALLS, & CONN'S 14. FLOOR BEAMS AND CONNECTIONS 71. SI&A FIELD APPRAISAL RATINGS 15. BEARING ASSEMBLIES (INCLUDING MISALIGN) a. WATERWAY ADAQUACY 7 16. DRAINAGE SYSTEM (ON STRUCTURE) F b. APPR. RDWY. ALIGNMENT 8 17. MOVABLE SPAN MACHINERY 72. FIELD SCOUR EVALUATION U SUB STR. ITEMS. ITEM 60 (INCLUDE SCOUR) 35. TIM SUB a. ABUT. & INT. BENT CAPS & RISERS P USE OF INSP. ACCESSIBILITY EQUIPMENT STR. b. PILES, POST, SILLS, & BRACING F SNOOPER (CODE S, 4, OR N) HRS NO c. BULKHEADS, WING'S, & TIE BACKS F LADDER NO 36. CONC a. ABUT. & INT. BENT CAPS BUCKET TRUCK NO SUB STR. b. ABUT. & BENT COL'S BREASTWALLS BOAT NO c. ABUT. & INT. BENT PILES OTHER NO d. BACKWALLS, WING'S, RETAIN. WALLS e. ABUT. & BENT FOOTINGS & SILLS 37. STEEL a. ABUT. & INT. BENT CAPS & RISERS SPECIAL INSPECTION REQUESTED FOR SUB STR. b. PILES, BRACING, AND BULKHEADS 38. FOUNDATION PILES TYPE MATERIAL NOTE 39. SLOPE PROT., RIP-RAP (INCLUDE DRAINAGE) 40. FENDER SYSTEMS 80. INSPECTED BY: �, v� 41. DRIFT G 81. REVIEWED BY: Bridge I&A Form 1(82)H State of North Carolina Dept. of Transportation Division of Highways Team Leader GLEN KIKER Assisted By ROBBIE JAMES Item No. Grade 1 F 7 F 10A NO 52 F 35a 35b 35c 45b 50 FIELD INSPECTION REPORT Bridqe Inspecion & Analysis TRANSVERSE CRACKS IN THE WEARING SURFACE UP TO 1/8" WIDE DEBRIS ON THE RIGHT SIDE OF THE DECK UP TO 5" DEEP X 1 FT. WIDE NO CURVED GIRDERS SPOT SURFACE RUST STARTING ON THE BEAMS p DECAY IN THE RIGHT END OF ABUT. 1 CAP UP TO 8" DEEP X 5" WIDE X 3" HIGH ON THE BOTTOM SIDE.THERE IS A VERTICAL CRACK UP TO 1/2" WIDE THAT GOES INTO BAYS 6,7 AND 8. PM. DECAY IN THE TOP OF ABUT. 1 CAP IN BAY 1 GOING UNDER BEAM 1 BEARING UP TO 3" DEEP X 5" WIDE X 10" LONG. PM. F THE POST HAVE VERTICAL SEASON CRACKS UP TO 3/16 INCH WIDE AND UP TO 1/2 INCH SOFTNESS AT THE WATER LINE. POST 3 AT ABUT 2 HAS A 12 INCH MINIMUM TIMBER HELPER PILE FLUSH TO THE LEFT SIDE. TEMPORARY REPAIR. THE PILE IS NOT BOLTED TO THE ORIGINAL POST, SEE SKETCHES FOR DETAILS F DECAY IN ALL WING POST SPOT DECAY IN BOTH ABUTS AND ALL WINGS UP TO 2.5 INCHES DEEP F THE STREAM FLOWS TOWARD ABUT 2 F I UP TO 1" OF SETTLEMENT IN THE APPROACH ROADWAY AT ABUT. 1, RIGHT SIDE BRIDGE INSPECTOR'S RECOMMENDATION FOR MAINTENANCE REPAIRS Bridge: 890410 County UNION Date: 12/11/2012 These Repairs Should Be Made Within Twelve Months From Date Of This Inspection MMS Description of Unit Quantity Remarks Est. Code Function Cost �° 3344 Repair / Replace LF 20 DECAY IN THE RIGHT END OF ABUT. 1 ' Timber CAP UP TO 8" DEEP X 5" WIDE X 3" Substructure HIGH ON THE BOTTOM SIDE. DECAY IN Components THE TOP OF ABUT. 1 CAP IN BAY 1 GOING UNDER BEAM 1 BEARING UP TO 3" DEEP X 5" WIDE X 10" LONG. VERTICAL CRACK UP TO 1/2" WIDE STARTING ON THE END OF ABUT. 1 CAP, RIGHT SIDE AND EXTENDING INTO BAYS 6,7 AND 8. 2816 Asphalt Surface SY 30 SETTLEMENT IN THE APPROACH Repair or ROADWAY AT ABUT. 1 RIGHT SIDE, Replacement CRACKS IN THE WEARING SURFACE 3346 Repair / Maintain SF 60 DECAY IN BULKHEADS AND WINGS Timber Wings & Blkhds 3376 Clean/Wash SF 80 DEBRIS ON THE RIGHT SIDE OF THE Bridge Decks DECK 5603 Partial Cleaning SF 150 RUST ON BEAMS and Painting of Structural Steel Key `�' . Priority Maintenance Item `� Critical Finding Item °�, Priority Maintenance Level Not Determined BRIDGE INSPECTOR'S RECOMMENDATION FOR PRIORITY MAINTENANCE REPAIRS Bridge: 890410 County UNION THE FOLLOWING MAINTENANCE ITEMS HAVE BEEN SUBMITTED IN CONJUNCTION WITH A PRIORITY MAINTENANCE REQUEST MMS Code MMS Description Quantity 3344 Repair / Replace Timber Substructure Components 20 LF Location: Abutment Cap Bent/Span No. 1 ABUT. 1 TIMBER CAP Priority Level Status Priority Maintenance Division Bridge Maintenance Notification Submitted Date: Submitted By: Assisted By: 12/11/2012 GLEN KIKER ROBBIE JAMES Details DECAY IN THE RIGHT END OF ABUT. 1 CAP UP TO 8" DEEP X 5" WIDE X 3" HIGH ON THE BOTTOM SIDE. DECAY IN THE TOP OF ABUT. 1 CAP IN BAY 1 GOING UNDER BEAM 1 BEARING UP TO 3" DEEP X 5" WIDE X 10" LONG. VERTICAL CRACK UP TO 1/2" WIDE STARTING ON THE END OF ABUT. 1 CAP, RIGHT SIDE AND EXTENDING INTO BAYS 6,7 AND 8. 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' _,'.��+ if' — . . l .s�' t • ' . ' � � �, ' -. � r'� : � � � � ��f T �v;b �p� 4 � �• - • . ��a ��^ � � �y._ " � Y " . � V � , .: . _ . , '� L H J �.. .�� .n�'� £.,l � .. i .~ - .. . vm ..F-.'- � . - . _ ' � 'fi { p � , . ' .�ar ! � ` . ' a . �tTk ��.. R. `��3b�� . R ' _ - ,� �' . � .�Rri;� 'x'°. . . . - _ _ , . � �.-. � . . � . t ' . . F�� '� f £ . � . A - � , ,�p:1�.. , � . . -.. � ... _ � - . . � . . - � .y ' Date: 12/11/2012 Condition Photos DECAY IN THE TOP OF ABUT. 1 CAP IN BAY 1 GOING UNDER BEAM 1 BEARING UP TO 3" DEEP X 5" WIDE X 10" LONG. PM. Structure 890410 County UN�ON Date: 12/11/2012 Condition Photos . �,�_,. - � ;�, .� - ;�, ,� � - .. _ _ ��,� ,� .. �� - _.� �� ~� �,. � �� ` . �. � � - - _ _ _ � ;' "`.� '�. � I . - - ._ _ 4� � f . m � . 1 _ - lr' �_ • . �i .. `� , _-� _ . ��_ r ' .�'�' . .. � . . _ ' _ ' I��t q� 4 ` 4 .. i _ 4 rh _ - S f��x r S . . ��.� � : � �� % � � £ w ; � : ` � � y ' y`} I'h.� � � �✓ - �� , �� " � ��u. �b � r �'% . F � -°";�� `" ` .. . . ; � �' `—� �.-' ..... s r. .. � r „r' '� ��.. r � �'�.�' � . . . .. rA+�TM ' ' =L e.4 � �,7-s"' � . . .,. d .' : p . �w.' �. � ' �' -. r' S r - ~ +�� , - F' ' �? �,, .��,1 : . r_ { �'�+ ` . . , . •- ��'. � �; . � -- y ' J `ig �� { � ,r - .. � r � C � �f. �r � &�'� �"�,r . - � t:�r" ' ,� ' s, �� ,�. . i ' ym�'' yj .. i ' ,, � ° � �e: =v �' . . . p . , #' _ VERTICAL CRACK UP TO 1/2" WIDE STARTING ON THE END OF ABUT. 1 CAP, RIGHT SIDE AND EXTENDING INTO BAYS 6,7 AND 8. PM. Structure Data Worksheet County: UNION Structure No: 890410 Date: 12/11/2012 Inspected By: RGK Spans Span Bearing to Span No Length Bearing Comments 1 24.5 23.5 NBIS BL = 22.5 ,MEASURMENTS VERIFIED 12/11/2012 ROBBIE JAMES Stream Bed Soundings (See next sheet for profile sketch) Bridge No: 890410 County: UNION Date: 12/11/2012 gy; RGK Record sounding from top of rail. Other location if needed: �ILS Distance from Highwater Mark to top of rail: 4•� Location of Highwater Mark: CAPS DOWNSTREAM UPSTREAM Distance Sounding Description Distance Sounding Description (Station) (ft) (ft) (Station) (ft) (ft) 0 0 0.1 4.7 0.2 7.4 ABUTMENT 1 0.2 8.6 ABUTMENT 1 3 9 WSWE 4 9.4 15 9.6 21 10 24.5 9.9 ABUTMENT 2 24.5 9.2 ABUTMENT 2 24.6 9 WSWE 24.7 4.7 24.8 0 Bridge: 890410 County UNION Date: 12/11/2012 STREAMBED PROFILE (Downstream) Top of Rail = 0 FT (Sounding) 0 2 E:� 10 � Water Surface � 12/14/2006 � 1/13/2009 � 12/2/2010 ❑ 12/11/2012 10 20 30 Bridge Inspection Field Sketch Deck Width/Out to Out 20ft Wearing Surface 0.167ft Between Rails 19.833ft Median Width Curb Height 0.75ft Median Height Top Rail to Deck/Wearing Surface 2.75ft Left Guardrail Width Clear Roadway 19.167ft Right Guardrail Width Left Bridge Rail Type 22 Right Bridge Rail Type 22 Measurements for Span # 1 Deck Thickness 0.312 Left Overhang 0.667 Top of Rail to Bottom of Beam 4.583 Right Overhang 0.667 Beam No Beam Type Spacing Comments 1 Steel I Beam 2.333 ft. 2 Steel I Beam 2.333 ft. 3 Steel I Beam 2.333 ft. 4 Steel I Beam 2.333 ft. 5 Steel I Beam 2.333 ft. 6 Steel I Beam 2.333 ft. 7 Steel I Beam 2.333 ft. 8 Steel I Beam 2.333 ft. 9 Steel I Beam BEAM DETAIL + .552FT + � -n � � FLANGE THICKNESS=.026FT WEB THICKNESS=.026FT MEASURMENTS VERIFIED 12/11/2012 ROBBIE JAMES Title TYPICAL SECTION Description SHEET 2 Bridge No: gg0410 I �rawn By: STEVE AUSTIN I �ate:12/2/2010 I Fi�e Name:S0082001602 Bridge Inspection Field Sketch Abutment # 1 Cap - Beam Type (Wood or Steel) Cap Size 20ft Long 0.833ft Wide 0.802ft High Left Overhang 1ft Lt Cap/Beam Overhang .5ft Right Overhang 1ft Rt Cap/Beam Overhang .5ft Sill - Sill Sill Size 20ft Long 0.833ft Wide 0.802ft High Pile aterial Pile Type Spacing Length Width/Diam. Orientation 1 Wood or Timber 6FT. .833FT. X.802FT. Vertical 2 Wood or Timber 6FT. .833FT. X.802FT. Vertical 3 Wood or Timber 6FT. .833FT. X.802FT. Vertical 4 Wood or Timber .833FT. X.802FT. Vertical Title ABUTMENT 1 Description SHEET 3 Bridge No: gg0410 I �rawn By: STEVE AUSTIN I �ate:12/2/2010 I Fi�e Name:S0082001603 Bridge Inspection Field Sketch Abutment # 2 Cap - Beam Type (Wood or Steel) Cap Size 20ft Long 0.833ft Wide 0.802ft High Left Overhang 1ft Lt Cap/Beam Overhang .5ft Right Overhang 1ft Rt Cap/Beam Overhang .5ft Sill - Sill Sill Size 20ft Long 0.833ft Wide 0.802ft High Pile aterial Pile Type Spacing Length Width/Diam. Orientation 1 Wood or Timber Wood or Timber 6FT. .833FT. X.802FT Vertical 2 Wood or Timber Wood or Timber 5FT. .833FT. X.802FT. Vertical 3 Wood or Timber Wood or Timber 1 FT. 1 FT. PILE Vertical 4 Wood or Timber Wood or Timber 6FT. .833FT. X.802FT. Vertical 5 Wood or Timber Wood or Timber .833FT. X.802FT. Vertical Title ABUTMENT2 Description SHEET 4 Bridge No: gg0410 I �rawn By: STEVE AUSTIN I �ate:12/2/2010 I Fi�e Name:S0082001604 Structure 890410 County UNION Date: 12/11/2012 Structure Photos LOOKING EAST POSTING ON THE WEST END Structure 890410 County UNION Date: 12/11/2012 Structure Photos � � . -*- �ai t ,_ y� � f�' k r ` � �.�' � - � � � ;�r �. � � '- ]�,t�,�� + � +s * ��- �4 t � r � � �' s.� w :� s . �w 3k � � �. t 1: E � � r �-� � § '`t ty - k� 3 -'{" �{i �� t .�- i �' 4� J ' -' ' � Y� ' � � � �/� I,'��. �"•. b � �.. i �� _4 �� ' ' �� 1�'�} 'a � ' q �y r r'if .fi 1 / �^ ''`�'o r'..S+Er � � � � �6� � - i v; i� i'�� : � ' +� 'x� y . ts.,t, ` � 7 . ti �, h . - '��` � ti�,�', , 9 � � ' ��,{,{ , ,� {'�i � �`'� ;'3 r�'': . . s7p' Y� �� s � J -�4 � :R � n.,�� h� t . '',� S _ 5 � � . i i � �- k ,r . . __ f� F °3 b +RC,�.,�.' .: : .u�r _ . . _� � r i[.� Te , •, y �I�' �1�'� �u'�#�� :�. I.� i��.r.. � '� ��.., _ ��'� t �y'�' �r �. . . . � T - � . � � � - �.w . � '� . 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M1 JY� f ..�`d' \ �..-�4 '� 'ti ��'�� `� ,� 's. �,'SY. - �+t 'It� .'�� ` "''..�� -'+}sy n-`.'. ,J� ,��;. , ,,� ��,i��*' F �^ ABUT. 1 I-1[ hWa North Carolina Department of Transportation � �stor�Yiwater � i ,,,,,,,,,,,, Highway Stormwater Program � �;�� STORMWATER MANAGEMENT PLAN _- (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.10.R.67 County(ies): Union Page 1 of 2 General Project Information Project No.: 17BP.10.R.67 Project T pe: Brid e Replacement Date: 4/18/2014 NCDOT Contact: Paul Fisher Contractor / Designer: HDR Engineering Address: 1020 Birch Ridge Road Address: 3733 National Drive, Suite 207 Raleigh, NC 27612 Phone: 919-707-6720 Phone: 919 785-1118 Email: pfisher ncdot. ov Email: Joshua.Massrock hdrinc.com City/Town: Unionville, NC County ies : Union River Basin s: Yadkin-Pee Dee CAMA Count ? No Primary Receiving Water: Grassy Branch NCDWQ Stream Index No.: 13-17-20-3 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Supplemental: Other Stream Classification: 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 0.10 mi. Surrounding Land Use: Residential-Rural Proposed Project Existing Site Project Built-Upon Area ac. 0.29 ac. 0.21 ac. Typical Cross Section Description: Roadway -(2) 10' travel lanes with 4' shoulders. Roadway -(2) 9' lanes with 1' shoulders. Culvert- (2) 10' travel lanes 34' shoulder point to shoulder point. Bridge- (2) 9' Travel Lanes 20' outside to outside. Average Daily Traffic (veh/hr/day): Design/Future: 940 2025 Existing: 470 2010 General Project Narrative: Project SF-890410 replaces bridge number 410 on SR 1611 over Grassy Branch between SR 1640 and SR 1606. The exisitng structure, built in 1968, is a single span 24'6" bridge with a timber deck and I-beams. The proposed stucture is a triple barrel 10' X 6' RCBC buried 1' with 2' sills in barrels 1& 3. The culvert width matches the natural stream channel width in the low flow culvert. References Hi hW� North Carolina Department of Transportation �Stormwater ' � ,,.�,..��.,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN __ (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.10.R.67 County ies): Union Page 2 of 2 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 4 13+17 Stream Perennial GrassyBranch 13-17-20-3 C None Culvert N/A N/A 13+75 ' List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References � � i PROJECT REFERENCE NO. SHEET NO. l7BP.lO.R.67 4 ( DENOTES IMPACTS IN � SHEETNO. 1 \ I I I ` ` � \ I r/ I' � ^ S ROADNGIN DRSIGN HENGINEERS I I I I ` \ `� \ I SURFACE WATER \ � � � � � � � � �` �I ^ �� I � � \ � � � ( �i� /� /� r� � / T DENOTES TEMPORARY I � � I � � IMPACTS IN SURFACE WATER / / / � �� I/ l I I �\� � f � / � ( / / � _� \ � � 1 I ��-I �- � � � �_ 'J �� j ( �� 1 � � � 1 .; �` � �� /� � � I � � �� /�� / � / � � � � � � % / � � �' Pi sto iz+52.�a � �� \ � � � / � � � � � � D = 3' 06' 5 � (RT) / o � � � � ha� � / � / � � L = 304.86' /�y i Q , � � � � � � � � � � R = 1.840.00' �r�� ' �� V = 45 MPH \ 1 � � � � � � � � � � �� e= 0.04 � � C] / � ' J / J � / ryh� CLASS 'll' RIP RAP �y QQ�`��h / / � / / � EST 70 TONS , 0 � / � � 1 / � Z / / �� / / / \ 70 5Y GEOTE%TILE / y� � � � / / / / / / / � / � / / �� / / / /� � / l � % � �� ,i � � � � � � � / ;.- �/__ E E � � � , "z, : � w000s � R � � � . �� saean� cur �ircn � � ` �` '� � � � , � � —L— POT Sto. 16+25.00 i � - PC Sto. 11+00.00 � � � � � � see oernu �n R� \ � � . f f I 1 �`� �� `j �' m � � , �� / � /___.�-- � F I:�.I_t ,. 15„CSP � :.� . � � �� r� �� o � — � � �— � � r�t �� oaoi E--�E�_E / _� j� �J; .� �----- _ E- es�' F - . . . .. _._ ' ^ / /• . . � � � � F . 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Fl�a __... . � w000s \ / � / / / � / / E R -L- PT Sta 14+04.86 / I l / � � / �� i� � � � �� l � � ' , � i � RIP RAP AT � CLA55 'll' RIP RAP I I EMBANKMENT / / 18 E5Y GEOTOE%71LE � I� � / / / / / / \ \ \ / SEE DEATIL'B , EST 8 TONS � 8 SY GEOTEXTILE / / / \ \ \ \ \\ ) / �; _ ' � / / � / / � 7 / � / 2 / / � � �� / � �� _ . � --� �� / � / / � � \ { � / � � r �� / � / / / / � / � / \ � / : \ I / <� � / � / / �� / � � / ) \ ' �� / /, I /� / �� // �� /�\ / �� // � �� `\ \\ ` / / ` \ � —/�I �I � �' � \� �� \ / /� � \ /�� \�\ \�\ \\ \\ �� \� � I � � �� -- � } � � \ \ `� � \ � \ \ \ I � �_— � I —�\J� v ' � �\ 1 \ � \ \ � �\ � �1 \ ` 1 ` 1 �� ,- ,,. \� � �/ \� \ �\ � I ) \ \ 1 \ 1 5�5 ' � /' i � . . � � � l__ � � � , 1 � � � , / \ - - � � Il �� I � I� �`�� /� � � � � — � \ \ PERMIT DRAWINGS , , � , SHEET OF c 6 a 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 .i. _.�__.__ ...:_._ i .._�._ ..i.........i......_..i .........:. ..�.....i.........i.........i...._ ....i_.. .....i_......._i .i:.... ...i.�. i..:..i. ..i....i i�.... i .�.:... i ....i. ..i.....i .i_.. i.....i....i_.._..._..i.........i. _.....i.._...... i __ _._..i�..... ...i.._. __..i.........i. ..._ L_:. __ - , -� rr-- --- -�___ —. _--- _ ._ r — -- --I - _ ------ -- -- -- - - - ----- ___ - - — 7 --- _ � _ _ _ � = _ $— _ � _ �_ — �_-- � � - � --- __ -- - _ _ _ - -- - --- -- - �- ------- - - �-�� _ � � � :: �I - ;� -----� -_' --__ _ -- --- -=-- - - _-- -_ - �---- -----. .-. �i � . i �---___- . _ .._.._. --. __ _._. _- .. -- " _-- — . ..-_ . _. . . _— _ _._ -" __ _- " _-- — - � �� i �� i��i� .. i... .� - .i ,�..i . . . � — � -- - . :1 . . . —: —: � -. . . -- - - -: - . . . I �: .:_ 1_ :J � _ . �.. . ...: .:. i . _. .. . _ .. _ . � . .:. .:. _ . .:. I� I I I � I � _ _I �I. � I � _. I � PROPOSED _ � - - ROADWAY - 540 �� I � I i - ; . �.:: � , � '� � 3-13-14 i , 5 J?O WSEL=529.4' - - - - - - - - - - - - � ; j; �; � 52 0 -�' r �il -�il� iC_ T- - ' — --- ' .. ��- � �---- ----� - -�{-i i - - — — — i - � — . -- T�� - i -- -- — . — �. _ i i. i ��, i ��. ��.��i ii �i i� ��i i i��i i i�� _� _ri i i i i � � �� -��' - -- - ��i� -- - - -- -- -- - -- - - i� �i ' � � __ �� ___ �� - � �- �_ � _-�__ __-____ �_.- —__ . _ � _ � _� �� -- - � -� _ _ - � _ � �� , ,„ , - --� i-� ��- �, �, �,- �, �, �, �, - ' '- _ � _ � - - --�- , - � -- - �- --r _ � � � , � - � �,� � , , ,, , ,, ,, , ,� : : � ' � �� I: , -Z� -T.-n � i i _ i i i i i �i i i i _ i.T�__r. - T _.. . _-T_.. _ . . . .. T __ ��_ ._� .r . . ..T. _ . . . ... �� r �-�.- i - __ .i . . . . . . ..i �- �i— i i - _ I i . _ _—. _-. --- _._ . _-T ._ _ . . .. T�. . __i -- . . . . __._ . -T. _ -_ _- _ i ii i �I III I II �� -��- I I I�I�I II �I�II I II I II�II II I II I�I�I I I �I. I. i i II�I.�I. i �. .-. i. i i.i i . i. i_ i i i i . � _ . .—�--__�___ I —.,-� . I __ : . ___�. ._ .—i� �, '�� i i _ i i I- i i i i— ..__ :�:�. :: � �� L .l � � .�..._ � � � ..-.i—. �_.._ . .: __� — .�—� � . �---�- - �� '� i ii I i il iii .�.. i _ _ �.: :�. :. :�. �.: : :: : :-i. :: I :: �.: .: �II.I.�I. I I . . . . . . . ,. . .-. I..-. . . . . . I I I ,', L 13 + 36J2 I I'i'i �, ; ; ,, , C� ELEV. = 536.4' � I� - � ��,,I ,I � ' '�,�� I'I o � � — _-: -- _ _ � --- i.-----1-- - I�_l1 �' '�, I i1L_�_�i. � _ 1 I i ii__ ___I __— �- -- �_..._ � I_-- i ' i 1 L SKEW -105 TRIPLE 10' X 6' RCBC : � � � ' BURIED 1' WITH A � � I'', II I' ', , � � . : : ; ..: j:... .'i.:�:. . ', j .... ....:...: :...�...: : �'I', I ' I �rt . 2 SILL IN BARRELS 1 & 3 ! -- ; �- - -----� -- r � - r-�--- - i - - �� ;� r . �- �- --- - -- - � � � i 'I � , 'T_�'_, , r_... _- I � j:: ----- = . 64fi ------- --_ __ - - - - - - -� (i-0 -- ------ I � � � � � ��, �:, �: :�_ �, ��, : � � �;.�_: , � � �i ��l�lll� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 -L- 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill ln 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) 13+14 to 13+81 -L- Triple 10' X 6' RCBC 0.01 <0.01 84 150 Flood Plain Benches 0.02 41 TOTALS: 0.03 <0.01 125 150