HomeMy WebLinkAbout20160957 Ver 1_17BP.10.R.66 (Union Bridge 152) 10-07-16_20161007STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVERNOR
October 7, 2016
U. S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28403
Attention: Ms. Crystal Amschler
NCDOT Coordinator
ANTHONY J. TATA
SECRETARY
Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certification 3886, for the Replacement of Bridge No. 152 on Austin Road (SR 2156) over
Adams Branch in Union County, North Carolina. State Project No. 17BP.10.R.66, Division 10.
Dear Ms. Amschler:
Please find enclosed the revised Pre-Construction Notification (PCN) form, Stormwater Management Plan,
permit drawings, and half-size roadway design plans for the subject project. The North Carolina Deparhnent of
Transportation (NCDOT) proposes to replace Bridge No. 152 over Adams Branch on Austin Road (SR 2156)
between SR 2139 and SR 2152 in Union County. The proposed project consists of removing the functionally
obsolete bridge (Sufficiency Rating of 23.67) built in 1957 and replacing it with a double 12 x 9-foot (48 feet
long) Reinforced Concrete Box Culvert (RCBC). The project length is approximately 0.097 miles.
Thank you for your time and assistance with this project. If you have any questions or need additional
information, please contact Larry Thompson at lthompson@ncdot.gov or (704) 984-4400.
Sincerely,
Larry Thompson, PWS, LSS
Division Environmental Officer
Cc: NCDOT Permit Application Standard Distribution List
716 W. Main Street, Albemarle, NC 28001 * Telephone (704) 983-4400 * Fax (704) 982-3146
North Carolina Division of Highways — l Oth Division
Mitigation Services
ENVIRONMENTALOUALITY
PA'� MCCRORY
Qs04>F.!'710J'
➢ONALD R. F�AN DER VAART
Seee�etarv
October 5, 2016
Mr. Larry Thompson
NCDOT Division 10
North Carolina Department of Transportation
716 West Main Street
Albemarle, North Carolina 28001
Dear Mr. Thompson:
Subject: EEP Mitigation Acceptance Letter:
Division 10 Project, Replace Bridge 152 on SR 2156 over Adams Branch, Union County; WBS
Element 17BP.10.R.66
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream mitigation for the subject project. Based on the information received from you on October 5,
2016, the impacts are located in CU 03040105 of the Yadkin River basin in the Southern Piedmont (SP) Eco-
Region, and are as follows:
Yadkin Stream Wetlands Buffer (Sq. Ft.)
03040105 Non- Coastal
sp Cold Cool Warm RiParian � arian Marsh Zone 1 Zone 2
lmpacts 0 0 122.0 0 0 0 0 0
(feedacres)
This mitigation acceptance letter replaces the mitigation acceptance letter issued on September 29,
2016. This impact and associated mitigation need were under projected by the NCDOT in the 2016 impact data.
DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the
In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this
mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from
DMS.
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-
Sincerely,
��
James B. tanfill
Credit anagement Supervisor
cc: Ms. Crystal Amschler, USACE — Asheville Regulatory Field Office
Ms. Amy Chapman, NCDWR
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: SR 2156 — Bridge 152 — Division 10 Revised
State of North Carolina Environmental Quality � MitigaUon Services
1652 Mail Service Ce�ter � 217 W. Jones Stree[, Suite 3000 � Raleigh, NC 27609-1652
919 707 8976 T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes ❑X No ❑ Yes ❑X No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank � Yes ❑X No
or in-lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h � Yes ❑X No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No
2. Project Information
2a. Name of project: Replacement of Bridge No. 152 on SR 2156 (Austin Road) over Adams Branch
2b. County: Union
2c. Nearest municipality / town: Monroe
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if N/A
applicable):
3d. Street address: 716 W. Main Street
3e. City, state, zip: Albemarle, NC 28001
3f. Telephone no.: 704-983-4400
3g. Fax no.: 704-982-3146
3h. Email address: Ithompson@ncdot.gov
Page 1 of 10
PCN Form — Version 1.4 January 2009
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name
(if applicable):
4d. Street address:
4e, City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude: 34.893294 Longitude: -80.560731
1 c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Adams Branch
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Yadkin-Pee Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Land use in the project vicinity consists primarily of agriculture, forest, and low density residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 160
3d. Explain the purpose of the proposed project:
To replace a functionally obsolete bridge. The bridge was built in 1957 and has a Sufficiency Rating of 23.67.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will replace Bridge No. 152 with a double 12'x9' RCBC (46 feet in length). Standard road building equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the � Yes ❑X No ❑ Unknown
Corps or State been requested or obtained for this property /
pro'ect includin all prior phases in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type � Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for �Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes OX No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Tem ora T
W 1 - Choose one Choose one Yes/No -
�/2 - Choose one Choose one Yes/No -
W3 - Choose one Choose one Yes/No -
W4 - Choose one Choose one Yes/No -
W5 - Choose one Choose one Yes/No -
Wg - Choose one Choose one Yes/No -
2g. Total Wetland Impacts: 0
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
S1 P Culvert Adams Branch PER Corps 10 48
$2 P Flood Plain Benches Adams Branch PER Corps 10 74
S3 T Dewatering/Total Length Adams Branch PER Corps 10 131
S4 - Choose one - -
S5 - Choose one - -
S6 - Choose one - -
3h. Total stream and tributary impacts 131
3i. Comments:
The project will replace the existing bridge with a 12'x9'x48'L reinforced concrete box culvert (RCBC). Impacts include 48 feet of permanent channel
impacts for the culvert, 74 feet for flood plain benches and 131 feet total of temporary impacts for dewatering operations and open cut installation for
waterline relocation.
Page 4 of 10
PCN Form — Version 1.4 January 2009
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Tem ora T
01 - Choose one Choose
O2 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts o
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑ Neuse � Tar-Pamlico � Catawba � Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number — mitigation impact impact
Permanent (P) or required? (square (square
Tem ora T feet feet
B� - Yes/No
g2 - Yes/No
B3 - Yes/No
B4 - Yes/No
B5 - Yes/No
gg - Yes/No
6h. Total Buffer Impacts: o 0
6i. Comments:
Page 5 of 10
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project is a bridge replacement. There will not be any on site detours to avoid additional impacts and the bridge will be replaced at its existing
location.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Bridge Demolition, Removal, and Construction will be followed as well as those for Sedimentation and
Erosion Control.
2. Compensato Miti ation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑X Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑X Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this ❑X Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Usin a Miti ation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Makin a Pa ment to In-lieu Fee Pro ram
4a. Approval letter from in-lieu fee program is attached. ❑X Yes
4b. Stream mitigation requested: 122 linear feet
4c. If using stream mitigation, stream temperature: warm
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. COmments: Stream mitigation is requested for the 25 linear feet of permanent impacts.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑X No
within one of the NC Ri arian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes � No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? p o�o
2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑x Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached Stormwater Management Plan.
2e. Who will be responsible for the review of the Stormwater Management Plan? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local overnmenYs 'urisdiction is this ro'ect? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
� Water Supply Watershed
� Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
�Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply �ORW
(check all that apply):
❑Session Law 2006-246
DOther: NCS000250
4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? � Yes � No
Page 8 of 10
PCN Form — Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) N�q ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in �Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from the bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study is not necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. -
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS County List, NCNHP Database, and field reviews in 2014.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT Project Review is currently underway to determine whether surveys are required.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
It has been designed to meet the MOA criteria. The proposed design does not increase base flood elevations.
8c. What source(s) did you use to make the floodplain determination?
NC Floodmaps
Larry Thompson October 7, 2016
Applicant/Agent's Printed Name ApplicanUAgent's Signature Date
(AgenYs signature is valid only if an authorization
letter from the a licant is rovided.
Page 10 of 10
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,.. _ . Highway Stormwater Program �'-
STORMWATER MANAGEMENT PLAN _-
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: 17BP.10.R.66 County(ies): Union Page 1 of 2
General Project Information
Project No.: 17BP.10.R.66 Project T pe: Brid e Replacement Date: 12/10/2013
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: Monroe, NC County ies : Union
River Basin(s : Yadkin-Pee Dee CAMA Count ? No
Primary Receiving Water: Adams Branch NCDWQ Stream Index No.: 13-17-36-2
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Su I IV WS-IV
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.) 0.23 ac. 0.21 ac.
Typical Cross Section Description: Roadway -(2) 10' travel lanes with 4' shoulders. Culvert- Roadway -(2) 9' lanes with 1' shoulders.
(2) 10' travel lanes 28' outside to outside. Bridge- (2) 9' Travel Lanes 22.33' outside to outside.
Average Daily Traffic (veh/hr/day): Design/Future: 1,480 2025 Existin : 740 2012
General Project Narrative: Replace bridge #152 on SR 2156 (Austin Road) over Adams Branch with a Double 12' X 9' RCBC buried 1' with a 2.5' sill in barrel 2.
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.66 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 12+79 Stream Perennial Adams Branch 13-17-36-2 WS-IV None Culvert N/A N/A
13+19
' 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
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 70 15 20 25 30 35 40 45 50 55 60 65 70 75
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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
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 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 12+43 to 13+37 -L- Culvert <0.01 25
Bench / Waterline 0.02 131
TOTALS: <0.01 0.03 25 131
Revised 3/31/05
See Sheet �-A For Index of Sheets
�:�
DETOUR ROUTE
VICINITY MAP
(NOT TO SCALE)
TO SR 2/39
����� �� ����� � �����
�������� �� ���� ��
LOCATI�1�: BRIDGE 11t0.1SZ 01� SR 2156 �T�ER ADAMS BRA11tCH
BET WEE1� SR 213 9 A1�D SR 21 �2
TYPE OF WORK: GRADII�G, DRAII�AGE, PA VI1�G A1�lD STR UCTURE
END CONSTRUCTION
END STATE PROJECT 176P.10.R.66
—L— STA. 15 + 46.00
9' RCBC
—L— STA. 12 + 73.06
CONSTRUCTION
BEGIN STATE PROJECT 17BP.10.R.bb
—L— STA. 10 + 35.00
LOCATION SKETCH
CULVERT
TO SR 2/52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
�
r
��.��,���N��� ��,���
DO NOT USE FOR CONSTRUCTION
Prepo�ed for the Office of: HI'DRAULICS E11tGI11tEER DIVISI011t OF HIGHWAYS
GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH STATE OF 1VORTH CAROLIIVA
ADT 2 Ol 2= 740 DI T�ISI�1� �F HIGHWA YS
20 10 0 20 40 ADT 2025 = 1480 1000 Birch Ridge Dr., Raleigh xc, 27610 �� �� ���p� ��Q
DHV = % LENGTH ROADWAY STATE PROJECT 17BP.10.R.66 = 0.091 MILES 20I2 STANDARD SPECIFICATIONS �� ��o
PLANS ° �
o �
�— % LENGTH STRUCTURES STATE PROJECT 17BP.10.R.66 = 0.006 MILES SIGNATURE: P.E. � �
20 10 0 20 40 T— 6 ��o RIGHT OF WAY DATE: DOMINIC M. WAINWRIGHT, P.E. � �
V= 55 MPH T O T A L L E N G T H S T A T E P R O J E C T 17 B P. 1 0. R. 66 = 0. 097 M I L ES MAY 22 2015 PROJECT ENGINEER ROADWAY DESIG11l ���� ��a�
' E11 tGI11lEER �� p � ��s�
PROFILE (HORIZONTAL)
4 2 0 4 g FUNC CLASS = LETTIIIIG DATE: JAMES R. RICE, P.E.
LOCAL RURAL AUGUST 19, 2O�J� I'ROJECT DESIGN ENGINEER
PROFILE (VERTICAL) SUBREGIONAL TIER P.E. LOUIS MITCHELL P.E.
SIGNATURE: DIVISION ENGINEER
�
0
N
�
0
�
m
1 �lote: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line -----
County Line ---
Township Line ---
City Line --
Reservation Line -
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
Proposed Woven Wire Fence
Proposed Chain Link Fence
0
EIP
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -W�B- - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Boundary or Site ---�
Potential Soil Contamination: Boundary or Site -
BUILDINGS AND OTHER CULTURE.•
WLB
EAB
EPB
. �.
�
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine �
Foundation �
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
�--- ---
}---- ---
c�'����_---
�
�
� FLOW
�
�"I' .�� "I' I �: (�) I �" \ C�>� I'� "I' I-I � � .�� I'� (�) I . I \ .��
II)I �'I�IC�)\ C�)I��' I I I� I�I-I �`'.�� �"�
� � � � � i �
RAILROADS.•
Standard Gauge
RR Signal Milepost
$WltCil
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
0
MILEPOST 35
�
SWITCH
� F � �
0
W
.
W
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
iC�
�A,
E
E
TDE
PDE
DUE
PUE
TUE
AUE
O
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Curb Cut Future Ramp CCFR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
I�EGETATION.•
Single Tree
Single Shrub
�r
����������:
�
*
Hedge
Woods Line � � � � � � � �
Orchard
Vi neya rd
EXISTING STRUCTURES.•
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
� � � �
Vineyard
CONC
J CONC WW �
CONC HW
�--------�
� CB
Os
-s
•
•
O
//
n
��
P
- - - -P- - - -
Existing Telephone Pole �
Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - -
Recorded U/G Fiber Optics Cable T Fo
Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T Fo- - - �
WATER:
Water Manhole O
Water Meter o
Water Valve �
Water Hydrant �
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A�c Water
TV:
TV Satellite Dish C�
TV Ped esta I ❑�
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� F°
Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- --
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
— —G—
A/G Gas
A/G Sanitary Sewer
FSS
— — — —FSS— — — -
•
0
0
a
- 7UTL -
0
UST
0
�
m
AATU R
E.O.I.
N
Z
O
N
1
W
�
*NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED
FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE
DURING CULVERT INSTALLATION. RIP RAP MAY BE USED TO
SUPPLEMENT THE NATIVE MATERIAL
IN THE HIGH FLOW CULVERT BARREL(S). IF RIP RAP IS USED TO
LINE THE HIGH FLOW CULVERT BARREL(S), NATIVE
MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND
PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE.
NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER
AND MAY BE SUBJECT TO PERMIT CONDITIONS.
�
EXISTING
GROUND
C LASS ' I I' RI P RAP
AT BENCH FACE
U PSTRE�►M
D ETAI L
*NOT TO SCALE
MU LTI-BARRE L- G E N E RAL
D ETAI L LOW F LOW C HAN N E L
AND FLOOD PLAIN SILL
*NOTES:
1) FLOOD PLAIN BENCH SHOULD
BE CONSTRUCTED WITH NATIVE
BED MATERIAL. CONSTRUCT BENCH
TO THE TOP OF THE SILL AND LINE
BENCH WITH COIR FIBER MATTING.
2) PLACE CLASS 'll' RIP RAP ON FACE
OF FLOOD PLAIN BENCH AND
CHANNEL SIDE SLOPES.
CLASS 'II' RIP RAP
CLASS 'll' RIP RAP AT FLOOD
PLAIN BENCH FACE �
/,S� ----
�S
�
CLASS 'II' RIP RAP
,
'� 2:1 SIDE
� SLOPES
(TYP)
COIR FIBER MATTING
, . 2.5' SILL (BURIED 1' AND
1.5' BENCH)
��
12' 12'
EXCAVATI O N
EST. 18 TONS CLASS II RIP RAP
EST. 18 SY GEOTEXTI LE
NO RIP RAP IN BED OF STREAM
AT C U LVE RT O UTLET NTS
9'
12'
12'
FLOOD PLAIN BENCH LINED
WITH COIR FIBER MATTING
2.5 FT
SILL
*BACK FILL WITH NATIVE
MATERIAL TO SILL HEIGHT
DO NOT BACK FILL MAIN
�S BARREL THIS BARREL IS TO
NATURALLY FILL IN
P�,�,N viEw
EXISTING
GROUND
__ ,`
.
,
.
C LAS S' I I'
RIP RAP -
C LASS ' I I' RI P RAP
AT BENCH FACE
DOWNSTRE�JVI
�
�.
��
12' 12'
PROPOSED
GROUND
/,
/
/
�' �
,�
,�o
/?
�� rii
/
2.5'
FLOOD PLAIN BENCH LINED
WITH COIR FIBER MATTING
- JS-
-JS
CHANNEL
RELOCATION
CLASS 'II' RIP RAP AT
FLOOD PLAIN BENCH FACE
2:1 SIDE
_ SLOPES
�- (TYP)
COIR FIBER MATTING
2.5' SILL (BURIED 1' AND
1.5' BENCH)
EXCAVATION-EST.250 CY
EST. 51 TONS CLASS II RIP RAP
EST. 55 SY GEOTEXTILE
EST. 25 SY COIR FIBER MATTING
NO RIP RAP IN BED OF STREAM
AT C U LVE RT O UTLET NTS
PROJECT REFERENCE NO. SHEET NO.
l7BP.lO.R.66 2 -A
RrW SHEET NO.
ROADWAY DESIGN
ENGINEER
l��$1E]L��l[�NA][$� ]�ILA�N�
IDO N�T USE FOR CONSTRUCTION
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
� COMPUTED BY: T.N. BEDENBAUGH DATE: JUNE 2014 PROJECT REFERENCE NO. SHEET NO.
N CHECKED BY: D.M. WAINWRIGHT DATE: MAY 2015 �°���°�4 ��4 ����� �������� l7BP.IO.R.E6 .3
� ����.���N��� ��.���
� �1l �Y ll�1l�� �� ���JTll1l�� Jl �
D� N�T USE FOR CONSTRUCTION
S UMMAR Y OF EARTHWORI�
IN CUBIC YARDS
RIGHT OF WA Y AREA DA TA S UMMAR Y �F PA T�EMEI�T REMO VAL UNCLASSIFIED
LOCATION EXCAVATION UNDERCUT EMBT+20% BORROW WASTE
-L- STA. 10 + 35.00 TO 15 + 46.00 187 1030 843
PARCEL TEMP. PERM. PERM. IN SQUARE YARDS
TOTAL AREA AREA AREA PERM. DRAINAGE /
CONST. DRAIN. DRAIN. UTILITY ASPHALT ASHPALT CONCRETE CONCRETE PROJECT TOTALS 187 1030 843
PROPERTY OWNERS NAMES REMAINING REMAINING EASE. UTILITY
NO. ACREAGE TAKEN EASE. EASE. EASE. LOCATION REMOVAL BREAK UP REMOVAL BREAK UP SAY 190
RT. LT. EASE.
-L- STA. 10+35 TO EXIST. BRIDGE 362 105
1 THOMAS R. BIGHAM & JOYCE C. BIGHAM 3.300 0.000 3.300 0.021 0.060
2 CIRCLE "S" RANCH, INC. 355.965 0.000 355.965 0.264 0.048 EXIST. BRIDGE TO -L- STA. 15+46 345 145
3 FEDERAL NATIONAL MORTGAGE ASSOCIATION 5.000 0.061 4.939
4 JOHN RICHARDSON 25.272 0.052 25.220 0.055
PROJECT TOTALS 707 250
*NOTE: ALL AREAS ARE IN ACRES
Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Drainage Ditch Excavation,
Shoulder Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Removal of
Existing Pavement will be paid for at the contract lump sum price for "Grading."
LIST �F PIPES, E1�DWALLS, ETC. (FOR PIPES 48" � U11tDER)
N
Z
O J �
N
N ENDWALLS }� m r o
Q . v
� ,N Q w � 00 O c� o�o p
� Z j � J v N � � ABBREVIATIONS
O N � N
� STD. 838.01 � Q � � J N M N N N � � N W � �
STATION Z CLASS IV R.C. PIPE C.S. PIPE CLASS III R.C. PIPE STD. 838.11 � �,� �� o 0 o N o 00 w � o � C.B. CATCH BASIN
U � (UNLESS OTHERWISE NOTED) (UNLESS NOTED OTHRWISE) (UNLESS OTHERWISE NOTED) OR � O`�' a~ FRAME GRATES a�o � � � N � ~ � �
� � STD.838.80 `� � Z+ AND HOOD �n � � � v~i � � 00 � N.D.I. NARROW DROP INLET
(UNLESS ~ a N o �O p � � W '�'� � "' � N D.I. DROP INLET
� � �� a STAN DARD 840.03 r � p p � � O '=� �- }
� � O O � NOTED U' � � � c~i, � � 3 M � � } U G.D.I. GRATED DROP INLET
� �' Z � � a OTHERWISE) � p 00 � � Q' w � � o �j t�
� Q Q U oo �- _ � G.D.I. N.S. GRATED DROP INLET
v � > > � LIN. ►- � o 0 o O = v O . � )
Z ; W w V ^ *FT p N N � � � � � � � � 3 Z m � (NARROW SLOT)
� � o "' � � ' • • 3 3 � ,,, 'n `" J � � J.B. JUNCTION BOX
� W � � W • o 0 0 0 = = W M 3 u
SIZE a ,� w °- 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" w CU. YDS. `�' A B � � � � �' � � "' � • p � Z
V a j > O � � � � � � � '�' N N 3 � � � � � m � �. � M.H. MANHOLE
O O Z Z N � � � _ � o � a m � w w LL � o " � � g � j T.B.D.I. TRAFFIC BEARING DROP INLET
Z Z Z ~ O O O � W W W w � � vj uj p�p N � W O m O
0 0 00 0 °D � � � N � u ,� � T.BJ.B. TRAFFIC BEARING JUNCTION BOX
THICKNESS � � � � a � o � � � � � LL z z o Z , N w
OR GAUGE � v v � �r o� o� o� o� � � � � o_ 00 � . . • _ _ _ �" �— _ — V �j �
� � o 0 0 0 0 0 � � w w 0 �j �,; V � Z � TYPE OF GRATE a, �+- � � � p p � p oo � � � O Z d
� . . . . . . 0 0 N � V W = Q N 0 0 � � (7 i� � (7 (�' � (� � O V O �
� °r N � � � c.i E F G REMARKS
-L- 12+25 RT 0401 60020 595.91 52 DRIVEWAY PIPE
-L- 15+25 RT 0402 605.59 603.30 36 DRIVEWAY PIPE
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END oF ��ARo�,��. G UARDRAIL S UMMAR Y
G= GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT AITENUATOR TYPE 350
LENGTH WARRANT POINT ��N�� FLARE LENGTH W ANCHORS IMPACT REMOVE
SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND
LINE BEG. STA. END STA. LOCATION FROM SHOUL. EXISTING STOCKPILE
TYPE 350 FACED REMARKS
SHOP DOUBLE APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRAILING XI GRAU VI TYPE GUARDRAIL GUARDRAIL EXISTING
STRAIGHT E.O.L. XI M-350 XIII CAT-1 AT-1 GUARDRAIL
CURVED FACED END END END END END END MOD 350 MOD III EA G NG
C
�
�
� -L- 11+17 12+10 RT 81.25 50.00 12+80 - 4 7 50 - 1 - 1 1
�
� -L- 12+45 14+63 RT 206.25 50.00 - 13+16 4 7 - 50 - 1 1 1
o -L- 11+16.5 14+04 LT 287.50 12+96 12+60 4 7 50 50 1 1 2
�
c�
c9
�
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i SU BTOTAL 575.00 100.00
�
m GRAU 350 @ 50'X4 -200.00
`�i AT-1 @ 6.25'X2 -12.50
0
�� o TOTAL 375.00 87.50 4 2
o�
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� D A T U M D E S C R I P T I ON DETAIL B HDR Engineering, Inc. of thg Carolinas PROJECT REFERENCE NO. SHEET NO.
� DETAIL A 555 Fa etteville St, Suite 900 Ralei h, N.C. 27601 /7BP.l�.f�.66 4
� sPEcia� cuT �iTCH N.C.B.E.L.S. License Number: F-0116
SPECIAL CUT DITCH
� THE LOCAL I ZEp COORp I NATE SYSTEM DEVELOPEp FOR TH I S PROJECT c Not to s�p�e� �� � Not to s�a�e� 2 ww SHEET NO.
I S BASED ON THE STATE PLANE COORD I NATES ESTABL 1 SHED BY Front � Front
„ „ oc ��r�h 2.� �� t o�t�h NOTES: ROADWAY DESIGN HYDRAULICS
NCGS FOR MONUMENT GPS 152-2 Nat��ai � � t Slope � Natural F� o,. ti'� ,�e Slope
?� ti�' �ce \ Ground 4tte F�d ENGINEER ENGINEER
WI TH NAD 83/NA 2011 STATE PLANE GR I D COORD I NATES OF Ground �c�4�e � p F�o �� r p ,
Y�j d 1. INCIDENTAL MILL APPROXIMATELY 25 AT EACH TIE IN AT
NORTH ING: 419776.88� � ft ) EAST ING: 1532079.229� ft ) Min. D= 1 Ft. �`r Geotextile BEGIN AND END PROJECT LIMITS TO PROVIDE A SMOOTH
ELEVAT I ON: COZ.46f ft l �-� \ Min. D= 1 Ft. TRANSITION TO THE EXISTING ASPHALT PAVEMENT.
THE AVERAGE COMBINEp GRIp FACTOR USEp ON THIS PROJECT FROM STA.11+18 -L-TO STA.12+00 -L- RT �; ��'-y ,�3, Type ofLiner= Class'I'Rip-Rap Max.d= 1 Ft.
FROM STA. 14+00 -L- TO STA. 15+00 -L- RT � 'L 2. ALL DRIVEWAYS HAVE 10' TURNOUT RADII.
( GROUND TO GR I D l �$: �. 99992734 � o FROM STA. 12 +50 -L- TO STA. 13+00 -L- RT
o + 39.00 + 43.00
/ FROM STA. 13+30 -L- TO STA. 14+00 -L- RT ��o ��'r�u�SNo �co ST ��IONN�
THE N. C. LAMBERT GR [ p BEAR ! NG ANp °6- s4� �T $a' LT
LOCAL I ZED HOR I ZONTAL GROUND D f STANCE FROM °'� 6F�
���P$ 152-2�� TO -L- STATION 10+35.�� �S �S6- \ +39.91 +94.00 +39.00 +43.00 -� � o
N 23° 34' 36. 41 " W 284.28' +sb.00 � ,
69' LT 70' LT 71' LT 72' LT 72 LT
ALL L I NEAR p I MENS I ONS ARE LOCAL 1 ZED HOR I ZONTAL D 1 STANCES PUE PUE PUE PUE PUE PUE
VERT I CAL DATUM USED ! S NAVp 88 "- � DUE D DUE PUE PUE
, PUE
-L- POT Sto. IOfOO.00 � CLASS 'II' RIP RAP � � OG� ; i +95.00
EST. 51 TONS '
+00.00 55 SY GEOTEXTILE � END CULVERT � � 66' LT
'�: w
BEGIN CONST RUCT lON 40, �T & � -L - ST A. l3 +03.08 � ; �
-------
�� -- _ � -- �- - � - � �
__ _ _
BEGIN PROJECT l7BP.lO.R.66 30 LT +ss.9� rn ,. _ � - - -,, -
(EX. R�W) 40' LT + 15.00 j
-L- STA.10+35.00 E E E BEGIN CULVERT +3o;8T so' LT � +95.00
+90.00 Q (EX• �M 75' TRANSITION LEFT AND RIGHT EOT TO EXISTING 30' LT
w 30� �-r -L - ST A. l2 +73.�6 �i� C C (EX. R�W)
� _ _ F _ (EX. WW) / \
75' TRANSITION � - �
----F ��� -----------�� �-- , F � \\ 20' 4'
LEFT AND RIGHT _ _ _ _ _ _ ._
2' EOT TO EXISTING � F - - GRAU 350 TL-3, +16.5 GRAU 350 TL-3, +04- '�/ \ � - - - - - - F F (�P )
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�I � _ SPECIAL CUT DITCH
� ; R= 20 R +15.00 � 30' RT
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J � � � � pG 77�, OF DRIVEWAY) 55' RT SEE DETAIL 'B' �
i DB 574� i CLASS 'll' RIP RAP SEE DETAIL 'A'
P � i EST.26 TONS
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� B� � ► �`� E/E D TAIL BP �P F �G 18 SY GEOTEXTILE
POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET =+ I �. � END CONSTRUCTION
- � � a' � EST.20 TONS 3 +95.55
Z ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- �' o� WOODS j �, 25 SY GEOTEXTILE 63.30'RT ' �J, � EN� PR�JECT �7BP.��.R.66
� 1 GPS 152-1 41886m.134B 1532414.7630 635.38 OUTSIDE PROJECT LIMITS ��o; � � � a,\ _ __
� 2 GPS 152-2 419776.8818 1532879.2290 6m2.46 12•27.17 13.47 RT +20.00 -L STi�.15+46.�� L POT Sto.15+98.��
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See Sheet �-A For I ndex of Sheets
�:�
DETOUR ROUTE
VICINITY MAP
(NOT TO SCALE)
CLEARING ON THIS PROJECT SHALL
TO THE LIMITS ESTABLISHED BY
BE PERFORMED
METHOD II
_ T 0 SR 2/39
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17BP.10.R.66
LOCA TI41�: BRIDGE 1�0.1 �2 �1� SR 21�6 4 T�ER ADAMS BRA1�lCH
BET WEE1�l SR 213 9 A1�lD SR 21 �2
TYl'E OF WORI�: UTILITY C�1�ISTR UCTI01�
END CONSTRUCTION
BEGIN STATE PROJECT 17BP.10.R.66
—L— STA. 10 + 35.00
LOCATION SKETCH
2/52 _
HDR Engineering, Inc. of the Carolinas
3733 National Drive, Suite 207 Raleigh, N,C. 27612
N.C.B.E.L.S. License Number: F-0116
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Prepared for Dane Construction Inc. DIVISI01� OF HIGHWAYS
WA TER A1�D SE WER O W1�ER S 011 t PR O ECT � in the offz�e of
GRAPHIC SCALES I1�DEX OF SHEETS � �,� ETHERILL 559 �oNEs FRANK��N ROAo STATE OF 1VORTH CAROLII�A
SHEET 1110. DESCRIPTI011t S��TE ,64
20 10 0 20 40 ENGINEERING Raleigh,N.0 27606
Liscense No. F-0377 ��qp
Bus: 919 851 8077 �0� �i%
UC-1 TITLE SHEET
1 WATER — U1111011t COU11tTY PUBLIC WORKS Fax 919 851 8107 �Q�� �q�o
PLANS UC—Z PLAN F�'' PROFILE 2012 STANDARD SPECIFICATIONS � ��
UC-3 UTILITY C011tSTRUCTI011t DETAILS RIGHT OF WAY DATE: DOMINIC M. WAINWRIGHT, P.E. � �
PROJECT ENGINEER � o
20 10 0 20 40 �, a�
LETTIIIIG DATE: ��ES R. RICE, P.E. ���p o� o�QoQ��
PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER u�3p�
JANUARY 21, 2015 MICHAEL V. ZACCARDO, PE
4 2 0 4 8
UTILITY DESIGN ENGI11iEER
11lCDOT C011rTACT: LOUIS MITCHELL A.E.
P RO F I L E(V E RT I CA L) PRIORITY PROJECT OFFICE DIVISION ENGINEER
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, � l7BPolOoRo66 UC —2
� �,
� � DESIGNED BY: MVZ
� 8" PC CLASS 350 RESTRAINED JOINT DIP SEE WATER INSTALLATION
, HqQ DRAWN BY: JDS
� INSIDE +/ - 56LF 16 STEEL ENCASEMENT PIPE NOTE 6 �8�'Nq CHECKED BY: MVZ
� (MINIMUM CASING THICKNESS 0.250 ) � 20��
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APPROVED BY: MVZ
� REVISED:
� 20' M I N I MUM FROM NORTH CAROL I NA
� TOP OF BANK DEPARTMENT OF
TRANSPORTATION
; TIE TO EXISTING WATER MAIN WITH 20' MINIMUM F M UTILITIES ENGINEERING sEc.
' NEW 8" ISOLATION GATE VALVE. TIE TO EXISTING WATER MAIN WITH PHONE:(919)707-6690 UTILITY CONSTRUCTION
' RESTRAIN NEW GATE VALVE TO EXISTING �� TOP OF BANK PROPOSED FIRE HYDRANT NEW g" ISOLATION GATE VALVE . FAx: ( 919 )250-4151 PLANS ONLY
� PROVIDE HORIZONTAL ��\
; WATERLINE . USE CONCRETE THRUST BLOCKING ENDS AS REQUIRED \`���s\ � ASSEMBLY RESTRAIN NEW GATE VALVE TO EXISTING UT I L I TY CONSTRUCT I ON
' AND RODDING AS REQUIRED. YP Wpoo= �006; ��R��E�S�R°N��.�N�. WATERLINE. USE CONCRETE THRUST BLOCKING
�
I S 6\ DB 5489 PG 508
, � s� -6a�� '� �°�F�E���E° AND RODDING AS REQUIRED.
i �o- �T .9<.0o i i
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59' L
� T�J�OY E�ABIGHAM M E P68, 7 w0o05 1 \ dos`T g , e Raleigh, N.C. 27606
I b�pppp� DB 255 PG ie3 p �
,,000 =°'�T WETHERI LL
I � � �Ex ww� ` License No. F-0377
ao �T +is.ao ''``ww�� ao �r ¢ Bus: 919 851 8077
i �Ex�,,� ¢ ,o�r � i � ENGINEERING
\ ����������� ����� Fax: 919 851 8107
� � -L- PoT SfO.10+00.00 E E E ,z oo e� �E �,, +,v.oa E E E
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i F — F� 8" `"` �--"— — e '� F — ` r. F \ F F TRANSPORTATION PLANNING/DESIGN — BRIDGE/STRUCTURE DESIGN
'� / _ _ _ n� \ \ GPS 152-2 � � � �
I F �r
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� � + / - 2000 � TO 8 �� GV ---- --------- ---- ----- ---- ------ --- ---- � ional Drive, Suite 207 Raleigh, N.C. 27612
_� __— 200PR—C_--F —��_--I--_ r — —_ —_I _� � .�—_--- — -- -- —_ — —— ---------- ------
\RETAIN \ 200 PR --- I =oo pR / at
I � A \ R3� � ��5'CMa I ' /i —_ — — EMOVE ¢ / .
� ,„�_59a.5 ,s.A� N.C.B.E.L.S. License Number: F-0116
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jy Z � ��
e � ���� GENERAL INSTALLATION NOTES:
I - I I I I - � 040 m I � ' ' 30'RT �
I I � 1 I W .3pOp.g�g _ E ILW
E E E E
I � I I ov �ex. ra� \ --�- � '� a' � E :: oo;oo
�� �' ff� �-- �a� w���= +4O�a 1 ALL WORK SHALL BE IN ACCORDANCE WITH UNION COUNTY
�� � �
i � � �. � �I � I ca<ss I R es� e� 0 so� er g
, Lqe$s �'�W ¢ ' �� ,Ex�, PUBLIC WORKS NCDOT, AND NCDENR DEH PWS STANDARDS
� �'� P ;� JESSiCA W��soN 'S5 R° ��� F �s E � � AN D S P E C I F I CAT I 0 N S.
�� � DB 5141PG il9 (EX.Ph� - I b, � y OORIAN L.HARPER
I MARGARET WATTS MORTON � I PLAT CABMEi C FILE 543 +g�.0o �
I DB 220 PG 25� I I I � W00�5 � I ` WOOOS �n 63.43' RT \ OB 622 PG 515
I � I - I \ O m14 +20.00 ��\�
' I I I 1 J5'RT
I �ORIAN L. HARPER &
� WdOBAi309PG60qON s�\ -L- PoT Sta.15+46J4 WATER INSTALLATION NOTES :
I \ \
; � 1) CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK WITH
; 8" PC CLASS 350 RESTRAINED JOINT D P 1 UNION COUTY PROJECT MANAGER AT 704-296-4293 48 HOURS PRIOR TO
� BEGINNING CONSTRUCTION.
, 8 PC CLASS 350 RESTRAINED JOINT DIP
� 2) CONTRACTOR SHALL FULLY INSTALL, PRESSURE & LEAKAGE
� 1 TEST, AND CHLORINATE NEW WATER MAIN PRIOR TO CONNECTION
�
� TO EXISTING SYSTEM.
� Z -� 1 3) CONTRACTOR SHALL PERFORM THE CONNECTION DURING OFF PEAK HOURS
�
; o EXISTING WATER LINE TO BE ABANDONED WITH A MAXIMUM SHUT DOWN TIME OF SIX HOURS.
; � 1 4) ANY WORK OR TEST PERFORMED WITHOUT NOTIFICATION AND CONTACT
; � WITH FIELD INSPECTORS SHALL BE PERFORMED AT THE CONTRACTOR'S RISK.
' 1 TESTING SHALL BE PERFORMED IN THE PRESENCE OF UNION COUNTY PERSONNEL.
�
, 5) OPERATION OF VALVES SHALL BE DONE BY UNION COUNTY OPERATIONS STAFF.
' 1 6) WATER LINE SHALL BE INSTALLED BY OPEN CUT THROUGH THE STREAM CHANNEL.
�
� ALL WORK SHALL BE CONDUCTED IN THE DRY. IMPERVIOUS DIKES, BYPASS
� 1 PUMPING, AND DEWATERING ACTIVITIES SHALL BE IN ACCORDANCE TO SECTIONS
� 5.2 THROUGH 5.4 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BMP
� 1 FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES. (DATED 8/2003)
�
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, ���' � ' ' ' ' ' ' ' � ' ' ' ' ' � ' ' ' ' ' ' � ' ' � ' � � ' ' ' � RESTRAIN NEW GATE VALVE TO EXISTING ' ��
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23. Cra�sh
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ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): october 7, 2016
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NCDOT - Division 10 (Larry Thompson)
716 W. Main Street, Albemarle, NC 28001
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Union County - SR2156 (Austin Road) over Adams Branch
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: un�on Clty: Monroe
Center coordinates of site (lat/long in degree decimal format):
Lat. 34.893294 °jV; LOng. -80.560731 °W,
Universal Transverse Mercator: ��
Name of nearest waterbody: AdamS Bran�h
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
�50 linear feet: width (ft) and/or acres.
Cowardin Class: R��er�ne
Stl'@af11 FIOw: Perennial
Wetlands: N�A acres.
Cowardin Class: NiA
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: NiA
Non-Tidal: NiA
1
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date:
� Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
❑✓ Data sheets prepared/submitted by or on behalf of the
appl�nt/consultant.
Office concurs with data sheets/delineation report.
� Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
� USGS NHD data
� USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name:
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
� 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date): or
� Other (Name & Date):
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
�
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
�
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
SAMPLE
Estimated
Site Cowardin amount of Class of
number Latitude Longitude Class aquatic aquatic
resource in resource
review area
1 0.1 acre Non-section 10
— non-wetland
2 100 linear feet Non-section10
— wetland
3 15 square feet Non-section 10
— wetland
4 0.01 acre Non-section 10
— non-wetland
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION L• BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: NC County/parish/borough: Union City: Monroe
Center coordinates of site (lat/long in degree decimal format): Lat. 34.893° N, Long. -80.560° W.
Universal Transverse Mercator: 17
Name of nearest waterbody: Adams Branch
Name of nearest Traditional Navigable Water (TNW) lnto which the aquatic resource flows: Yadkin-Pee Dee River
Name of watershed ar Hydrologic Unit Code (HUC): 030401050504
� Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
� Office (Desk) Determination. Date: 12/l2/2014
� Field Determination. Date(s): 12/21/2014
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Appear to be no "navigable waters of the U.S." within Rivers and Harbars Act (RHA) jurisdicrion (as defined by 33 CFR part 329) in
the review area. [Required]
❑ Waters subject to the ebb and flow of the tide.
❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain: .
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Reguired]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): 1
❑ T'NWs, including territorial seas
❑ Wetlands adjacent to TNWs
� Relatively permanent watersZ (RPWs) that flow directly or indirectly into TNWs
❑ Non-RPWs that flow directly or indirectly into T'NWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to non-RPWs that flow directly ar indirectly into TNWs
❑ Impoundments of jurisdictional waters
❑ Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 150 linear feet: 10 width (ft) and/or 0.03 acres.
Wetlands: 0 acres.
c. Limits (boundaries) of jurisdiction based on: Established by OHWM.
Elevation of established OHWM (if known): .
2. Non-regulated waters/wetlands (check if applicable):3
❑ Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: .
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section IILD.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILA.1 and 2
and Section IILD.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNV� AND ITS ADJACENT WETLANDS (IF ANl�:
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, sldp to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus tinding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS:
Tributary stream arder, if known:
° Note that the Instructional Guidebook contains additional inforrnation regarding swales, ditches, washes, and erosional features generally and in the arid
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into 1'NW.
(b) General Tributary Characteristics (check all that anplv):
Tributary is: ❑ Natural
❑ Artificial (man-made). E�lain:
❑ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain: .
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain: .
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review area/year: Pick List
Describe flow regime: .
Other information on duration and volume: .
Surface flow is: Pick List. Characteristics:
Subsurface flow: Pick List. Explain findings:
❑ Dye (ar other) test performed: .
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank ❑
❑ changes in the character of soil ❑
❑ shelving ❑
❑ vegetation matted down, bent, or absent ❑
❑ leaf litter disturbed ar washed away ❑
❑ sediment deposition ❑
❑ water staining ❑
❑ other (list):
❑ Discontinuous OHWM.� Explain: .
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed ar predicted flow events
abrupt change in plant community
If factars other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
❑ High Tide Line indicated by: ❑ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ stuvey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: .
Identify specific pollutants, if Irnown: .
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width): .
❑ Wetland fringe. Characteristics: .
❑ Habitat for:
❑ Federally Listed species. Explain findings: .
❑ Fish/spawn areas. Explain findings: .
❑ Other environmentally-sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings: .
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wefland type. Explain: .
Wetland quality. Explain: .
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-T'NW:
Flow is: Pick List. Explain: .
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. Explain findings:
❑ Dye (or other) test performed: .
(c) Wetland Adjacencv Determination with Non-T'NW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain: .
❑ Separated by berm/barrier. Explain: .
(d) Proximit�(Relationshi�) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from T'NW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). E�plain: .
Identify specific pollutants, if known: .
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width): .
❑ Vegetation type/percent cover. Explain: .
❑ Habitat for:
❑ Federally Listed species. Explain findings: .
❑ Fish/spawn areas. Explain findings: .
❑ Other environmentally-sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings: .
3. Characteristics of all wetlands adj acent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (,in acres� Directly abuts? (Y/N� Size (in acres)
Summarize overall biological, chemical and physical functions being performed: .
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating signiFcant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TN�. Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the T'NW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Signi�cant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD: .
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Secrion III.D: .
3. Signi�cant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IILD: .
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
❑ 1'NWs: linear feet width (ft), Or, acres.
❑ Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
� Tributaries of TNWs where tributaries rypically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: NCDWR's Methodology for ldentification of IntermitYent and Perennial Stream and Their Origins
(Version 4.11) was used to assess the tributary. An evaluation of the existing geomorphology, hydrology, and biological
characteristics determined this h-ibutary to exhibit perennial flow. .
❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically Yhree months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: .
Provide estimates for jurisdictional waters in the review area (check all that apply):
❑ Tributary waters: linear feet width (ft).
❑ Other non-wetland waters: acres.
Identify type(s) of waters: .
3. Non-RPWs$ that flow directly or indirectly into TNWs.
❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
❑ Tributary waters: linear feet width (ft).
❑ Other non-wetland waters: acres.
Idenrify type(s) of waters: .
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
❑ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
❑ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: .
❑ Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section IILB and rationale in Section IILD.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: .
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
❑ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates far jurisdictional weYlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters 9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
❑ Demonstrate that impoundment was created from "waters of the U.S.," or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
❑ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):lo
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑ which are or could be used for industrial purposes by industries in interstate commerce.
❑ Interstate isolated waters. Explain: .
❑ Other factors. Explain: .
RSee Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Priar to asserting ar declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
Identify water body and summarize rationale supporting determination:
Provide estimates far jurisdictional waters in the review area (check all that apply):
❑ Tributary waters: linear feet width (ft).
❑ Other non-wetland waters: acres.
Identify type(s) of waters: .
❑ Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CAECK ALL THAT APPLY):
❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/ar appropriate Regional Supplements.
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solelv on the
"Migratory Bird Rule" (MBR).
❑ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: .
❑ Other: (explain, if not covered above): .
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
❑ Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
❑ Lakes/ponds: acres.
❑ Other non-wetland waters: acres. List type of aquatic resource: .
❑ Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
❑ Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
❑ Lakes/ponds: acres.
❑ Other non-wetland waters: acres. List type of aquatic resource: .
❑ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
❑ Maps, plans, plots ar plat submitted by or on behalf of the applicant/consultant: .
❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps: .
❑ Corps navigable waters' study: .
� U.S. Geological Survey Hydrologic Atlas: .
� USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
� U.S. Geological Survey map(s). Cite scale & quad name: Monroe 24K Quadrangle.
❑ USDA Natural Resources Conservation Service Soil Survey. Citation: .
❑ National wetlands inventory map(s). Cite name: .
❑ State/Local wetland inventory map(s): .
❑ FEMA/FIRM maps: .
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
� Photographs: � Aerial (Name & Date):Bing Aerials.
ar� Other (Name & Date): Field Photogaphs 12/21/2014.
❑ Previous determination(s). File no. and date of response letter: .
❑ Applicable/supporting case law: .
❑ Applicable/supporting scientific literature: .
❑ Other information (please specify): .
B. ADDITIONAL COMMENTS TO SUPPORT JD: