20141134 Ver 3_Roaring Branch Permit Application with plans_20221011

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT McCRORY P. O.Box 25201,Raleigh,NC 27611-5202 TONY TATA
GOVERNOR PHONE:[phone] SECRETARY
October 28, 2014
Mr. Andy Williams
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest,NC 27587
Subject: Nationwide Permit#14
SR 1339 (Roaring Branch Road)
Ashe County,North Carolina
Project Number: 11C.005148 (DWR Permit Fee: $570)
Dear Mr. Williams:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1339,
Roaring Branch Road in Ashe County. Total project length is 0.76 miles. The narrow 13 foot
wide travel way will be widened to 18 feet and then paved. Impervious surface area will increase
by about 0.46 acres. This is very rocky terrain with springs emanating from the old cut in
numerous locations. The stream crossing at station 1+22 is really the only one that looks like a
traditional stream. The remaining wet pipes carry springs that enter the ditch line. This project
will require the replacement of seven wet pipes as shown below:
Stream Impacts:
Station Existing Proposed Riprap Temporary Total Impacts
Number Pipe Size Pipe Size Impacts ft. Dewaterin (ft.) at this Station
1+22 18"x 40' 24"x 65' 10 40 75
13+00 24"x 30' 24"x 40' 10 0 20
16+05 None 40'x 18" 10 0 50
27+39 18"x 40' 18"x 50' 10 0 20
28+07 18"x 40' 18"x 60' 10 0 30
29+50 Lt. 12"x 35' 18"x 40' 10 0 15
33+35 18"x 50' 18"x 65' 10 0 25
Permanent Fill/Riprap Impacts= 195 feet
Temporary Dewatering Impacts= 40 feet Total project Impacts= 235 feet
P.O.Box 250,N.WILKESBORO,NC 28659
PHONE [phone] FAX [phone]

Mr.Andy Williams
SR 1339,Roaring Branch Road,Ashe
Page 2
October 28,2014
The replacement wet pipe at station 1+22 will require temporary dewatering. An impervious
sandbag dike will be constructed upstream of the existing pipe to create a small pool. Clean
water will temporarily be pumped around the construction area and will be discharged
downstream. Any dirty water located inside of the construction area will be pumped into a silt
bag if necessary. Once the new pipe is in place, the impervious dike will be removed and
preconstruction streambed elevations will be restored. Due to the low flow nature at the
remaining wet pipe locations, the remaining construction areas will be dried by dropping sand
bags in the ditch line. If flow starts to overtop the bags we can turn on the pump briefly.
The stream crossings all carry different UTs to Roaring Branch (Class: C; ORW). This project
was reviewed for the presence of threatened and endangered species on February 26, 2014. This
project will have no effect on any federally listed endangered plant or animal species. Historic
compliance work has been completed and no surveys were required.
The project impacts are not significant in nature and should not remove or degrade existing water
quality uses. Stormwater will be routed through grass or rock lined ditches, depending on the
ditch line slope. Pipe sizes used will be the minimum necessary to create a safe roadway. Wet
pipes exceeding 6% grade will not be buried. By utilizing the erosion control measures outlined
in the attachments to this application, downstream water quality standards will be protected.
Overall water quality in the area will be improved by paving the ABC travel lanes. All
appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map and a marked topography map.
By copy of this electronic letter, it is requested that Mrs. Marla Chambers with the North
Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
By copy of this electronic letter, it is requested that the Division of Water Resources,
401/Wetlands Unit, issue the appropriate permit for construction of this project. It is requested
that any comments related to the 401 certification be electronically forwarded directly to me with
a copy sent to the US Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required,
please let me know. Your early review and consideration will be appreciated.
Sincerely,
Heath Slaughter C'
Division Environmental Officer

Mr.Andy Williams
SR 1339,Roaring Branch Road,Ashe
Page 3
October 28,2014
Enclosures
cc: Marla Chambers,NCWRC
Amy Chapman, Division of Water Resources
Dave Wanucha, Division of Water Resources
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Randall Miles, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Zack Souther, Roadside Environmental Field Operations Technician

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c,, G Office Use Only:
R }
` Corps action ID no.
a DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information _
1. Processing
1 a. Type(s) of approval sought from the
Corps: ® Section 404 Permit El Section 10 Permit — — --�
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
J
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No ❑ Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ® Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ® No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No
2. Project Information
2a. Name of project: SR 1339, Roaring Branch Road
2b. County: Ashe
2c. Nearest municipality/town: Lansing
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state 11 C.005148
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT
3b. Deed Book and Page No.
3c. Responsible Party (for LLC i f
applicable):
3d. Street address: 801 Statesville Road
3e. City, state, zip: North Wilkesboro, NC 28659
3f. Telephone no.: 336-903-9202
3g. Fax no.: 336-667-4549
3h. Email address: [e-mail]
Page 1 of 10
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑Agent ❑ Other, specify:
4b. Name:
4c. Busines s 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:
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
PCN Form —Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: 36.50351 Longitude: - 81.58953
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 4.6 acres
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to UTs to Roaring Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: C; ORW
2c. River basin: New
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:
Unpaved road in a rural area.
3b. List the total estimated acreage of all existing wetlands on the property:
I
0 acres —�
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
360 linear feet
3d. Explain the purpose of the proposed project: j
Upgrade roadway.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached cover letter.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all prior phases) in the past? El Yes ® No El Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
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 ® 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 ® No
6b. If yes, explain.
Page 3 of 10
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑Wetlands ® 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. ]2—e-
. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent (P) or (if known) DWQ—non-404, other) (acres)
Temporary T _
W1 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W2 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P ❑ T El Yes [:1 Corps
❑ No ❑ DWQ
W4 ❑ P ❑ T ❑Yes ❑ Corps — -- --
❑ No ❑ DWQ
W5 ❑ P ❑ T ❑ Yes ❑ Corps fi
❑ No ❑ DWQ
W6 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
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 Type of jurisdiction Average Impact
number- (PER) or (Corps-404, 10 stream length
Permanent(P) or intermittent DWQ—non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ® P ® T Piping, Riprap & UT#1 to Roaring ® PER ® Corps 2 75
Dewatering Branch ❑ INT ® DWQ
S2 ® P ❑ T Piping & Riprap UT#2 to Roaring ❑ PER ® Corps 1 20
Branch ® INT ® DWQ _
UT#3 to Roaring [:1 PER ❑ Corps —�
53 ® P ❑ T Piping & Riprap 1 50
Branch ® INT ❑ DWQ _ _
S4 ® P [:IT Piping & Riprap UT#4 to Roaring ® PER ❑ Corps 20
Branch ❑ INT ❑ DWQ
S5 ® P ❑ T Piping & Riprap UT#5 to Roaring ® PER ❑ Corps 1 30
Branch ❑ INT ❑ DWQ
S6 ® P ❑ T Piping & Riprap UT#6 to Roaring ® PER ❑ Corps 1 15
Branch ❑ INT ❑ DWQ
3h.Total stream and tributary impacts
3i. Comments: See next sheet for totals
Page 4 of 10
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑Wetlands ® 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 jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P) or (if known) DWQ—non-404, other) (acres)
Temporary T
W1 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W2 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ _
W6 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
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 Type of jurisdiction Average Impact
number- (PER) or (Corps-404, 10 stream length
Permanent (P) or intermittent DWQ—non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
UT#7 to Roaring ® PER ® Corps
S1 ® P ❑ T Piping, Riprap Branch El INT ® DWQ 1 25
S2 ❑ P ❑ T ❑ PER ® Corps
® INT ® DWQ
53 ❑ P ❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P ❑ T ® PER ❑ Corps
❑ INT ❑ DWQ _
S5 ❑ P ❑ T ® PER ❑ Corps
❑ INT ❑ DWQ _
S6 ❑ P ❑ T ® PER ❑ Corps
_ ❑ INT ❑ DWQ
3h. Total stream and tributary impacts _- 235
3i. Comments: 125 Pipe, 70 riprap, 40 dewatering
Page 4 of 10
PCN Form —Version 1.3 December 10, 2008 Version

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 individually list all open water impacts below.
4a. 4b. 4c. i 4d. 4e.
Open water Name of waterbody
impact number- (if applicable) Type of impact Waterbody type Area of impact(acres)
Permanent(P) or
Temporary T _
01 ❑ P ❑ T
02 ❑ P ❑ T -__-
03 ❑ P ❑ T f
04 ❑ P ❑ T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a. 5b. 5c. 5d. �5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose j (acres)
number of pond -
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
5f. Total
5g. Comments: N/A
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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar-Pamlico El Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 5d. be. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent(P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required.
B1 ❑ P ❑ T ❑ Yes
❑ No
B2 ❑ P ❑ T ❑ Yes
❑ No
B3 ❑ P ❑ T ❑ Yes -- - -----
❑ No _
6h. Total buffer impacts
6i. Comments:
Page 5 of 10
PCN Form -Version 1.3 December 10, 2008 Version

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 pipe lengths are the minimum needed to improve roadway.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All appropriate BMPs will be used during construction
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® 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): ❑ DWQ ® Corps
❑ Mitigation bank
2c. If yes, which mitigat ion option will be used for this
® Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ®Yes
4b. Stream mitigation requested: 50 linear feet
4c. If using stream mitigation, stream temperature: ❑warm ❑ cool ®cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal)wetland mitigation requested: acres
4h. Comments:
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 1.3 December 10, 2008 Version

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 ® 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
PCN Form —Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: El Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? ® 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:
Falls under DOT NPDES Permit
El Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ 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 Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
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 8of10
PCN Form—Version 1.3 December 10, 2008 Version

F. Supplementary information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public(federal/state/local)funds or the ® 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 ® 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.) ❑ 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 ❑ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes ® 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 ® 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.
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 1.3 December 10, 2008 Version

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 ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No
impacts?
5c. If yes, ind icate the USFWS Field Office you have contacted. ❑ Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
GIS and visual observation
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
WRC will comment
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?
Project submitted to SHPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c.What source(s) did you use to make the floodplain determination? ncfloodmaps
J. Heath Slaughterf 10/28/14
lea
Applicant/Agent's Printed Name Applicant/Agent's Si ''ature Date
(Agent's sVna t u r e is valid only if an authorization letter from the applicant
is provide ..) — ------- —
Page 10 of 10
PCN Form —Version 1.3 December 10, 2008 Version

REVISED INMO14 PROTECT REFERENCE N0. SHEET N0,
VICINITY MAP IICDO5148
1324 • 1354 M
1.07 8 1 SR 1339 ROARING BRANCH RD.
i� EROSION CONRTOL PLANS
319 1324
9 1333 47 1334 These Erosion and Sediment Control Plans
com�p1Yy with the resulations not forth by the
3 0 •6, 1390 NCa 10000 general construction permit
effective August 3, 2011 issued by the North
• 13 2 1332 Carolina Departmetn of Environment and
Natural Resources Division of Water Quality.
*02 13
a Ba et A 3 . +
1J� A
1 Se Din S7MI
1331 1339
1605.01 Temporary Silt Fence-----------
Hem
VIP-MIZ
16%.01 Special Sediment Control Fence---- 7\/VD T
•9d, Mt. on 6
1622.01 Temporary Berms and Slope brains________-
a 1630.02 Silt Basin Type B---------------®
1 3 1 7 SITE 1�1.05 Temporary Silt IDitch----------- Sao
1630.05 Temporary Diversion______________ io
1650.06 Special Stilling Basin
1652.05 Rock Inlet Sediment Trap Type C__---_ 13
�O 1340 1633.01 Temporary Rock Silt Check Type`A--------
�.+ Temporary Rock Silt Check Type`A with
Matting and Polyacrylamide(PAM)_____-__
(///" Temporary Rock Silt Check Type-B____
• �'':( l 3 9 1 Wattle
1341
.52 .1345 Wattle with Polyacrylamide(PAM)
8 16U.02 Temporary Rock Sediment Dam Type-B_
1317 1635.01 Rock Pipe Inlet Sediment Trap Type-A-__-___

PROJECT REFERENCE NO. SHEET NO,
IICDO5148 1 3
CHURCH
DRAINAGE AREA 21
ROAD DRAINAGE ONLY
PROP.R/W
�- t
' POND
DO NOT-- ISTURB
1 PROP.R/W �3 l
MONu. - �8" C DISSIPATOR PAD
I 14' 5' X 10,
/ PROTECT BOTH SIDES OF CREEK -
43'.
DRAINAGE AREA 1 x - m
ROAD DRAINAGE ONLY
U E 18"WATTLES
EXCELSIOR MATTING IS TO BE
SED INSTEAD OF STRAW MATTING
NO RIP RAP SHOULD BE PLACED IN DRAINAGE AREA 2 3 x 9 x 3 4,
CREEK BED OR BELOW THE HIGH 1.5 ACRES 1 Baffle
WATER MARK UNLESS PERMITTF-D 2 ft. weir
ID 2.11
PSRM IS REQUIRED FOR DITCH LINE
FROM STA. 7+80 TO STA. 13+20 RT
MATTING IS REQUIRED FOR DITCH LINE
FROM STA. 1+90 TO STA. 7+80 RT
LEVEL 3-A DESIGNER
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND CHRIS ABSHER (#137)
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS RIGHT OF WAY
OF THE TIME CLEARING AND GRUBBING BEGINS. 50 FEET
HORIZONAL SCALE r= RY

PROJECT REFERENCE NO. SHEET N0,
11CDO5148 1 4
LEVEL 3-A DESIGNER
CHRIS ABSHER t#1371
RIGHT OF WAY
50 FEET
HOUSE
GRAB ,
R
DISSIPA AD \
/ BARN Cn
1 � rn
LQ
LLJ
ai `R F Cn
x9 x3
3 x 9 x 3 1 Baffle
z DRAINAGE AREA 3
Z 2.3 ACRES 1 Baffle 2 ft. weir
2 ft. weir ID 4.R
ID 3.11 DRAINAGE AREA 4
2.9 ACRES
NO RIP RAP SHOULD BE PLACED IN
CREEK BED OR BELOW THE HIGH
WATER MARK UNLESS PERMITTED
.,PSRM IS REQUIRED FOR1 DITCH LINE USE 18"WATTLES
FROM STA, 7+60 TO STA. 13+20 RT
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS EXCELSIOR MATTING IS TO BE
OF THE TIME CLEARING AND GRUBBING BEGINS. USED INSTEAD OF STRAW MATTING
HORIZONAL SCALE i'= 50'

PROJECT REFERENCE NO. SHEET N0,
IICDO5148 5
LEVEL 3-A DESIGNER
CHRIS ABSHER (0137)
RIGHT OF WAY
50 FEET
DRAINAGE AREA 21
ROAD DRAINAGE ONLY
o,
DO NOT DISTURB
1
6 Cmp DO NOT DISTURB
�L
_ -
- - - - - - - - - - - - - - _ _ WAL HOUSE
�Z _
~4.6'---�' �'� DO NOT DISTURB
T
DRAINAGE AREA 5 DISSIPATOR PAD
2.9 AC RES 5 x IO•
USE 18"WATTLES
EXCELSIOR MATTING IS TO BE 3 x 10 x n
USED INSTEAD OF STRAW MATTING1 2 Baffles rZ
2 ft. weir "
NO RIP RAP SHOULD BE PLACED IN m
ID 5.R 5A.R
CREEK BED OR BELOW THE HIGH
WATER MARK UNLESS PERMITTED
PSRM IS REQUIRED FOR DITCH LINE RELOC
Aj rn
FROM STA. 7+80TO STA, 13+20 RT
rn
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND rn
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS ~
OF THE TIME CLEARING AND GRUBBING BEGINS. 0)
HORIZONAL SCALE P= 50'

PROJECT REFERENCE NO, SHEET NO.
IICDO5148 1 6
HODS D
DRAINAGE AREA 21 DO NOT DISTURB STEPS
ROAD DRAINAGE ONLY LO
, - - - - - -
s
DO NOT DISTURB ------ Eo rri
L B
WET DITCH
- - - - - ,P PLACE DITCH LINER
i AS SOON AS POSSIB
`""1G�� �R• a3� ��
3 x 10 x
2 Baffles
DRAINAGE AREA 7 2 ft. Weir _
ID 7.11 7A.R Place Matting for Erosion Control
2.9 ACRES on Slope as Work Allows.
Sta. 15+50 to Sta. 22+00
USE 18"WATTLES
6
EXCELSIOR MATTING IS TO BE
USED INSTEAD OF STRAW MATTING
NO RIP RAP SHOULD BE PLACED IN
CREEK BED OR BELOW THE HIGH
WATER MARK UNLESS PERMITTED
RIP RAP IS REQUIRED FOR DITCH LINE
FROM STA, 13+20TO STA.25+00 RT
LEVEL 3-A DESIGNER
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND CHRIS ABSHER (4137)
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS RIGHT OF WAY
OF THE TIME CLEARING AND GRUBBING BEGINS. 50 FEET
HORIZONAL SCALE P= 50'

PROJECT REFERENCE N0, SHEET N0,
IIC.005148 1 7
DO NOT DISTURB
Q0
DISSIPATOR PAD
Z 5'X 10'
W ~� �!
LLJ
-J
U �
Q � �
FALSE SUMP - DO N'11 DISTURB
E ,
DRAINAGE AREA 8 `
� \ DISStPoT�R PAD
2.9 ACRES
`� 5'X 10'
b
USE 18"WATTLES
Place Matting for Erosion Control
EXCELSIOR MATTING IS TO BE on Slope as Work Allows. c�
USED INSTEAD OF STRAW MATTING1 Sta. 15+50 to Sta. 22+00
NO RIP RAP SHOULD BE PLACED IN wocn
CREEK BED OR BELOW THE HIGH FALSE SUMP
WATERMARK UNLESS PERMITTED
RIP RAP IS REQUIRED FOR DITCH LINE
FROM STA.25+00 TO STA. 31+10 RT
LEVEL 3-A DESIGNER
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND CHRIS ABSHER (#137)
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS RIGHT OF WAY
OF THE TIME CLEARING AND GRUBBING BEGINS. 50 FEET
HORIZONAL SCALE P= 50'

PROJECT REFERENCE N07 SHEET N0,
IICDO5148 1 8
LEVEL 3—A DESIGNER
CHRIS ABSHER (*137)
RIGHT OF WAY
50 FEET
DO NOT DISTURB DRAINAGE AREA 21
ROAD DRAINAGE ONLY
\ DO NOT DISTURB Uy
LU
\ c—�
LQ
IP
.•
J \ \
V DISS TOR PAD
ti DRAINAGE AREA
2.9 ACRES x 12 x
2 Baffles ` j DO NOT DISTURB �
2 ft. weir �g �70
ID 9.11, 9A.R
USE 18"WATTLES 9121•11 WET DITCH `
PLACE DITCH LINER '
Place Class 8 Rip Rap
Around Inlet of Pipes
AS SOON AS POSSIBLE � 18 Cross Lineine Pi
EXCELSIOR MATTING IS TO BE Place Matting for Erosion Control \
USED INSTEAD OF STRAW MATTING on Slope as Work Allows.
NO RIP RAP SHOULD BE PLACED IN Sta. 25+00 to Sta. 31+3 0
CREEK BED OR BELOW THE HIGH
WATER MARK UNLESS PERMITTED
RIP RAP
FROMSA REQUIRED
TA. + LINE
DRAINAGE AREA 10
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND 2.9 ACRES FALSE SUMP
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS
OF THE TIME CLEARING AND GRUBBING BEGINS.
HORIZONAL SCALE P= 50'

PROJECT REFERENCE No.77T7777.
11C.005198 1 9
3 x 9 x 3
DRAT GE AREA 21 DRAINAGE AREA 22 1 Baffle
DRAINAGE ONLY ROAD DRAINAGE ONLY 2 ft. weir
ID 221,
DO NOT DISTURB 22A.L
6
o ,
F
CAR
CO SHIED
Lu
a01
.-- _
FALSE SUMP
D RAI NAG E AREA 13
FALSE SUMP WET DITCH 2.9 ACRES
PLACE DITCH LINER Place Matting for Erosion Control
DRAINAGE AREA 11 AS SOON AS POSSIBLE on Slope as Work Allows.
Sta. 25+00 to Sta. 31+30 2'
2.9 ACRES DRAINAGE AREA 12
2.9 ACRES
RIP RAP IS REQUIRED FOR DITCH LINE IUSE 18"WATTLES rn
FROM STA,30+00 TO STA, 37+80 LT
RIP RAP IS REQUIRED FOR DITCH LINE HATCHED AREA INDICATES rrnTi
FROM STA.31+10 TO STA.40+00 RT EXCELSIOR MATTING IS TO BE TROUT BUFFER
USED INSTEAD OF STRAW MATTING �z LEVEL 3-A DESIGNER rTl
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND CHRIS ABSHER ('157) r`n
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS FNO RIP RAP SHOULD BE PLACED IN RIGHT OF WAY `I
OF THE TIME CLEARING AND GRUBBING BEGINS. CREEK BED OR BELOW THE HIGH 50 FEET
0
HORIZONAL SCALE r= 5a

PROJECT REFERENCE NO, SHEET NO,
IICDO5146 /0
cs i DRAINAGE AREA 24
/ ROAD DRAINAGE ONLY
f
DO NOT DISTURB
DRAINAGE AREA 23
ROAD DRAINAGE ONLY 4
W 3 x11x3a ' �
z 2 Baffles M x 0 x 3
cn �2 ft. weir -
2 Baffles
`���� %' �g�
W D 231, 23A. 2 ft. weir
D 15.R 15A.
W ' -
Z
DRAINAGE AREA 15
2.9 ACRES USE 18"WATTLES
Q - -
F EXCELSIOR MATTING IS TO BE
' USED INSTEAD OF STRAW MATTING
NO RIP RAP SHOULD BE PLACED IN
CREEK BED OR BELOW THE HIGH
WATER MARK UNLESS PERMITTED
x 12 x 3
2 Baffles RIP RAP IS REQUIRED FOR DITCH LINE
FROM STA.31+10 TO STA.40+00 RT
2 ft. weir
D 14.R, 14A. RIP RAP IS REQUIRED FOR DITCH LINE
L.14B.R FROM STA.30+00 TO STA.3780 LT rn
ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND rn
MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS rn
DRAINAGE AREA 14 OF THE TIME CLEARING AND GRUBBING BEGINS. (r)
2.9 ACRES LEVEL 3-A DESIGNER zr_
CHRIS ABSHER (1137) h
RIGHT OF WAY
50 FEET
HORIZONAL SCALE I"= 50`

PROJECT REFERENCE N0, 3HEEf N0,
I1C.005148 U
BARN �\
3 x 9 x 3 \\
1 Baffle
3 x 13 x3
2 ft. weir 2 Baffles
D 241 24A. ��J
2 ft. weir
24B.L P J \
ID 25.1. MONU/W �•\
J , \
BARN \ \
' \ \
DVOT DISTURB PRO \ \
RA \
wLij
Lu
3 x 10 x 3 \ \
a�
W 2 Baffles \
z a 2 ft. weir \ \
' D 16.R 16A. \
NO RIP RAP SHOULD BE PLACED I
EXCELSIOR MATTING IS TO BE WATER MARK UNLESS ERMITTED
CREEK BED OR BELOW THE HIGH
USED INSTEAD OF STRAW MATTING
RIP RAP IS REQUIRED FOR DITCH LINE
USE 18"WATTLES FROM STA. 31+10 TO STA.40+00 RT
HATCHED AREA INDICATES PSRM IS REQUIRED FOR DITCH LINE
TROUT BUFFER FROM STA. 37+80 TO STA.40+00 LT
LEVEL 3-A DESIGNER DRAINAGE AREA lb
CHRIS ABSHER ('137) 2.9 ACRES ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND
RIGHT DE WAY MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS
50 FEET OF THE TIME CLEARING AND GRUBBING BEGINS,
HORIZONAL SCALE P= 50`