20170782 Ver 1_401 Application_20170627

O�O� W ATF9QG
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information 7 0 1
1.
Processing
1 a. Type(s) of approval sought from the
Corps:
X Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c.
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
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes X No
For the record only for Corps Permit:
❑ 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
or in -lieu fee program.
❑ Yes X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes X No
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: Pisgah Forest Base Camp, LLC
2b. County: Transylvania
2c.
Nearest municipality / town: Pisgah Forest
2d.
Subdivision name: N/A
2e.
NCDOT only, T.I.P. or state N/A
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Pisgah Forest Basecamp, LLC
3b.
Deed Book and Page No.
805/55
3c.
Responsible Party (for LLC if
applicable):
Lee Warden
affNam7iiiiiM
3d.
Street address:
2112 Club Road
3e.
City, state, zip:
Charlotte, NC 28205
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A D p_ q
3h.
Email address:
N/A FFER PERMI�fTMG
4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4b. Name:
Derek Goddard
4c. Business name
(if applicable):
BREC, PA
4d. Street address:
126 Executive Drive
4e. City, state, zip:
Wilkesboro, NC 28697
4f. Telephone no.:
336-844-4088 .
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 11

B. Project Information and Prior Project History
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
PID = 9507-45-1997-000
1 b. Site coordinates (in decimal degrees):
Latitude: 35.275676 Longitude: - 82.672223
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
4.25 Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
North Prong Glade Creek & UT's
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; Tr
2c. River basin:
French Broad
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:
Site is surrounded by residential and wooded properties
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:
1200 ft
3d. Explain the purpose of the proposed project:
To access RV Camping Sites and a Cabin for a family compound
3e. Describe the overall project in detail, including the type of equipment to be used:
All work will be conducted in the dry and from the banks. Utilizing a pump around - a tracked excavator will be used.
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?
Yes X No Unknown
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): Unknown
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Unknown
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 X No
6b. If yes, explain.
Page 3 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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
❑ ❑
❑ Yes
❑ Corps
W1 P T
❑ 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)
❑
S1 X P T
Culvert
UT to North Glade
X PER
X Corps
2
60
Prong
[:]INT
X DWQ
El
S2 X P T
Culvert
UT to North Glade
X PER
X Corps
2
20
Prong
E:1 INT
X DWQ
ElElNorth
S3 P T
Culvert
Glade
X PER
X Corps
4
20
Prong
F] INT
X 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
100
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
Page 4 of 11

the U.S. then individually list all open water impacts below.
4a. 4b.
4c.
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
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required? ❑ F-1Yes
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.
El ❑ El
❑ Neuse Other:
Project is in which protected basin?
Catawba Randleman
6b.
6c.
6d.
6e.
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?
❑P❑T
F-1 Yes
B1
❑ No
❑
F-1 Yes
B2 PEI T
❑ No
B3 DID ❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 5 of 11

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Because of the availability of septic approved drain fields the only available usable land must be access across
jurisdictional waters. During the design care was taken to minimize the new jd impacts by aligning the driveway in such a
way as to minimize new impacts as much as practically possible.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work will be in the dry and from the top of the bank. Erosion Control for sensitive watersheds will be added to.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ 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: 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.
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
buffer mitigation?
❑ Yes X No
Page 6 of 11

61b. 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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
6e.
Multiplier Required mitigation
(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 11

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
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 X 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.
❑ ElYes
No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
8%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes X 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:
❑ 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
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ 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 8 of 11

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)?
1c. 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.
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
❑
®
impacts?
Yes
No
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://www.ncnhp.org - http://www.saw.usace.army.mil/WETLAND/esa - http://www.fws.gov/nc-es/es/es.html
Page 9 of 11

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?
http://ocean.floridamarine.org/efh_coral/ims/viewer. htm
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://www.hpo.ncdcr.gov
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? http://www.ncfloodmaps.com
Derek Goddard
Applicant/Agent's Printed Name
06/01/2017
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 10 of 11

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NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT: httpJlporfalnedemargfddoeummtjibrarylp•k_BNYuui"5.7•sbeb5O 443f-9dd- WMM1337ac3gmupid-36364
SECTION 11.8. - STORM WATER POLLUTION PREVENTION REQUIREMENTS IN THE NC CONSTRUCTION GENERAL PERMIT
IN ADDITION TO THE STORMWATER POLLUTION PREVENTION CONTROLS FOUND IN THE E&SC PLAN, THIS CONSTRUCTION GENERAL PERMIT CONTAINS
ADDITIONAL CONDITIONS THAT MUST BE MET IN ORDER TO COMPLY WITH THE NPDES PROGRAM REQUIREMENTS. THEY ARE AS FOLLOWS:
1. CONSTRUCTION SITE POLLUTANTS
PERMITTEE MUST MANAGE ACTIVITIES ON THE SITE SUCH THAT WATER QUALITY STANDARDS ARE NOT VIOLATED FROM SITE ACTIVITIES OR ALLOWED
DISCHARGES. IN ADDITION TO STREAM POLLUTION FROM SEDIMENT DISCHARGE, OTHER ACTIVITIES ON CONSTRUCTION AND DEVELOPMENT SITES CAN
RESULT IN POLLUTANTS REACHING THE STATE'S WATERS. EPA HAS PREPARED GUIDANCE DOCUMENTS THAT PROVIDE BEST MANAGEMENT PRACTICES
THAT ADDRESS MANY ACTIVITIES.
SEE HTTPJICILLUB.EPA.GOV/NPDEMTONNWATERAAENUOFIMMSANDEXCFM7ACTJ00=MJLL LDEASUREMAN MEASURE ID=4
THE FOLLOWING ACTIVITIES, AND OTHERS ON A SITE-SPECIFIC BASIS, REQUIRE OVERSIGHT THROUGHOUT THE CONSTRUCTION AND DEVELOPMENT
PROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED:
a EQUIPMENT OPERATION AND MAINTENANCE - EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST BE OPERATED AND
MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND WATERS OFTHE STATE.
FUELS, LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, OR ANY OTHER PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THE
GROUND OR INTO SURFACE WATERS, SPENT FLUIDS SHALL BE CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE
WATERS, SURFACE OR GROUND, OFTHE STATE AND IN ACCORDANCE WITH APPUCABLE STATE AND FEDERAL REGULATIONS.
b. MATERIAL HANDLING - HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH LABEL RESTRICTIONS.
C. BUILDING MATERIAL WASTE HANDLING
1) ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES,
CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA
ADMINISTRATIVE CODE SECTION 15A NCAC 13B).
II) LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE,
AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
III) DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED.
IV) UTTER AND SANITARY WASTE- THE PERMITTEE SHALL CONTROL THE MANAGEMENT AND DISPOSAL OF UTTER AND SANITARY WASTE
FROM THE SITE.
d. LOCATION OF STOCK PILES - LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
e. HANDLING OF CONCRETE
1) CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. (NOTE THAT DISCHARGES
FROM ONSITE CONCRETE PLANTS REQUIRE COVERAGE UNDER A SEPARATE NPDES PERMIT - NCG 140000.)
11) ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID
WASTE REGULATIONS.
2. GROUND STABILIZATION
a. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
I) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALL
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
II) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
1) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE.
11) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN
4:1 SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3: 1, THE 7
DAY -REQUIREMENT APPLIES.
III) ANY SLOPED AREA FLATTER THAN 4: 1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
IV) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
STEEPER THAN 2: 1.
V) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE
ALLOWED ON A CASE-BY-CASE BASIS.
VI) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED 'HIGH QUALITY WATER ZONE' (15A NCAC 04A. 0105) ,
STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
VIII PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE
DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC
PLAN OR ADDED BY THE PERMITTING AUTHORITY.
3. SELF INSPECTION AND REPORTING REQUIREMENTS
MINIMUM SELF INSPECTION -AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS OTHERWISE APPROVED IN WRITING BY THE DIVISION OF
WATER QUALITY.
a. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEEN
APPROVED BY THE DIVISION OF WATER QUALITY.
b. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OF
WATER QUALITY OR AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAY
PERIODS, AND NO INDIVIDUAL -DAY RAINFALL INFORMATION IS AVAILABLE, THE CUMULATIVE RAIN MEASUREMENT FOR THOSE UWATTENDED
DAYS WILL DETERMINE IF A SITE INSPECTION IS NEEDED. (NOTE: IF NO RAINFALL OCCURRED, THE PERMITTEE MUST RECORD'ZERO').
c, EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTE<;L TO ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTION
RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST
OCCUR AT THE FREQUENCY INDICATED BELOW:
1) ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS, AND
II) ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE WITHIN 24
HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
d. ONCE LAND DISTURBANCE HAS BEGUN ON THE SITE, STORM WATER RUNOFF DISCHARGE OUTFALLS SHALL BE INSPECTED BY OBSERVATION
FOR EROSION, SEDIMENTATION AND OTHER STORM WATER DISCHARGE CHARACTERISTICS SUCH AS CLARITY, FLOATING SOLIDS, AND OIL
SHEENS. INSPECTIONS OF THE OUTFALLS SHALL BE MADE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY
STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
e. INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS. WHEN ADVERSE WEATHER CONDITIONS WOULD CAUSE
THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION CAN BE DELAYED UNTIL IT IS DEEMED SAFE TO PERFORM
THESE DUTIES. (TIMES WHEN INSPECTIONS WERE DELAYED BECAUSE OF SAFETY ISSUES SHOULD BE NOTED IN THE INSPECTION RECORD.) IF
THE INSPECTION CANNOT BE DONE ON THAT DAY, IT MUST BE COMPLETED ON THE FOLLOWING BUSINESS DAY.
I. TWENTY-FOUR HOUR REP01-11NG FOR VISIBLE SEDIMENT DEPQSITION
1) THE PERMITTEE SHALL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL OFFICE OR THE APPROPRIATE REGIONAL OFFICE ANY
VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY ENDANGER HEALTH OR THE
ENVIRONMENT. (SEE SECTION VIII OF THIS PERMIT FOR CONTACT INFORMATION.) ANY INFORMATION SHALL BE PROVIDED ORALLY OR
ELECTRONICALLY WITHIN 24 HOURS FROM THE TIME THE PERMITTEE BECAME AWARE OF THE CIRCUMSTANCES.
OCOPYRIGHT 2015 BY BREC, PA, ALL RIGHTS RESERVED. THIS PIAN MAY NOT BE RE -USED, SOLD, LOANED. OR GIVEN TO OTHERS. REPRODUCTION OR
II) A WRITTEN SUBMISSION SHALL BE PROVIDED TO THE APPROPRIATE REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY WITHIN 5
DAYS OF THE TIME THE PERMITTEE BECOMES AWARE OF THE CIRCUMSTANCES. THE WRITTEN SUBMISSION SHALL CONTAIN A DESCRIPTION
OF THE SEDIMENT DEPOSITION AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. THE DIVISION OF WATER QUALITY STAFF
MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS.
g. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE SITE AND AVAILABLE FOR AGENCY INSPECTORS AT
ALL TIMES DURING NORMAL WORKING HOURS, UNLESS THE DIVISION OF WATER QUALITY PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON
UNIQUE SITE CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL. OLDER RECORDS MUST BE MAINTAINED FOR A PERIOD OF THREE
YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST THE RECORDS MUST PROVIDE THE DETAILS OF EACH INSPECTION
INCLUDING OBSERVATIONS, AND ACTIONS TAKEN IN ACCORDANCE WITH THIS PERMIT. THE PERMITTEE SHALL RECORD THE REQUIRED
RAINFALL AND MONITORING OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DNISION OR A SIMILAR INSPECTION FORM
THAT IS INCLUSIVE OF ALL OF THE ELEMENTS CONTAINED IN THE DIVISION'S FORM USE OF ELECTRONICALLY -AVAILABLE RECORDS, IN DEU OF
THE REQUIRED PAPER COPIES FOR INSPECTION WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY
RECORDS.
h. INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
I) CONTROL MEASURE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE MEASURES INSPECTED,
2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) INDICATION OF WHETHER THE MEASURES
WERE OPERATING PROPERLY, 5) DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE, 6) CORRECTIVE ACTIONS TAKEN (7) DATE OF
ACTIONS TAKEN, AS WELL AS THE DATE AND AMOUNTS OF RAINFALL RECEIVED.
11) STORM WATER DISCHARGE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: I) IDENTIFICATION OF THE DISCHARGE
OUTFALL INSPECTED, 2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) EVIDENCE OF
INDICATORS OF STORM WATER POLLUTION SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION, 5) INDICATION OF
VISIBLE SEDIMENT LEAVING THE SITE, 6) ACTIONS TAKEN TO CORRECTIPREVENT SEDIMENTATION AND 7) DATE OF ACTIONS TAKEN.
III) VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE LIMITS: INSPECTION RECORDS MUST INCLUDE: 1) AN EXPLANATION AS TO THE
ACTIONS TAKEN TO CONTROL FUTURE RELEASES, 2) ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE SITE
LIMITS AND 3) THE DATE OF ACTIONS TAKEN.
IV) VISIBLE SEDIMENTATION FOUND IN STREAMS OR WETLANDS: ALL INSPECTIONS SHOULD INCLUDE EVALUATION OF STREAMS OR
WETLANDS ONSITE OR OFFSITE (WHERE ACCESSIBLE) TO DETERMINE IF VISIBLE SEDIMENTATION HAS OCCURRED.
V) VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN AN INCREASE IN VISIBLE STREAM TURBIDITY, INSPECTION
RECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTIONS. SITES DISCHARGING TO STREAMS
NAMED ON THE STATE'S 303(D) LIST AS IMPAIRED FOR SEDIMENT -RELATED CAUSES MAY BE REQUIRED TO PERFORM ADDITIONAL
MONITORING, INSPECTIONS OR APPLICATION OF MORE -STRINGENT MANAGEMENT PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS. IF A DISCHARGE
COVERED BY THIS PERMIT ENTERS A STREAM SEGMENT THAT IS LISTED ON THE IMPAIRED STREAM LIST FOR SEDIMENT -RELATED CAUSES,
AND A TOTAL MAXIMUM DAILY LOAD (TMDL) HAS BEEN PREPARED FOR THOSE POLLUTANTS, THE PERMITTEE MUST IMPLEMENT MEASURES
TO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE SITE IS CONSISTENT WITH THE ASSUMPTIONS AND MEETS THE
REQUIREMENTS OF THE APPROVED TMDL THE DIVISION OF WATER QUALITY 303(D) LIST CAN BE FOUND AT:
HTTP:IM20. ENRSTATE NC. USRMDI/GENERA1303D.HTML
4. SEDIMENT BASINS
SEDIMENT BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:
a OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.
b. FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW -DOWN DESIGNS SPECIFIED IN THE DIVISION OF LAND
RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.
C. CHEMICAL TREATMENT
I) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER STORM -RESISTANT COVER OR
SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT SURFACE WATERS.
11) ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES PROVIDED BY THE
MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.
III) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND POSTED ON
THEIR *NORTH CAROLINA DIVISION OF WATER QUAUTY APPROVED PAMS/FLOCCULANTS LIST' FOUND ON THEIR WEB SITE AT: HTTP:IIPORTAL
NCDENR.ORGLWEBNJGMS/SU.
IV) THE PERMITTEE MUST ROUTE STORM WATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS THROUGH
SEDIMENT TRAPPING, FILTERING, AND/OR SETTLING DEVICES($) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT FLOCCULENT PRIOR TO
DISCHARGE TO SURFACE WATERS.
d. DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLUTION CONTROL ACT AND
UTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL TO ASSURE THAT
BUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION OUTSIDE OF THE 25% BUFFER ZONE
NEAREST THE LAND DISTURBING ACTMTY.
5. DISCHARGES TO SPECIAL OR THREATENED WATERS
a DISTURBED AREAS WITHIN ONE MILE OF AND DRAINING TO WATERS WHERE FEDERALLY -LISTED THREATENED OR ENDANGERED AQUATIC
SPECIES ARE PRESEN(SHALL BE LIMITED AT ANY TIME TO A MAXIMUM TOTAL AREA WITHIN THE BOUNDARIES OF THE TRACT OF20 ACRES.
THESE PROJECTS SHALL ALSO USE CONTROL MEASURES THAT ARE DESIGNED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH CRITERIA
SET FORTH IN L5A NCAC 048 .0124 - DESIGN STANDARDS IN SENSITIVE WATERSHEDS. THE DIVISION OF WATER QUALITY MAY REQUIRE
ADDITIONAUALTERNATIVE PROTECTION MEASURES OR REQUIRE COVERAGE UNDER AN INDIVIDUAL CONSTRUCTION NPDES STORMWATER
PERMIT. OTHER MANAGEMENT PRACTICES MAY BE ACCEPTABLE IF THESE DESIGNS ARE SHOWN BY THE APPLICANT, TO THE SATISFACTION OF
THE DIRECTOR TO PROVIDE EQUIVALENT PROTECTION.
b. CONSTRUCTION ACTIVITIES IN HIGH QUALITY WATERS ZONES REQUIRE QUICKER GROUND STABILIZATION PROVISIONS AS SPECIFIED IN
SECTION II.B.2.8. OF THE PERMIT.
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PERMANENT STREAM CROSSING (CULVER
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ROAD SURFACE
SEEDING MIXTURE
SUB -GRADE SURFACE
?i�CIES RATE (LBIACRE)
TAMP BACKFILL MATERIAL
TALL FESCUE 1DO
MN OF IT
AT REGULAR INTERVALS
MORE THAN ONCE PER YEAR RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
KOREAN LESPEDEZA 70
IMMEDIATELY.
REDTOP 5
CULVERT
BASE AND SIDEWALL FILL
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
MATERIAL SHOULD BE
SEEDING NOTE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
COMPACTED, FINER SOIL
PARTICLES
D
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
20%BURIED
LEVEL OF
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
NATURAL STREAMED
PLANTED. THIS INCLUDES ROCKS, BOTTLES, URGE ROOTS AND OLD TREE TRUNKS.
ROCK FREE CULVERT SE)
+�
- VARIES EXISTING GROUND
(GRAVEL OR SGL)
(SEE NOTES)
GENERAL NOTES:
1. STREAM WORK AND LAND DISTURBANCE WITHIN THE 25' WIDE BUFFER ZONE ARE PROHIBITED DURING THE BROWN AND BROOK TROUT
SPAWNING SEASON OF OCT. 15 THROUGH APRIL 15.
2. TO THE MAX EXTENT PRACTICABLE, CULVERT 48'D OR LARGER SHOULD BE BURIED A FOOT INTO THE STREAMED. CULVERTS LESS THAN
48'D SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER THAN 20% THEIR SIZE TO ALLOW FOR AQUATIC LIFE PASSAGE
3. STRINGENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MAINTAINED WHERE SOL IS DISTURBED. THESE CONTROLS
SHOULD BE MAINTAINED UNTIL FULL PROJECT COMPLETION.
4. IF ANY CONCRETE WILL BE USED, WORK MUST BE ACCOMPLISHED SO THAT WE CONCRETE DOES NOT CONTACT STREAM WATER
5. WHEN POSSIBLE HEAVY EQUIPMENT SHOULD BE OPERATED FROM THE BANK RATHER THAN IN THE STREAM CHANNEL
6. TEMPORARY OF HERBACEOUS VEGETATION SHOULD BE ESTABLISHED ON ALL BARE SOL WITHIN 15 DAYS OF GROUND DISTURBING
ACTIVITIES IN THE 25 TROUT BUFFER TO PROVIDE LONGTERM EROSION CONTROL. IT IS ENCOURAGED TO USE NATURAL FIBER MATING
INSTEAD OF PLASTIC MATTING THAT CAN ENTRAP SMALLANIMALS.
7. PLEASE SEE PUMP AROUND DETAIL AS REQUIRED.
2 SILT FENCE
C900 STEEL POST
IH� I WIRE FENCING
I e' MAX -(FILTER FABRIC
WARE FENCING I I i575TONE
WOVEN FILTER FABRIC 30' MIN ,&-
LL 6�
FLOW F
8' MIN
GENERALNOTES. d'MIN
I. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO
THEREQUIREMENTS IN ASTM D 5461, WHICH IS SHOWN IN PART IN TABLE B.M.
2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTIDN LIFE AT A
TEMPERATURE RANGE OF 0 TO 120- F.
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 135 LBHNFAR FT MINIMUM STEEL WITH A
MINIMUM LENGTH OF 5 FEET MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
FACILITATE FASTENING THE FABRIC.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A
MINIMUM 14 GWGEAND AMAXIMUM MESH SPACING CF 61NCHES
5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETICRLTER FABRICS.
S ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
THE GROUND SURFACE (HICHHER FENCES MAY IMPOUND VOLUMES a WATER SUFFICIENT TO
CAUSE FAILURE OF THE STRUCTURE)
7. CONSTRUCT THE FILTER FIBRO FROM A CONTINUOUS ROLL CDT TO TIE LENGTH OF THE
BARRIER TO AVOID JOIRM WHEN JOINTS ARE NECESSARY. SECURELY FASTEN THE FILTER
CLOTH ONLY ATA SUPPORT ROSTWTTH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
B SUPPORT STANDARD STRENGTH FILTER FABRIC BY N1RE MESH FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE
TRENCH. FASTEN THE WIRE REINFORCEMENT. THEN FABRIC ON THE UPSLOPE SIDE OF THE
FENCE POST, WIRE OR PIASTIG ➢P TIES SHOULC HAVE MINIMUM 50 PWND TENSILE
STRENGTH
9. WHEN A WIRE MESH SUPPORT FENCE IS USES, SPACE POSTS A MAXIMUM OF 9 FEET APART
SUPPORTPOSTSSHOULDBEDNV NSECURELYINTOTHE GR OUNDAMINIMUMOF241NCHES.
10 EXIRASTRENGTHFILTERFABRIC ITHSFEET RDSTSPACINGDOES NOT FEQUIREMRE MESH
SUPPORT FENCE, SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO FORM WIRE CR
PIPSTC2IP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
11. EXCAVATE A TRENCH APFROAMATRY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
PROPOSED UNE OF POSTS AND UPSLOPE FROM THE BARRIER
IZ PULE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
5 SACXFILL THE TRENCH WITH SOL PLACED OVER THE FILTER FABRIC AND COMPACT
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE
14. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE NOTES.
1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEE( AND AFTER EACH RAINFALL MAKE ANY
REWIRED REPARS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR, DECOMPOSE OR BECOME
INEFFECTIVE REPLACE IT PROMPRY,
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO RESUCE PRESSURE ON THE FENCE TAIKE CARE TO AMD
UNDERMINING THE FENCE DURING CLEANOUT.
A REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STASMUM
STONE OUTLET
E&SC TEMPORARY SEEDING SCHEDULE
• DO NOT USE WITHIN 25 RIPARIAN BUFFER SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER 8 EARLY SPRING (FEB 15#UY 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50 SOIL PREPARATION'
SUMMER (MAY 15 -AUGUST 15) SOIL TEST SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
RATE(LBIACR
SPECIES E) THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTIUZER AND/UR LIME
GERMAN MILLET 40
OR CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
TALL FESCUE 50 PUNTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE T FOR
FALL (AUGUST 15 DECEMBER 1ST REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
SPECIES RATE(LWACRE)
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
RYE GRAIN 120 ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRINGTOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS: A
SgLAMENDMENTS SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LWACRE GROUND DEEP TILLAGE: ROTOTILUNG LOOSENS COMPACTED SGL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 75D UNACRE 10.10.10 FERTILIZER INCREASE FERTILIZER 1111 AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
RATE 701000 LBIACRE IN THE FALL TILLER WILL ADEQUATELY TILL THE SGL TAKE CARE NOT TO DESTROY THE
MULCH EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SGL
APPLY 4000.5000 UVACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
MULCHING MATERIAL ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH SUFFOCATED BY DEEPLY COVERING THE ROOTS MATH SOIL IF ADDITIONAL SOIL IS
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A NECESSARY AT A TREE BASE, CONSTRUCT ATREE WELL'
MULCH ANCHORING TOOL
MAINTENANCE REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
REFERTIUZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTLIZER, AND MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTRE AREA ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WTH 50 LB/ACRE OF a TO 8 INCHES OF DEPTH AFTER THE SGL HAS SETTLED. THIS MEANS PLACING
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE ABOUT a TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE IMPROVE THE SGL BY
15, OVERSEED NTH 50 LBIACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY ADDING ORGANIC MATTER THIS IMPROVES WATER RETENTION IN SANDY SOILS
MARCH. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
•11
STRFAMBANK � SANDBAGS
WATERSURFACE — _- —
-OVATION — VABOVE
— ' BASEFl.OW
(Z MIN.)
\.\n\\♦
SECTION BS'
SANDBAGS
E&SC PERMANENT SEEDING SCHEDULE
• DO NOT USE WITHIN 25 RIPARIAN BUFFER SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
FLOW
?i�CIES RATE (LBIACRE)
MAINTENANCE
TALL FESCUE 1DO
REFERTILIZE TIE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
SERICEA LESPEDEZA 20
MORE THAN ONCE PER YEAR RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
KOREAN LESPEDEZA 70
IMMEDIATELY.
REDTOP 5
SOIL PREPARATION:
KENTUCKY BLUEGRASS 5
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
SEEDING NOTE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
I. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED,
NEEDED AMOUNTS OF FERTIUZER AND/OR UNE.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
INCREASE KOREAN LESPEDEZA TO 40 LBIACRE.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
NURSE PUNTS
PLANTED. THIS INCLUDES ROCKS, BOTTLES, URGE ROOTS AND OLD TREE TRUNKS.
BETWEEN MAY 1 AND AUGUST 15 ADD 10 UVACRE GERMAN MILLET OR 15 LB/ACRE TALL
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LBIACRE RYE GRAIN. IT MAY BE
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED,
BENEFICIAL TO PLANT THE GLASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA
DOWNSTREAM POOL
IN MARCH.
TME SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
SEEDING DATES BEST POSSIBLE
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
FLOW DIRECTION
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
BELOW 2500 FT: AUG 15 -SEP 1 JULY 25SEP 15
MAR 1 -APR 1 MAR 1 -MAY 10
DEEP TILLAGE: ROTOTILUNG LOOSENS COMPACTED SOL AND IMPROVES THE
II
II II II
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
ABOVE 2500 FT: JULY 25 -AUG 15 JULY 15 -AUG 30
TILLER WILL ADEQUATELY TILL THE SOL TAKE CARE NOT TO DESTROY THE
MAR 20 -APR 20 MAR 54AAY 15
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOL
COMPLETE SEEDING EARLIER IN THE FALL AND START LATER IN THE SPRING ON NORTH
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE TREES CAN ALSO BE
AND EAST FACING SLOPES.
SUFFOCATED BY DEEPLY COVERING THE ROOTS NTH SOL IF ADDITIONAL SOIL IS
NECESSARY ATA TREE BASE, CONSTRUCT A TREE WELL'
SOILAMENDMENTS
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE
REPLACE THE TOPSOIL ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
GROUND AGRICULTURAL LIMESTONE AND 100D UNACRE 5.10-10 FERTILIZER
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
MULCH
6 TO 8 INCHES OF DEPTH AFTER THE SOL HAS SETTLED. THIS MEANS PLACING
APPLY 40005000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
MULCHING MATERIAL ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
ADDING ORGANIC MATTER THIS IMPROVES WATER RETENTION IN SANDY SOLS
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEPSLOPES.
AND DRAINAGE IN CLAY SOLS AND REDUCES FERTILIZER LEACHING.
B EC
126 EXECUTIVE DRIVE -SUITE 220
MBLKES80RO, NO 2B@t7
338.04A40B8 hep'14x
PRELIMINARY
WBELSNC-3448-
PUMP AROUND
STREAM BANK
2015 BY BREC, PA., ALL RIGHTS RESERVED. THIS PUN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC. PA IS PROHIBITED AND IS A
UPSTREAM POOL
V `
)
SUMP HOLE
OR POOL
(12- MIN. DEPTH,
Z MIN. DIAMETER)
CI
PREPARED FOR
PISGAH BASE (
151 CHARLIE K
PISGAH FORE:
DATE
)ETAILS
AMP
1013 ROAD
T NC
Z
_O
H
O
REVISIONS: ::D
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SHEET s¢e .1 Cn
AT� Q
05/102011 J
RO£CTNWBER: W
0530052017
B.DAEMER O
Z
APPROVI��; J.CHURCH
ISM 'W—
NTS (H) Z
M
ISHEET, LJi1
C900
FLOW
DISSIPATION
DEVICE �
( )
CHANNEL BED/WORK AREA
STEEL FENCE POST
�
2'MAX_ ---- SILTFENCE
A
Ns7 STONE
Jtr
7'b' NEIN. _..... _.
DOWNSTREAM POOL
FLOW DIRECTION
3 MAX 1 E"MIN.
SEDIMENT
CONTROL STONE
II
II II II
STRUCTURAL STONE
e II II
II FRONT VIEW II
SECTION MEW 11 It
PUMP
GENERAL NOTES:
B
1. STRUCTURAL STONE SHALL BE (CUSS B) STONE FOR
EROSION CONTROL PURPOSES.
PUMPED EFFLUENT
2. SEDIMENT CONTROL STONE SHALL BE 05 OR 457 STONE.
DEWATERING DEVICE SEE
DETAIL PROVIDED ,
PUN
2015 BY BREC, PA., ALL RIGHTS RESERVED. THIS PUN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC. PA IS PROHIBITED AND IS A
UPSTREAM POOL
V `
)
SUMP HOLE
OR POOL
(12- MIN. DEPTH,
Z MIN. DIAMETER)
CI
PREPARED FOR
PISGAH BASE (
151 CHARLIE K
PISGAH FORE:
DATE
)ETAILS
AMP
1013 ROAD
T NC
Z
_O
H
O
REVISIONS: ::D
H
Z
O
U
O
LL
SHEET s¢e .1 Cn
AT� Q
05/102011 J
RO£CTNWBER: W
0530052017
B.DAEMER O
Z
APPROVI��; J.CHURCH
ISM 'W—
NTS (H) Z
M
ISHEET, LJi1
C900

1
C901
NATURALGRWND
STEP 1- SITE PREPARATION
FIGURE
PREPARE SITE TO DESIGN PROFILE AND GRADE REMOVE DEBRIS. ROCKS,
HEIGHT FROM ROAD SHOULDER
CLODS, ETC- GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
1 3'
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
7 _
r
P
STEP 2 -SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
STEP 3- STAPLE SELECTION
AT A MINIMUM, B' LONG BY I- CROWN. I I GAUGE STAPLES ARE TO BE USED TO
SECURE THE BLANKET TO THE GROUND SURFACE INSTALLATION IN ROCKY,
SANDY OR OTHER LOOSE SOIL MAY REWIRE LONGER STAPLES.
STEP 4 -EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION, BE S' WADE AND S DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL PATH COMPACTED SOIL, OVERLAP BLANKET
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
FIRES RES A, H, E AND F).
STEP 5 -SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND 1 REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REWIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6 CONTINUE ALONG SLOPE- COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
MAINTENANCE NOTES:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (12 INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER
IS ESTABLISHED.
FIGURE
T)
FIGURE F- PROFILE VIEW
ROLLED EROSION CONTROL MATTING INSTALLATION C901 TEMPORARY SEDIMENT TRAP
FIGURE F FIGURE E ^
FIGURE 81 FIGURE C L
C FIGURE E - /
.. BLANKET3 TEMPORARY SEDIMENT
^\ FIGURE / TRAP DESIGN CRITERIA CROSS SECTION I_ g
\ DRAINAGE 1234N OF NCDOT#5 r MN
AREA <5AO OR M57 WASHED STONE --_—
/ - - (ACRES) _ 1.5'MN
FIGURE F MIN. LENGTH 3500 FTI/ACRE
^ BLAH(ET 2 - TO WIDTH 2:1 ti 5•
^ ^ ^ ^ �^ GROUND RATIO ' BLANKETI MAX
SURFACE MIN.
^/ ^ VOLUME 3600
%REWIRED FT/A sr
1.5
Fl RE 81 SURFACE MIN
- ^ ^ FIGURE
FIGURED PREA 435 FT1/q0
^ •• - •• REWIRED IFT12s) PLAN VIEWFILTER FABRIC
BLANKETS
BLANKET DESIGNED SETTLED 21' OVERFILLS'FOR
GROUND - TOPMI IN /SETTLEMENT
SURFACE
• FIGURE I
'SLOPE INSTALLATION -APPROXIMATELY 200 STAPLES PER ROLL (VOR 4' S MAX FILL MIN E BELOW SETTLED
'BED INSTALLATION -APPROXIMATELY 300 STAPLES PER ROLL M WIDTH) REQUIRED -WIDE BLANKET SHOWN ---
OR 4'WIDTFq REWIRED -MADE BLANKET SHOWN FIGUREE ---r— ENAyS-
TOP OF DAM
FIGURE A - BED INSTALLATION ,• 4 FIGURE H - SLOPE INSTALLATION -- 7703.5
— 1— — 50 NATURAL
GROUND
GENERAL NOTES: FILTER FABRIC � II ----I{
2' rx- 7.11- 2' .w. 7 Y r- 2' PLEASE REFER TO NCESCPDM SEC ON 3'
15' 06.BO FOR
ADDITIONAL DESIGN MIN
FLO`N ,\W BLANK'T2/ x x x I,x.-.2•rx 1, SPECIFICATIONS REGARDING TEMPORARY
1.S 8• SEDIMENT TRAPS.
x x x
BLANKETS 1' �- 1' +� 1' •�• 1' 'N• 1' +► 1' -► 1' -► 1'
/ x x x z x
SURFACE x x x 3 STANDARD PIPE OUTLET MINIMUM
SURFACE
FIGURE B - PROFILE VIEW x x x x AF
—�C901 TAI LWATER
FLOW
3 x GENERAL NOTES:
F THE RiPRAP
BLANKETI BLANKET2 X -DENOTES STAPLE 1, Ld=1.5 MES THE A=THE LENGTH MAXIMUM STONE
EDTA
FIGURE E- PLAN 2 NOT ESS THAN QMNCHES). STONE DAMETER BUT
LOCATION
D BE
FIGURE D - PLAN VIEW- BED INSTALLATION VIEW A A 3. A TALLEDIANTWEEN FILTER FABRIC AND SIL
INSTALLED BETWEEN THE RIPRAP AND SOIL
_
FOUNDATION.
GROUND %PE MAINTENANCE NOTES:
SURFACE B• 4• 3XDoDo W=Do*LA INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AN
_ AFTER SIGNIFICANT (12 INCH OR GREATER) RAINFAL
2' 1' .x- 2' -x- 71,.? •r Y EVENTS TO SEE IF ANY EROSION AROUND OR BELO
FIGURE C CROSS SECTION THE RPRAP HAS TAKEN PLACE, OR IF STONES HA
VIEW x x x x.-2*— 1• CRITICALPOINT BEEN DISO DGED.PREVEI MEDIATFURTHER Y MAKE.ALL NEED
CRITICAL POINT '
CREST aF CREST OF x x x x x x / L PLANVIEW M
SLOPE SLOPE TERMINAL END
x x x z GROUND \ GROUND
SURFACE - SURFACE I I
OF SLD\ x z x x x
x x x I x FIGURE J CRITICAL POINT--
FIGURE G- CRITICAL x x x x SECURING - SLOPE INSTALLATION e
POINTS - BED
INSTALLATION FIGURE I - PLAN VIEW SLOPE INSTALLATION SECTION'A-A' FILTER FABRIC
4 ROCK PIPE INLET PROTECTION Fc 9-01
C901 \ 1. GENERAL NOTES
REPERTO NCESCPDM SECTION #6.55 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING ROCK PIPE INLET PROTECTION.
\ RIPRAP MAINTENANCE NOTES
jF'LOW-
1.M INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND
NATURAL GROUND AFTER SIGNIFICANT (IQ INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
\ SEDIAENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACUMJLATED TO ONE-HALF THE DESIGN 700 GRAM COIR FIBER MATTING
DEPTH OF TH TRAP. PUCE THE SEDIMENT THAT IS REMOVED IN FROM TOE OF CHANNEL
THE DESIGNATED DISPOSAL AREA AND REPLACE THE T05 FT. BEYOND BANKFULL
CONTAMINATED PART OF THE GRAVEL FACING.
CLASS B RIPRAP PIPE INVERT, 3S 2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED
PIPE MAX 3.
AFTERALLTHE�SEDIMEMEMUST BE-PRODUCINGP AREAS NAVE BEEN
FLOW PERMANENTLY STABILIZED REMOVE THE STRUCTURE AND ALL THE
LINSTABLE TH THE AREA
O BUEND WITH
ADJOINING AREAS AND PROVIDE PERMANENT TGROUND COVER.T�
WASHED STONE
CLASS B RIPRAP
I
0 PO YRIGHT -PY RRPC P A Al I Rx91TS RFRFRUFn TF#A PI AN MAY -RF RFAIBFD SOLD. LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS RAN
TYPICAL MATTING LOCATION DETAIL
700 GRAM COIR FIBER MATTING
TUONG I", ZWOOD STAKES
\V\ w/7 GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
700 GRAM COIR FIBER MATTING SECTION A -A
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
NOTES'.
1. USE WOOD STAKES YxYx18• MOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET.
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER
I 70D GRAM COIR FIBER MATTING SHALL BE PLACED ALONG 700 GRAM COIR MATTING
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS ,CROSS SECTION
4. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
OF FFIIFRAI
OFFENSE.
ROCK CONSTRUCTED RIFFLE - SECTION B4T
MATTING STAKING NEW
T LONG V x Y WOOD STAKES
W/ 7 GALVANIZED ROOFING
NAIL AT THE TOP TO HOLD
MATTING
B C
128 EXECUTNE DRNE-SLATE 220
WILKESBOR0, NC 25587
33KBM.4CM KIIP/Nrx[a
PRELIMINARY
M,.' FEC: P.q��'•.,.
40pPOR;T� . '
NCBELM-3448:
•,CAROW;A�P .
DETAILS
PREPARED FOR:
PISGAH BASE CAMP
151 CHIARLIE KNOB ROAD
PISGAH FOREST NC
DATE I REVISIONS:
ltdu
sxeErs�. 24W'' Con
05/102017 J
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no 053005201
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NATURALGRWND
FILTER BERM NC
RIPRAP HEADWALL, 7' MIN
DOT7150R A57
HEIGHT FROM ROAD SHOULDER
WASHED STONE
1 3'
\
7 _
r
P
WASHED STONE
CLASS B RIPRAP
I
0 PO YRIGHT -PY RRPC P A Al I Rx91TS RFRFRUFn TF#A PI AN MAY -RF RFAIBFD SOLD. LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS RAN
TYPICAL MATTING LOCATION DETAIL
700 GRAM COIR FIBER MATTING
TUONG I", ZWOOD STAKES
\V\ w/7 GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
700 GRAM COIR FIBER MATTING SECTION A -A
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
NOTES'.
1. USE WOOD STAKES YxYx18• MOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET.
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER
I 70D GRAM COIR FIBER MATTING SHALL BE PLACED ALONG 700 GRAM COIR MATTING
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS ,CROSS SECTION
4. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
OF FFIIFRAI
OFFENSE.
ROCK CONSTRUCTED RIFFLE - SECTION B4T
MATTING STAKING NEW
T LONG V x Y WOOD STAKES
W/ 7 GALVANIZED ROOFING
NAIL AT THE TOP TO HOLD
MATTING
B C
128 EXECUTNE DRNE-SLATE 220
WILKESBOR0, NC 25587
33KBM.4CM KIIP/Nrx[a
PRELIMINARY
M,.' FEC: P.q��'•.,.
40pPOR;T� . '
NCBELM-3448:
•,CAROW;A�P .
DETAILS
PREPARED FOR:
PISGAH BASE CAMP
151 CHIARLIE KNOB ROAD
PISGAH FOREST NC
DATE I REVISIONS:
ltdu
sxeErs�. 24W'' Con
05/102017 J
AOT xux�JX
no 053005201
( -
—1- B.DAEMER Q
APPAOVB)#r Z
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SCALE: Q
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BREC
116 EXECUTWE DRNE- $UTET1[
NVESBORO, NC 2W
336.BN.IOB6 lb—
PRELIMINARY
�NCBELSMG3418;
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AMP
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0200 a

AGENT AUTHORIZATION FORM
Property Legal Description
PIN: 9507-45-1997-000 Tract #3
Address: 151 Charlies Knob Road Pisgah Forest NC
Property Owner: Pisgah Forest Basecamp LLC
The undersigned, registered property owners of the above noted property, do hereby authorize
Derek Goddard of BREC. PA
(Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance
of this permit or certification and all standard and special conditions attached.
Property Owner Street Addr (if different than property above):
Box 25 "]1ZCj -J
Wilk ro NC 28697
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Authorized Signature- Print and Sign
Date:

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35° 1639"N
35° 1628'N
�j 347600 347%0 347721 347780 347840 3479M
3
Map Scale: 1:2,570 Y printed on A landsmpe (11" x 8.5") sheet
Meters
N 0 35 70 140 210
Feet
0 100 200 400 60D
Map projection: Web Mercator Caner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
:iiiiii0 Conservation Service National Cooperative Soil Survey
3 Soil Map—Transylvania County, North Carolina 3
(PISGAH FOREST BASE CAMP, LLC - SOIL MAP)
347960 34M 34M
35° 1639"N
35° 1628"N
348140
3
b
6/1/2017
Page 1 of 3
4
J

Soil Map—Transylvania County, North Carolina
Map Unit Legend
PISGAH FOREST BASE CAMP, LLC
- SOIL MAP
Transylvania County, North Carolina (NC175)
Map Unit Symbol
Map Unit Name Acres in AOI
Percent of AOI
FfE
Brasstown-Junaluska complex, 18.0
15 to 30 percent slopes
58.5
TaF
Junaluska-Tsali complex, 30 to
50 percent slopes
3.2
10.4%
Tn
Toxaway loam, 0 to 2 percent
slopes, frequently flooded
9.6
31.1%
Totals for Area of Interest
30.9
100.0%
USD .% Natural Resources Web Soil Survey 6/1/2017
�� Conservation Service National Cooperative Soil Survey Page 3 of 3

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