20120848 Ver 2_401 Application_20130413

THE
EAST
GROUP
a-wNg R!7�7FIIVED
APR 15 2013
LETTER OF TRANSMITTAL DVVQ-WARO
- Engineering - Architecture - Surveying - Technology
324 Evans Street, Greenville, NC 27858
Office: 252-758-3746 Fax: [phone]
Sheet 1
To: NCDENR — DWQ Date: 4/12/2013 1 Project No. 20120161
943 Washington Square Mall Attention:
Washington, NC 27889 RE PCN for 10 St. Streambank
Stabilization — Pitt County
We are sending you the following:
8 Copy of Letter
HPlans
Specs
EIE-mailed
Payment Application
Change Order
Copy
Copies
Date
No.
Item Description
3
PCN Application for Buffer Rule Approval Only
3
Construction Drawings
1
Agent Authorization Form
These items are transmitted as checked below:
X For Approval Approved
For Your Use Approved as Noted
As Requested Revise & Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks:
Co ies:
Architect:
X Engineer: TEG
Contractor:
X Owner
Other:
Other:
0 \General FonnsXProlect Relaatec LLetter of Transmittal 411 -13 08/10/04 BG
D
APR 1 7 2013
NR -WATER ALIT V
Signed: Michelle S. Clements

RF73
i
APR 15 2013
i
AGENT AUTHORIZATION FORM
' PROPERTY LEGAL DESCRIPTION: DWQ—WAR0
LOT NO. NSA PLAN NO. PARCEL ID: 0028884
STREET ADDRESS' 10th Street and College Hill Drive
Please print:
Property Owner: East Carolina University
The undersigned, registered property owners of the above noted property, do hereby authorize
Michelle S. Clements ,pf The East Group
(Contractor / 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 any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
901 E Fifth St., Greenville, NC 27834
Telephone: [phone]
We hereby certify the above Information submitted in this application Is true and accurate tp the
best of our knowledge.
Authorized Signature
Date: �' /�'

oo� w ArE9QG
y
is -o&4& 0a-
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PC Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
❑ No
1d. 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
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® 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
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
[]Yes
® No
2. Project Information
2a. Name of project:
ECU 10'" Street Parking Lot Streambank Stabilization
2b. County:
Pitt
2c. Nearest municipality I town:
Greenville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
East Carolina University
3b. Deed Book and Page No.
",�
3c. Responsible Party (for LLC if
applicable):
East Carolina University
APR
3d. Street address:
901 E Fifth Street
'
3e. City, state, zip:
Greenville, NC 27858
- W" " -4_1TV
3f. Telephone no.:
252 - 737 -1179
3g. Fax no.:
3h. Email address:
gillj @ecu.edu
Page 1 of 11
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. 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:
Michelle S. Clements
5b. Business name
(if applicable):
The East Group
5c. Street address:
324 Evans Street
5d. City, state, zip:
Greenville, NC 27858
5e. Telephone no.:
252 - 758 -3746
5f. Fax no.:
252 - 830 -3954
5g. Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
4687686032
1 b. Site coordinates (in decimal degrees):
Latitude: 35.603876 Longitude: - 77.363365
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
36.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Green Mill Run
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Tar - Pamlico
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:
The site is developed, containing institutional buildings, parking lots, roads, etc. Greens Mill Run goes through the north
end of the property. The site is bordered by a residential neighborhood to the west, 10th Street to the north, 14"i Street to
the south and bound to the east by College Hill Drive. The land in the immediate vicinity is mainly institutional facilities.
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:
750 LF
3d. Explain the purpose of the proposed project:
The proposed project is stabilize the stream bank where erosion has been occurring.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of installing approximately 60 LF of gabion baskets and compost socks along the stream bank
adjacent to the 10'" Street Parking lot. Some excavation will occur to achieve desired top of bank and toe of slope, to tie
back geogrid into bank, and to install gabion baskets. A small excavator and /or backhoe will be used to achieve this.
Some fill will need to be brought in to fill in the areas that have eroded. Placement of the fill will occur with a small
excavator or backhoe.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
0 Yes ® No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
0 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
[I Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 11
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 [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P [IT
❑ 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 ❑ P ❑ T
Restoration
N/A
❑ PER
❑ INT
❑ Corps
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ 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
3i. Comments:
Page 5 of 11
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.
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, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
f
(square feet)
(square feet)
or Temporary T
�
required?
re
B1 ®P ❑ T
Streambank
Stabilization
Greens Mill Run
® Yes
os
850
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 []PDT
❑Yes
❑ No
6h. Total buffer impacts
850
6i. Comments: There will be no clearing within the buffer.
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version

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.
No clearing within the buffer will occur. Specified products are eco- friendly and designed to withstand the erosive velocities
of the stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
No clearing within the buffer; Erosion control BMP's will be utilized; Areas previously affected by erosion will be fixed and
properly stabilized.
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 ® 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.
Page 7 of 11
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
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
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 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: All runoff to the buffer will sheet flow from the site. No change in
❑ Yes ® No
volume or route of runoff is anticipated.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project is a low density project and is
not within a costal county. Area disturbed is less than 0.5 acres and no new impervious surfaces are being created.
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?
City of Greenville
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
® NSW
❑ 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
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ 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
S. 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 9 of 11
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.
There will be no development as a result of this project which will not impact downstream water quality.
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.
No wastewater will be generated by this project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. 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?
❑ 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?
USFWS website
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?
South Atlantic Fishery Management Council Website
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?
North Carolina State Historic Preservation Office Website
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: Existing stream bank will be stabilized.
8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Website
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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O
TN. map is for use h ad Watedng Inn Nalic -I Flood Insurance Program. k does da
ssadN M nfily AX a ..pact Io rloo ,. particularly ham local Isla.,. m
oI —A site. The eoaaanfty Nap rapnaltary sh-d be consulted ror dassibW updawtl
or edd'lliorul flood Mzerd info" -lion.
To .Nlln more deiallad hbrmadan In areas wnere A— FI.od EI—Atl.na WESI
old /or floodways hove been determined dare are nncoulagW to Olt Ma Fbod
Profile., FWudw:11 — a ur Summa, of Stillwater El —, IN— whhb
Th. Flood Insurance Study IFISI report iMt acmmpanles MIS FIRM. Users s outs M
m Ma16FES shown oa The FIRM represent ra—dad whale -fool exwetb s. Theses
FEES a e ended for good m dog ppmOme pnN and snouts -1 Ee u
. the real, el rlood 0—di. Inbrmatbn. AoromiagN. flood elevation .1.
ofamid in the RS mp r, shouts M -6-1 6 o pmllon wfth IFS FIRM Ior pulpoms
construction and /.r floodplain nwn.a.—OL s
Ruundades of U. w, nw�4w a f1— y s t.J veal i� ul:.teJ b
way
secdass. The Nopdsve s -Meta with r eld t
e basal o Sulk
n nydr erp
mquiraa fl— of rte Natonal Fbod Ins ranee Program. Fl* .. TO,- and o a
peninam fl--ay dad are provided W ineu Fbod Insarance lived- report Ica Ile judsdiciwns.
1
I Aux sn FEET zaa v "NS PANEL. 41186
7r xx•s- ]r xxar
NOTES TO USERS
Cratdn Spacial Flood Hazard Arms may be prd—ORI M flood a ral TNs mp reflncca n dntalal and up- tOdate sisal ehnnnal aenflguratlana than
atructu Na. 0-1-1 TO SOCtWn 1.1 "Flood Protenion -a.m.' tithe Fbod lat ranee n Mar previous FIRM for IWI judsdiction. The th- do.1d. am l floodways
Study rayon Im btwmadI. an hood to bIl su--a- m Me j.,Ndic —, [hat ware c naN red Ir.m the yrevloos FIRM m e bean ndj.— to —On to
h..
atreom ch.nneIll— u s Al o -1 Me Flood Proflaa a]dc hyd:11
9 m Y
Aaw n Information and alial do Data ap used b davel. [NS FIRM ware ob[dned hom .bias n Me Flood Irsuranca Stu ewnkM1 c utnodddve h draulc
geasp p M re n1 Y
va
'Idd" anbadons IndWM tM rdci A, tlaa r
org pa aUn bcal rnmmun lee stet and fade I ma reflect at cam enamel dhtancos Nat tllHer hom ownatsls shown on Mb rsa .
9 P 9 MI 1. e v P
ugerx:F IT . N DMar sgftOl O TM ydmu, bus- for h. FIRM iv ueliul 11, 01- uuquired as
part of t1, National Uighal Urthupnun, Pmgram. TM1e time t IF, Th ut callactiun for tM Pla-la 'afar to Ma sol, IOl prilad Map [.d.. tm t u erview map ut IM county
Th., ry Ix 1996 -1 F. I OOIP tbn and g,ospa -d data Ada— by Ina f,OT,d uNMbd showlnq [ha Iaynpl of men paneN: mmm.mM map repository dada, I., ani a r— y
flat met FEMA base map speS. atbns were considered the -Ti.rad source far Communities table coWath, N 1, a Flood h Ira 1, Program dates for aacM1 communM
Oevobpment or Me baso moo. Soo geospotbl mewdaw for Me - aociated Mgi-al FIRM as wen as o listing of Me ponds on wnkn wen s located.
for adEi[bnd inlormaUOr about bane map preparation.
Base map features shown on this IIYUU Mve AOeat lO "a about tM1la asp. or questions con—mg the National Flood
mop. such as - paste 11NLta. ere based on am 1 -urvice Program in ganarel, please c.111- 677 -FEMA MP 1-7- 936 -26271 -Nut tha
t.,TT -d— data avuqude .1 tM IT— of poblcatbn. c ... g.a to the corporate FEMA —Ill. a www. O.a
Malta say have o red since thla Dap a o Wbliahad. Ma, .—a M—W
nsuk IF. a official Or w aA v n of An
ppr kis c w,M skew a current coMhio s Fbod Ins a Stud Lett r o1 M evkion I. DMR or Letter
rift' acmmpaminq uranc y report. a ap X I 1
judcdctialul bpundariea old lase map l,atures.e of Map —Oddalat (LDMA) rOVi 0 portions of this pond, and dighdv.g,A. It this
FIRM may 11 avaaade. . the X E.Ol . FUL I Flna.,,— Napping ar.graa websiw
.ncllona , III com or can net Ile ROI Nap Sery Ice . Th, F a A Mal, SAMOA
for bdormalion on ell ,dlal plF.., assocbte0 wi1M1 this FIRM. The FEMA Map 6ardca
Center may Na e be reeled by Far at LbOq -JSB -9620 and flag Ni ry AT 1ww.hma.9m /msc.
}�.._
Q
GILID NONTN
MAP SCALE 1" N 900' (1 : 6,000)
11a 0 YE]EPs
LEGEND
PANEL 4687 J
O��H�Mh1l�HhAUIJ
m F
FIRM
m
u• a6om
�.
Is
IrIL
�a
`F
ZIEN AS
NORTH CAROLINA
Ee I ®
IT I
® N
Job
PANEL 4681
EE t M dP INP a DA RRM I
cry �.
_� .
/ / -
/
•�'
iald, 3J:14 :, t
x
1100D�11 ARMS IN 'ON' AE
3=`s
OTHER FLOOD ARMS
r.EK AREAS
if
COASTAL BARRIER RESOURCES S"TEFA CSIRS) ARMS
// O�
-
/, /�
•
A7
,3ei:L3 r {
mall u
�(J
///
/
J•�� {'1 J
e�i..
�j / `••.i
:wyw..
37.11:. .�_•
<�'7
q
NJ to
ar
•�
't'3��y?
•
_
6.
MIS
1
I Aux sn FEET zaa v "NS PANEL. 41186
7r xx•s- ]r xxar
NOTES TO USERS
Cratdn Spacial Flood Hazard Arms may be prd—ORI M flood a ral TNs mp reflncca n dntalal and up- tOdate sisal ehnnnal aenflguratlana than
atructu Na. 0-1-1 TO SOCtWn 1.1 "Flood Protenion -a.m.' tithe Fbod lat ranee n Mar previous FIRM for IWI judsdiction. The th- do.1d. am l floodways
Study rayon Im btwmadI. an hood to bIl su--a- m Me j.,Ndic —, [hat ware c naN red Ir.m the yrevloos FIRM m e bean ndj.— to —On to
h..
atreom ch.nneIll— u s Al o -1 Me Flood Proflaa a]dc hyd:11
9 m Y
Aaw n Information and alial do Data ap used b davel. [NS FIRM ware ob[dned hom .bias n Me Flood Irsuranca Stu ewnkM1 c utnodddve h draulc
geasp p M re n1 Y
va
'Idd" anbadons IndWM tM rdci A, tlaa r
org pa aUn bcal rnmmun lee stet and fade I ma reflect at cam enamel dhtancos Nat tllHer hom ownatsls shown on Mb rsa .
9 P 9 MI 1. e v P
ugerx:F IT . N DMar sgftOl O TM ydmu, bus- for h. FIRM iv ueliul 11, 01- uuquired as
part of t1, National Uighal Urthupnun, Pmgram. TM1e time t IF, Th ut callactiun for tM Pla-la 'afar to Ma sol, IOl prilad Map [.d.. tm t u erview map ut IM county
Th., ry Ix 1996 -1 F. I OOIP tbn and g,ospa -d data Ada— by Ina f,OT,d uNMbd showlnq [ha Iaynpl of men paneN: mmm.mM map repository dada, I., ani a r— y
flat met FEMA base map speS. atbns were considered the -Ti.rad source far Communities table coWath, N 1, a Flood h Ira 1, Program dates for aacM1 communM
Oevobpment or Me baso moo. Soo geospotbl mewdaw for Me - aociated Mgi-al FIRM as wen as o listing of Me ponds on wnkn wen s located.
for adEi[bnd inlormaUOr about bane map preparation.
Base map features shown on this IIYUU Mve AOeat lO "a about tM1la asp. or questions con—mg the National Flood
mop. such as - paste 11NLta. ere based on am 1 -urvice Program in ganarel, please c.111- 677 -FEMA MP 1-7- 936 -26271 -Nut tha
t.,TT -d— data avuqude .1 tM IT— of poblcatbn. c ... g.a to the corporate FEMA —Ill. a www. O.a
Malta say have o red since thla Dap a o Wbliahad. Ma, .—a M—W
nsuk IF. a official Or w aA v n of An
ppr kis c w,M skew a current coMhio s Fbod Ins a Stud Lett r o1 M evkion I. DMR or Letter
rift' acmmpaminq uranc y report. a ap X I 1
judcdctialul bpundariea old lase map l,atures.e of Map —Oddalat (LDMA) rOVi 0 portions of this pond, and dighdv.g,A. It this
FIRM may 11 avaaade. . the X E.Ol . FUL I Flna.,,— Napping ar.graa websiw
.ncllona , III com or can net Ile ROI Nap Sery Ice . Th, F a A Mal, SAMOA
for bdormalion on ell ,dlal plF.., assocbte0 wi1M1 this FIRM. The FEMA Map 6ardca
Center may Na e be reeled by Far at LbOq -JSB -9620 and flag Ni ry AT 1ww.hma.9m /msc.
}�.._
Q
GILID NONTN
MAP SCALE 1" N 900' (1 : 6,000)
11a 0 YE]EPs
:% O
PANEL 4687 J
O��H�Mh1l�HhAUIJ
m F
FIRM
m
u• a6om
FLOOD INSURANCE RHE'MAP
NORTH CAROLINA
Ee I ®
® N
9 i i
PANEL 4681
EE t M dP INP a DA RRM I

+
M
G
-aim
12
10 9 8 7
A. ......
Ov
41
-71
RIPARIAN BUFFER ZONE 1 �I'
� ./- __ ___
. ......... X-
CSW'
evv
0
60.00' BANK RESTORATION
-OCISTING AREA
PROPOSED FILTREXX -- TO BE X,
COMPOST SOXX-OR-- FILLED TO CONSTRUCT' OF EXCk'AVATION
APPROVED-EQUAL; 8" PROPOSED OF TOP
DIAMETER (SEE DETAILS) BANK
-WRAPPED IN GEOGRID.
LSA
LSA
LSA
X.
PROPOSED TOP OF BANK
. . . ...............
C�
EXISTING AREA - TO B 6.00' LONE G,
TYP.
GRADED TO EXISTING BANK TO BE
CONSTRUCT PROPOSED
TOP OF BANK REMOVED UP TO
PROPOSED GABION BASKETS, M o Uj PROPOSED TOE OF BANK
z
6'X3'X3' (LxWxH), AT z z z z z 0 z0
PROPOSED TOE OF SLOPE 0 0 0 0 0
in in
F-
in (n V Uj ) V) in
... . .. ....
--- - ----- -
12" ELM . ......
V
12" ELM
. . .... 2" MAPLE
36" CYPRESS
PLAN VIEW
HORIZONTAL SCALE: 1" = 10'
PROPOSED BANK, TYP.
2 3. 00 3
0
22.00
2:). 0 0
19.00
1 8, 00
11 -;
'".00
".00
15.00
14 00
13.00
2-0
2.00
21.00
20.001
15.00
0-(
7.
On
V. 00j
0 is
DATUM ELEV 13. 0 .0
0 0 0
0.00 10. 00 20.(0 34
GROUP ECU
SECTION AA
23.00
2 2. 0,01
21.00
20.00
'19.00
18.00
17,00
i6-00
DO
C
14.00
J.
0.00
22.00
21.00
20.00
1 9:00
18.010
17,00
ic'.00
14, 00
13.00
'-
1 0 ' UU
0. 0 -01 40.0u
0. 00 20.0,.) GROUP ECU
SECTION DD
GROUP ECU
SECION GIG
2 ='.O
21,
20.0")
19.
a.
6-
14.0
1.7.0=
0.
GROUP ECU
SECTION BB
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1 = 5'
12 11 10 9 8
GROUP ECU
SECTION EE
23.0-0
22.0, 0
21.00
20.00
19.0`0'
011)
1-.00
16.100
CIO
4., 0 0
3.00
tJ
22,00
21-00
1 ti. tali
7.00
16,00
15.00
1411, 00
13,00
6 5 4 3 2
SEAL SEAL
GEOGRID WRAPPED AROUND
�\\ •\�k CAI?
COMPACTED FILL TUBE AND ANCHORED BACK 6' NN
MIN. INTO BANK
PROPOSED SLOPE= 1:1
M
TRENCHED IN 6-8" AT TOP 9422
OF BANK •
8" FILTREXX COMPOST SOXX OR
APPROVED EQUA
L
.. ///Z ... " S.
N1
BODKIN TYPE CONNECTION OR
NORMAL WATER LEVEL % - - ��!" -
SIMILAR
EXISTING CUT BANK
NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
BURIED 1.5',
STABLE CHANNEL BOTTOM T-1 NOTES: PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL
I_..- TYP.
D698 95 PERCENT CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
1, FILL TO BE COMPACTED TO, ASi L
COMPACTION OR MATCH EXISTING COMPACTION OF
COMPACTED TO AT LEAST 95% OF THE STANDAR D
2. ALL FILL SHALL BE COMPA
SURROUNDING AREA AFTER CONDUCTING FIELD TEST.
GABION BASKET TOE, 6'x3'x3' (LxWxD) 2. PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
ALL TUBES TO BE SEEDED PER ENGINEER'S
WITH ONE LAYER OF 8" FILTREXX SPECIFICATIONS.
3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
COMPOST SOXX IN THE TOP SECTION 3. GEOGRID TO BE WRAPPED EVERY TWO 8" TUBES AND IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 15 WORKING DAYS
OF THE GABION, AND WRAPPED WITH TIED BACK 6' MIN. INTO BANK.
OF ANY PHASE OF THE GRADING WORK. UPON COMPLETION OF THE
GEOTEXTILE WHERE
NONWOVEN PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT
COVERED BY SOIL SEEDING AS OUTLINED IN THE SPECIFICATIONS, ALL DRAINAGE PIPES
SHALL BE C
B THE
R OLL ED EROSION CONTROL TUBE WITH SEDIMENTS THAT LEANED HAVE Y ACCUMULATEDGENERAL CONTRACTOR TO REMOVE ANY
REINFORCED GABION BASKET TOE DETAIL
N.T.S. K
STAKE ON 5'
LINEAL SPACING
ROLLED EROSION CONTROL TUBE
STAKING DETAIL
.17 -N.T.S.
GROUP ECU
SECTION CC
7 6 5
GROUP ECU
SECTION FF
Fold Ends And
ASSEMBLY DETAIL
gm
Side
See Loci
H
G
LACING DETAIL
R
INNER TIE WIRE DETAILS WIRE LACING DETAIL
NOTES:
1. The ends of a I ill be secured by looping it thru the
lacing wire w 1
mesh and twisting. Proceed to lace with alternate two loops and
one loop at approximately 4 inch intervals.
2. Other lacing methods may be used if recommended by the
monfuacturer and approved by the engineer/inspector.
3. The "X" shaped inner tie may be twisted at the "X" to tighten,
if placed too loosely.
r3
GABION BASKET DETAIL
�Cj . 1 N.T.S.
. ........
.......... . ..
PROPQED
zR
eA
)N-FOOCIE
2
F SLc
P ,
J-5 -TyfI �
. . .....
- --- - -------- - .
........ . ......
. ......
_,-PR:)POSED
KX---OR---i
FIUlrR'bk-*-t
kPPROVE
D-EQUA
DET
klLsl)-.---.-.
. .. .....
1
. . . . .......
. ...... ..
---
- - ---------- ---------
PROPOSED
IMETER -)
---------- - --- - -
-TYP..-(-SEE
--- . . . ........
GABIO
... . ....... .........
.
........ . --&A-E
KE-T---W/
-FfLTR
--
-----
(SE
DETAILS)
-------
..... . ......
. ..........
- -- --- -------
2-0
2.00
21.00
20.001
15.00
0-(
7.
On
V. 00j
0 is
DATUM ELEV 13. 0 .0
0 0 0
0.00 10. 00 20.(0 34
GROUP ECU
SECTION AA
23.00
2 2. 0,01
21.00
20.00
'19.00
18.00
17,00
i6-00
DO
C
14.00
J.
0.00
22.00
21.00
20.00
1 9:00
18.010
17,00
ic'.00
14, 00
13.00
'-
1 0 ' UU
0. 0 -01 40.0u
0. 00 20.0,.) GROUP ECU
SECTION DD
GROUP ECU
SECION GIG
2 ='.O
21,
20.0")
19.
a.
6-
14.0
1.7.0=
0.
GROUP ECU
SECTION BB
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1 = 5'
12 11 10 9 8
GROUP ECU
SECTION EE
23.0-0
22.0, 0
21.00
20.00
19.0`0'
011)
1-.00
16.100
CIO
4., 0 0
3.00
tJ
22,00
21-00
1 ti. tali
7.00
16,00
15.00
1411, 00
13,00
6 5 4 3 2
SEAL SEAL
GEOGRID WRAPPED AROUND
�\\ •\�k CAI?
COMPACTED FILL TUBE AND ANCHORED BACK 6' NN
MIN. INTO BANK
PROPOSED SLOPE= 1:1
M
TRENCHED IN 6-8" AT TOP 9422
OF BANK •
8" FILTREXX COMPOST SOXX OR
APPROVED EQUA
L
.. ///Z ... " S.
N1
BODKIN TYPE CONNECTION OR
NORMAL WATER LEVEL % - - ��!" -
SIMILAR
EXISTING CUT BANK
NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
BURIED 1.5',
STABLE CHANNEL BOTTOM T-1 NOTES: PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL
I_..- TYP.
D698 95 PERCENT CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
1, FILL TO BE COMPACTED TO, ASi L
COMPACTION OR MATCH EXISTING COMPACTION OF
COMPACTED TO AT LEAST 95% OF THE STANDAR D
2. ALL FILL SHALL BE COMPA
SURROUNDING AREA AFTER CONDUCTING FIELD TEST.
GABION BASKET TOE, 6'x3'x3' (LxWxD) 2. PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
ALL TUBES TO BE SEEDED PER ENGINEER'S
WITH ONE LAYER OF 8" FILTREXX SPECIFICATIONS.
3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
COMPOST SOXX IN THE TOP SECTION 3. GEOGRID TO BE WRAPPED EVERY TWO 8" TUBES AND IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 15 WORKING DAYS
OF THE GABION, AND WRAPPED WITH TIED BACK 6' MIN. INTO BANK.
OF ANY PHASE OF THE GRADING WORK. UPON COMPLETION OF THE
GEOTEXTILE WHERE
NONWOVEN PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT
COVERED BY SOIL SEEDING AS OUTLINED IN THE SPECIFICATIONS, ALL DRAINAGE PIPES
SHALL BE C
B THE
R OLL ED EROSION CONTROL TUBE WITH SEDIMENTS THAT LEANED HAVE Y ACCUMULATEDGENERAL CONTRACTOR TO REMOVE ANY
REINFORCED GABION BASKET TOE DETAIL
N.T.S. K
STAKE ON 5'
LINEAL SPACING
ROLLED EROSION CONTROL TUBE
STAKING DETAIL
.17 -N.T.S.
GROUP ECU
SECTION CC
7 6 5
GROUP ECU
SECTION FF
Fold Ends And
ASSEMBLY DETAIL
gm
Side
See Loci
H
G
LACING DETAIL
R
INNER TIE WIRE DETAILS WIRE LACING DETAIL
NOTES:
1. The ends of a I ill be secured by looping it thru the
lacing wire w 1
mesh and twisting. Proceed to lace with alternate two loops and
one loop at approximately 4 inch intervals.
2. Other lacing methods may be used if recommended by the
monfuacturer and approved by the engineer/inspector.
3. The "X" shaped inner tie may be twisted at the "X" to tighten,
if placed too loosely.
r3
GABION BASKET DETAIL
�Cj . 1 N.T.S.