20141251 Ver 1_401 Application_20141214

Quible & Associates, PC
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 4, 2014
Kyle Barnes
US Army Corps of Engineers
2407 W 5th Street
Washington, NC 27889
�i
Re Nationwide 13 Permit Request
James W Harris, III and Linda D Harris
7099 Old Manns Harbor Road
Manns Harbor, Dare County, North Carolina 27953
Mr Barnes
2 0 1 4 1 2 5 1
2 0 - 5
P O Drawer 870
Kitty Hawk NC 27949
Phone [phone]
Fax [phone]
web quble com
Please find enclosed a Pre - Construction Notification form and associated documentation for a property currently
owned by James W Harris, III and Linda D Harris to stabilize the shoulder of US Highway 64 by placing a pipe
and drop inlets in the DOT Right of Way and on adjacent property owned by the Harris's
The proposed mitigation plan is preservation of on site wetlands through deed restriction at a ratio of 15 1
(mitigation to impacts)
Enclosed is the following
• USGS Vicinity Map
• Nationwide 13 Site Plan
• PCN Application
• Agent Authorization Letter
• Sample Deed Restriction
• Copy of Deed
• Copy of the $240 Processing Fee Check to NCDENR
Please do not hesitate to contact the undersigned at 252 261 3300 if you have any questions or requests for
additional information
Sincerely,
M I Ass sates, P C
D Eadus
cc James W Harris, III and Linda D Harris
Jennifer Burdette, NC DWR WQP (four copies)
file

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1. PROPERTY —ER/ADDRESS; JAMES W. HARRIS III & LINDA D. HARRIS
PO Box 10
MANNIS HARBOR NC 27953
Z. PIN PD AIJIII 071773OWD
L. RECORDED REPERNIENCES: D.B. 717, PG. 450,. P.C. C. SL 156F. P.C. H. S.. 01
5. PROPERTY IS LOCATED IN FIRM ZONES AS SHOW.
COMMUNITY P— 3720117411DOU DATED NPO/W.
1. TOTAL PROJECT AREA: 2,10..,15.512 IN / S- cl-
UPI-ANDS 145.0111 MIR, 3.33 arm
WETLANDS 95.906 I 2.20 (AREAS 91 COORDINATE METHOD) avn
7. SCOPE OF WORN: THIS PI-AN PROPOSES THE CONSTRUCTION OF STOR—TER IMPROVEMENTS.
B. WETLANDS SHOW ON THESE PLANS ARE BASED ON WETLAND DELINEATION MAP BY QUIBI-E
ASSOCIATES, P.C. DATED 11/10/14.
9 EXISTING IMPROVEMENTS AS SHOW WAS OBTAINED BY QUIBI-E & ASSOCIATES, P.C. ON 9-11. 9-19, &
.-26-2.11.
lo TCIPDGRA HIC AND ELEVATION INFORMATION SHOW REFERENCES NAVO 1988 UNLESS ONERIMSE NOTED.
11 ALL UTUFES ON NIS STE — BE PLACED UNDERGROUND UNLESS ONE-SE NOTED.
- IMPACTS TO SECTON 101 KRANDS TOTAL 5.1190 SO FT. (0.14 AT)
13. PROPOSED MIT TOM FOR SECTION 404 HAPACTS - PRESERVATION OF 95,389 SO.H. (1.96 AC) OF
—ANDS THROJOH DEED RESTRICTION AT A RATIO OF 1:14.5 (IMPACTS TO PRESERVATION).
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1. PROPERTY —ER/ADDRESS; JAMES W. HARRIS III & LINDA D. HARRIS
PO Box 10
MANNIS HARBOR NC 27953
Z. PIN PD AIJIII 071773OWD
L. RECORDED REPERNIENCES: D.B. 717, PG. 450,. P.C. C. SL 156F. P.C. H. S.. 01
5. PROPERTY IS LOCATED IN FIRM ZONES AS SHOW.
COMMUNITY P— 3720117411DOU DATED NPO/W.
1. TOTAL PROJECT AREA: 2,10..,15.512 IN / S- cl-
UPI-ANDS 145.0111 MIR, 3.33 arm
WETLANDS 95.906 I 2.20 (AREAS 91 COORDINATE METHOD) avn
7. SCOPE OF WORN: THIS PI-AN PROPOSES THE CONSTRUCTION OF STOR—TER IMPROVEMENTS.
B. WETLANDS SHOW ON THESE PLANS ARE BASED ON WETLAND DELINEATION MAP BY QUIBI-E
ASSOCIATES, P.C. DATED 11/10/14.
9 EXISTING IMPROVEMENTS AS SHOW WAS OBTAINED BY QUIBI-E & ASSOCIATES, P.C. ON 9-11. 9-19, &
.-26-2.11.
lo TCIPDGRA HIC AND ELEVATION INFORMATION SHOW REFERENCES NAVO 1988 UNLESS ONERIMSE NOTED.
11 ALL UTUFES ON NIS STE — BE PLACED UNDERGROUND UNLESS ONE-SE NOTED.
- IMPACTS TO SECTON 101 KRANDS TOTAL 5.1190 SO FT. (0.14 AT)
13. PROPOSED MIT TOM FOR SECTION 404 HAPACTS - PRESERVATION OF 95,389 SO.H. (1.96 AC) OF
—ANDS THROJOH DEED RESTRICTION AT A RATIO OF 1:14.5 (IMPACTS TO PRESERVATION).
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1. CON EM SHALL BE 4000 P.S.I. IANIMUM FOR ALL PRECAST CONCRETE CATCH BASINS
2. ALL PRECAST CONCRETE DRAINAGE STRUCTURES WALL BE DESIGNED FOR H5-20 LOADMNG
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TYPICAL STORM SEWER MANHOLE RING & COVER DETAILS
PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATER APRIL 1 - AUGUST 31: SEEDING DATES: AUG. 1B - APRIL 15:
SEED MIXTURE TON RATES /ACRE
­D MIXTURE C nON RATES /ACRE
REBEL II FESCUE LCA1. LBS. RYE GRAIN A 120 lBs
COMMON BERMUDA 'SAHARA' 215 LBE,
(NULLED) SEEDING DAM$: APRIL 1. AUG 15.
FO MXTURE APPL CAnON RARS/AL
SEEDING DATER SEPT. 1 - MARCH 31: GERMiM1 MILLET ID lB5
APPL CAnDN GATES /ACRE
REBEL 11 FESCUE 250 LBS
COMMON BERMUDA 'SAHARA• 2151B5.
(UNHULLED)
SEEDBED PREPABAnW:
LOOSEN SGLS TO A DEPTH OF a -B INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLOD; REMOVE UNACCEPTABLE GROWTH (STICKS, RC15), S1DIE3
(»-). AND OTHER MATERALS. AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA M BE QED SHALL BE RE- COMPACTED VYL INCA A
CULTPACKER ROLLER AND A SMOOTH EM:N SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.
SOIL AMENDMENTS:
OBTNN A SOIL TEST TO DETERMINE ARPUCATON RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE APPLY 3,000 LB /ACRE
GROUND AGRICULTURAL UMESTONE AND 1,000 LB /ACRE 10 -10 -10 STARTER RFFMLUZER,
MULCHING:
APPLY 4,000 LB /ACRE GRAN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH, ANOIOR STRAW BY TACKING MTH ASPHALT, NETTBG ROMNC OR BY
CRIMPING 00TH A MULCH ANCHORING TOOL
MAINTENANCE:
SATSFACTM STABILIZATION AND EROSION CONTROL REQUIRES VEGETATIVE COVER. A COMPLETE VEG COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RANDLY
AND, IF LEFT UNATTENDW. CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAN IS OFTEN SUFFICIENT TO GREATLY ENLMGE
BARE SPOTS, AND THE LONGER REPAIRS ME OELATEO, THE MORE COSTLY THEY BECOME. PROMPT ACTON CULL KEEP SEDIMENT LOSS AND REPAIR COST Cw. NEW
SEEQINGS SHWLD BE INSPECTED FREWENTI.Y MD MAINTENANCE PERFORMED AS NEE Dm. IF RAILS AND QUEUES DEVELOP, THEY MUST BE FILLED IN. RE- SEEDED. MID
MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOB.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. ( COWPLETE VEGETATIVE COVER IS REWRED REGARDLESS OF COUNTY
ISSUANCE OF A CERnn- OF OCCUPANCY AND FINK PAYMENT WILL NOT BE AWARDED UNTIL COMPLETE ESTABUSHMENT OF VEGETATIVE COVER.)
WEAK OR DAMAGED SPOTS MUST BE REUMEO, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE REFEXTIUZAEON MAY BE NEEDED TO MAINTAIN
PRWucnVE STANDS.
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Harris Tract
Nationwide 13 PCN
Project Narrative .
December 2, 2014
The project area includes tracts of land owned by James W Harris, III and Linda D Harris in
Manns Harbor, Dare County North Carolina (Relevant portion of USGS Topographic
Quadrangle -Manns Harbor with project area identified- Attachment 1)
The Harris' propose to maintain an existing canal /ditch that is located immediately adjacent to
Old Highway 64 Portions of the ditch are found on property owned by NC DOT and portions
are located on property owned by the Harris's 330 linear feet of ditch were excavated
(presumably back when 64 was constructed) through a 2 10 acre area that is now considered
Section 404 Wetlands This ditch along the highway is part of a network of ditches and
conveyances that drain various areas of the Manns Harbor Community, eventually emptying
into the Croatan Sound
The proposed project is installation of a stormwater pipe to stabilize the bank of highway 64
(previously done with small rip rap) and raising the grade of the ditch to match the surrounding
wetland elevations NC DOT requested drop inlets to ensure that Highway 64 drains properly
The attached Site Plan (Attachment 2) shows the culvert, proposed area of impact/fill, and drop
inlets and other necessary design features Attachment 3 shows details of the pipe /culvert and
inlets specified
Mitigation
Mitigation for impacts to Section 404 Wetlands includes preservation through deed restriction of
85,389 sf (1 96 acres) - -which is the remaining balance of wetlands located on site, and not
including the proposed area of impacts A sample deed restriction is attached for reference
(Attachment 3)
Purpose and Need
The purpose of the proposed fill is to stabilize the shoulder of Highway 64 along property owned
by both James and Linda Harris and the NC DOT and still allow for the conveyance of
stormwater runoff from Highway 64 NC DOT has issued an Encroachment Permit for this work
(Attachment 4)
Avoidance and Minimization
The proposed project will keep the function of the ditch by conveying stormwater and has been
designed to not remove the adjacent wetland hydrology In addition, specialized anchors
(Platipus Anchors®) are specified to limit the amount of fill cover required to stabilize the pipe
and account for buoyant force
Additional Documentation
The following items are attached as supporting documentation to this Notification
Attachment 1 USGS topographic Quad- Manns Harbor with site identified
Attachment 2 Nationwide 13 /Stormwater Improvement Plan
Attachment 3 Drainage Details Plan
Attachment 4 Sample Deed Restriction

O Oa- VgATkc9OG
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 0 November 2008
Page 1 of 11
PCN Form — Version 1 0 November 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a
Type(s) of approval sought from the
Corps
®Section 404 Permit El section 10 Permit
1b
Specify Nationwide Permit (NWP) number 13 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
1 e
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 1 h
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
JamesW Harris III and Linda D Harris
2b
County
Dare
2c
Nearest municipality / town
Manns Harbor
2d
Subdivision name
N/A
2e
NCDOT only, T I P or state
project no
N/A
3.
Owner Information
3a
Name on Recorded Deed
James W Harris, III and Linda D Harris
3b
Deed Book and Page No
D B 717 PG 450
3c
3d
Responsible Party (for LLC if
applicable)
Street address
James W Harris, III and Linda D Harris
7099 Old Manns Harbor Road
3e
City, state, zip
Manns Harbor, NC 27953
014
3f
Telephone no
252 473 6627
r
3g
Fax no
252 473 6628 .WATER �-
3h
Email address
jwharris14 @gmail com 4o & ";-X
......-
Page 1 of 11
PCN Form — Version 1 0 November 2008 Version

Section A. Applicant Information, continued
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
Warren D Eadus
5b
Business name
(if applicable)
Quible & Associates, P C
5c
Street address
P O Drawer 870
5d
City, state, zip
Kitty Hawk, NC 27949
5e
Telephone no
(252) 491 -8147
5f
Fax no
(252) 491 -8146
5g
Email address
weadus @quble com
Page 2 of 11
PCN Form — November 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID)
9759168445041
lb Site coordinates (in decimal degrees)
35 08901214'N - 75 7630650'W
1c Property size
5 53 acres
2 Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
Croatan Sound
proposed project
2b Water Quality Classification of nearest receiving water
SA
2c River basin
Pasquotank
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the protect at the time of this
application
Undeveloped Nearby properties include the Mann's Harbor Post Office and various single family residential homesites
and undeveloped wetlands and uplands The adjacent property to the north is the single family residential homesite of
the property owners
3b List the total estimated acreage of all existing wetlands on the property
2 20 ac
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
NA
3d Explain the purpose of the proposed project
The proposed impacts are required to stabilize the shoulder of old US 64, effectively convey stormwater runoff and
upstream surface water collected via a network of ditches
3e Describe the overall project in detail, including the type of equipment to be used
Installation of 330 linear feet of stormwater pipe and minimal fill (approximatley 0 35 yards per running foot - including the
volume of the pipe) to cover pipe Please note, the pipe is specified to be anchored which substantially reduces the
amount of fill requried, thereby lessening the elevation of the wetlands adjacent to the highway shoulder
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
4b If the Corps made the jurisdictional determination, what type
® Preliminary ❑ Final
y
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company Quible & Associates, P C
Name (if known) Warren Eadus
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Field confirmed by Kyle Barnes September 3, 2014
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 11
PCN Form — Version 1 0 November 2008 Version

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
Type of wetland
Forested
(Corps - 404, 10
Area of impact (acres)
Permanent (P) or
impact
(if known)
DWQ — non -404, other)
Temporary (T)
W1 ®P ❑ T
fill
Maritime Swamp
Forest 404/
® Yes El No
® Corps
0 135
® DWQ
non - riparian
W2 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W3 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W4 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W5 ❑ P FIT
❑ Yes ❑ No
❑ Corps
❑ DWQ
W6 ❑ P FIT
❑ Yes ❑ No
❑ Corps
❑ DWQ
2g Total wetland impacts
014
2h Comments An open canal will be removed and replaced with a stormwater pipe Final elevations of the activity are
designed to tie into the shoulder of Hwy 64, provide positive stormwater runoff (requried by NC DOT) and keep the entire
project elevations within the characteristics of Section 404 Waters
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
Stream impact
Type of
Stream name
Perennial (PER) or
Average stream width (feet)
Impact
number -
impact
intermittent (INT)?
length
Permanent (P) or
(linear feet)
Temporary (T)
S1 ❑ P ❑ T
❑ PER ❑ INT
S2 ❑ P ❑ T
❑ PER ❑ INT
S3 ❑ P ❑ T
❑ PER ❑ INT
S4 ❑ P ❑ T
❑ PER ❑ INT
S5 ❑ P ❑ T
❑ PER ❑ INT
S6 ❑ P ❑ T
❑ PER ❑ INT
3g Total stream and tributary impacts
3h Comments
Page 4 of 11
PCN Form — Version 1 0 November 2008 Version

C Proposed Impacts Inventory, continued
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
impact number
waterbody
Type of impact
Waterbody type
Area of impact (acres)
— Permanent
(if
(P) or
applicable)
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g Comments
Page 5 of 11
PCN Form — November 2008 Version

C Proposed Impacts Inventory, continued
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
(acres)
number
purpose of 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
51 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
Buffer
Zone 1 impact (square
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
feet)
(square feet)
or Temporary
required?
T)
B1 ❑P ❑T
El Yes El No
B2 ❑ P ❑ T
❑ Yes ❑ No
B3 ❑P ❑T
El Yes El No
6h Total buffer impacts
61 Comments
Page 6 of 11
PCN Form — November 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
Fill will be sloped and stabilized in accord with common best management practices Stormwater pipe is specified to be
anchored which significantly reduces the amount of fill required to stabilize the slope adjacent to Highway 64
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Silt fencing to be maintained until disturbed area is stabilized with grasses
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
E:1 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 0 November 2008 Version

D. Impact Justification and Mitigation, continued
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
Reason for impact
Total impact
(square feet)
Multiplier
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
Total buffer mitigation required
6c 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)
6d Comments
Page 8 of 11
PCN Form — November 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
El Yes No
within one of the NC Riparian Buffer Protection Rules
1b
If yes, then is a diffuse flow plan included?
❑ Yes ® No
2
Determination if the Project Requires a Stormwater Management Plan
2a
Does the project require a Non -404 Jurisdictional General Permit?
❑ Yes ® No
2b
Is the project subject to General Certification 3704 or 3705?
❑ Yes ® No
3
Determination of Stormwater Review Jurisdiction
3a
Is this project subject to any of the following state - implemented stormwater
® Coastal counties
management programs (check all that apply)?
❑ HQW
If so, attach one copy of the approval letter from the DWQ and one copy of the
❑ ORW
❑ Session Law 2006 -246
approved stormwater management plan
❑ Other
3b
In which local government's jurisdiction is this project?
Dare County
3c
Is this local government certified to implement a state stormwater program?
❑ Yes ® No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved)
4.
Information Required for DWQ 401 Unit Stormwater Review
4a
What is the overall percent imperviousness according to the most current site plan?
0
4b
Does this project contain any areas that meet the criteria for "high density" per
❑ Yes ® No
General Certifications 3704 and 3705?
4c
If the site is over 24 %impervious and /or contains high density areas, then provide a brief
narrative description of the
stormwater management plan
N/A
4d
Has a completed BMP Supplement Form with all required items been submitted
El Yes No
for each stormwater BMP?
Page 9 of 11
PCN Form — Version 1 0 November 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the protect involve an expenditure of public (federal /state /local) funds or the
El Yes
No
use of public (federal /state) land
lb
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 10 of 11
PCN Form — Version 1 0 November 2008 Version

F. Supplementary Information, continued
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, indicate the USFWS Field Office you have contacted
F-1 Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program
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?
Site is limited to a ditch that does not directly connect to Roanoke Sound (based on detailed topographic survey data) that
was created to handle stormwater from US 64 through and area that was wetlands and now includes maintained residential
homes
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?
National Register of Historic Places
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 This type of fill is allowable with permit in AE and X zones
8c What source(s) did you use to make the floodplain determination? NFIP Flood Zone Maps (www ncfloodmaps com)
vi f VIv v -/ �'f , L)S
ApplicanUAgent's Printed Name
ppli nt/Ag is Signature
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided )
Page 11 of 11
PCN Form – November 2008 Version

August 21, 2014
Mr Warren Eadus, P G.
Quible & Associates, P C
PO Drawer 870
Kitty Hawk, NC 27949
Re James and Linda Daniels
7099 Old Manns Harbor Rd
Manns Harbor, NC 27953
Parcel #s 023877001, 017739000
Mr Eadus
As rightful owners of the above referenced parcels, we hereby authorize Quible & Associates, P C to act
as agents on our behalf for Environmental Permitting to include USACE Permitting, DWR 401
Certification and CAMA Permitting We further grant permission to the USACE to enter the property for
purposes of wetlands delineation and confirmation
We look forward to working with you and the representative of the USACE on this project Please feel free
to contact us if you have any further questions
Sincerely,
James W Harris, III
C�'
Lin a D Harris

Prepared by
James W Harris, III and Linda D Harris
DECLARATION OF PROTECTIVE COVENANT
NORTH CAROLINA
DARE COUNTY
THIS DECLARATION OF PROTECTIVE COVENANT is made and entered into
this the day of , 2014 by James W Harris III and Linda D Harris,
being hereinafter referred to as the "Declarant'
WITNESSETH
WHEREAS, Declarant is the owner of two contiguous tracts totaling
approximately 10 66 acres and identified as Dare County Pin# 9759 - 1684 -5041 and
9759 - 1684 -3357 in Manns Harbor, North Carolina as described in Deed Book 717 at
Page 450 and Deed Book 606 Page 246 of the Dare County Registry, and
WHEREAS, Declarant intends to designate a portion (1 96 acres) of the subject
acreage to be utilized for compensatory mitigation (wetland preservation), and
WHEREAS, the U S Army Corps of Engineers ( USACE) General Permit
( ) dated the , 2014 has been issued
authorizing the fill activity described in such permit on the condition that this Declaration
restricting certain activities be recorded in the Dare County Registry, and
NOW, THEREFORE, Declarant hereby declares and makes known that the
following restrictions, reservations, covenants and conditions are hereby imposed upon
the 1 96 acre subject area described above and defined in Exhibit A, which conditions
shall run with the land and shall be binding upon the Declarant, its agents, heirs and
assigns and upon all persons, parties and entities claiming by, through or under them
1 Activities restricted upon the subject area shall include grading, filling and mining
2 The Declarant and any subsequent owner of the subject area shall be prohibited
from obtaining any USACE permits for wetland fill impacts in the protected area
3 This Declaration shall not be construed to prohibit the owner of the subject area
from constructing educational infrastructure such as pile supported walkways or
elevated platforms that do not degrade the wetland areas Notwithstanding,
exempt activities must be approved by USACE since an exempt designation is
decided on a case by case basis due to varying natural environmental
characteristics
4 This Declaration shall not be construed to prohibit the owner of the subject area
from passive recreation or exempt enhancement activities to specifically include
installation of plants, shrubs trees etc and as approved or able to be approved
the USACE and NC DWR
5 This Declaration of Protective Covenant shall run with the land and shall be
binding upon the Declarant and all successors and assigns

IN WITNESS WHEREOF, the Declarant has hereunto set its hand and seal the day and
year first above - written
James W Harris, III and Linda D Harris
By (Seal)
James W Harris, III
By (Seal)
Linda D Harris
STATE OF NORTH CAROLINA
DARE COUNTY
1, , a Notary Public for the state and county aforesaid,
certify that the following persons personally appeared before me this day, each
acknowledging that he or she voluntarily signed the foregoing instrument for the purpose
stated therein and in the capacity indicated James W Harris, III and Linda D Harris
201
Witness my hand and official stamp or seal this, the day of
Notary Public
My commission expires
[seal]

nif F heal ESIa r-
--
ipM' U 01
_
o P G
APPROVED
DARE C0Ut1TY TAX —
l 4� I G1
COi L'cLT0fl vv U l�r`Y
3i Ll _Cj
Excise Tax 68.00
6d
n
BK717PC0`i50
nI iD
'50 JUL 30 Pig 4 119
- DEED:,
1Y,N0
Recording Time, Rco< and Page
Tax Lot No PalcelIdenhfier No
Verified by County, on the day of 19
by
Mail after recording to Charles Evans, Schooner Plaza, Suite C, Duck Road, Kitty Hawk, NC 27949
This Instrument was prepared by Christopher L. Seawell
Brief description for the Index
II�� Parcel in Manna Harbor
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 26th day of July '1990 , by and betw.en
GRANTOR ^� M I GR4NTEE
ILEX CORP., a North Carolina co>poration
JAMES W HARRIS, III and wife,
LINDA DANIELS HARRIS
141 Deerfield Lane
Pleasantville, NY 10570
tinter In appropriate block for each party n— ^ address and if appiopnate, chancler of entity, eq corporation or partner <hlp
The deblgnation Grantor and Grantee as used herein shall Include said patties, then hens, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as iequued by context
WITNESSETH, that the Grantor, for a valuable cons deration paid by the Giantee, the receipt of which is hereby
acknowledged, has and by these presents does giant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot of parcel of land situated in the City of I Croatan Township,
Dare County, North Carolina and more p,uticulail} described as follows
Beginning at a concrete monument located in the East margin or right of way
of US 64 -264, which has a 60 foot right of way at this point, said point also
located in the Northwest corner of the now or formerly Jack B. Colson
property; thence from said beginning point along said right of way North 24
deg. 16 min. West 245.04 feet to a point in the Southwest corner of the now
or formerly Oma Pearl Daniels property; thence along said Daniels South line
North •61 deg. 30 min. East 588.60 feet to a concrete monument; thence
continuing North 61 deg. 30 min. East 20 feet more or less to the high water
mark of the Croatan Sound; thence along the high water mark of the Croatan
Sound in a general Southeasterly direction following the various courses and
meanderings thereof to a point in the North line of the now or formerly Earl
Ray Mann property, said point also being located on a course North 64 deg. 30
min. East 21 feet more or less from a concrete monument; thence along said
Mann property South 64 deg. 30 min. West 21 feet more or less to a concrete
monument; thence continuing along said Mann property South 64 deg. 30 min.
West 544.51 feet to a concrete monument in the Southeast corner of the
aforesaid Colson property; thence along said Colson property North 27 deg. 14
min. West 124.02 feet to a concrete monument; thence along said Colson
property South 71 deg. 40 min. West 167.8 feet to the point and place of
beginning.
N l Bar Assoc Form ho 7 D 1976 Revised 1971
Pr�md D> nlreem<n, •,�D ,D. N C !+< ♦ux 19n
i�

BK717Pc0`i51
Same being that property described and delineated on that plat entitled
"Survey for James W. Harris, III and Linda D. Harris ", prepared by W. M.
Meekins, Jr. & Assoc., Inc., Registered Surveyors, dated July 26, 1990, which
map or plat is incorporated by reference in this description.
I
The property hereinabove described Was acgwred by Grantor by instrument recorded in
I Book 297, page 360, Dare County Registry
A map showing the above described property is recorded In Plat Book page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all pn,ileges and appurtenances tl-eieto belonging to
tl-e Grantee in fee simple
And the Grantor cotenants with the Grantee, that Grantor is seised of the premises In fee simple, has the right to convey
the same in fee simple, that title is marketable and flee and clear of all encumbrances, and that Giantor will warrant and
defend the title against the lawful claims of all persons tthornsoeter except for the exceptions hereinafter stated
Title to the property hereinabove described is subject to the following exceptions
Easements and restrictions of record in the Dare County Registry.
LY WITNESS IIIIFI.EOF, Lhe Grantor has hereunto set his hand and seal or If corporate has caused this instrument to be sgned In its
orpara[e n e by Its duly anthorltea of Ilse rs and t[s seal to be hareunt, affixed by authority of lls Board of Directors, the day and year first
above wiltten
_ �i'i orP• _C_---- --- -- --- - -- --"- "---- - -- - (SEAL)
( /Con ora
_ __ __ ___ __ __ _ __ __ (SEAL)
^Gep= t HerideLson
___ ---- President
;J •. �� 4. +� c QQQ
- A /'i'ESA C ^ >� Q __ _ _ _ gaga_ __ ___ _ _ __ __(StAL)
R �L Q. X11
..... "---- - -S ec reta tY (Corporate Seal) JJ _._ _(SEAL)
1 , „still•
SEAL-STAMP NORTR CAROLINA, ----- - - -- -- -- -- --- - - ---- ----County
and state lforesald certify that - -- - -" - ----'
I a holarr rnbltc of the county
'x
Grantor,
___________
pens ... Ily app° cd before me th(s day and acknowledged the execntlon of the rote:Olne mstrn merit t5'ilness my
❑and and of [`slur SLainP o[ • al, this _day f -- - - -- - ----- --- -"""-"
_ gaga_ o gaga __
All commission eav,r,I ___ ___ _ _ ____ _ _ _ _ __ Notary Public
r 1 a.,rmswu'a,.,.mwcnca
,ca. sue..+ �x��•. vs.. s. nes. o° nv, r. ,neenas%aarr=er-.�wa,_�.m -ran-v m,sw- a..vese�_raa —asvr+ vas=- eay.nr..«w.m- •raa-- .zcesn. :rs
Dare y
NORTH CAROLINA , _ _-- - - - - -- - - - -- - - - - -- -------- MX�'sr tt, Ro er Bell
i a Nula ry Public of the County and grate aforesaid, ce-tlfy that _______g_ _ - - - - - - --
��akns;'• - f�
-- - -- - -- Secretary of
'• ' as personally came before me this day and acknowledged that _ __ he is --------- - - - - - --
0 _
' �'• :.i �% Q °• "' )._] -C:X COLA a Notch Carolina corporation, and that by aulhartty duly
_ s ___ __ __ _ _gain__
r: v� • ~� °� _ ^ glven and as the act Of the corpora Clan, the fure6 Ding In•trumen[ was signed In its name by 11, __ __________ __
�..er : .. W ___ _______ Secretary
• ° a m President. sealed with its corporate seat and atccsled bya_ h.7_lil ga ga as tz _ - - - - -- - -- -Q
•, �•,•° T , ^ +'^
Witness my hand and official clamp O cal this _.dl/ay I __
e•errr,• * s>f�saa o�-5 O�r.`hot.1y Public
[t lrrl ll itt:t'�, AIY commis Stan expires - ----- -- --- - --- "
The t COing eerc,f re (s) of - - - -- _ _
7 __ __� - gaga__ _ _ gaga_
gaga__ gaga
�-� - - - -- -- _____- __
-----"-----------
" - - - - - -- - - - - - -- -
I I is /are cif heed to be cot h1 Instrument Q.s
cerfifi Ce ate duly ref lslered at the dale and ttme a n Lhc Book and Pace shown on tile
Irrst pace hereof - \
__P.EGI STER OF DEEDS FOR __ __ -___ _ gaga __LODNTY
__ ____________
gaga___ gaga gaga__
ty /Assistaut- Rellstcr of Deeds
BY gaga___ gaga__ __
__ _
N C Ear Assn Forts No 3 C 1976 Revised 1977 Printed by Agreement with the N C liar Assn Poole Pnnbng Co, Inc P 0 Box 56487 Raleigh N C 27658

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CALCULATED POINT NAO 63 (2011)
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(T) - TELEPHONE PEI?
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AREA OF SECTION 404
WETLAND IMPACTS----
(5,890 SQ.FT. / 0.14 AC.)
SEE SECTION A
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9.68' (TIE)
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EX. 501,
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N.T.S.
-ES:
PROPERTY OWNER/ADDRESS: JAIvES W. HARRIS III & LINDA D. HARRIS
PO BOX 10
MAINNS HARBOR, NC 27953
PIN NUMBER: 9759-1684-5041
PID NUMBER: 0717739000
4, RECORDED REFERENCES: D.B. 717, PG- 450; P-C. C, SL. 188F; P.C. H, SL. 91
PROPERTY IS LOCATED IN FIRM ZIONES AS SHOWN.
IF' v
36:lNV.---j330':j
PA .1 V -3.301
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PA EIR
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COMMUNITY PANEL 3720974800) DATED 09/20/06.
TOTAL PROJECT AREA: 240,965.02 sqft 5.53 acres
UPLANDS 145,061 sqft 3.33 acres
WETLANDS 95,905 sqft 2.20 acres
(AREAS BY COORDINATE METHOD.)
SCOPE OF WORK: THIS PLAN PROPOSES THE CONSTRUCTION OF STORM WATER IMPROVEMENTS.
WETLANDS SHOWN ON THESE PLAN'S ARE BASED ON WETLAND DELINEATION MAP BY QUIBLE &
ASSOCIATES, P.C. DATED 11/10/1-4.
EXISTING IMPROVEMENTS AS SHOWN WAS OBTAINED BY QUIBLE & ASSOCIATES, P.C. ON 9-11, 9-18,
9--26-2014.
IA
D.143
RIM=0.50'
TOPOGRAPHIC AND ELEVATION IN- RMATION SHOWN REFERENCES NAVD 1988 UNLESS OTHERWISE NOTED.
36 "INV.=-3.30'
PA
36"INV.=-3.30'
P PA
A
-
12,
13
AL i-UTILITIES ON THIS SITE WILL SE PLACED UNDERGROUND UNLESS OTHERWISE NOTED.
-TS TO SECTION 404 WETLAhDS TOTAL 5,890 SQ.FT- 0.14 AC
IMPACTS
PROPOSED MITIGATION FOR SECTICIN 404 IMPACTS PRESERVATION OF 85,389 SO.FT. (1.96 AC) OF
E�;,C�E OF PE77-AND ROAP
PA I 05TORIC F,.-,'L)
WETLANDS THROUGH DEED RESTRICTION AT A RATIO OF 1:14.5 (IMPACTS TO PRESERVATION).
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(L
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TOP OF
(D I BANK
PA Q.
(7YPJ
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PA RIM=0.50'
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cc
36"INV.= -3.30'
36-INV.=- 3.30'
PA
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INSTA TWO (2) PLATIPUS
PA ANCHJ'-"S EACH PIPE
Ik SEGMEi;T (ONE AT. EACH
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ALL H -Pe N-12 CPR
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LINDA D. HARRIS
DB 7/7 P& 450
RIP-RAP
6 ROA TA IV
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36"INV.=-3.30'
PA 36"INV.=-3.30'
4)
SOUND
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A
PA
REPLACE EXIS TING
30" CMP WITH 36"
PA
03'22 "E
_516°
PA 46.36' (TIE)
PA
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--- — — —
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20, 00 .0% SLOPE
EX 15'
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(3' UP FROM BOT
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FILLED W CONC.
0.51 UP FROM BOT
OF DITCH)
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A-_
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A�V .�`fILL 6HAN&E OVER TIME.
A
WETLANDS
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'COMMISSION NO.
P14095
DESIGNED BY
TAS
DRAWN BY
r% TAS
�MRD BY
mws
ISSUE 'DATE
1 IZ19 14
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840.16 OR APPROVED EQUAL
SLOPE y SL OE -
-FRAME GRATE PER NCDOT
840.16 OR APPROVED EQUAL
STONE MIN. 6" WASHEW
•D
NOTES:
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR . =11 PRECAST CONCRETE CATCH BASINS.
2. ALL PRECAST CONCRETE DRAINAGE STRUCTURES SHALL BE DESIGNED FOR HS -20 LOADING
AND IN ACCORDANCE WITH NCDOT STANDARDS.
3. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS
ACCEPTABLE BY THE MANUFACTURER.
4. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLClY TYPE CATCH BASINS.
5. BRICK MAY BE USED TO ADJUST FRAME, GRATE is HOOD TO SURFACE ELEVATION A MAXIMUM
OF 12 INCHES.
6. PRECAST STRUCTURES SHALL BE SPECIFICALLY 3RDERED /MANUFACTURED TO FIT THE
SPECIFIED OR OTHERWISE APPROVED FRAME & COVER.
7. CONTRACTOR MAY SUBSTITUTE PRECAST BASIN ''PATH CMU BASIN CONSTRUCTED IN
ACCORDANCE WITH NCDOT STANDARD DRAWING 840.15.
TOP OF COVER
BOTTOM OF COVER
EAST JORDAN IRON WORKS,
MANHOLE FRAME AND COVET. - _ —,
W/ STORM SEWER
IMPRINTED ON THE UD
4
MINIMUM AVERAGE WEIGHTS
RING
180 LBS
COVER
135 LBS
TOTAL
315 LBS
7 1/2'
i2'
af
lorl
♦ •
1
a
IT
011
r
MA
PER JRNENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - AUGUST 31: SEEDING DATES: AUG. 16 - APRIL 15:
SEED MIXTURE APPLICATION RATES /ACRE SEED MIXTURE APPLICATION RATES /ACRE
REBEL 11 FESCUE 130 LBS. RYE GRAIN 120 LBS
COMMON BERMUDA 'SA! 'ARA" 215 LBS.
(HULLED) SEEDING DATES: APRIL 16 - AUG. 15:
SEED MIXTURE APPLICATION RATES/ACRE
SEEDING DATES: SEPT. 1 - !6AARCH 31: GERMAN MILLET 40 LBS
SEED MIXTURE APPLICATION RATES /ACRE
REBEL II FESCUE 250 LBS.
COMMON BERMUDA 'SAI 'ARA" 215 LBS.
(UNHULLED)
SEEDBED PREPARATION:
LOOSEN SOILS TO A DEPT; OF 6 -8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES
(>3 "), AND OTHER MATERIALS, AND WORK THE TOP 3 -4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE- COMPACTED UTILIZING A
CULTIPACKER ROLLER ANC A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.
SOIL AMENDMENTS:
OBTAIN A SOIL TEST TO CIE TERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB /ACRE
GROUND AGRICULTURAL LINfESTONE AND 1,000 LB /ACRE 10 -10 -10 STARTER FERTILIZER.
MULCHING:
APPLY 4,000 LB /ACRE GIeAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING OR BY
CRIMPING WITH A MULCH .ANCHORING TOOL.
MAINTENANCE:
SATISFACTORY STABILIZATrON AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY
AND, IF LEFT UNATTENDEC". CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE
BARE SPOTS, AND THE Lt 1NGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE IN- SPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE- SEEDED, AND
MULCHED AS SOON AS Ps(SSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQU iREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED REGARDLESS of COUNTY
ISSUANCE OF A CERTIFICATE OF OCCUPANCY AND FINAL PAYMENT WILL NOT BE AWARDED UNTIL COMPLETE ESTABLISHMENT OF VEGETATIVE COVER.)
WEAK OR DAMAGED SP0 5 MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
RIWMM
1 1/2" H
1 5/8"
�_l 5/8"
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1 15/32" D D
G G
2' -3 1/4"
0
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1 15/32" 1' -4 1/2"
1' -7 5/8" 1' -7 5/8"
PLAN OF GRATING
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1 " DEPRESS[JN SECTION -GG
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2�/6� /8"
4
2" 2 1/8 3' -1 3/4" -2 1/8
1/8"
1"
SECTION -EE
1/8"
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1"
1 /8"
i 2' -3 3/4" '
3/4 "3/4"
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SECTION-IFF
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RCP PIPE
DIA. "D"
„B"
2 " -15"
8"
18" -24"
10"
30"-48"
18"
TRENCH SHALL BE
BACKFILLED WITH CLEAN
SAND AND TOPPED WITH
TOP SOIL. IF LOCATED IN
PAVEMENT, PAVE PER
PAVEMENT SPECIFICATIONS.
NOTES:
1. ALL PIPE JOINTS SHALL BE WRAPPED WITH NCDOT TYPE 11
GEOTEXTILE OR APPROVED EQUIVk NT.
2. PERFORATED HDPE PIPES SHALL BE SLEEVED WITH NCDOT
TYPE II GEOTEXTILE OR APPROVED EQUIVALENT.
3, INSTALL PLATIPUS PIPE ANCHOR AT EACH END OF PIPE
SEGMENT
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CLASS B RIPRAP
FLOW
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ISSUE DATE
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PROFILE OF STORM SEWER ALIGNMENT
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NOTES:
1, PROPERTY OWNER/ADDRESS: JAMES W. HARRIS III & LINDA D. HARRIS
PO BOX 10
/ MANNS HARBOR, NO 27953
2. PIN NUMBER: 9759-1684-5041
/ 3. PID NUMBER: 0717739000
/ 4. RECORDED REFERENCES: D -B. 717, PG. 450; P.C. C, SL. 188F; P.C. H, SL. 91
5. PROPERTY IS LOCATED IN 'FIRM ZONES AS SHOWN.
COMMUNITY PANEL 37209714800) DATED 09/20/06.
6. TOTAL PROJECT AREA: 2�-O,965.92 sqft / 5.53 acres
UPLANDS = 145,061 sqft n' 3.33 acres
WETLANDS = 95,905 sqft 2.20 acres
1 (AREAS BY COORDINATE Nlf_THOD.)
7. SCOPE OF WORK: THIS PL,, --N PROPOSES THE CONSTRUCTION OF STORMWATER IMPROVEMENTS.
8, WETLANDS SHOWN ON THESE PLANS ARE BASED ON WETLAND DELINEATION MAP BY QUIBLE &
1 ASSOCIATES, P.C. DATED i1/10/14.
9. EXISTING IMPROVEMENTS A,S SHOWN WAS OBTAINED BY QUIBLE & ASSOCIATES, P.C. ON 9-11, 9-18, &
9-26-2014.
10. TOPOGRAPHIC AND ELEVATION INFORMATION SHOWN REFERENCES NAVD 1988 UNLESS OTHERWISE NOTED.
1 71. ALL UTILITIES ON THIS SIT- WILL BE PLACED UNDERGROUND UNLESS OTHERWISE NOTED.
t 12. IMPACTS TO SECTION 404 WETLANDS TOTAL 5,890 SQ.FT. (0.14 AC)
13. PROPOSED MITIGATION FOP SECTION 404 IMPACTS - PRESERVATION OF 85,389 SQ.FT. (1.96 AC) OF
WETLANDS THROUGH DEED RESTRICTION AT A RATIO OF 1:14.5 (IMPACTS TO PRESERVATION).
PA
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REPLACE EXISTING
P14095_
DESIGNED BY
TAS
EX. 30'
GMP
PA
30" CMP W74 36" HDPE
TAS
CHECKED BY
MWS
ISSUE DATE
11/19/14
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DRAWN BY
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CHECKED BY
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ISSUE DATE
11/19/14
SHEET NO.

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FRAME GRATE PER NCDOT
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STONE BEDDING
INLET DETAIL,
N.T.S.
NOTES:
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR ALL PRECAST CONCRETE CATCH BASINS.
2. ALL PRECAST CONCRETE DRAINAGE STRUCTURES SHALL BE DESIGNED FOR HS -20 LOADING
AND IN ACCORDANCE WITH NCDOT STANDARDS.
3. PRECAST CONCRETE STRUCTURES MAY ONLY BE III'-`ISTALLED TO DEPTHS CERTIFIED AS
ACCEPTABLE BY THE MANUFACTURER.
4. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHAH Ovi TYPE CATCH BASINS.
5. BRICK MAY BE USED TO ADJUST FRAME, GRATE ?;: HOOD TO SURFACE ELEVATION A MAXIMUM
OF 12 INCHES.
6. PRECAST STRUCTURES SHALL BE SPECIFICALLY CIRDERED/MANUFACTURED TO FIT THE
SPECIFIED OR OTHERWISE APPROVED FRAME & COVER.
7. CONTRACTOR MAY SUBSTITUTE PRECAST BASIN YifTH CMU BASIN CONSTRUCTED IN
ACCORDANCE WITH NCDOT STANDARD DRAWING 610.15.
TOP OF COVER
BOTTOM OF COVER
EAST JORDAN IRON WORKS, INC.
MANHOLE FRAME AND COVER - V-1384
W/ STORM SEWER
IMPRINTED ON THE LID
4
MINIMUM AVERAGE WEIGHTS
RING 180 LBS
COVER 135 LBS
TOTAL 315 LBS
7 112'
a
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,s
{
PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - AUGUST 31: SEEDING DATES: AUG. 16 - APRIL 15:
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE
REBEL II FESCUE 130 LBS. RYE GRAIN 120 LBS
COMMON BERMUDA 'SAH'.. -\RA" 215 LBS.
(HULLED) SEEDING DATES: APRIL 16 - AUG. 15:
SEED MIXTURE APPLICATION RATES/ACRE
SEEDING DATES: SEPT. 1 - Irt.ARCH 31: GERMAN MILLET 40 LBS
SEED MIXTURE APPLICATION RATES/ACRE
REBEL II FESCUE 250 LBS.
COMMON BERMUDA 'SAH''=r`,RA" 215 LBS.
(UNHULLED)
SEEDBED PREPARATION:
LOOSEN SOILS TO A DEPTT-�, OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES
(>3"), AND OTHER MATERIAfLS, AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE -COMPACTED UTILIZING A
CUL11PACKER ROLLER AND A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.
SOIL AMENDMENTS:
OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB/ACRE
GROUND AGRICULTURAL LIVESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER.
MULCHING:
APPLY 4,000 LB/ACRE GRAJN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING OR BY
CRIMPING WITH A MULCH ANCHORING TOOL.
MAINTENANCE:
SATISFACTORY STABILIZATICIN AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY
AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE
BARE SPOTS, AND THE LOP+'GER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INS;='ECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED, AND
MULCHED AS SOON AS 130:-SIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED REGARDLESS OF COUNTY
ISSUANCE OF A CERTIFICA b.:_ OF OCCUPANCY AND FINAL PAYMENT WILL NOT BE AWARDED UNTIL COMPLETE ESTABLISHMENT OF VEGETATIVE COVER.)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
1 1/2"W�_l
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INLETSTANDARD DROP
RCP PIPE
DIA. "D"
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8"
18"-24"
10"
30"-48"
18"
TRENCH SHALL BE
BACKFILLED WITH CLEAN
SAND AND TOPPED WITH
TOP SOIL. IF LOCATED IN
PAVEMENT, PAVE PER
PAVEMENT SPECIFICATIONS.
CLASS B RIPRAP
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P14095
DESIGNED BY
TAS
DRAWN BY
TAS
CHECKED BY
MWS
ISSUE DATE
11/1 7 14