20070213 Ver 1_401 Application_20070207

Environmental Consultants, PA
:Road Raleigh, Notch Cazolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
2007021 3
January 31, 2007
S&EC Project # 10319.W2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Thomas Brown
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27614
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Hilltop Estates, Wilson County, NC
N.C. Division of Water Quality
Express Petmits Unit
Attn: Lia Myott
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
On behalf of the owner, Mr. David Brame, please find attached a complete application and supplemental information
requesting written concurrence from the U.S. Army Corps of Engineers (USAGE) and the N.C. Division of Water
Quality (DWQ) that the activities proposed below may precede under Nationwide Permit 39 and General Water Quality
Certification 3402.. Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Hillto Estates
Project T e Residential Subdivision
Owner /Applicant Mr. David Brame
County Johnston .
Nearest Town Wilson
Waterbod Name Contentnea Creek
Basin /Sub-basin 03-04-07
Index Number 27-86- 1
Class WS-IV;NSW
USGS Catalo in Unit 03020203
IMPACT SUMMARY
Stream Impact (acres): 0.012
Wetland Impact (acres): 0.001
Open Water Impact (acres)'. 0
Total Impact to Waters of the U.S. (acres) 0.013
Total Stream Impact (linear feet): 113 LF Permanent/21 Temporary
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization Forms
NRCS Soil Survey Map
USGS Topographic Map
Wetland Delineation Maps (DWQ Only)
Impact Map Detail ~~ ~~`' ~` ` , ~'- ~ a ` ~ `•.
Linear Wetland Exhibit (2 photographs) ~ ~' °` `'~ ~~
Level Spreader Worksheets, Details and Operation and Maintenance Agreemnt (DWQ Only) ~ ~;,~
Overall Site Plan (24 X 36 for DWQ Only) ~~ ._ , ~ ~ ~ ~„i (;
Overall Site Plan (l l X 17 for ACOE only)
$475.00 Application Fee to DWQ
~,:
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

Office Use Only: Form Version March OS
200702)3
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's. twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information ~ ~~° ~ ~ ~^
_..
1. Owner/Applicant Information ~~•~ ~ ~ ?~f;7
Name: Mr. David Brame
Mailing Address: 6320 Quadrangle Drive,- Suite 210 `'P = `"~' ' ' ~~,~a~T~r ,,,.~.
li'xk-'~ ,. "--t.. ~ . ~Y~aTricH~r~
Chapel Hill, NC 27517
Telephone Number:__(919) 313-2067 Fax Number1919) 313-2041
E-mail Address: david.brame(a~emer~ent.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Nicole J. Thomson
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number:~919) 846-5900 Fax Number: [phone]
E-mail Address: NThomson(a,sandec.com
Page 1 of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets .no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Hilltop Estates
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2770-14-6384 ; 2770-16-6729
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names,. landmarks, etc.):From Raleigh, take I-40
east to NC-42 east toward Wilson; site is on the left at the intersection of NC-42 and Neal
Road SR-1173).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6862 °N 78.0862 °W
6. Property size (acres): ±/-
7. Name of nearest receiving body of water: Contentnea Creek (27-86-(1);WS-V;NSW;03-04-07)
8. River Basin: Ne_use River Basin (03020203)
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently used for agricultural purposes. The
surrounding land use is also mostly agricultural with some residential housing.
10. Describe the overall project in detail, including the type of equipment to be used: The
Page 2 of 8

overall project will be the construction of theproposed Hilltop Estates residential subdivision
which will consist of single family homes as well as the necessary roadway infrastructure
Typical excavatin~~ading equipment such as bulldozers backhoes and motor aders
will be used during construction activities.
11. Explain the purpose of the proposed work: The purpose of the project is to construct a
residential subdivision to meet the increased housing demand for the area The purpose of
the proposed road is to provide the necessary access required for a residential subdivision
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past,~please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. O_ n June 30, 2006 S&EC delineated the wetlands and streams on the
subject site. The wetland survey map has been submitted to the USACE under separate cover for
signature and approval. No permits have yreviously been requested or issued for this project
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated for this property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and ,all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impact #1: 134 linear feet of
perennial/important stream channel and 9 677 square feet of "Allowable" Neuse River Buffer
impacts (6,277 square feet in Zone 1 and 3 400 square feet in Zone 2) for the proposed
Page 3 of 8

Brittney Lane road crossing. *Note: Of the 134 LF of perennial/important stream
impact, only 113 LF is permanent.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Impact Site #1 Road Crossing Riparian Linear Wetland No 0' 0.001
Total Wetland Impact (acres) 0.001
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 1.439
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, :etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Type of
Perennial or Average Impact Area of
Number Stream Name
Impact
Intermittent? Stream Width Length Impact
indicate on ma Before Im act linear feet acres
Impact Site #1 UT' to Contentnea Creek Culvert Perennial +/- 4' *134 0.012
Total Stream Impact (by length and acreage) *134 0.012
* Of the proposed 134 LF of impact, only 113 LF is permanent and 21 LF is temporary
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List t;
he cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Im act (acres): 0.012
Wetland Impact (acres): 0.001
Open Water Impact (acres): 0.000
Total Irn act to Waters of the U.S. (acres) 0.013
Total Stream Impact (linear feet): 1 /,~ LF Permanent/21 LF Tem orary
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Page 4 of 8

Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
There are no isolated wetlands or streams on this property.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections: Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested S&EC
to complete a detailed, wetland delineation on the entire site, to aid in developin a site plan that
would avoid & minimize impacts to the maximum extent practicable. Given that a perennial
UT_to Contentnea Creek completely bisects the propertythe proposed road crossing at
"Impact Site #1" is necessary in order to gain access to the northern portion of the subject
propertv. At this location there is also a small linear wetland that falls within the proposed
roadway fill slope. To shift the road to the East of this linear wetland will ultimately cause more
impact to a larger jurisdictional wetland. All other streams, wetlands and surface waters on the
subject propertv have been avoided.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 .linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8

mitigation as proposed. Examples of mitigation that maybe appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work .. in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant believes that additional miti atg ion (beyond the avoidance and minimization of
streams and wetlands elsewhere within the vicinity. of the proposed roadway alignment)
should not be required given that the total permanent impacts to perennial/important streams
for this development is less than 150 feet and the permanent impacts to wetlands is less than
1/10 of an acre. Additionally, the proposed Neuse River Buffer Impacts are "Allowable" and
therefore do not require mitigation. If mitigation is required, then the applicant proposes
payment into NC EEP.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Page 6 of 8

1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina. Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .023
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multiiliers.
Zone* Impact Multiplier Required
s uare feet Miti ation
1 6,277 3 (2 for Catawba) N/A
2 3,400 1.5 N/A
Total 9,677 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Buffer mitigation is not required because all
proposed riparian buffer impacts are considered "Allowable".
XI. Stormwater (required by DWQ)
Page 7 of 8

Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. The project will comkly with the Diffuse Flow Requirement of the Neuse Buffer Rules.
The anticipated percent impervious for the project area is 6.34% (see attached details on Overall Site Plan
XII. Sewage Disposal (required by DWQ)
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.
Septic.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No ^
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal PolicX Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on April 10, 2004, version 2.1. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. This residential project does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts We anticipate that you
will advise us if a qualitative or quantitative impact analysis is required
XV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes; dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Appli~ant/Ag~ent's Signature Date
Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

Environmental Consultants, PA
;Road Raleigh, Norf& Catolnaa 27614 • Plaon~ (919) 846-S90Q Fu: [phone]
All Blanks To Be Filled In By The Current Landowner
Naraa J~A ~/i~ ~/~A/n
Phono:
Project Name/Descaiption:
tJr°r ~ul~?i Z/D
sar~C Project # 1 U 3 i 9. /c.) Z
Date: JA~u~ey ~~20-~~- ~
T
The Department of the Army .
U.S. Atmy Caps of F~gineera, Wilmington District
P.O. Boat [890
Wdmin~gt-am-~N'C'2' 8402
Attn: I }t~~j ~Q~L` ~L
Field Office: _^H L ~ 1 G~~
Re: Wetlands Related Consultnng and Permrttitrg
To Whom It May Conoera:
I, the current p, owner, hereby designate sad sutharine Snit $1'snvironn~tal Consultants, PA to art is my
behalf as my agent is tins processing of permit applications, to furnish upon request supplemental information in
support of applicat, etc. fioar this day forward. The ~ day of ~°~~ j~, ,~~~ .
This notification supersedes say previous ~a concerning the agent fa this project.
NOTICE: Tlrta aatlwrizat[oa, for liab[lity aaKl profesaiottal corutesy reasons, is valid only for goveranueut
o~cislx bo saber tike property when accompanied by S&EC stab" Yon shoald call S&EC to arrange :site
meeting prior to vis[ting the site.
~AVi~ ~~A~r~
Print Property Owner's Name
cc: Ms. Cyndi~ti;.aroly
NCDENR - DWQ
.2321 Crabtree Boulevard
Raleigh, NC 27604
~~
Property owner's signat,me ~
cc: Mrs. Nicola Thomson
Soil & Environmental Consuttants, PA
~rlatte Offiee^• (ireensboto Ofltce•
236 LePhipip Court, Spite C 3817 E Lawndale Drive
Concord, NC 28025 Cmeabom, NC 27455
Phan [phone] Phone: [phone]
Fir: (704) 7~1-9406 Fax: [phone]
~~~ n~C. z
AGENT AUTHORIZATION FORM

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Project No.
10319.W2 FIGURE 2 -SOIL SURVEY
Project Mgr.: HILLTOP ESTATE j Soil & Environmental Consultants, PA
NT
WI~SOt1 CO., NC 11010 Raven Ridge Rd.• Raleigh, NC 27614
(919} 846-5900 - (919} 846-94&7
Scale: Web Page: www.SandEC.com
1 " = 2000'
WILSON CO. SOIL SURVEY
12/19/06

~ t ~ L_ `•
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~-
Project No.
10319.W2 FIGURE 1 - USGS MAP
Project Mgr.: HILLTOP ESTATES ~ Soil & Environmental Consultants, PA
NT 11010 Raven Ridge Rd.• Ralei~, NC 27614
Wilson Co., NC
[phone] • [phone]
Scale: Web Page: www.SandEC.com
1" = 2000'
LUCAMA /WILSON QUADS
12/19106

S~ ~E ~~
.fp 'Ad~~'t
J1~6
A2
N~ M1'EgE R8
6P, ll9g
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9~
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NDRMgry Ci
SR 717)
Vicinity Map
Not to Scale
C/L RUN OF CONTENTNEA CREEK-
STREAM CHANNEL FROM "A" TO "R"
ALONG NORTHEASTERLY PROPERTY LINE
LOCATED 8Y SURVEY CREW
PT# NORTHING FASTING
189 706979.6143 2271543.935
190 706871.1203 2271464.436
191 7068144269 2271389.752
192 '. 706858 1454 2271269.828
193 " 7°6973.1921 1271196.674
194 7070930239 227109984
195 707311 1899 2271021906
196 707533 657fi 2270922 356
197 " 707711.8497 2270869.339
196 707833.4126 227_0781665
199 ~ 707935.1549 2270693.751
200 707957.0955 2270576 356
281 707925.7852 2270514.55
282 707900.5984 2270441 311
356 707835.3692 2270314.236 µ
AOAERi H. CAMPBELL d
ANN MARIE CAMPBELL
PIN 2770-28-2120
D.B. 1547, P. 694
1
1519.43' 49"ELI I r
N63'OS'04"E~ ~
69.29' 28/1
N71'01'19"EJ
77.45
LEGEND
REFERENCED i0
• EXISTING IRON PIPE rvc cRID - Nq0 e3
o NEw IRON PIPE Z _ _
/ (6 COMPUTED POINT au msrauccs ARE I - - -I Ayq.E S1g.iq,0j„
HoRlzeNrAL SEE SHEET 5
/ ^ EXISTING CONCRETE MONUMENT cOMBweD Scale 1q•0 6 2184 W ~'"
FACTOR 0.99990065 S 2q1 6 °'
^ NEW CONCRETE MONUMENT NOTE: oq1 °o'
~ EXISTING PK NAIL 38 ~°o,
o NEw PK NAIL FOR DETAILED VIEW SEE SHEETS 2-6 q,ie'E
® N,GGS, MDNUMENr TO VIEW COORDINATES SEE SHEETS 6 & 7 ~, sti6° ~ G4gA~
f ~ BENCH MARK GREGORY M. HAMM ~'~~ 59"~
i AxLE & DEUa A. NAMM hb 'yq•1531MMr L NawLEr
~n • EXISTING AXLE PIN 2770-25-1667 b ti N
~ D.B. 1838, P. 684 (~~' N ,A k REBECCA HUNT MAWLEY
p, PIN 2770-24-1427
0.8. 1229, P. 809 9
ll ~ N q1.
.°n x Op' v
n PO A .'..•.' ( w ", n1
A KERMIT DAl4D BRAME, p^ A~ + , WETLANDS 'p [) 5q"E
d JR. 5 AREA 1 ~ a_ . ~°,1y,
PIN 2na-16-6n9 ,.POND,'. 4 5
D.B. 1717, P. 626 ~ ','55,852 SF
~6h~
~ °,.E-- -------~ ~ I.
Siq•gq'I ti
....
Ig5 2'W y1
.,~, ss, yy~ - - -i - J
h 597'SY40"W 479.28' ~ ~ - - ~ -
ph 9~
1~~ ~ re ~~
„A „- ~ .
19 4~S
N36'13'S3"E
134.5°'
19a
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93.77'
I
S69'S8'14
12zsa'
STREAM ~1~t~
CHANNELS "~o:~
C/L RUN OF .6 ~'~ "
CONTENTNEA tie, 193
CREEK 1S ACTUAL $56 RoA
PROPERTY LINE y'' ~`'~~
Sq„Eg'6
195 51q~ 31 61
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sti°ry0.'y73
X20
TRAVERSE LINE
STREAM ~ ~~
CHANNEL ,
11
56
n
TRAVERSE LINE
L16 N69'45'S1'E 227,28'
L17 N88'S0'16'E 152.71'
LI8 S35'45'36'E 253,84'
LI9 SI9'12'16'E 190.77
L20 S25'1T23'E 245.09'
L21 S20'S1'33'E 229.95'
L22 S3Tt3'IS'E 75178'
L23 S48'aTSTE 295,62'
L24' N53'2]'48'E 132.95'
L25 N43'00'11'E 12L36'
N00'18'S7"E 1658.94
NEAL FARMS lLC
PIN 2770-07-2017
D.B. 1915. P. SIB
~ ~ CHANNEL ~
~

~ CHANNEL
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CHANNEL AREA 2 ~'
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~
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('

F SEE SHEET 4
- --- -----

SEE
--~---

SHEET 3
-----
I

J

ETLANDS
AREA 4
STREAM
~cFIANNELI

87.44 AC. ~ °' = I "°°~°'
92 ~ ?
zo SEE SHEET 2_,~' - - ~
DAVID R_ GDDwIN et of
PIN 7770-14-0587
D.B. 1493, P. 162
79
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m = STREAM
CHANNEL 1O
o z
Z
~,
O
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A

3~
1 WETLANDS a"
AREA 5
m
z

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Herring-Sutton & Associates, P.A.
Engineers -Surveyors -Planners
2201 Nesh Street NW, Wilson, North Caroline 27896 [phone]
No°•ol'S6"w n76.9
ROBERT A. CADDY
k BRENDA N. CADDY
PIN 2770-OS-5698
O.B. 1770, P. 657
JEFFREY L HRRE
k JDANN N. HARE
PIN T770-04-5686
D.B. 1715, P, 730
3.35'
```,1111111111/1j1j
~,,`~~~~o E.SSIQ 9~~~v
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LINE TABLE
LINE BEARING DIS1gNCE
L1 N87'S8'02'E 83.35'
L2 N26'02'06'E 28A2'
L3 N09'S2'OL'V 68.73'
L4 NO]'31'02'W 15.06'
LS N32'OS'35"E 2940'
L6 NBl'25'02'E 32.3t'
L7 N09'25'1TE 15.62'
LB N78°03'02'E 3152'
L9 N41'll'OS'E 38.02'
LID N57.58'10'E 59.39'
LII NB8°I899'E 25.19'
u2 N63•sru'E also'
UJ S79.4P01'E 34,68'
Lla N81°51'24'E a6 46'
L15 N78'12'48'E 26.26'
"THIS CERIIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
JURISDICTION MAY BE PRESENT ON THIS SITE BUT HAVE NOT BEEN
DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL."
REGULATORY OFFICIAL
TITLE
DATE
USAGE ACTION ID
NOTE:
WETLANDS ~C STREAMS WERD DELINEATED BY
BY SOIL & ENVIRONMENTAL CONSULTANTS, PA.
Hilltop Estates
Wilson County, NC
3DO' 0 300' soo' soo'
Date December 2006
Wetland Scale : Map No.
Delineation Map 1° = 300' 3639D
Sheet No. 1 of 7

, \
1068
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Z REFERENCED iCl
NL GRIO - NAD 63

loos ~-

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1078 tOtO
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1079 ~ WETLANDS

1190
t1
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~F1194
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2 -
it 3 1083 1081

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1
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STREAM
CHANNEL

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lloo ~~ "I: / Iaaa f2' WIDE

1187 1128
1101 /
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1225
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1072

~, 1056
V""-
1226 "TMS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE ~
CHANNEL
1227
' BOUN~ARHEOAREAS IMPACGTEDOBY THE PRTESENTOPROPO ED AOTVIIW~AES ~
7
068 ~~`~~~~
~ARQ~~~~~p
~
~
~~
i
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WIDE DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
1071 ~
~
,,
~
~
'
'.
~
~'
SS

9) 19 JURISDICTION MAY BE PRESENT ON THIS SITE BUT HAVE NOT BEEN
~
SEE INSET A"~ ~
9
~
~
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IQ
0 ~(~
;
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~~~~ ~ DELINEATED. UNLESS THERE 15 A CHANGE IN THE LAW OR DUR PUBLISHED
M
E
T
F
4
A
O
N
Y
070
~ ~
~~
OT
TO
RELIED
UPON FOR A
EXCEEO FIVE
YEARS
DATE.
PERIOD N
FROM
THIS 1075 7r ~~2609 ~t
~
~ ~ DE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLANDEDELINEATION M IhIC ~l A tv I ~ C
VVL L111V J ~ STREAM ~ ~
~~ ->O,•~
- ANU
~ 1os9 _
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~
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REGULATORY OFFICIAL AREA ~- _ I ~~i~~~,9" '''~~yQ~`.`
PTLE 3,891 SF ,0 76
1078 ''~-R°„IR~II;~,~~,
GATE
L_ 1077
___ _J
USACE ACTION ID 5D' 0 50' 100' 150'

i
S
tt
H
& A
i
t
P
A Date December 2006
err
ng-
u
on
ssoc
a
es,
.
. Hilltop Estates Wetland Scale : Map No.
Engineers -Surveyors -Planners Wilson County NC D elineation Map ]" = 50' 3639D
2201 Nesh Street NW, Wilson, North Caroline 27896 [phone] J ~ Sheet No. 2 of 7

REFERENCED i0
NC GRID - NAD 63
Z
ALL D15TANCES ARE
HORIZONTAL
COMBINED SCALE
FACTOR 0.99990D65 GREGORY M. HAMM
& DELTA A. HAMM
KERMIT OAMD BRAME, PIN 2770-25-tfi67
JR_ D.B. 1836. P. 684
PIN 2770-Ifi-6729
D.e. 1717, P. 676
~ 1207
.~
~62
STREAM
CHANNEL
±3' 1MOE
~ (._.~,
1160 T ~ 1
1159 115 '~ ' ~ ~ _,)E
/ .156
~ /
STREAM ~io2 1154
CHANNEL
±6' WIDE
STREAM
CHANNEL
155 t2' W1DE
~

~~

~ '\ '
~F- "' ~ I
I I 1
~
~
I'~
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1153
7152
149
"123
k, .J~
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1144 1143 I`:
1137 1135
96
1150
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,~~'~~~~ . CARO(i ~'%
~' ~~~~FESSIDN ~'9 ~'~
~ SEAL 9~ ~'
~ L-2609 ~
~~'~`~ SUR`l~~o~~;`
.,~Ay;RO •R ..•H~~~~~.
~hEm EU~
Herring-Sutton & Associates, P.A.
Engineers -Surveyors -Planners
2201 Nash Street NW, 1Pilson, North Carolina 27896 [phone]
Hilltop Estates
Wilson County, NC
1125 1126
I Ta
CHA'~J I',
_~ ~I~-
1132
\I
1130 "`
1129
11
1102
1727
~n2s 1100
1101
4
+ WA T2
8,291 SF
t105 + J
F1106 r T
1 07
1108
~j1109
5D' 0 54' 100' 150'
Date December 2006
Wetland sale ; Map ND.
Delineation Map 1" = 50' 3639D
Sheet No 3 of 7
"THIS CERTIFIES THAT THIS COPY OF TMS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACTIN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
JURISDICTION MAY BE PRESENT ON THIS SITE BUT HAVE NOT BEEN
DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW OR ODR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICT]ON MAY BE
RELIED UPON FOR A PERIOD NOT TO E><CEED FIVE YEARS FROM THIS DATE
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL."
REGULA70RY OFFICIAL
TITLE
DATE
USAGE ACTION 1D _ __

HERMIT BAND BRAME,
.P.
PIN 2770-16-6729
B.B. I7I7, P. 626
;~~
G~ ~{
GPO ~~P
V
P~~~~P °t ~iZl6
Q~
~ ~~ ~
~°0
179 \ /
117s
(1717
},1ao
ii"
aF`
`2
/~
STREAM }Ipig
CHANNEL------777777
fli'WIDE~ /~
~~ /
*1228

~~, e
~ ~O
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STREAM ~~~°
CHANNEL
}70' WIDE ~ ~~~~
PQ
~ ;~o
4
lal ~121e
~i~~
~ STREAM /
CHANNEL
f5' N~DE~~~76
~14
117
~15
„~'
A1213
175
717
a'~
1211
/ ~71
i'~ ~„ -
1172
REFERENCED TO
NC GRID - NAD 63
Z
ALA DISTANCES ARE
HORIZONTAL
COMBINED SCALE
(ACTOR 0.9999DOfi5
1~
~H1167
70 1
1169
STREAM ~ ~~
CHANNEL ~ , ._ ~ X1210
fd' W1DE 1166
n~ ~ , ~ . ~Yfzofi
~'t
1209 1164
Si
CH
t3
"TH]S CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OE THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
JURISDICTION MAY BE PRESENT ON THIS SITE BUT HAVE NOT BEEN
DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISD]CnON MAY BE
RELIED UPON FOR A PERIOD NDT TO EXCEED FIVE YEARS FROM THIS DATE
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
wEnAND DELINEAnDN MANUAL.'
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
~ ,287
,162
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ANNEL
WIDE nfiB
````,~~ ~tCI1II~I ,,~~~i
~~;~oFESSI~N!/,~9
~ SEAL ~
r L-2609 ~
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.,~~,ygRD R ..~~~P``~~
T~h~lllllq~~1
60' 0 60' 120' 160'
Herring-Sutton & Associates, P.A.
Engineers -Surveyors - Planners
2201 Nash Street NW, Wilson, North Carolina 27896 [phone]
Hilltop Estates
Wilson County, NC
Wetland
Delineation Map
Date December 2006
Scale Map No.
1" = 60' 3639D
Sheet No. 4 of 7
1212
173

1011
1022 1021
REFERENCED TO
1024
023
NCGRID - NAD 83
1025 1020
ALL DISTANCES ARE
HORIZONTAL
COMBINED SCALE
to26 -1019
FACTOR D.99990065
1027 ,
GREGORY M. HAMM03
& DELIA A. HAMM000
+
+
+ + +
+ + 31
PIN 2770-25-1667
D.B. 1838. P. 684
+
+
+ +
+
+
032
+ +
+ +
+
+
+ +
+
+
004
+ + +
+
+
+
+ +
+
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+
+ + +
+
+ +
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+
+
+
+
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+
+
+ +
+ +
+
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I + +
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+
+
+ +
551
852
SFr
006
+ +
035
007 +
+ -I
+ +
+
+ +-
+ +
+ +
+
+ +
+
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+ +
+ +
+
+
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+ +
+ +
+
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+
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CAROIi,�;�,
+ +
+ +
+ +
+
+
+ +
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1010
q
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CHANNEL
+
+ +
+
1037
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In.ICL�O\�CO`
tl WIDE
1083 ,081
+ +
SI
l/ f(V
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1039
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STREAM
CHANNEL
32' WIDE
/
45
3 �
1042
Herring—Sutton &
Associates,
P.A.
Hilltop
Estates
Engineers - Surveyors - Planners
2201 Nash Street NW, Wilson,
W11SOn
County, NC
North Carolina
27896 [phone]
1022 1021
REFERENCED TO
1024
023
NCGRID - NAD 83
1025 1020
ALL DISTANCES ARE
HORIZONTAL
COMBINED SCALE
to26 -1019
FACTOR D.99990065
1027 ,
1016
015
-'1014 WETLANDS
3 AREA 1
2,272 SE
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 4C4 OF THE CLEAN WATER
ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
JURISDICTION MAY BE PRESENT ON THIS SITE BUT HAVE NOT BEEN
DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL-"
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID _.
60' 0 60' 120' 180'
Date December 2006
Wetland Scale Map No.
Delineation Map 1" = 60' 3639D
Sheet No. 5 of 7

POINTS IN AREA SURVEYED
rid nvninirvt; tnsune hLAG ~
1306 706435.9006 2270401.418 endevaluation
1307
_,.. ,,,n 706401.208 2270412 018 dch6ft

1308
706358.3177
2210409.702 .__._~. ,
dch4ft

1309
_~
706347.8893
2270417.743 .................................
clch3ft

1310
706328.5057 ..,,,..e._. .
2270416.95
clch3fl
1311
~. 706279.4447 - 2270440 763 dch3ft

1312 _
706245.2187 _
_ ,
2270457.984
dch3ft
1313 706245.5318 2270482.589 _ clch3ft
1314 706211.3331 2270504.195 clch5ft
1315 706201.7768 2270524.582 ; clch5ft

1316
706191.3906 __..
2270532 652
clch4ft
1317
_ 706180.8103
, 2270574 252 ' clch4ft

1318
_.
706155.719
2270593.729 ...
clch3tt
1319
_ 706151.8169 2270610.057 I dch4ft
1320 706139.7604 2270638 95 ~ dch4ft
rZc
ERT A. GAOOY
EROA N_ aAOOv
1770-05-5698
1770, P. 657
1321 706125.3862 2270663.745 stanch

1330
_._
706358.2019
2270406.387 ' _.
83ttch

1331
706342.1988
2270407 499 .._..
84
1332 706319.943 2270409 925 85
1333 706296.6288 2270411.837 86
1334 ' 706271.2752 2270398.639 87
1335 706267.2666 2270423.335 88
1336 706261.8297 2270438.056 89
1337 706245.4723 2270453.342 90ttch
1345 706142.0175 2270697468 98
1346 706146.5652 2270677.409 99
1347 706156.4249 2270651.392 100
1348 706160 4156
m 2270626 051 101

1349
__..
706166.1789
_. _..
2270601.811
102
1350 706163.4911 2270592.878 103
"THIS CERTIFIES THAT THIS COPY DF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
JURISDICTION MAY 6E PRESENT DN THIS SITE BUT HAVE NOT BEEN
DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED UPON FOR A PER10D NOT TO EXCEED EIVE YEARS FROM THIS DATE.
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CDRPS OF ENGINEERS
WETLAND DELINEATION MANUAL.'
,,11111111111/!I'
,1`11~N FARO ~'~~,
~;~~FESSIQ~~.,q's
' ~ SEAL ~
r L-2609 ~
~%~~ SUR~IF;r~~~~
,,~~~qRO .R ...N~~``,1.
''llnunnlll`
Herring-Sutton & Associates, P.A.
Engineers -Surveyors - Planners
2201 Nesh Street NW, Wilson, North Carolina 27896 [phone]
Hilltop Estates
Wilson County, NC
REGULATORY OFFICIAI
TI TEE
oaTE
USACE ACTION ID
sa' a sD' 120' 1aD'
Wetland
Delineation Map
Date December 2006
Scale Map No.
1" = 60' 36390
Sheet No. 6 of 7
NEAL FARMS tLC /
am 2nam-eon
D.B. 1915, P. 578
I

PTA NORTHING FASTING FL4G N
1076. 7052154786 2271495383 CH 3 CL lpar
1077 7052058372 2271477295 CH 3 CL Ipar
1078 7051902419 2271485.352 CH 3 CL Ipar
1079 7051887447 2271469.855 CH 4 CL Ipar
1080 7052867629
..' 2271812.757 60TTCH Ipar
1081 7052993247 2271820.238 fil~rar
1082 7053116741 2271816.69 CL 3 CH aar
1083 7053242843 2271819071 62aar --
1084 7053613729 2271810254 631F,ar
1085 7053773375 2271800 789 641par
1086 7053924724 2271779072 651par

1087
705405.5202
2271757,092
66aar _.
1088'. 705424708 2271724.564 67 TT CH Ipar --
10&9 705402.1394 2271740,23 CH 4' CL Nar
1090 705393.8085
_- 2271759.228 CH 1' CL Ipar
1091 705365.9279 2271766.069 CH 1' CL Ipar ~~~~ ~~~
1092 705335336 227178955 CH 1' CL taar
1093
..... 705335.6143
, .,,,.._ ...... 2271800.146
........_„„...„ ,...e CH1'CL Ipar

1094.
705431.5804
2271718.437
CH B' CL ,,„~
1~ar
--
1095 705439 0523 2271731.172 Edged waterlpar
1096 7054286605 2271759699 Edged waterpar
1097: 705416.8857 '. 2271762.019 Edged waterlpar
1098: 7054520118
~~- 2271605097 Edged watel~par
1099 7054735151 2271810.839 Edged waterlpar
1100 - 705471 9396
-
~ 2271778.28
~ Edged watertpar
1101 7054791141
~ 2271768.99
~ Edged wateryar
1102 705490.3675 2271800.075 Edge d ;waterlpar
1103 705483 2742
_ 2271814.266 WL 7T Ed ge d waterlpar
1104 705501 9086 ' 2271763.262 Edged walerlpar
1105 705505 7188 2271728.734. Edged walerlpar
110G 7055045072 ' 2271710.396 Edged walei+Aar
1107 705506.8554 ' 2271696.944 Edged waleraar
1108 7054996439 2271684.623 Edged wateraar
1109 705502 0762 2271676.933 CH 4 CL (Edge d walerlpar
7110 705504.2249 2271657.243 Edge d
........ r walerlpar
..
..._. ____, ...~.
1111. 705456.4452 2271670145. Edged .
waterbar
1112 ' x05447 7585 2271691053
,~ 43 TT EO
. WlEdge d waterlpar
._
1113 ! 7054540846
..... 2271702582 Edged waterway
1114 705436.3388 2271698.855 42aar
,._.~
1115 705428.3864 2271672.008 41~ar
1116 70.54152244 I
. 2271663.31 40lpar

1117 '
_..:
7053871044
............
2271661.262 ',
.......~
391par .

1118
7053464349 !
2271641.314
38 TT E0 .r...._„
Wwar
1119 705382.5264 2271673.251 ' CH 5'1pa r
1120 705367 6203 2271690.333 CH T CL Ipar
1121 705402 2686 2271697.015 CH 3 CL Ipar
1122 705416 6167 ' 2271711.785 CH 6 CL Ipar
1123 70559571 2271777.876 44 TT PL Ipar
1124 ' 705577 1797 2271765.353 45Lpar
1125 705559 2559 2271791.055 46aar
1126 705523581 ': 2271789.694 481par
1127
~ 7055101337 I 2271786.155 491par
1128 705507.7159 2271775.561 50 TT E0 Wwar.
1129 705511.3737 2271681,005 CH 4' CL Oar
1130 705525.9242 2271683.775 CH 5 CL Ipar
1131
...~...._ 705542.9586
w..._.. 2271703 609 CH 7 CL Ipar

1132
7055544828
2271699.895
68 TT CH _.,...w._.. __
Ipar

1133 '
705563.141
2271706588
CH 7 CL _
Ipar
1134 705578 1981 2271704.142 CH 7 CL 1par~
1135 7055851608. 2271696.963 691par
1136 705588 612 : 2271703881 CH 2' CL
~. rear _ ..

1137
7056051248 '
2271694.785 ~
701par
1138 7056193375 ', 2271705.579 711par --
1139 ~7D56325334 ' 2271711.132 ~721par
1140 7056429639: 2271719927 CHTCL Ipar
1141 7056008478 2271730.237 CH4'CL ,lpar
1142 705667 9846 2271741.767 CH 6' CL lwar
1143 '
- 76631 I 2271709.897
' 73lpar
1144 705692 1752 2271707.497 74lpar
1145 705713.1576 2271730.482 ,: 75 TT CH 'Ipar
1146 7056919152 ', 2271744.359 CH 5' CL
1147 705706 2404 2271732.78 CH 15' C ~"
L - ii
1148 7057271136 i 2271749 784- CH 17 C L - Impreciselpar
1149 705777.7206 2271719.716 771par
1150 ' 705814.3531 2271717,926 781par
__
Herring-Sutton & Associates, P.A.
Engineers -Surveyors -Planners
2201 Nash Street NW, Wilson, North Caroline 27896 [phone]
PTA NORTHING FASTING FLAG {~
1152 705889 3037 2271717.231
1153 705892 1998 2271726.684
1154 705926 4552 2271742.069
1155 705907 8832 2271792081
1158 705946-8212 2271754 501
1157 705982.4306 2271736434
1158 706033 5888 2271759 358
1159 706064 8352 2277761 746
1160 70609244 2271764.363
1161_- 706090.8148 2271792.012
1162 708118.4171 2277787 35
1163
_, 706163.3115 ~ 2271809.942
:1164 ; 706212.4916 2271795 898
1166 ` 706269.1088 2271803 431
1168 ~ 7063050466 2271619.256
1167 7063240338 2271874.753
'. 1168 - 706340.835 2271876.276

1169
~~- _
7063474619 .
~ 2271856.895
1170 706371.0508 2271863.589
: 1171 706390.2178 2271850.728
1172. 706445.9824 ' 2271844.713
1173 ' 7064729134 2271885.323
1174
_ 706514.7277 2271885.358
_
1175 ~ _.
706526.0697
2271899.645
1176 ; 706575157 2271894.657
1177 i 706619.4
986 2271855.975
1178 ! _
708685.8408 2271821.808
1179 ' 706727 2378 2211835.904

1180 i ...
1087500894
2271782.375
1181 1
_. 7068301528 2277657.757
1182 ' 706851.9066 2271668.982
1183 '.
_,; 706584.7225
___ 2271464.114
1184: 705196.1;758 2271260,874
1185 7051587237
.......... 2277326.931 '
1186 7051682576 2277358.009 '
1181 705149.82 2271400.913
1188
~~ 705155 7003 2271422.022 -
1189 705181 9566 2271427.59 ~~~
' 1190 705184.6494 2271461.347
1191 705175.605 2271493.583
1192 705164.9812 2271448.154
1193 705138.7106 2271450.485
1194 705129.4385 2271453.084
1195. 705794.8263 2271307.597
1196 705796.854 227173fi.664
1197 705757087 2271758~~~~~
,386

1198
705191.089 _.
2271774.199
1199
_. .. 705780.824 2271746.078

1200 :
705805.006 _.
2271752.207
1201 70584388 2271748.715
1202 ' 705858.639 2271752.485
1203 705881.323 2271785.791
1204 705923.476 2271775.744 '
- 1205 705919.157 2271756.704 '~
1206 706012.964 2271746.566 '
1207 706099.796 2271600.334 ~,.
1208 706178.135 2271600.52
1209 706236.563 2271796.346;
.
1210 706271.317 1
2271819.94 ;

1211 -
706437.029 ..
2271867 952 '0
121z
~ 7oe45san zz71so7.2n
1213 '~ 706544.139 2271914 301 f
1214 - 708694.322 2271880462
1216 - 706655.541 2271845943

1216 '_
706715.792 _
2271855.459 ~~~

1217
706751.145 _
2271811 809 ~
1218 706795.646 2271658.135 ~~~
1219 ' 7D6876fi47 2271640,404
_
1220 706937.447 2271600.688,
1221 ~ 706524 513 2271430 051
1222 706912 204_
1223 705211.665
1224 705185,774_
1225 705192.575
tt26 705184 578
1227 705177.234~~~~
80lpar _...
8llpar
B2ttch16 ~ar
.,,,,.,,.,.
ch 3' d rear __
CH 3'd rpar
CH 6' CL T{rar
CH 6 cl1 par
ch3'd aar
rh 4 d bar
di 3' d far
di 3' d bar ~'.
Hilltop Estates
Wilson County, NC
,j1pU11Urrh~r
,~`'~~N CAROB r°~.
~~~~~ESS/~~ /~9
Q SEAS 9~'.
it L-2609 ~: "
;~'~y~ SUR~F~~\~`;~
°TH1S CERDFlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED 6Y THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
JURISDICTION MAY BE PRESENT ON THIS SITE BUT HAVE NOi BEEN
DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY AE
RELIED UPON fOR A PERIOD NOT TD EXCEED FIVE YEARS FROM THIS DATE.
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL. ~~
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID _
Wetland
Delineation Map
Date December 2006
Scale Map No.
36390
Sheet No 7 of 7
227_0315.813 CH6~at
2271282,983. CH 3' CL
2271215.453 CH 5' CL
~m2271201642 CH 3' CL ~~
2271188.571 CH 4' CL
2271173.167 CH 5' CL
PT~J NORTHING FASTING FLAC ~

PERMANENT LINEAR IMPACT OF STEAM CHANNEL 113 LF SITif
-~C-_~ ~ T -r ~
J ~ TEMPORARY LINEAR IMPACT OF STREAM CHANNEL 21 LF
PERMANENT AREA OF STREAM CHANNEL IMPACT 338 SF ~ ~'
~ j
_
WATER TEMPORARY AREA OF STREAM CHANNEL IMPACT 64 SF
PERMANENT IMPACT OF LINEAR WETLANDS 31 LF ~
Nc,z _ryr,
N TEMPORARY IMPACT OF LINEAR WETLANDS 0 LF
PROPOSED NEUSE BUFFER ZONE 1 IMPACT AREA 6,277 SF A su a`D
=~
400 SF
PROPOSED NEUSE BUFFER ZONE 2 IMPACT AREA 3
,
Q
~
r
Cele
Nod t
\ + + o S
~
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\Di~, ~ LEVEL SPREADER /!1 ~o~1cN /
~/
P
0 \
SI
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' ~ `. LENGTH = 38 FT /
e
,
CHECK DAM
N
ti ~0~~ ~ ~`
~~
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TEMPORARY
\~... ImaACr ENERG~..,- ~ 1J J~"C1 E~P
DISSIPAT
P
LEVEL SPREADER #2 ,
+
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0
1
~
j 2
DESIGN FLOW CFS= 1.49 CFS ~ ~ 1~ v~~ /,c~
~ ~ ~
LENGTH = zo FT ~ \
S~oE °~ R ~~
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1
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05
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I I I
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fi0" RCP Pipe Invert 158.6' ~
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U~streom Side Chonnel Elevation o`1Ca ~' r LINEAR
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I ' FILTER
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P CHECK DAM
\;
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- OSGN ~
F
S~
, ~ Z~
LEVEL SPREADER #3 = ti
~~
'
'
DESIGN FLOW CFS= 3.88 CFS ~ ~
90
LENGTH = 51 FT 30' 0 30' - 60
// _ __ __
Date January 2007
_
Herring-Sutton & Associates, P.A. Hilltop Estates Neuse Buffer scale MaP No
Engineers - Surveyors - Planners Impact Map I" = 3D' asa9D
8887
27898
252
291 w11SOn County NC
~ t of 2
Sheet No
(
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-
2201 Nesh Street NW, Wilson, Noreh Caroline .

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DWQ Project No. 2 ~ ~ 7 ~ 2 ~ 3
DMSION OF WATER WALlTY -LEVEL SPREADER WORKSHEET (11x047}
I. PROJECT INFORMATK?N (please complete the foiowing information):
R-ajedNane: Hi11Top Estates
Contact Person: Donald Perry PhoneNmntrer: (2521 291-8887
Lsvel Spreader ID: # 1
Lsvet Spreader Length ~~_ ft.
Drayage Area g,.~ ac.
linpe<vious Area _..a,~,~,.._ ac.
Foretmy Atea '1 4 Q Cu it.
Maximum Filer SkiplBufier Sbpe 7,~, !6
~~
(perpendicular b Clow)
(on-s~$ and cif-site d~inage to the tenet spreader}
(on-site and otf~ite drainage b the Ievei spreader}
(0.2'96 of the oontributiitg impervious surface area)
(696 br forested, leaf ' oov~ar, 696 for ihidk ground Dover
Max. ascharge front 1'1Hr Storm ~ g, ~ cis
Max. Discharge b Level Spreader ~ g 2 ds
FiferStriprZ,one2BufFetVegetation mhirlr n,-,,,,nil
cover
Pre#ea6nentorBypassMChodUsed Cpl ; t-t-E•_r ROX
~. REQWRED ITEMS CHECKLIST
(titlClk growid Dower Or graSS; canopied forest 1Nitii t8~ ittsr
grotpldoowerj
Mitial in the slrace provided b indicate the toiowtng design requremer-ts have Been met aid supporting dokxamentation is attached Ka
requirentenf ties not been me# attach mr explartafion of why. At a mWmum, a oomplela stkxrnwater managen-ent plan submixat irx~udes
e worksheet for each BMP, design cations, plans and speaCrrations showing ai BtidPs and out-~ strtattK+e dais, a detailed
drainage Alan and a fogy exekxrted a>d maintenance agreaneitt An ktioompiete subrnitfat package w~ result h a request for
additional information and wip sufestantiaiy delay tinat review and approval of the proJek~.
..'can itiels
r,Projeot Site was vistlad prier b designing 1er+~ spreader.
~ v ii ~t"~ a t - ~~ - o^- boos of Mie S'tb visR. PLEASE ATTACH T~tE-DiATED OtGCTAt PHOTO pF EXISTtNCi BUFFER CONDITIONS.
ef~=l L,evet spreader is At least 13 it per ds br titiCk ground GOYS Or grass Or 6511 per cis to CalOpied forest wih leaf
fitterfor 50-bot buffer 50 in per ds to 100-loot Mrtfer, ar ~0 fl per ds for 150-foot buffer.
,~~-f Pre-Formed Scour Hales are on tiat scopes orgy.
--.~~'?- r No strudrr~es are bested in protected buffers (must meet no prac6cef attemati+nes cxiteria}.
Design Alternative ('d sty} aid Bypass method used:
;mfr. P BYP~ cxxn~eyawe meti~od is specified and plan details and calotdations are provided.
Alternative design. option is specfied and plan details and calcidations are provided.
~~ iischarge io least spreader and subsequent fi~-x strip is trydrautically and spaticly separate from the bypass
discharge.
~-- No structures ere located b protested buffers.
~~~.~. P Pfan detail for tiie bypass and outlets are provided.
,~~ .The operation and maintenance agreement k~cudes annul ern affil vegefation repair.
.~~ A The operation and maintenance agreement signed and ratarized by the responsible party is provided.

Ktc.c,-t'c~ ~ C-~7,aT~a
d08.._..______
HERRING-SUTTON & ASSOCIATES, P.A. SHEET NQ.___.......__..~. OF
2201 NASH ST. NW CALCULATED BY ~. DATE
WILSON, NORTH CAROLINA 27896
(252} 291-HHS7 GHEGKE08V GATE $
SCALE
Q ~`~f~ ~ ~~~~
(}. S'Z'} = Cbl h 1.~T's JAY b : 8'" - a.tG~c'~
~, ~ ~~ ~.
Q . LG 4~'~
Q.s'9` ~ ~
.S ~7 l~ = D • G ` a, F (~ `` 7"~ctc t~. t~.r Lit R
~ G.-k~~A~t~% ~ ~ r i. a C~4RQ4r 4 • S ~ ~~ ~c.µ~, t=~a.t r c. y
o aaax;cT ~7

LE`~EL SPREADER #1
5 Z 4" LAYER ^F
r{ 57 STONE
TYPICAL ^N FILTER FABRIC
CONCRETE CE`/EL 5°
SPREADER

ZONE 2 BUFFER ZONE BUFFER
-f 20 FT ~~3D Fi----
~ SOD c5' WIDE) ~
~~I -
II1~ III=III- =
I III-III IICIII I
II III III
III III III-1 7
~~ _
~ _
1
I
~
FLCIW BYPASS
STRUCTURE
~ ~

~
CLASS "A' °TONE
~HNNEL T^ FNIEa e
--
Ili L~1 LI 1)=W 1ll-II-
W W W-W
11 ll1-11~ I
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lll
llJ
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ll
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~
I ill III-III I I III lll= III
~II III IIF~II III III= III= ~
-
-
-~III
l
_ I III-I ; I I ~ I~-III I I I-LL IJ1 I I I~ I
III
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-
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~..~.
~
.

VIII III IIHI~III -III III
` .
.~
i
-
III II III ~I~III-IIHI~III III
wATERSMED ~
,
,
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i III-I I I°1 I I-III_ -I I F-1 I I I i=1 I G III-11 _' `iii I I U I I-III-11 ~
e
W ~W-11F= -111=
- JII=1 JIL-J - I -_- _~ttt-I ~I I I ~'
I-= .24~
II-III-I11=1TI=IIIJI- I

II
~

i
III-H~=III- I I
FfL.TER FABRIC II_IIj-11L=I SAND - -

CLASS -A- sroNE
N
I I

~
WA FLOWED FOREBAr~ - - - ~ ~m
12' WIDTH ~ - - - ~ ~
~~
5'-6" INLET PIPE
18° RCP I , _ ~ ~ ~~~

I MANHOLE W/COVER

I I
a57 STONE

TER N

PRIMARY ^UT
"
LET I I SPUTTER BOX REINFORCED II
cHANNEE p - ~ABRIC I-
s
15
RCP 42" HIGH INSIDE M ~j 1
~
---L- I - - i1
I
3'-~• II
UNDERDRAIN-SIZED
- -

~ _ _
~ /
FOR SITE SOIL
C(JNDIT]ONS-DRAIN

_
- I
~~
/ ~
i I 1NT^ BYPASS SWALE ~ ~ ~
~ ~ I B" THK
~ I I SECONDARY ^UTLET II
IIp - - - /
/ U~
I A18" RCP
6" THK WEIR
TORBAY 0.6' HEIGHT
CLASS 'A" STONE CEVEL
SPREADER uP~ -
I -
Channel is to be
_
3' depth with 2'
bOt tOl'l and 2'~1
'~ "~
--
sideslopes NNTE EORBAY IS I' AT THE BACK END CLOPING TV
;
4
."~ 3' ^N THE ERUNT S[DE (PORT.INN CLUSEST T^ THE
INLET)

NIJTE~ TORBAY IS T^ BE LINED W[TH CLASS B
~'~_.-;
ki?~'' RIP-RAP WITH FIL TER FABRIC UNDERNEATH

SPUTTER BOX ~ STREAM
DETAIL

.Herring-Sutton
& Associates., P.A.
Hilltop Estates
L
l S
d Date Tan nary 20D7
M
n
-
Engineers - Surveyors - Planners
2201 Neah Street NN
Mibon
North Caroline 27898 (252
291
8887 W11SOI1 County 1VC eve
prea
er
Detail sale ~
~
ai
___~3~i91?
,
, )
- ~ Sheet No. of

Jdl I JV V / V0.4°4G fl Ct I11 IC~~JUIIVI IOCHSJVti. L.CJGG~ 1 :J.7VV v , 4 I v ' FJ L µ L / /
LEVEL. SPi2EADER OPERATION AND MAINTENANCE AGREEMENT ~}"/
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and anti{ vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected of least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shalt be removed. and nepai-s made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s)_
c. A level eleva#ion shall be maintained across the entire flow spreading structure at all times.
Repair ar replace the level spreader if it is damaged.
d, Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If fhe measure is damaged by cons#ruction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that 1 am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name• ~i0!/~ ~ ~~Air~
Title: ~ Gr~,."I r't~
Address' ~6~.5~ ~~A~',L° r~.o~ /~1N~i /J/. G .:z ~5~~~-
Phone: ~ ~ ~ - o-,-- ~ ~ ' ~ ~/ ~ 6
-~
Signature~~,~~~~.%~
Date: G('/ ,.30 /~O~
Nate: The legally responsible party should not be a homeowners association unless more than 50% of the
la#s have been soil and a resident of the subdivision has been named the president.
I, ~ uU 'f2c"V; ~ i2 P iN ~ 0 11y , a Plotary Public for the State of d ~ I U
County of ~ u ~ ~~ O G h , do hereby certify that ~ P ~ ~ ~ d /~ ~ j1 /ti1 ~
personally appeared be#ore me this ~ d day of ~!~ NU P2y b0 ,and acknowledge the due
execution of the forgoing wet [wetland} detention basin maintenance requirements. Witness my hand and
official seal,
AUT3I~EY ~R,~.NDOl~
Notary Rubtic, State of Ohio, Cuy. Ctp:
MY ca~n~.i~ssion exoir~.~ R~t~. a. 207
SEAL
My commission expires
PacrP 1 ~,F 1

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RWQ Project No.
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007}
I. PRO.~CT INFORMATION {please rx~mpiete the fallowing in~rrnation):
Project Name: HilllTop Estates
t,ontact Person: Donald PA rr~ Ptpne Numb: t~ `~2L? 9 2 -ii S S 7
level Spreader lD: # 2
level Spreader lengtl~ ~ n ft.
Dr~nage area n _ g 4 ac.
Impervious Area n _ 1 ~ ac.
Foretx~r Area ~ p cu 1t
Maximum F'~Itsr S6ipiBufler Sbpe _ ~ ,~ %
grass
(perpend'~cular b 11ow}
(on-site andoff-site drainage to the lev~ei spreader)
(on-site andoff-site drainage to the tee spreader}
{a.2% of the oonfributing impervious surface area)
(6% for forested, lest littler cover, 8% for thick ground Dover
Max Discharge from 1'Mr Scam 0 . Z S 2 Ids
Max Discharge b teal Spreader ~ . ,~ ~ ds
Filter Ship/ Zone 2 Buffer Vegetation Th 3 r k ~rnund (thick ground cover or grass; carapied forest with leaf fitter
cover gramdcavarl
Pre-treatment of Bypass Mettwd Used n ~~
IL REQW1iED ITEMS CI~CKLIST
Mitial in the specs provided b indicate the tnpowilg desi~ req~drements have t~ met arKi suppa~ting documentation is attac~ied. Na
requfrenrertt has not-teen melt attadr err explarratlorr of ~ At a m~imum, a complete stamw~sr management plan submfi#al includes
a worksheet for each BMP, design cafculaticns, plans and speaficafians showing atl BMPs and oult~ st~xtcr;e detais, a detaied
drakrage plan and a fully executed operedon and mabtsnance agreement An irxromptate submittaat paolcage wiq tit h a request for
additional information and wiN substantially delay final review and approval of the project.
Anoticm~tL rtrbj}i 'e~
} ~~+ Project Sits was visited prlar b designing level spreader.
tu->s ~ is ~r ~ o I - L ~at8 of ttte Sits visit PtFASE ATTAGN TIME4QATtcD [NGiTAL PNaTO t?F EXISTING BUFFER CONDITiaNS.
B~. / lswel spreader is at (east 13 ft per cfs for thick ground rawer or grass or 65 R per cfs in canopied forest wtlh b~
it~r for 50~oot butler; 5t) ft per cis for 1t70-foot t~rffer, or 4011 per as #or 150-foot twffer.
,,k~a~-fir Pre-fom~ed occur !•folas are on fat sieges only.
g ~ !~ Na structures are bated ~ prolscked buffers {must meet no prac~c~ dternativas aiteriaj.
Oesigrr Altemalive {if anyj and Bypass meltxrd used:
/~ Bypass oonveyarx.e method is speafied and ply detafis and calculations ens provided.
Alternative design option Is specified and plan details and c~culatans ors provided.
~-.-~ Discharge b level spreader and subsequent fitter scrip is hydraulic~ly and spatially ~parafe from the bypass
~~ ~ discharge.
Na structures are lotted in pratacted butlers.
.~"`~-1 Plan details far the bypass ~d outlets are provided.
_The operation Ind maintenance agreement irwkrdes annual erosion and vegetation repair.
T 9..~~._, The operatia~ and ma~tenanoe agreement signed and notarized by the responsible pasty is provided.

LEVEL SPRE~kDER 2
- S 2 4' LAYER OF
p 57 STONE
TYPICAL CIN FILTER FABRIC
CONCP,ETE LEVEL- 5"---
SPREADER
II I III=III=1 =
III III-III I I ~I I I-I III I I I I I
II W ll=1 III-1J1--I - 1 __
III III=111 II~III ll1-L- 2a' `~.° ~- °• II II-ILI lll-I 11-1-
1 1 1 III I I1-II I III III-III- I I-I I° I I I~ I I III III-III-III-III-I
I I III-III-III-I I ~I I I=1 11= -III- I=1 I I=1 ;. I I-1 I I=1 I I=1 I I~ I ~I I I=11 I=1 I
I I I I L-III-III III-I11= I I1-I I I I1=1 . N-I I CI I I I11=III=I I II-I 11-
1 1 1 III=1I I I I PI I1= I I1-I I II III I1=1 I I e 11=1I I III-I I ~I I I-1I I-
--W=W=W- - -W=111 ~_ ~ -W- - -11i=L11= =W° -
-1L=lll-IL~ =W= - - _ - = W-ilie°
I-III-1 -III- I -_ .? 4_ I I I I-
~I=m=nl-ur=m=1 -
FICTER FABRIC III ~IIIII I ~ I ~I III- SAND
CLASS "F" STCINE
ZONE 2 BUFFER ZONE ~ BUFFER
-- 20 FT --~~~--3D F1--~
-~~ ~
J\f

FRAM-~
I
I I
\
WATERSHED _ ..
I I
\
M D
I
II

FOREBAY ~
~ I
1 ~~ A
3' WIDTH c ~~~
L
~
n57 STONE ~,
~
^N FILTER ~
~
REINFORCED c - FABRIC
\
CHANNEL i~ 3
o

_ _ ~~ ~I
- /~

/
,
i/I ,
.. _ i
/
c ~

LEVEL " I
SPREADER LIP
~' ~
NOTE: EORBAY IS I' AT THE BACK END SLL7PING T^
3' ^N THE FRONT SIDE-(PORTION CLOSEST T^ THE
INLET)
NOTE: EORBAY 7S T^ BE L]NED W]TH CLASS B
RIP-RAP W[TH FILTER EAERIC UNDERNEATH
ry zoo
erring-Sutton & Associates, P.A. Hilltop Estates Level Spreader oo`s~ili~'~~"a~ ti;~~ moo.
Engineers - Surveyors - Planners Wilson County NC retail __ -- ~63~°_ _
2201 Nech Slreet NW, Wilson, North Caroline 27888 [phone] ~ Sheet No. or

,tan :~u u/ ur5;~+4a Herring-~uttoncxHSSOC.
Gotcyioyu~
LEVEL. SPi2EADER OPERATION AND MA1NTEtVANCE AGREEMENT ~ ~
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreaders} shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at /east every m onth and more
frequently during thefall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreaders}for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level eleva#ion shall be maintained across the entire fiow spreading structure at all times.
Repair or replace the Level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surtace.
e. Repair eroded areas and replace/replant dead or damaged vegetation,
2. The contractor should avoid the placement of any material on'and prevent construction traffic across
the structure. If the measure is damaged by cons#ructivn traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap).four (4) tKnes a year
to maintain proper functioning. ,.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any pfoblems with the system or prior to any changes to
the system or responsible party.
t'rint name: :~~-v, ~ B,~z,o~-~ .. . .
~~ ~~
Address:-- ~~S9~F~~iy,i° /\r~.~crl krn~ ~~~ C-
-1- -~c75' O ~y~
Z
Signature:. ~~~~~o~~--~
Date; ~ / O `'
Nate: The legal y responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and appresident of the subdivision has been named the president.
t, ~'~ h N0.0 PD a Notary Public for the State of D ~ ~ 0 ,
County of ~`_~_I~~c~ ~ n , do hereby certify that ~PV c (~. ~J (~ tp M(-
per~onatly appeared be#ore me this ,._,~ ~ day of Tf~ YV tl, fP(Z4 %Z40 ,and acknowiedge the due
execution of the forgoing wet [we#land] detention basin maintenance requirernenfs. Witness my hand and
official seal,
ra~,~~
SEAL
AtrLht2EY ~3RANL70N
Notary Public, -State of Ohio, CuN, n„
AAv ccsrs~s::~ia~siun ext~rtes ^t~.-~, ;3.
My comrr~issivn expires
Patrr 1 nr 1

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20070 2 ~ 3
DWQ Project No.
[}IVIS~N OF WATER QUALITY -LEVEL SPREADER WBRKSHEET (1tZ007)
I. PRO.IECT INFORMATION (please complete the fogowing information}:
PI'ojectName: Hi17TnD F.ct-~}'pG
Contact Person: _ Donald P P r r~ Phone Numbs: ~~ 1 ~~ 1 ~ $ .,
Level Spreads' Id: # ~
Level Spreader Length 51 it.
Ikalnage Area ? _ ~~ ~-
impervieus Area n 3 7 ac,
Forebay Area g ~ qJ ~-
Maximum Fits Str1p/Buffs Slope 7 ~ %
Max. taisdtatge irom 1%Fir Storm n , 7 9 ? cfs
MeX. t>tSChargd b Level Spreads '{ i R R CfF+
F'~Its Strip! 7Ane 2 Buffer Vegetatiat m~,,,~ r r r~„nd
Cover
(pspenduarlar to flow}
(on-Site and Off-Site (irainage t0 the level SpfeBder}
(on-site and off-site drainage to the level spreads)
(0.296 of the contrilwting imperviars surface area}
(696 for forested, leaf IitUer cove, 896 ~r tttidc ground cove
(tltidc ground rove or grass; canopied forest with leaf fitfs
groundoovs)
Pre-tireatment or Bypass Method Used
p. RC-ttUfREO ITEMS CHECKLIST
Inflial in the space provided b indicate the fo4ow~g design requ~ements have been met and supporting documentation is attached. If a
requirement has not been met; affacfi an explanaf<on of why. At a minknum, a complete s#amwater management plan submittalal dudes
e worksheet for each BMP, design c~culations, plans and speciftcations ehowxig all 6MPs ~doutl~t swc~e detatis, a detatied
draa~age plan and a fully executed cperatara std maa~tsaanoe agreement. An incornpEete submi#~ package wia result ~ a request for
additirxtal ~rformation and wiq subs#antialy delay final review and approval of the project.
Aot>ticant~ Initials
.b`~ r Project Site was visited prior tC designing bvet spreader.
Ct.~sa i~s,t~ .....fit - -#'' _,,,_Date of the Sits visit. PLEASE ATTACH TIME-[~iTED bIGITAL PHOTO t7E EXISTING BUFFER CONDITtQNS.
Level spreads ~ at least 13 tL per cis inr thick ground cover or :grass or 65 ft ps cfs in canopied forest with leaf
titter ~' 50-=Foot buFfifer; 50 ft ps cfs ~r 100-toot ter, or 40 ft, per cfs br 15()-fait btdf
_.~~*-t' Pre-Formed Scour Holes are on flat sloes only.
~~ No structures are bcatedin protac~ect but~rs {must meet no pradicai ~tsnatives criteria}.
Design Alternative (~ any} and Bypass method used:
~ Bypass oatveyance rr~thod is speoified and plan details and cakxtations are provided.
Atemative design option is specified and plan details and calculations are provided.
.~~-;~ CNscharga to ietiret spreads and subsequent filter str~ is hydr~licaly and spaGafly separate from the bypass
discharge,
_.-I~ No Structures are bca#ed in protected buffers.
,~ ~- /'~ Plan details for the bypass and outlets are provided.
_ .9~.-- P The opsation and maintenance a~eerr~nt includes annuat sosion and vegetation repair.
Q r~.,~_The opsation and maintenance agreement Signed and notarized by the res~ponsib~ party is provided.

LEVEL S~I~Efi~dEE~ ,~3
5 ~ 4' LAYER ^F

TYPICAL a 57 STONE
^N FILTER FABR]C
CONCRETE LEVEL -- 5"-y
SPREADER
M
SOD (5' WIDE)
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FILTER EABR7C II-I~=- III SAND
CLASS "A" STONE
Herring-Sutton & Associates, P.A.
Engineers - Surveyors - Planners
2201 Nesh Street NN, Kilson, North Caroline 27898 [phone]
ZONE 2 BUFFER ZONE ~ BUFFER
-20 FT -~f-30 FT -
\
1

FROM -
wATERSHED '
D
FCIREBAY ~
~~ ~
4' WIDTH >
- ~

> C
p57 STONE
oN FILTER
REINFORCED e FABRIC v
CHANNEL 3
~ _ _ i _ I
___
D
D 1
/ /
VV
LEVEL
~ -
SPREADER L1P
NOTE EERBAY ]S 1' AT THE BACK END SLOPING T^
3' ON THE FRONT SIDE,CPORT[~N CLOSEST T^ THE
INLET>
NOTE EORBAY ]S T^ BE L[NED WITH CLASS B
RIP-RAP W[TH FILTER FABRIC UNDERNEATH.
Hilltop Estates
Wilson County, NC
Level Spreader
Detail
Date January 200
Scale ~ T M-ap No.
_~_3639D
Sh eel Nu. o!

Jan :su u,' uu:4y-a herring-~utcona~,yssoc.
coccmiayuu
LEwEi. SPi'2EADER OPERATION AND MAINTENANCE AGREEMENT ~.3
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater~runoff_
Maintenance activities shalt be pertormed as follows:
1. After construction and until vegetation has been established, level spreader(s) shaft be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected of least every month and more
frequently during the fall season acrd after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shat! be removed; and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows dawnhil( from the level spreader(s).
c. A level elevation shall be maiintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface_
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on acid prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4J times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that 1 am responsible for the performance of .the maintenance
procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: '~,yv~ d ~~c'.~4~yj,r
Title: d f~~ ~ J2
Address: X659 ~,~Z.v~,~ RDACd ~~n~ /'/. C. z i~-S
~a ~~ ~
PhnnP- .,^~J~ ' ~ ~f
Signatur ~ .
Date: D//3v `~~~
Note: The legally responsible party should not be a homeo~rners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
!, f~ ~ ~ ~ P tV ~O lJ a Notary Pu blic for the State of ©~'~ (. ~
a ,
County of ~ll~ '+P-~OG 1~ do hereby certify that f7AV ~ C~ r~ Q P YV~G
personaNy appeared before me this ~ t~ day of _ ~ iV iAiP•RM , o~ I ,and acknowledge the due
execution of the forgoing wet [wetland) detention basin maintenance requirements. Witness my hand and
official. seal,

S E}~L
AiJ1~REy BRANDON
Notary Public, State of Ohio. Cuy. Cqr.
My cra~ora~isKSion ~x~tie~se °u~. A. x!1(17
My commission expires
pave ~ ~f ~

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