20061139 Ver 1_More Info Received_20060815

.~
~ Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
August 15, 2005
S&EC Project #9477.W2
DWQ Project #06-1139
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly/Cynthia Van Der Wiele/Lia Myott
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604 ~ n~nr~ n
Re: Reply to the Division of Water Quality's Request for More Information
The Woods of Blair Hill Subdivision-EXPRESS REVIEW PROGRAM ~ ~ ~ r,; t ;, / ~;uh
Wendell, Wake County, NC ,
To Whom It May Concern: '~F'`~1-~+~F~ti ` ~ rC;~~ ~ ~?~=0
The purpose of this letter is to respond to your Request for More Information letter dated August 10, 2006. The
original questions/requests are copied below as they appear within letter and are then followed by our response. In
addition, because of an inconsistency within the original PCN and impact maps, a revised PCN is also being
resubmitted.
Additional Information Requested:
1. Wetland, Stream and Buffer Impacts:
a. Please be advised that the 401 Water Quality Certification/Buffer Authorization will require deed restrictions
on all lots bordering streams, riparian buffers, and/or wetlands.
As per condition #16 within General Water Quality Certification (WQC) 3402, we are aware of the deed
restriction requirement. However, please understand that it is typically not practical to file these deed
restrictions/notifications within 30 days of the issuance of the 401 Water Quality Certification or 404
Nationwide Permit Verification as stated within condition #16 of WQC 3402, developers need final approvals
from the local municipality of the proposed development before lots can be recorded and final approvals
cannot be obtained until after the approvals from the USAGE and the DWQ. We would request that the
DWQ incorporate the deed restrictions utilizing an alternative condition that is often used with 401
Approvals stating the following:
Deed notification or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http:h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as
appropriate to suit to this project.
b. Plan Sheet 1 depicts construction envelopes extending into riparian buffer zones. Current riparian buffer
impacts (not including envelope impacts) are listed as 0.272 acres, which is allowable under the Neuse Buffer
rules. However, additional impacts while clearing/grading within the building envelopes could trigger
mitigation.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawn~ale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

As per request 2.f, building footprints for the requested lots have been added to the site plan. In addition,
even though clearing and grading is allowed within Zone 2 of the riparian buffers, no impervious structures
will be constructed within the remaining, un-impacted riparian buffers for this proposed subdivision and
deed restrictions will be implemented within the project property boundaries for future home owners.
2. Diffuse Flow Requirements/Stormwater Management:
a. Please include the contours on Sheet 3 in order to evaluate your diffuse flow provisions.
As requested, contours have been added to Sheet 3 to better evaluate the diffuse flow provisions.
b. Please remove level spreader #2 to outside of Zone 2 of the riparian buffer.
As requested, level spreader #2 has been removed outside of Zone 2 of the riparian buffer.
c. Level spreader #3 is undersized for the discharge indicated.
As requested, level spreader #3 has been properly sized.
d. Please include a typical detail for the level spreaders and preformed scour holes.
As requested, a typical detail for the level spreaders and preformed scour holes has been submitted.
e. Please depict permanent drainage easements on a plan sheet and record on all affected lot deeds.
As requested, we have changed the language to "permanent drainage easements" on the plan sheet and will
be recorded along with all deed restriction at the Wake County Register of Deeds before any impacts take
place to jurisdictional waters or riparian buffers.
f. Please depict building footprints for lots 1, 6, I1, 12, 19, 20, 22, 23 and 24. DWQ is concerned about the
proximity of the houses and backyards to level spreader and/or riparian buffers on these lots.
As requested, building footprints have been added to lots I, 6, 11, 12, 19, 20, 22, 23 and 24.
g. Operations and Maintenance Manual:
i. Please explain what you mean by `private drainage easement". DWQ is concerned that access level
spreaders and other devices for routine maintenance and inspection is legal and accessible.
The Operations & Maintenance Manual and the Erosion Control and Grading Plan (Sheet 3) have both
been revised to state "drainage easement" rather than "private drainage easement" to allow access for
routine maintenance and inspections.
ii. Please include a replacement schedule for the treated wood level spreader lips; wood is susceptible to rot
and other problems. The devices need to be maintained in perpetuity.
The treated wood level spreaders have been changed to be concrete level spreaders, please see Operations
& Maintenance Manual Section 1.2.1.
iii. Please explain the use of biannual "minimum IOOO lb/acre "fertilizer applications in a NSW and 303(d)
listed watershed without performing soil nutrient analysis testing. DWQ will support the use of a one-time
application after construction and in locations that require reseeding.
The biannual fertilizer applications have been modified to a ONE TIME application of fertilizer if
necessary; please see Operations & Maintenance Manual Section 1.2.4
2

We anticipate that this answers all of the DWQ's questions in order to complete the final review process fora 401
Water Quality Certification. If you have any further questions or any additional explanation is needed, please don't
hesitate to call.
Sincerely,
~~~I~~~~, 1 c~
Debbie Edwards
Environmental Specialist
CC:
Joe Lyle-Millridge Companies Incorporated, 818 S. White Street, Wake Forest, NC 27587
Attachments:
1) Revised PCN
2) Impact Maps (sheets 1, 2, 3 & 4)
3) Level Spreader Worksheets
4) Overall Site Plan (sheets 1-6)
5) Operations & Maintenance Manual
3

Office Use Only: Form Version March OS
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
1. 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: 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 Coa (~~? f
Environmental Concern (see the top of page 2 for further details), c kgi~;~~~.` ~ r C'
~J
II. Applicant Information AIJr ~ 5 X006
L~kNFt - w~,i th t~uH~ITY
1. Owner/Applicant Information WETLAIVpS A1VD STQRMWAI'~R ~gANCM
Name: Millrid eg Companies Incorporated (Attn: James M. Adams, Sr.L
Mailing Address: 818 S. White Street
Wake Forest, NC 27587
Telephone Number: 919-556-5418 Fax Number: 919-556-6672
E-mail Address:
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: Debbie Edwards- Soils and Environmental Consultants, PA
Company Affiliation: Debbie Edwards
Mailing Address: 11010 Raven Ridge Road
Ralei~,h, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: dedwards(a~sandec.com
Page 1 of 9

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: The Woods of Blair Hill
2. T.LP. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1783-44-9147, 1783-54-3219, 1783-54-7392
4. Location
County: Wake Nearest Town: Wendell
Subdivision name (include phase/lot number): The Woods of Blair Hill
Directions to site (include road numbers/names, landmarks, etc.): 64 East (businessLright
on SR_1003, left on Lake Glad Rd. (SR 2358), property located on the east side of Lake Glad
R~500 feet from road,~approximately 1,075 feet north of its intersection with Old Nowell
Rd.
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): 35.7657 °N 78.3775 °W
6. Property size (acres): +/- 40 acres
7. Name of nearest receiving body of water: Buffalo Creek & UT to Buffalo Creek 27-57-16-
(3), C; NSW
8. River Basin: Neuse River 03-04-06
(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 existing conditions on the site are forested and
agricultural. The general land use in the vicinity of the project is residential.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: The
proposed~roject is for a residential subdivision with permanent impacts resulting from the
installation of a road these impacts are necessary for accessing the entire property. Heavy
equipment typically used for road construction and excavation will be employed for this
project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
additional housing for the area. Proposed impacts to jurisdictional areas are needed in order
to gain access to the entire property.
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 USAGE 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. On March 31, 2005, S&EC conducted a detailed wetland delineation and
Neuse River Buffer evaluation on the entire site. On June 28, 2005, Mr. Eric Kulz with the NC-
DWO conducted a site visit to confirm our buffer determination (NBRRO OS-173). On Jule
2005, Mr. Thomas Brown with the USAGE conducted a site visit to confirm jurisdictional
features and to determine important vs. unimportant jurisdictional waters, the wetland survey
was submitted to the USAGE for signature on June 22, 2006, S&EC has yet to receive the signed
copy of the Jurisdictional Determination.
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 at this time.
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.
Page 3 of 9

Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be 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: Proposed permanent impacts
include 103 linear feet of perennial/important stream channel, 48 linear feet of
intermittent/unimportant stream channel and 0.03 acres of wetlands.
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 #2 Permanent/Road Herbaceous-headwater No +/- 120' 0.03
Crossing wetland
Total Wetland Impact (acres) 0.03
3. List the total acreage (estimated) of all existing wetlands on the property: 5.26 acres
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
perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma) Before Im act (linear feet acres)
Impact #1 UT to Buffalo Creek permanent-Road perennial 11' -12' 103' 0.033
Crossing
Impact #4 UT to Buffalo Creek permanent-Road Intermittent 14' - 15' 48' 0.019
Crossing
Total Stream Impact (by length and acreage) 151' 0.052
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
Page 4 of 9

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.052
Wetland Impact (acres): 0.03
O en Water Im act (acres): 0
Total Impact to Waters of the U.S. (acres) 0:082
Total Stream Impact (linear feet): 151
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
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 USACE.
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 maybe 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 applicants requested S&EC to complete a detailed, wetland delineation on the entire site,
to aid in developing a site plan that would avoid & minimize the impacts to the maximum extent
practicable. Proposed impact #'s 1, 2 & 4 are necessary in order to access the property; the
property owner was required to purchase an easement on the adjacent land to access the property
from a state road. The riparian wetlands adjacent to Buffalo Creek and Buffalo Creek 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
Page 5 of 9

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
mitigation as proposed. Examples of mitigation that may be 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.
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.
In similar situations in the past where stream impacts are less than 150 linear feet to
important/perennial streams or that temporary impacts to unimportant/intermittent streams
have occurred, stream mitigation is not required by the USAGE and can not be required by
the NC-DWQ, therefore mitigation has not been proposed. However, if mitigation should be
required then the applicant shall utilize the Ecosystem Enhancement Program.
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
Page 6 of 9

Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
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 .0233
(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 multipliers.
IMPACT #1 (permanent road crossinal
Zone* Impact
(s uare feet Multiplier Required
Miti ation
1 5,142 3 (2 for Catawba) N/A
2 3,500 1.5 N/A
Total 8,642 N/A
[MPACT #3 (tem orar utilit crossin
Zone* Impact Multiplier Required
(s uare feet) Miti ation
Page 7 of 9

1 1,415 3 (2 for Catawba) N/A
2 960 1.5 N/A
Total 2,375 N/A
IMPACT #4 (permanent road crossing)
Zone* Impact
s uare feet) Multiplier Required
Miti ation
1 1,871 3 (2 for Catawba) N/A
2 2,052 1.5 N/A
Total 3,923 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 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 reauired because all proposed riparian buffer impacts are considered
"Allowable".
XI. Stormwater (required by DWQ)
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 proposed plan is for a residential subdivision with lots ranging in size from 20,000 ft2 to
61,130 ft2. Attached is an impervious breakdown for your review.
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.
The development will connect to the Town of Wendell sanitary sewer system. The Town will
ensure that the capacity of their system is not exceeded.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Page 8 of 9

Is this an after-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 Policy, Cumulative impacts and the 401 Water Ouality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3 2002 version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. The Woods of Blair Hill does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts. We anticipate that
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).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

DWa Project No._ ~ - L) 3°t
DIVISION OF WATER Qt1AU'TY • LEVEL SPREADER WORKSHEET
I. PRWEC71Nf-OtiblATtON (please complete the topowing information):
Project Name : .~! ~°~~ F x- ""~°
Contact Person:
Level Spreaoer ID:. gyp. I L~~~~~
lave! Spreader Length ~/~~ ft•
Drainage Area _ ac.
Impervpus Area ~q ~ ~
Maximum Fitter StriplButfer Slope .+- %
grass
Max. Discharge from a 14 Year Storm (3.Z.S _ cis
Maz. Discharge to Level Spreader _ ~_~~--c~
Filter Strio/Buffer Vegetation
Fhone Numt~er:
(perpendicular to flow)
(on-site and ofl-site drainage to the tewl spreader)
(on•site and of(-site drainage to the level spreader)
(6% for forested, {eaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf litter
groundcoverl
Pre-treatment or Bypass Method ~
REQUIRED ITEMAS CHECKLIST
!n;tial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
r,aquirement has not been met, attach an explanation o(wty. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMF, desgn calculei;ons, Plans and speafications stwvving all BhtPs and outlet structure details, a detailed
drainage plan and a lolly executed operation and mantenance agrearnent. An incomplete submittal package w;ll result in a request for
additional informstion and will substanfially delay fnal review and aRproval of the project.
~plicants Initials
~~~~Level spreader is at least 13 h. per cis for thick ground cover or grass or 100 ft per cfs ;n canopied forest with leaf
litter.
~, Pre-Form Scour Holes are on Aat slopes ony
~. ~ No structures are located in protected butters'
If bypass method specified in the Dratt Level Spreader Design Option Document:
~1(Qr -Bypass method is specified (ff apphhcable) and plan details and ca~ulations are provided
(~}(pr Discharge to lave! spreader and subsequent filter strip is hydraul;cally and spatiallY'separate from the bypass
discharge.
No structures are located in protected buffers.
~(,~} plan deta~s for the bypass and outlets a-e provided.
~-- ~(!,J Ifs The operation and maintenance agreement includes annual erosion and vegetation repair. ' rovtded
The operation and maintenance agreement signed and notarized by the responsible party 's p
'Level spreaders in series can be used on slopes of up to 154ro in forested areas with leaf littler cover or on sbpes of up to 25% in areas
with thick ground cover or grass rf designed according to the Drag Level Spreader Design Option Document. This potentially requires e
minor variance in protected buffer areas. In any event the second level spreader c8nnot be boated in Zone 1 of a protected buffer area.

DWQ Project No. ~~ ~ `I `~- `
pIVIStON OF WATER QUALITY - IEVEt. SPREADER WORi(StiEET
I. PRWECT tNFORM,4TlON (please complete the foQowtng~ formatic
Project Nape : - ~ -~~ Phone Number: L`'31R } ~ } - 080 y
Conlad Person:
Level Spreaoer !D' , # L. ~P~'~ (~)
l.eve! Spreader length 16 ft. (perpendwular to flow)
Drainage Area ~_ 3•~L - ac• jor--site ~ off-site drainage to the tev.l spreader)
Impervious Area ~ l . ac. (on-site and off-site drainage to the level spreader)
Maximum F~ter StriplBu(ier Slope o % (tip for forested, leaf littler cover, $% For thick ground cover)`
grass
Max Discharge from a 10 Year Storm I Z . 82 cis
Maz. Discharge to Level Spreader _~~ cis
Filter Stripl8uffer Vegetation (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or bypass Method
REQUIRED ITEMS CNI:CKLISi
Initial in the spax Provided to indicate the fotbvrng design requirements have been met and supporting documentation is attached. 1f a
n3qufriment has not been met, attach an expfanalion of wtiy. At a minimum, a complete stormweter management plan submittal includes
ons sho•,erirtg all 6htps and outlet sGrjcture details, a detailed
a worksheet for each SMP, design ealculetions, plans and spep~cati
drainage plan and a fully executed operatial and maintenance agrearr>ent. An ir>canplete submittal paekaga will result ir. a reauesl (or
additional information and will subs+.antiatfy delay final review and aPprvval of the project.
Applicants Initials
~--Level spreader is at least 13 ft. per cis for thick ground cover or grass a 100 ft per ds in canopied forest with teat
finer.
Pre-Form Scour Holes are on flat topes ony
No structures are boated in protected buffers`
ff bypass method speafied in the Draft level Spreader Design Option Document:
~ ~gypass method is specified (if applicable) and plan deCls and calculations are provided
~ Discharge to level spreader and subseQueM filter strip is hydraulically and spatially-separate from the bypass
discharge.
t~ No structures a-e located in protected buffers.
Plan details for the bypass and outlets are provide4_
~_____The operation and maintenance agreement incArdes annual erosion and vegetation repair-'s rovtded
~ /{, The operation and maintenance agreement signed and notarized by the responsib4e party p
' Level spreaders in series can be used on slopes of up to 15% in forested areas widh leaf littler cover or on sbpes of up to 25% b areas
with thick ground cover or grass if designed according to the Draft Levei Spreader Design Option Document This po~ndally requkes a
mina variance in protected twffer areas. In any event the second level spreader cannot be boated in Zone 1 of a protected buffer area.

oVYQ Projea No. 0~ - I
plVISION OF WATER QUAU'TY • LEVEL SPREADER WORI(SHEET
I. PROJECT I-~FOR~AATION (please complete the toUovdng information)'
Project N~~~e : ~ ~nr~DC d~ 2 ~- 0808
Contact Person: - Phone Number: L9.19.-1--~~
Level Spreader ID' , &3 ~.(~t ~, ~>
Level Spreader Lerx~ih jPS3.z ft. (perpendicular to flow)
Drainage Area ~ 0- ~~. ~• (an-site ~ off'site drainage fA the lev_I spreader)
Impervious Area _ 0 3~ ac. (on•site and off-site drainage to the level spreader)
Ma>amum Fitter Stripl8uifer Sbpe % (&°fo for forested, leaf littler cover, 8% for tti~Ck ground cover)`
grass
Mau- Discharge from a 14 Year Storm 3 - If-f' cfs
Max. Oiscttarge to Level Spreadet _~~.~= c(s (dick ground cover or grass, caropied forest wish leaf litter
Filter Strip/Suffer Vegetation ~~~ ~`' - gr~ndcover)
Pre-treatment or bypass Method N~
R>:Qt11RED REGIS CNECKLISi
$~tv~Jp6 ~+~s.
!n;tial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. 1f a
requirement has not been met. attach an euptanatan of w1sy. At a rniriunum, a complet~l ~ Ps~and outlet structure deter s~ a derailed
a worksheet for each SMP, design calculations, Plans and specifications sho•,ving
drainage plan and a rutty executed operation and maintenance agrearnent. An icxornplete submittal packager will result in a request for
additional information and wilt subs±antially delay fa~al review and approval of the project.
AoDlicants Ini~
Level spreader is at least 13 ft, per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
',~ Pre-Form Scour Holes are on flat sbpes ony
No structures are boated in protected buffers'
If bypass method speafied in the Draft Laval Spreader Design Option Doaament:
Bypass method is specified (if a,ppGcable) and plan decd-its and calculations are provided
~ (~pischarge to level spreader and subseCuent filter strip is hydraul;c:aly and spatially`separate from the bypass
discharge.
~ No sWctures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repa;r. ,s rovided.
~..7/~. The operation and maintenance agreement signed and notarized by the responsible party p
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on sbpes of up to 25% in areas
with dick ground cover a grass it designed accotding to the Oran Level Spreader Design Option Document. This potentially requires e
mina variance in protected buffer areas. In any event the second lave) spreader cannot be boated in Zone 1 of a protected buffer area.

DWQProjectNo._ ~~ _ ~~J I
DIVISION OF WATER ~ALiTY -LEVEL SPREAD€R WORKSHEET
I. PROJECT INFORMATION (please complete the following informaticn~~
Protect Name : ~ o
Contact Person: Fhone Numt~er. j`~1_~1_-~~-og~8
Level Spreader 10' , ~ (~ CPS .~ (~ l>
t_evel Spreader length -l c ~~= ft• (p~Pe~dicular to flow)
Drainage Area ~~~_ ~• (on-site ~ off'site drainage to the le•,rel spreader)
Impervious Area l . ac. (on-site and off-site drasr-age to the !eve! spreader)
Maximum Fitter StripBuffer Slope % (6°k for forested leaf littler cover, 8% for thick ground cover)'
grass
Max Discharge from a 14 Year Storm 3, J~ cfs
Max. Discharge to Level Spreader~~~ c(s (thick ground cover or grass, Caropied forest with leaf liner
Filter Strip!(3uffer Vegetation groundcover)
Pre-treatment or Bypass Method
REQUIRED ITEMS CNECKLISi
Initial in the apex provided to indicate the following design requirements have been met and wapte~'~~e~~nP~a submittal includes
requirement has not been n-,ef, attach an ezptanatan o(why. At a rr~riunum, a complete storm
a worksheet for each BMF, design calculations, plans and specifications sho•+ving ail 6f~tPs and outlet sGucture details, a derailed
drainage plan and a fully executed operation and maintenance agrearnent. An irxanplete sutxnittal package w~l result in a reQuest for
addiC~onal information and will subs±anfially delay final review and approval of the project.
A lican Ini tats
4 '> ~~level spreader is at least 13 tl. per cfs for thick ground cover or grass or 100 K per ds in canap~ed forest with leaf
litter.
_ 2i> -f're-Form Scour Holes are on ttat sopes ony
~ No structures are boated in protected twffers`
If bypass method speafied in the Dratl Level Spreader Design Optiat Document:
~. Bypass method is specified (if applicable) and plan details and calculations are provided
~ Discharge to level spreader and subsequent filter strip is hydraulically and spatially separator from the bypass
discharge.
No stuuctures are located in protected buffers.
Plan details fa the bypass and outlets are provided.
~_The operation and maintenance agreement indudes annual erosion and vegetation repair.
the operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on copes of up to 25% in areas
with thick ground cover or 9r~ d des'gned according to the Draft Level Spreader Design Optbn Document. This po~ntiatly requKes e
minor variance in protected buffer areas. In any event the second level spreader cannot be boated in Zone 1 of a protected buffer area.

owQ Proyect No. 06 - l 13
pIVISION OF WATER QtIALtTY • LEVEL SPREADER wORxsHEET
I. PROJECT INFORMATION (Please complete the toRovdng in2 aticn)'
Project N~~>e : T r' t . ~~r ©~ Fhone Number: gL`~)__~~'" o g
Contact Person:
Level Spreaoer ID' . tk~ L~l ~. ~1~
lave! Spreader Lengm lZ0 ri.
Drainage Area -~~- ~.
ac.
Impervious Nee %
Maximum Fitter Stript(3uffer Slope
grass
Max. Discharge from a 14 Year Storm ~-cfs
Maz. Discharge to level Spreader • Z3 c~
Filter Strip/Buffer Vegetation `~'
Pre-treatment or bypass Method ~'
(perpendicular to flow)
(an-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6~ for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest wish leaf litter
groundcover)
U. R>:QUIRED IT1:MS CHECKLIST
rg design requirements have been met and supporting documen;aticn is attached. t( a
Initial in the space provided to indicate the folbvr,
requirement has not been met, attach an explanation of why. At a minimum. a complete` t81~~P~and ~t ~tn~ire ~tails~a derailed
a worksheet for each f3MP, design ealculetions, Plans end specifications showing
ration and maintenance agreement. An incomplete submittal package w~l result in a request for
drainage plan and a tu1tY executed ope
additional information and w~l subs±antially delay Gnat review and approval of the project.
A titan In' 'ats
ay ~_l.evel spreader is at least 13 tl. per cfs for thick ground cover or grass or 100 ft per ds wn carrc't~d rarest with Ve
letter.
~~~`Pre-Form Scour Holes are ort fiat sbpes ony
pi No structures are boated in protected buffers'
It bypass method spedfied in the Drari Level Spreader Design Option Document:
~~ -~gypass method is speciC~ed (if applicable) and plan devils and calculations are proved ate from the bypass
_!~, D'+scharge to level spreader end subsequent filter strip is hydraulically and spatial y'. par
discharge.
No structures are located in protected buffers.
'~ plan details for the bypass and outlets are provided.
~~_ The operation and maintenance agreement includes annual erosion and vegetation repair. 's ravided.
u~ the operation and maintenance agreement signed anti notarized by the resporuib4e party ~ p
'level spreaders in series can be ~' ~ ac~co~dngto the5Dra(t Level Spreader Design OpGo Deocument~Th~Potenhal y5 equ' es es
with thick ground cover a grass g
minor variar-ce in protected buffet are~• In any event the second level spreader cannot be boated in Zone 1 of a protected tw er area.

oWa Projea No._ 0 6 l I °~ -
[IIVlS1ON OF WATER Ql1AU'TY - OR}(SHE~
~~vfZ F}ol.E.
I. PROJECT INFORMATION (please complete the following information):
Protect Name : Fhone Number: t~1.1191 ~~_-08~ Q
Contact Person;
Level Spreader I0: - it ~j ~~ ~ ~ ~>
~,~•; _ _ fi, (perpendicular to flow)
lave! Spreader Length O ~~ ac. (on-site ~ off-site drainage to the levsl spreader)
Drainage Area -' ~, (~ _ ac. (on-site and off-site dr~nage to the level spreader)
Impervious Area - ~ (6g6 for forested, leaf littler cover, 8% for thick ground cover)'
Maximum Fitter StriptBuHer Slope
grass
(, cfs
Max. Oiseharge from a 19 Year Storm c~
Maz. Oischarga to Level Spreader (thick ground cover or grass, canopied wrest with leaf litter
Filter Strip/Buffar vegetation groundwver)
Pre-treatment or Bypass Mettrod
II. REl]111RE17 t<EIAS CNECKt.151'
i ~ rovided to indicate the folbwing design requirements have been met and supporting documentation is attached. I( a
ndial in the space p
requirErnent hss not been met, attach an ezptanation of why. At a ~ficatu ~ ~~~gt~l t~ P'"s~and o~ut~t structure detai!stta detailed
a worksheet for each BMP, design calculations, plans and spec a wilt result in a reQuest for
drainage pl2n and a lofty executed operation and maintenance agreement. An incanplete subm~taf paekag
addi(~onal inioRnation and w~l substantiatly delay final review and approve! of the pro+ect.
A lican In' 'ats
level spreader is at least 13 h. Per cis for thick ground cover or grass or 100 ft Per cfs in canopied forest with leaf
litter.
~__ ~j~ S -„Pre-Form Scour Holes are on flat sbpes only
~~ c No structures are boated in protected buffers`
If bypass method spedfied in the Draft Level Spreader pesign Option I)ocumerd:
~ bypass method is specified (if appGcaWe) and plan details and calculations are provided
t7ischarge to level spreader and s<rbsequent filter strip is hydraulically and spatially separate from the bypass
f.1/~
~- - - disdrarge.
~l~~No sfnsctures are located in protected buffers.
plan details for the bypass and outlets are provided.
,S The operation and maintenance agreement includes annual erosion and vegetation repair s rovided.
The operation and maintenance agreement signed and notarized by the responsible parry p
• Level spreaders in series ~~ ~ noend a~cco~d~g totthe5Dre(t~evel Spreader Design OpUO Dorument~Th~is potentiallys equ' es es
with thick ground cover a g g
minor variance m protected buffer areas. In any event the second laver spreader cannot be boated in Zone t of a protected bu er area.

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owQ Grojea No. ~ ~ ~" r ~ 3~
DIVISION OF WATER QUAta'TY - '~~°~~wORlCSHEET
Sc~~2 t~b~E
I. PROJECT INFORMATION (please complete the following information):
Pro~eci NPn~e : ,~--ti~ ~JO~2DS--~~ u--
Conlad Person: ~IJD ltLE2 Fhone Number:
Level Spreader ID:. ~ ~.. r7 i ~ ~ \
Level Spreader Length
Drainage Area
Impervious Area
Ma~amum Fitter Stript8uffer Slope
grass
Max. Discharge from a 10 Year Storm
Maz. Discharge to Level Spreader
Filter Strip/8uffer Vegetation
Pre-treatment or Bypass Method
It. REQUIRED fTEµS CNECKLISi
6( n.
_ 1.O°_I ac.
d-H 8 ac.
g x
y .69 cfs
.6 cfs
(perpe~dwutar to flow)
(on-site and off-site drainage to the level spreader)
(on-site and oft-site drainage to the level spreader)
(6°k for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, Canopied forest vriih leaf litter
g;oundcover)
Initial in the space provided to indicate the folbwing des'9n requirements have been met and supporting documen;aticn is attached, If a
requirEment has not been met, attach an explanation of wiry. At a rr>;nvnum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design ealculetions, plans and specifications sho•~ving dl 6htPs and outlet structure details, a detailed
drainage plan and a +uty executed operation and maintenanxe agreement. An incomplete submittal paekaga will result in a request for
additional intormaiion and will substantially delay final review and approval of the project.
At2Plicants Initials
(l~'S Level spreader is at least 13 ft, per cis for th'~ctc ground cover or grass or 100 ft per ds in canopied forest with leaf
lifter.
^Ij'j~'~ --Pre-Form Scour Holes are on Aar sopes ony
-~ No structures are boated in protected butters'
If bypass method speafied in the Draft level Spreader Design Cption pocument:
~JA Bypass method is specified (~ applicable) and plan details and calculations are provided
UA Discharge to level spreader and subseq~.rent filter strip is hydraulicaly and spatially separate from the bypass
discharge.
_ ~~ No structures are located in proteded buffers.
1JA Plan detaUs fa the bypass and outlets are provided.
1?,tS The operation and maintenance agreement inck~des annual erosion and vegetation repair.
~~ the operation and maintenance agreement signed and notarized by the respo-uibfe party +s provided..
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on copes of up to 25% in areas
with thick ground cover a grass tt designed according to the Draft Level Spreader Design Option Document. This potentially requires e
minor variance in proteded buffer areas. In any event the second level spreader cannot be boated in Zone 1 of a protected buffer area.

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1
T[l0I~9P~ON :1\D Ati50C'IA't'ES, P~
Civil. (.tiai~~~f ~:,~~:~; • L~ti~~[~St ~z~~r~tiF~t~ • 1.r1~[~ PI.ANNI?~(:~
The Woods of Blair Hill
Wendell, N.C.
Operations & Maintenance Manual
Developer:
The Millridge Companies, Inc.
818 S. White Street
Wake Forest, NC 27587
# [phone]
Prepared by: Thompson & Associates, P.A.
153 Holly Springs Road
Holly Springs, N.C. 27540
# [phone]
August 2, 2006
Revised:.August 14, 2006
I>3 HOLI_.Y SP(ZfNGS R~?=~~> i ,,u~,i ~;919~ S7%-O~;On
[1O1_t.Y SPRINGS. 1~C Z?~~0 c-, v ,~;t~g, j~'%_r~{,(jc~

2
THOI41PtiON AND t1tiSOCIATES, P~1
C'iv!t f.u~!'! rt:!~c~ • 1. ~~r> tit !:vr ~ !~c! . 1.~1ND PI.ANNINtI
NARRATIVE
The maintenance of any Best Management Practice (BMP) installed to achieve flow attenuating
requirements for The Woods of Blair Hill Subdivision shall be the responsibility of the property
owner or other identified responsible party. In the case of residential subdivisions, Home Owners
Associations must be established in order to identify the responsible party.
This manual establishes general procedures for maintenance and operation of the allowed BMP
type in accordance with the Town of Wendell and Division of Water Quality. It is important to
note that only general maintenance tasks are identified here. All devices shall be maintained to
original design standards. This agreement shall be signed and notarized by the responsible party
to perform the tasks specified in the plan, including inspections, operation, and any needed
maintenance activities.
The BMP's will be inspected on an annual basis by a registered engineer, and a list of any
required deficiencies or repairs will be forwarded to the property owner/responsible party. The
property owner/responsible party will have 90 days to correct all deficiencies and make all
repairs to the satisfaction of the Town Engineer.
li3 fiOLLY S}'RIN(1S Ri~;~i> !!! !~!'!~t7~~f i919) ~7~-0~(l~
HOLLY SPRINGS. >ti~~C ?7~~0 i~ ~~ (4191 ~7?-06U«

~._.J
TtiontY~oN .=~til~ A~soct.aTrs, PA
Ct~~t f.ti~~~~i:~ I2I\r; • i.-atir~tit i:ci tint; • 1,~~ND PL~~NNIN(i
1. LEVEL SPREADERS
1.1 Location of Level Spreaders
L.S.#1: Between lot #'s 24 & 25 in a 20' drainage easement, at the outlet of 30" reinforced
concrete pipe and its dissipater.
L.S.#2: Between lot #'s 11 & 12 in a 20' drainage easement, at the outlet of 24" reinforced
concrete pipe and its dissipater.
L.S.#3: Located in open space between lot #'s 14 & 15 in a 20' drainage easement, at the
outlet of 18" reinforced concrete pipe and its dissipater.
L.S.#4: Between lot #'s 19 & 20 in a 20' drainage easement, at the outlet of 24" reinforced
concrete pipe and its dissipater.
L.S.#5: Between lot #'s 22 & 23 in a 20' drainage easement, at the outlet of 24" reinforced
concrete pipe and its dissipater.
1.2 Maintenance of Level Spreaders
1.2.1 Concrete Level Spreader Lip
Level spreader lip to be constructed of concrete. The 3"x24" concrete wall must be placed
vertically along the entire length of the level spreader at a 0% slope. The wall to be held in
place by a 9"x12" concrete footer along the entire length of the spreader. Concrete lip must
be 6" higher than the surrounding ground. Immediately downstream of the lip is a 3 foot
wide, 3" thick layer of #57 stone with filter fabric at a 4% maximum slope.
1.2.2 Grass Type
Moisture tolerant grass seeds shall be applied at a rate of 10 pounds per acre. Types could be
for example:
- Mixture of tall type fescue (e.g. chewing red fescue)
- Japanese millet
- Switch grass
- Rice
1.2.3 Vegetation
The drainage areas have a ground cover of water tolerant and erosion control resistant grass,
which if properly maintained will prevent erosion of the slope and provide an easy surface
for inspection. Level Spreader shall be maintained to keep grass cover dense and vigorous.
I>3 }{OLL:Y SP121NGS Rig=~~>
HOl_.LY SPRINGS. NC ??~~Q
711 I I'fIt)\I (~1I~}) J7'-(i~iO~

--
4
THOMPSON :~VD AtiSOC'I;17,I~;S, PA
Civi[ f.tic~i'~[I K(\'G • L.Atit~ S~ ~Z~`f ~ t~t~ • t.AND Pl_r1NN11~Ci
Fertilizer should not be used but may be necessary before re-seeding of some bare areas. This
should be done in October and April in order to establish good ground cover on areas where
seed did not take or has been destroyed. Fertilizer (10-10-10) should be applied at a
minimum rate of 1,000 pounds per acre.
1.2.4 Seeding & Re-Seeding
After the construction, level spreader area shall be tilled before grass cover is established.
Before seeding, aONE-TIME application of fertilizer (10-10-10 @ 1,000 #/ac) is allowed if
necessary. The seed shall be evenly sown at a rate of three pounds per 10 pounds per acre.
The seed should be covered with soil to the depth of approximately '/4". Immediately
following the planting, the areas shall be mulched with straw. Periodic re-seeding of some
grass areas may be required in October and April to establish good ground cover on areas
where seed did not take or has been destroyed.
1.2.5 Trees and Shrubs
There are no trees and shrubs allowed within the Level Spreader areas and their drainage
easements. All trees and shrubs shall be removed from public drainage easements.
1.2.6 Erosion
Erosion occurs when the water concentrates causing failure of the vegetation or when
vegetation dies or when the boards are undermined. This sets up the environment for rill
erosion and eventually gullies from the storm water runoff. These areas shall be inspected
especially after rainfall event of 1" or more during a 24 hour time period. Proper care of
vegetative areas that develop erosion is required to prevent more serious damage to the level
spreaders. Rills and gullies shall be filled with suitable soil compacted and then seeded.
Methods described earlier on vegetation shall be used to properly establish the grass surface.
Where eroded areas are detected, the cause of the erosion shall be addressed to prevent a
continued maintenance problem. Frequently, problems result from the concentration of
runoff to one point of the level spreader areas instead of a uniform distribution of runoff.
This can be corrected by releveling the concrete lip to the appropriate elevation, to more
evenly distribute the runoff. Level spreader lip should be maintained to achieve sheet flow.
Level Spreader MUST BE LEVEL (0% Slope).
1.2.7 Trash and Debris
Trash acts as a barrier to storm water infiltration and attracts unwanted pests. The level
spreader areas shall be kept clear of debris such as leaves, stones, large branches, loose
bottles, cans, food containers and other forms of rubbish. Debris immediately up slope of the
1 ~3 t{OLLY Sl'1211~GS }2unu
HOI.!_V $PRINGS_1~C??~40

,,
5
TI-i0(~1PSt)N :1'~' D A1SOC'IA'TES, ['A
Ci~it t ti~~itit t t;t~~; • [.~tit~St't:~t:~t~~~ • 1.rtNU I'1:1NNli~ta
level spreader shall be cleaned to prevent long-term clogging. Also, debris can also be
gathered immediately down slope of the level spreader causing localized damming, forcing
the level spreader to have concentrated flow. The areas should be inspected after a rainfall
event of 1" or more over a 24 hour time period and cleared of debris immediately, but no less
than four times a year.
1.2.8 Sedimentation and Dredging
Since the permanent level spreaders will be constructed after the entire site is stabilized with
a stable vegetative ground cover, there will be little to none sedimentation. However, the
level spreaders should be inspected after a rainfall event of 1" or more over a 24 hour time
period and any sediment accumulation shall be removed to maintain original contours. The
removed material shall be hauled offsite to a suitable landfill site or mounded somewhere on
site and stabilized with a ground cover sufficient to restrain erosion.
1.2.9 Cutting Gras
Grass height shall not exceed eight inches in height.
1.2.10 Maintenance Schedule
- Remove trash quarterly.
- Area to be inspected after a storm event of 1" or moreover a 24 hour time period.
- At least annually, deposited sediment shall be removed to maintain original contours
and grading. (0% slope)
- At least annually, remove trees and shrubs from area of level spreaders.
- Cut grass as needed, height not to exceed eight inches.
- Re-seed any bare area in October and in April. Fertilize if necessary.
- At least annually, replenishment of #57 stone and filter fabric.
1.3 Operation
1.3.1 Record Keeping
Operation of the level spreaders shall include recording of the following:
- Annual Inspection Report: A collection of written inspection reports shall be kept on
record. Inspection shall be conducted annually. Copies shall be provided to the Town of
Wendell Engineering Department.
153 IiOLLY SNI21N(iS Ri~;~l)
IIOL.I,Y SPRINGS. 1\C?;'S~t1
FC ~ Plit)~I-: (919) 577-O}i(I~
I~-`tix (919} 577-f)6(lu

6
Tt~on~t~soN :~~t~ A~;soct:~rrF.s, PA
( ~~ ~~. (.ti~~l\~ ~ R[\ci • [.1~I) til ~:~'I ~ Itit; ~* L:1Nl) PI:~NNI?~(i
Observations: All observations shall be recorded. Where periodic inspections are
performed following a rainfall event of 1" or more over a 24 hour time period, these
inspections shall be logged into the periodic inspection, operations and maintenance
form.
- Maintenance: Written records of maintenance and/or repair shall be recorded on the
periodic inspection, operation and maintenance form.
1.3.2 Other Operational Procedures
The owner shall maintain a complete and up-to-date set of plans (as-built drawings) and all
changes made to the level spreaders over time shall be recorded on the as-builts.
153 }(OLLY SPRINGS R~,ni> 11 i i.~~i3t~~i (~)I~)) 57~-~1~;(~h
Ii()i.l,l' SPRINGS. N(' ~~ia() ~. ,,~ jt11c}~ ~?'-i!l>tj~~

~ i
PROPOSED IMPACT AREAS -IMPACT #1
t ~
J
~-
/ /, / rJ
1 / r
.~ . ~
.~
CH = CHANNEL, JW =JURISDICTIONAL WETLAND,
NB = NUESE BUFFER, Z1 = ZONE 1, Z2 = ZONE 2. - ~'~ .~
IMPACT
LOCATION
TYPE 2
~• LINEAR FT.
(CH ONLY)
1451
*
1 CH (CH ONLY) 103
1 NB Z1 5142
Z2 3500 -
TOTAL 8642 -
*INCLUDES DISSIPATOR ~ ,~~ .~~ ~
/ f •//
_~ ~'~ ~
4
ti
'f /
,,~ ..
IMPACTED ~ ~~ ~~
~~ i
~ .
AREAS (INCLUDES , ~~ ,~` ~.~~ ,~
DISSIPATOR) ~''
STORMWATER / '~~. ~, ,~~~ i~ ~~,
EASEMENT ~ 6~~~GS, ~~- ,~ ~~, ,'
i ~~
-I ~.
20' ~~ ~~,
l~/: ~ / , • ~ s/ ,
`SrEMP ~ f
AMT ~~ ~ / ~ s ;' , / ~
~'
r .
O ~ '_ .f~ .•. 1
.... ~ ......... .~ ~ Y::.. .~ . !' .
~ 0 .......,...... _ .... ....
~ 1.
. , . ..~. 10. ~; . . .
~. ~ ~ P
.i .
~ ~~ f ~~
-~ _. ~
IMPACT # 1
IMPACT MAP
THE WOODS OF BL4 /R HILLS
THOMPSON and ASSOCIATES, P.A.
153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NC 27540
919 577-0808 FAX [phone]
DATE 8-14-06 SURVEYED DRAWN
DRAWING JOB N0. SCALE 1 " = 40'
78 LF 48" RCP WITH
24' LONG DISSIPATOR.
PIPE TO HANDLE EXISTING
FLOW THRU DRAW.. NO ROADWAY
RUNOFF TO ENTER PIPE.
ROADWAY RUNOFF TO FLOW TO o
CI # 13 & 10 THEN TO BMP,~
.OWNER/DEVELOPER: a%~' ~'
MILLRIDGE COMPANIES ' ~~~ ~~
818 S. WHITE STREET ~`
WAKE FOREST, NC 27587 ~ T"'~
[phone] ~c= ~,
~<_,
~' %;~
40 20 40 80 ~ " '~~
~,
SCALE 1n= YV

J ~
I
,,,
,~
20, ,
~0
,° ~~
.,
`}
~'
,,,'
~,
.r
,`
1
PROPOSED IMPACT AREAS - IMPACT ~2
1
// ,
f
/. _/
~. ; ~,
IMPACT 2 LINEAR FT.
LOCATION TYPE ~• (CH ONLY)
1500
2* JW (WL ONLY)
\ CH = CHANNEL, JW =JURISDICTIONAL WETLAND,
:~ '~~, NB = NUESE BUFFER, Z1 = ZONE 1, Z2 = ZONE 2.
-~ ~ ,` *INCLUDES niccionTnp
/
/
/
/
.~ ~
.~~' :~
\ `5'}~ ''
t ~
J 50`+
.. NEI~~E
. RI1~'ER -
/ BUFFER -
J
' 1
o
1
1
i ~
~ ~ ~~
//
~ ~
J
#11
__-
12

IMPACTED
WETLANDS
C

L'~

i ~
i
'~ ~~I~ 3 4
PJ~~\G i
i
35
0
~~~~~
I
a
1
IMPACT MAP
THE WOODS OF BLA/R HILLS
THOMPSON and ASSOCIATES, P.A.
153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NC 27540
[phone] FAX [phone]
ATE 8-14-06 (SURVEYED (DRAWN
ING (JOB N0. (SCALE 1" = 40'
IMPACT # 2
74 LF 30" RCP WITH
15' LONG DISSIPATOR.
PIPE TO HANDLE EXISTING
FLOW THRU DRAW. NO ROADWAY
RUNOFF TO ENTER PIPE.
ROADWAY RUNOFF TO FLOW TO
CI # 11 & 12 THEN TO BMP
OWNER/DEVELOPER:
MILLRIDGE COMPANIES
818 S. WHITE STREET
WAKE FOREST. NC 27587
(s 1 s) 55s-541 s
40 20 40 80
SCALE 1"= 40 '
'O
-2
~'
~:-_-:
1- .V1~EF
1~?NDS

,,
f
SO' ~ ~ ,.-~ 20' WIDE TEMPORARY
~F~, ~~'' IMPACT FOR 8" SANITARY
SF SEWER CROSSING UNDER
~i~F EXISTING CREEK WITH NO
~ ~ IMPACT TO CHANNEL.
I ~~~
_ SANITARY SEWER TO BE
F,~
~_~r} `,,~ BORED ~c JACKED UNDER
~~~' r.... ` ~ ,
~, .~ EXISTING CREEK.
,~
Jr~~'~~I~ ;~' ~~
r ,~ ,,
J '
~' ~~' __ ~
,r . ,,
C,L ~ ~ . ~,' '`, ~ ~
~ ~ i
CREEK ~ . ~ ,. . \ ~ ti ., ~ ~ ii
/ `~ ~ ~
~~ ~~
. `~.
~~~ ~.~ ~ ~
i ~,
~~ i
~ ~,
i f
/ i .... / ~
~ , , ~~.. i .~.~.~.;.~.~.~.~.~.~ ~ IMPACTED
~ `, ~ .. ...~...... - AREAS
- i i/ ~ :.:':..... j I TEMP.)
_-
I 9 '
f
OPEN - ..~.~.~.~~~....~:~:...... ~ 30' o'
SPACE i ~..i.~. ~ ~ ~ I ZN1 ~ N2 ,,~-'~
....~.
,-
~ ..... j 50," _ ,fir
~ ~ ~ NEU~E
~ ~_
~ ~ ~ ~ RIVER ~ ~ ~ ,-.
~ ~' ~ I ~ I BUFFER ~ ` .f-r'
~' ~' - o' 1 30' ! ~ ~ _/ -IMPACT
~ ~ ~
' ~ % ~'~ N2 , ZN 1 ~ ~ ,_
P ~ ~
/ ~ SP BPS _ I ~-' , `~F~ ..~,~
~~
S ~ I
NEUSE ~ ~`~ ~'~ F,Q
I f~IVER ~ ~ ~ ~' ~
B-J FFER ~ C, ~ ~ .~A
15 ~ ~ ~~
~~~ ~~~ F~ ~~ ~
0~.
' ~` o
PROPOSED IMPACT AREAS -IMPACT #3*'~ ~, ~,~~~ .
`~ ~ ~~
IMPACT 2 LINEAR FT:
LOCATION TYPE ~• (CH ONLY)
3 NB Z1 1415 -
(TEMP. Z2 960 -
IMPACT) TOTAL 2375 -
~~
_.
~~ ~ `PROPERTY LINE IS
CENTERLINE OF

CH =CHANNEL, JW =JURISDICTIONAL WETLAND, EXISTING CREEK
NB = NUESE BUFFER, Z1 = ZONE 1, Z2 = ZONE 2.
IMPACT MAP
THE WOODS OF BLA/R HILLS
THOMPSON and ASSOCIATES, P.A.
153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NC 27540
919 577-0808 FAX [phone]
DATE 8-14-06 SURVEYED DRAWN
DRAWING JOB N0. SCALE 1" = 40'
OWNER/DEVELOPER:
MILLRIDGE_ COMPANIES
818 S. WHfTE STREET
WAKE FOREST, NC 27587
[phone]
40 20 40 80
SCALE 1"= 40 '

PROPOSED IMPACT AREAS -IMPACT ~4
>--
~O
~~
I
C~
U ~`
CH = CHANNEL, JW =JURISDICTIONAL WETLAND, ~ ~
NB = NUESE BUFFER, Z1 =ZONE 1, Z2 =ZONE 2. ~ ~ ~'
~ ~ ~~,~
*INCLUDES DISSIPATOR ~ ~ ~~~
~ ~ ~ ~J' ~~
~` l / /
~ ~ 1 ~ ~~~
~ ~ W ~ ~ ~,
m Q ~JG'~ ~' f ~~ .
~ ~ ~ , / . ~P
X ~ ~ ~' ~ /
VE EX. HEADWALL ~ ~ ~~ ~~ ~ ~ ~ ;'
AND EXTEND EX. 36" RCP
,~
32 LF WITH 15' LONG DISSIPATOR ~ ~~ SF` . ~ . ~ ~ ~ , ,~~. ~~

/ ~ ; .,,,.
~~~ '„_
`~
i~ v
. ~/ sQ ~l~~~ ~~~ J~~~
' ~;
L , ~ ~,
/~~~
.~
ho IMPACTED
~--AREAS
20.
~CONSTMPORgRY
~ ESMT
IMPACT
EKE
EX.
6p' R~• SR
~°UB~/ 23S'g
C R/I~l~
~~1
PUBS/c
S~,
~'/G~i
_~_ ~
-_
____
i
OWNER/DEVELOPER: 1
MILLRIDGE COMPANIES ~
818 S. WHITE STREET
WAKE FOREST. NC 27587 ~
[phone] ~
r
40 20 40 80
SCALE 1"= 40 t
,;;; ;
IMPACT
LOCATION
TYPE 2
~~ LINEAR FT.
(CH ONLY)
4* CH 835 48
(CH ONLY)
(336 OUT OF R/W) (15 OUT OF R/W)
4 NB Z1 1871 -
Z2 2052 -
TOTAL 3923 -
REPLACE AND EXTEND
EX. 15" RCP 68 LF