20071815 Ver 1_401 Application_20071007

BSC G~ou~
TRANSMITTAL
To: Ms. Annette Lucas Date: 10-26-2007
NC Division of Water Quality Proj. No: 06020.00
2321 Crabtree Boulevard Project: The Meadows
Raleigh NC 27604-226
We are sending you: ~ 7 _ ~ $ ~ eJ
®Attached ^ Under Separate Cover
Via:
^ Overnight Delivery ^ To be picked up by Recipient ^ Regular Mail
® Messenger ^ Direct from printer ^ Other:
_One (1 Ori final and Six 6 co ies of cover letter
_Seven~_ copies of the_Pre-Construction Notification A plication
Seven copies of vicini~map, USGS Topo, and Wake Count Soils Ma
Seven ~~co~es_of overall site ma and im act exhibits
_Seven (7) copies of level spreader supplemental sheets for Level S readers #1, #2, #3, and #4.
One 1) Ori final and Six 6 co ies of O&M A reements for Level S readers #1, #2, #3, and #4.
Seven 7 sets of stormwater draina a tans for The Meadows with Level S reader Calculations
One $570.00 Check #1317
This information is:
^ For Your information ^ Approved as submitted ^ Resubmit copies for approval
^ Unchecked ^ Approved as noted ^ Return _ corrected prints 0
^ Preliminary ^ Disapproved ®Submit _ copies for
^ Revised Plans ^ Returned for corrections distribution
^ Pina) Plans ®Sent for your review br comment
Remarks: Submittal of The Meadows stormwater Plan and PCN application to DWQ
1'' American Land, Rob Shank
Copy to: -
BSC, File #06020.00 Signed:
Pc4or Grarrarnli P F
r~i~
701 Corporate Center
Drive, Suite 163
Raleigh, NC 27607
Tel: [phone]
Fax: [phone]
C~C~QMC~
~(;1 2~ 2D07
DEN'~i~~~?6!~ l~
Note: If enclosures are
not as noted, please
contact us immediately.

~~~ BSC GROUP
transforming the human environment
October 26, 2007
Ms. Annette Lucas
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Permit Application Materials
The Meadows Subdivision, Wake Forest, NC
BSC Project #06020.00
0 7- 1 8 1 5
Dear Ms. Lucas:
7oi Corporate Center Dr.
Suite X63
Raleigh, NC z76o7
Tel: 9i9-854-o8u
Boo-z88-8~z3
Fax: 9~9-854-o8~z
www.bscgroup.com
r~i~
I've enclosed copies of our permit application materials for your review. We are requesting Section
404/401 Permit approval for the referenced project. We have also requested a modification to our
acceptance of mitigation into the EEP. The request for modification was submitted to the EEP on
October 25`h to be reviewed on October 29`h. We have enclosed a copy of the previous acceptance letter
for your records.
The enclosed materials are:
• Pre-Construction Notification Application
• Appendix A: Figures and Exhibits
• Appendix B: Stormwater Documentation and Calculation Sheets
• Check for fees (Amount: $570)
BSC Group (BSC) is also submitting the Stormwater plan for The Meadows subdivision for review and
approval by DWQ. The overall site plan has 29% of impervious surface. This exceeds the 24% impervious
standard outlined in the current BMP Manual (dated July 2007) that defines a "low density project". The
current manual requires Stormwater detention of the 1-year 24-hour storm and the removal of 85% Total
Suspended Solids (TSS) for projects that exceed the low-density threshold of 24%. However, it has been
determined by DWQ that if BSC submits The Meadows Stormwater plan prior to November 1, 2007 that it
does not need to meet the TSS and Stormwater detention requirements as outlined in the new BMP Manual,
dated July, 2007. However, it is still a requirement that the stormwater plan must provide diffuse flow into
the Neuse River Basin Buffers. The stormwater plan has been provided for your review and approval.
Thank you for you assistance regarding this matter. Please contact me at 919-854-0811 or
pfraccaroli@bsc€roup.com if you have any questions.
Very truly yours,
BSC RICE ASSOCIATES
~~
ete Fraccar i
Director of Operations
CC: Jamie Shern, USACE
Engineers
Environmental
Scientists
GIS Consultants
Landscape
Architects
Planners
Surveyors

Office Use Only: Form Version March OS
0 7 1 8 1 5
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
P ~i I D
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 29
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:
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
~ ~~~~~~
Owner/Applicant Information ~~'~ ~ ~2~~7
Name: 1 s` American Builder p~~y:.> _ ~y,,-~-5;~ ~i,~;~~;~ti`
Mailing Address: 2514 Reliance Avenue ~-'~T6ANOS~t~sroraayAT~Raa;~cH
Apex NC 27539
~.ol~ex~ ~rhru~ctk
Telephone Number: 919-303-8525
E-mail Address:
Fax Number: 919-303-8524
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: Pete Fraccaroli
Company Affiliation: BSC Group
Mailing Address: 701 Corporate Center Drive
Suite 163
Raleigh, NC 27607
Telephone Number: 919-854-0811 Fax Number: 919-854-0812
E-mail Address: PFraccaroli(c~BSCGroup.com
Updated 11/1/2005
Page 5 of 13

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 I1 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 Meadows Residential Development
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 1841791597 (Northern Parcel), 1841783884
(Southern Parcell
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): The Meadows Residential Development
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, take
Capital Blvd. (US 1 North) north towards Wake Forest. North of the Durham Road exit is an
intersection with Harris Road. Take a right at Harris Road. Harris Road ends at North Main
Street in Wake Forest. Turn left on North Main Street. Project is located approximately
2050 feet from the intersection on the left side of North Main Street.
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): 36.0000°N 78.5006°W
6. Property size (acres): 38.58 ac.
7. Name of nearest receiving body of water: Richland Creek
8. River Basin: Neuse River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.em~.state.nc.us/admin/maps/.)
Updated 11/1/2005
Page 6 of 13

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 project site is currently undeveloped. Residential
development is located to the north west and south of the subject property. Undeveloped
property is located to the east of the subject property.
10. Describe the overall project in detail, including the type of equipment to be used: The
project is planned to be a residential development. Typical equipment used to construct a
residential development including, but not limited to, bulldozers, track hoes, road graders and
dump trucks, will be used.
11. Explain the purpose of the proposed work: The purpose for the proposed road work is to
provide safe and efficient ingress and egress, as well as to enhance traffic operations and
public safety in the vicinity of the proposed development. The purpose for the proposed road
work at the point of impact is to allow for future interconnection opportunities.
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. No jurisdictional determinations or permits have been requested or
obtained for this project in the past.
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 permit requests are anticipated for this project.
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
Updated 11/1/2005
Page 7 of 13

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 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: The proposed project is a residential
development. The purpose of the road work is to provide safe and efficient ingress and
egress as well as to enhance traffic operations and public safety in the vicinity of the
proposed development. The purpose for the proposed road work at the point of impact is to
allow for future interconnection opportunities.
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,
senarately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
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)
1 UT to Richland Intermittent ~23 ft. 150 LF 0.079 ac.
Creek

Total Stream Impact (by length and acreage) 150 LF 0.079 ac.
Updated 11/1/2005
Page 8 of 13

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
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.079 ac.
Wetland Impact (acres): --
Open Water Impact (acres): --
Total Impact to Waters of the U.S. (acres) 0.079 ac.
Total Stream Impact (linear feet): 150 LF
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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 proposed road crossing is
Updated 11/1/2005
Page 9 of 13

at the request of the Town of Wake Forest. The crossin>; will allow for interconnectivity
between the proposed residential neighborhood and the north adjacent parcel, which currently
zoned as a Rural Holding District. The road crossing along with associated utilities (water,
sewer etc was on ig nall~proposed to be further downstream. However the proposed project
lies within the Richland Creek Watershed Protection Overlay District. Perennial streams within
this district must have a 100' wide drainageway buffer. Therefore, to avoid impacting a
perennial stream and to minimize buffer impacts the street crossing is proposed to be in its
current location.
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.
USACE - 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 USACE 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 (see DWQ website for most current
version.).
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.
Proposed mitigation is payment into the North Carolina Ecological Enhancement Program
(NCEEP). Please see letter provided in Appendix A.
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
Updated 11/1/2005
Page 10 of 13

[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://www.nceep.net/ages/inlieureplace.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): 150 LF
Amount of buffer mitigation requested (square feet): 31,345 SF
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 aNEPA/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 ^
Updated 11/1/2005
Page 11 of 13

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.
Zone* Impact Multiplier Required
(s uare feet) Miti anon
1 8029.5 3 (2 for Catawba) 24,089
2 4837.07 I.5 7,256
Total I 8,268 I 31,345
* Zone I 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 7_one I.
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. Proposed mitigation is payment into the
North Carolina Ecological Enhancement Pro rg am_(NCEEP).
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. Impervious surfaces of the proposed residential
development comprise approximately 29% of the proiect. Stormwater control consists of level
treaders discharging diffuse flow into the Neuse River Basin buffer. Calculations displaying
percentage of proposed impervious surfaces is presented in the overall site plan and cover sheet
in Appendix A. Detailed level spreader exhibits are presented in Appendix B.
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.
All wastewater generated by the proposed project will be disposed of and treated at the Wake
Forest Waste Water Treatment Plant.
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 an after-the-fact permit application? Yes ^ No
Updated I I/1/2005
Page 12 of 13

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: This
project is a self contained residential development, with associated utilities designed to serve
only the subdivision itself. No additional development will result as an effect of this project
moving forward.
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).
See Attached Signature Block
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated l1/1/2005
Page 13 of 13

Signature Block
Preconstruction Notification
The Meadows
Dated theZ3 day of , 2007 ~) ~ ~
I st American Land
2514 Reliance Avenue
Apex, NC 27539
By:
Robert Shank
Director of Land Development

October 23, 2007
Mr. Jamie Shern
U. S. Army Corps of Engineers
Raleigh Field Office
6508 Falls of Neuse Road
Suite 120
Raleigh, NC 27615
"~
Re: The Meadows - 401/404 Permit Application
Dear Mr. Shern:
This letter is to inform you that we, James and Teresa Madden, acknowledge that 1 ~`
American Land is submitting a 401/404 Permit Application for stream and buffer
impacts on our property (PIN # 1841791596 and PIN # 1841783884) associated with the
development of the Meadows subdivision.
My contact information is 1529 Averette Road, Wake Forest, NC 27587
Very truly yours,
Teresa Madden James Madden

October 23, 2007
Mr. Jamie Shern
U.S. Army Corps of Engineers
Raleigh Field Office
6548 Fails of Neuse Road
Suite 120
Raleigh, NC 27615
Re: The Meadows - 401 /404 Permit Application
Dear Mr. Shern:
This letter is to inform you that I, David H. Yazley, acknowledge that 1~` American Land
is submitting a 401/404 Permit Application for stream and buffer impacts on my
property (PTN # 1841797617) associated with the stream crossing for the Meadows.
This stream crossing will provide utilities and access to my property for future
development.
My contact information is 1116 Plateau Lane, Raleigh, NC 27615-3333.
Very truly yours,
~~~-~
~%'
David H. Yazley

0?- 1 8 1 5
Appendix A
Figures
1. Vicinity Map
2. USGS Topo
3. Wake County NRCS Soils Map
Exhibits
1. Overall Site Map
2. Impact Exhibit 1
NCEEP Acceptance Letter

Vicinity Map
Mapquest 2007
The Meadows Residential Development Wake Forest, NC
36.0000° N 78.5006° W
Legend: ~ Approximate Site Location
BSC RICE
Project # 06020.00
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Wake Forest Quadrangle (1998) Topozone.com
The Meadows Residential Development NC Project # 06020.00
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USDA Soil Conservation Service Wake County (1970)
The Meadows Residential Development Wake Forest, NC Project # 07008.00
36.0000° N 78.5006° W Figure 3
Legend' Approximate Site Boundary
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~ ~ ~ Neuse River Basin Buffer Zone I
V ~ ~ ~ 0-30 feet from Top of bank T(~E MEA~QWS
~ ~ ~ ~ `~' ~ RESIDENTIAL
~ ~~ ~ ~ ~ ~
~ ~ Neuse River Basin Buffer Zone 2
\ ~'~, ~ ~ ~~ ~ ~ ~ ~ 30-50 feet from Top of Bank 1 ~EVEL~PMENT
~~ ~ \ ~ P
~ s~ \ ~ ~ ~ I
~ ~ ,~~~'~ = `:A ~~ `~ \ sF l ~ Proposed Road and ~ Wf~KE COUNTY
A \ \ ~~ s -~_ ~ ~ ~ij - ~~ ' Associated Utilities Crossing
8p
~ - ~ / ., --~ '~s ~ WAKE FOREST, NC
i `
~~ ~~ ~ ~~~.i r / t
/ i ~~ ~~
,~ ~ ~.~ ,> Oz j>=,~5
~,
-~ ,-
- - - -
'ti ~~~~ ~ ~%r%.~!~~ ~ ~ . ~~ `~ ~ ~,. -~ r. r~='- ~/ ~ IMPACT EXHIBIT 1
~, ...
;~
~~~~ ~ / `
' ~ - ~ ~ -~~'~' ~i
t _.. - 1 ,..- i ~
~~ ~ ~'~
i r?
( ~ ~ i r~~ /
.~"° ~ ~,~
~ ~ ~~
., ~ C>
~~~ ~ ~
~ ~
~ ~
~/'"`~ i i
. , ~i~ \
~~~ /~ ~~ ~ P4EPgRED FCP,;
1--~~ ~ I ~~ Il / i , ~ ~~
~ 1st American Builders
( /~ ~ ~ ,, ~~ 2514 Reliance Avenue
-'~' ~; ~~ ~ ~~ a ~ ~~ ~~_, `~ Apex, NC 27539
;.
i.
1 ~~
~ 1 ; ~,
~ ~, ~ ~,
I ~ ', ~ ` ~ _ ~ " = 40' Job No : Oa020.00 Octe: 8/22/07
Scale: 1' ~ 10' Revised.
~ ~ tE ,~, ~~r ~ ~:.F ~ Dwg Mo: 2
~ ~` ~ ~ ~
~`; I ,~! ~ ~ 0 20 40 80-e Fie:
a

~'.a1.1 ~~~~C',~11e1m
PROGRAM
August 22, 2007
Robert Shank
lst American Builders
2514 Reliance Ave.
Apex, NC 27539
Project: The Meadows Residential Development:
County: WAKE
7 ._ 1 ~ 1 ~
The purpose of this letter is to notify you that the Nonh Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit/401 Certifiication/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
foliowin2 table.
NEUSE
03020201 Stream (feet} Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Warm i arian- n-Ri arian- --Coastal~Marsh-
Impacts 0 0 73 0 0 0 4,866 3,402
Credits 0 0 146 0 0 0 14,598 5,103
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
. >EJ
Willia .Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Jamie Shern, USACE-Raleigh
Amy Chapman, NCDWQ- Wetlands/401 Unit
Pete Fraccaroli, agent
File
RP,sto~tt~... P ... PYOt~~ O~ Stag

l~CDE~FR
North Carolina Ecosystem Enhancement Program, i 652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

0 7 -~ 1 9 5
Appendix B
Stormwater Documents
Level Spreader Supplemental Sheets
Level Spreader Maintenance Agreements
Stormwater Drainage Plan (24" x 36")
Level Spreader Calculations and Detail (LS #1)
Level Spreader Calculations and Detail (LS #2)
Level Spreader Calculations and Detail (LS #3)
Level Spreader Calculations and Detail (LS #4)

i , ,~
o~~r ... , ~9OG
h 9
?_ y
~~ ~
Wii
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out, printed and submitted.
r,e F,eq ~~red Items Check 7;t ; far! 111J must be printed, {Vied out and suL•mitted along with all of the required infonnafion.
I PROJECT INFORMATION
Project name The Meadows
Contact name Peter Fraccaroli, P.E.
Phone number [phone]
Date October 19, 2007
Drainage area number Level Spreader #1
Il. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP NIA
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
191,664 ftz
55,583 ftZ
n ~a
v. r
3.08 cfs
min
7.22 inlhr
22.2376 cfs
Where Does the Level Spreader Discharge ?
To a bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer "Y" to one of the following
Length based on the 1 inlhr storm?
Length based on the 10-yr, 24-hr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
30 ft
0 ft
0 ft
30 ft
6
N (Y or N) OK
330 sq ft OK
13 ftlcfs
Y (Y or N)
N (Y or N)
N (Y or N)
3.1 cfs
Y (Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 1 of 2

i
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
50 ft Level spreader length OK.
N (Y or N)
N (Y or N)
Y
L Il
12 ft
16 ft
0.5 ft
6.6 cfs
P-550 NAG Geotextile
I Y
~-- _ _
M
~ B ~
i~~
- --~
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 2 of 2

O~Or .... , c,gOG
~ ~
~~ o ~:
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out. printed and submitted.
The Required Ifems Checklist (Pact IIII must ba pr,~nted_ fled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name The Meadows
Contact name Peter Fraccaroli, P.E.
Phone number [phone]
Date October 19, 2007
Drainage area number Level Spreader #2
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP N/A
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge ?
To a bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
Length based on the 10-yr, 24-hr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
213,444 ftz
61,899 ftZ
0.79
u. r
3.43 cfs
min
7.22 inlhr
24.7646 cfs
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
30 ft
0 ft
0 ft
30 ft
6
N (Y or N) OK
330 sq ft OK
13 ftlcfs
Y (Y or N)
N (Y or N)
N (Y or N)
3.4 cfs
Y (Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 1 of 2

it
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
50 ft Level spreader length OK.
N (Y or N)
N (Y or N)
Y
n
12 ft
16 ft
0.5 ft
5.3 cfs
P-550 NAG Geotextite
W T
~~
I
•--
- ----- --
y
------------- I
-•
M M
~ B ~
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev2 Parts I. and II. Design Summary, page 2 of 2

~~or .. ~ ~ ~ cgOG

~~
rnr.r h r
>_
O Y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out. printed and submitted.
the Req~~,~ed )'ems Checkli st (Part IIIJ must be prlr;ed `i!led our and submitted along withal) of the required information.
I PROJECT INFORMATION
Project name The Meadows
Contact name Peter Fraccaroli, P.E.
Phone number [phone]
Date October 19, 2007
Drainage area number Level Spreader #3
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP N/A
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 200,376 ft2
Impervious surface area 58,710 ftz
Percent impervious 0.29
Rational C coefficient 0.7
Peak flow from the 1 in/hr storm 3.22 cfs
Time of concentration min
Rainfall intensity, 10-yr storm 7.22 inlhr
Peak flow from the 10-yr storm 23.2484 cfs
Where Does the Level Spreader Discharge?
To a bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify) NIA
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass 30 ft
Width of dense ground cover 0 ft
Width of wooded vegetation 0 ft
Total width 30 ft
Slope (from level lip to to top of bank) 6
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area 330 sq ft OK
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? Y (Y or N)
Length based on the 10-yr, 24-hr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 32 cfs
Is a bypass device provided? Y (Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
45 ft Level spreader length OK.
N (Y or N)
N (Y or N)
Y
12 ft
16 ft
0.5 ft
6 cfs
P-550 NAG Geotextile
I y j t
~ _
M
M
~ B ~
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 2 of 2

o~~r .... , c,QOL
'

~Ly
~~~ r_
~
~
O
arr
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out, printed and submitted.
The Req~, red Item ~~7ecklisr (?art lll) must he prnted filied ouf and submitted along with all of fhe required'informatron.
I. PROJECT INFORMATION
Project name The Meadows
Contact name Peter Fraccaroli, P.E.
Phone number [phone]
Date October 19, 2007
Drainage area number Level Spreader #4
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP NIA
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 182,952 ftz
Impervious surface area 53,056 ftz
Percent impervious 0.29
Rational C coefficient 0.7
Peak flow from the 1 inlhr storm 2.94 cfs
Time of concentration min
Rainfall intensity, 10-yr storm 7.22 inlhr
Peak flow from the 10-yr storm 21.2268 cfs
Where Does the Level Spreader Discharge ?
To a bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass 30 ft
Width of dense ground cover 0 ft
Width of wooded vegetation 0 ft
Total width 30 ft
Slope (from level lip to to top of bank) 6
Are any draws present? __ N (Y or N) OK
Level Spreader Design
Forebay surface area 275 sq ft OK
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm? Y (Y or N)
Length based on the 10-yr, 24-hr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow cfs
Is a bypass device provided? Y (Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 1 of 2

ti
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
40 ft Level spreader length OK.
N (Y or N)
N (Y or N)
.,
2 ft
12 ft
16 ft
0.5 ft
6.2 cfs
C-350 NAG Geotextile
!~ w _,
I •--- -------
M
Y
~ l3 ~
/ 1
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 2 of 2

Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
Lc~~t_ St~as4v~Q *~ 1 ~ i HE MEavows
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential roblem: How I will remediate the roblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
s stem
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clo ed. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
re air.

BMP element: Potential roblem: How I will remediate the roblem:
The Swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise dama ed.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and aone-time fertilizer
a lication.
Trees or shrubs have begun Remove them.
to grow on the Swale or just
downslo e of the level li .
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish ro er erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if a licable . a roximatel three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a lication.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide aone-time
fertilizer a lication.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversi ht Unit at 919-733-1786.

'' .
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
problems with the system or prior to any changes to the system or responsible party.
Print name: Robert Shank
Title:Director of Land Development
Address:2514 Reliance Avenue, Apex, NC 27539
Phone:
Signatt
Date: ~®- ~g ' ~
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, /e ~ /QOQ , a Notary Public for the State of
~p~( ~a i~ ,County of ~Cl~~e , do hereby certify that
~p~ji~/f ` }`~/l!d!/~ personally appeared before me this ~~
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
~~`~',~i ~iU~NGj~~~i
~/ ~`V ~ A ~~ ~ s
r U ~• ~O~14Ry •,~ Q w
i i
s ~ ~
w
°~i~~ F CO `N`o~~°
SEAL
~~`v~s
My commission expires aZ~ 9

~~~~.
Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
L.Ed~e. ~i R,~AvEa. ~ 02 ~ T~NE MEA~a~J.S
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential roblem: How I will remediate the roblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
s stem
The flow splitter device The flow sputter device is Unclog the conveyance and dispose
(if applicable) clo ed. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
re air.

BMP element: Potential roblem: How I will remediate the roblem:
The Swale and the level The Swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise dama ed.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and aone-time fertilizer
a lication.
Trees or shrubs have begun Remove them.
to grow on the Swale or just
downslo e of the level li .
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish ro er erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if a licable). a roximatel three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a lication.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide aone-time
fertilizer a lication.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversi ht Unit at 919-733-1786.

.•
~ .,
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
problems with the system or prior to any changes to the system or responsible party.
Print name: Robert Shank
Title:Director of Land Development
Address:2514 Reliance Avenue, Apex, NC 27539
Phone:
Signatt
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I,^ /~ , a Notary Public for the State of
/~,~/~ Q ~G /, County of ~~~e , do hereby certify that
f~~C,~-~ ~~H~ personally appeared before me this ~~
day of Q(' ~,- , a~ ~ ,and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
~~~~~~~s~m~ar~~~~~
`~' ~ ~(OUi~~,era~
~~ ~ ~oTAR ~ •:~p~~
(.~ ..
}' • O
'v
• -
> • -•- -
/e~''F ~ O' ~'~````~\
SEAL
a~~~
My commission expires ~~1~ 7' Z
to -fig •~ 7

~+~
Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
~.EVEt_ SPaFAvER ~ 3, i ~+E r1~,~o~s
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential roblem: How I will remediate the roblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
s stem
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clo ed. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
re air.

,4\ _ t
BMP element: Potential roblem: How I will remediate the roblem:
The Swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise dama ed.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and aone-time fertilizer
a lication.
Trees or shrubs have begun Remove them.
to grow on the Swale or just
downslo e of the level li .
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish ro er erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if a licable). a roximatel three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a lication.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying, problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide aone-time
fertilizer a lication.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversi ht Unit at 919-733-1786.

~~ r
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
problems with the system or prior to any changes to the system or responsible party.
Print name: Robert Shank
Title:Director of Land Development
Address:2514 Reliance Avenue Apex NC 27539
Phone:[phone] i i /l _
Signature: ~1~'7s-L"Pl~~/
Date: ~~~ •d
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, / ~° p` , a Notary Public for the State of
C~, Co/unty of ~~~~ , do hereby certify that
/~p~°~' -%~°"~lUl ~ personally appeared before me this 1~
day of (~i~~ i-~' , ~2, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
`,. ~ .•,.......,,. ~¢` o
w ~ ••' ~i
y;o:
U~ ~
'p~
~~
>i !'
r
p~L~G r~V
L, :,
.~
~•t ~~
SEAL
~"~~
My commission expires '/JA ~ O~~
--~~'!~ `

Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
L.~JE~ Sp2~EavEQ ~. '~ , T~ MEapo~s
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential roblem: How I will remediate the roblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
s stem
_
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable) clo ed. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
re air.

,. '`
BMP element: Potential roblem: How I will remediate the roblem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise dama ed.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and aone-time fertilizer
a lication.
Trees or shrubs have begun Remove them.
to grow on the Swale or just
downslo e of the level li .
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish ro er erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if a licable). a roximatel three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a lication.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide aone-time
fertilizer a lication.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversi ht Unit at 919-733-1786.

_..
~,
4 1t
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
problems with the system or prior to any changes to the system or responsible party.
Print name: Robert Shank
Title:Director of Land Development
Address:2514 Reliance Avenue Apex NC 27539
Phone:
Signatt
Date: / ~ -/I'S -U~
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, / ~ ~ ~ G(!/I ~~ , a Notary Public for the State of
,County of ~~'JCz/5° , do hereby certify that
~~~~ ,~J(,~~ ~ personally appeared before me this
day of /~~(~~~j-- , ~, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
``~Ntttt-~~r~
~~~~ ~QUNGn~~i~
~'• ~~ARr ~'~d:.
. ~
~. U ~ ~~~
=>t
S
G
SEAL
2~`~;~ ~~
My commission expires ~ 02 0

~~
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