20051514 Ver 1_Complete File_20050802

0
W A rF9Q?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 19, 2005
North Wake Properties, LLC
Attn: Eddie Speas
7612 Literary Lane
Wake Forest, NC 27587
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 20051514
Franklin County
Subject Property: Shartree Farms
UT to Crooked Creek [03-03-01, 28-30, C NSW (nutrient sensitive)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B .0259) with Additional Conditions
Dear Mr. Speas:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.33 acres of wetlands, 198 feet of streams and 23,071 square feet (ft) of
protected riparian buffers for the purpose of a residential subdivision at the subject property, as described
within your application dated August 2, 2005 and received by the N.C. Division of Water Quality (DWQ)
on August 9, 2005. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). This letter shall
also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 213 .0259. In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
NOnethCaro ina
401 Oversight / Express Review Permitting Unit ll111r'411
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http_//h2o.enr.state.nc.us/newetiands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
North Wake Properties, LLC
Page 2 of 4
9/19/05
Amount Approved Units Plan Location or Reference
Stream 198 feet Sheets 6, 8 and 10
404 Wetlands 0.33 acres Sheets 6, 9, 10 and 8
Buffers 23,071 (square ft. Sheets 6, 8 and 10
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such. Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
North Wake Properties, LLC
Page 3 of 4
9/19/05
before discharging into a stream as identified within 15A NCAC 2B .0259 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0259 and GC 3402.
8. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http://h2o.enr.state.nc.us/su/Forms Documents.htm.
9. Deed Notifications
Deed notifications 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.ne.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
10. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
North Wake Properties, LLC
Page 4 of 4
9/19/05
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 15013 of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Tar-Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you
have any questions, please telephone Cyndi Karoly at 919-715-9721 or Deborah Edwards at 919-715-
9502.
Sincerely,
Alan W. Klimek, P.E.
AWKldae
Enclosures: GC 3402
Certificate of Completion
cc: Kevin Martin-S&EC, 110 10 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 20051514ShartreeFarms(Franklin)401 +NI llt
S
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Soil & Environmental
11010 Raven Ridge Road • Raleigh, North Carolina 27614
www.SandEC.com August 2, 2005
Consultants, PA
Phone: [phone] • Fax: [phone]
S&EC Project # 9708.W1
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Todd Tugwell Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-2260
From: Kevin Martin
Soil & Environmental Consultants, PA
11010 Raven Ridge Road ,,a 1 5 4_z
Raleigh, NC 27614 ' l `t d t
Re: Shartree Subdivision
Bunn, Franklin County, NC
On behalf of the owner, North Wake Properties, LLC, pease fi?d Attached a'complete application
and supplemental information requesting written concurrence from the U.S. Army Corps of
Engineers (USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed
below may proceed under Nationwide Permits 39 and,the associated General Water Quality
Certification. Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Shartree
Project Type Residential Subdivision
Owner / Applicant North Wake Properties, LLC
Count Franklin
Nearest Town Bunn
Waterbod Name UT to Crooked Creek
Basin / Sub-basin 03020101
Index # 28-30
Class C, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.0144
Wetland Impact (acres): 0.3305
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.3449
Total Stream Loss (linear feet): 198
Attachments:
Agent Authorization Form
Pre-construction Notification (PCN) Application Form
USGS Map
Soil Survey Map
AUG 9
DWQ Letter dated 5/17/04
USACE Letter dated 12/01/03
I QUALITY
WATER
DENR
QUALQUAL
mpact Maps (1 overall 11x17, 9 insets) showing Level Spreader locations B?tiGi1
TORM
DSAN
MI
DWQ Level Spreader worksheets (8 pages) VVEM
NC EEP In-Lieu Fee Acceptance Letter
$475 Application Fee to DWQ
O&M Agreement
Photos of Impact Sites
Charlotte Office; Greensboro O11iCc?
236 LePhillip Court, Suite C 3817-E Lawndale Drivc
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
L
0
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina • Phone: [phone] • Fax: [phone]
www.SandEC.com
900
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name:
Address:
7 6/ 2 G i ? e6 - o
C:

Phone: V/ 12- S Fo
JJ / ?
Project Name/ Description: S?G1 .4?'7YG-e_-? ?"{??l?;f
Date: Z O - U
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current proper owner, hereby designate and authorize Soil & Environmental Consultants, PA to act in my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental info nation in
support of applications, etc. from this day forward. The ;9 0 day of ??-,, -d-" 1 0
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy re s, is valid only for government
officials to enter the property when accompanied by S&EC staff. Y u sh call S&EC to arrange a site
meeting prior to visiting the site. f
/i/0?? ?"f?'?G '?r'thl?%,p/4?"? , L? ?"`7v?r??f! ?YG?ti?•.?
Print Property Owner's Name Property Owner's gnature
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Charlotte Office:
236 LePhillip Ct. Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
cc: Mr. Kevin C. Martin
Soil & Environmental Consultants, PA
Greensboro Office
3817-E Lawndale Dime
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Office Use Only: Fonn Version March OS
n 1 5 ? it
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section \1111,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), che6tm
II. Applicant Information n5
AUG 9
1. Owner/Applicant Information
E.R (1UALIT`l
Name: North Wake Properties LLC Attn: Ed?t'it1 Qy EwimERL?t"fit
Mailing Address: 7612 Literary Lane
Wake Forest, NC 27587
Telephone Number: 919-556-2700 Fax Number: 919-570-3092
E-mail Address: espeasnaat)-real tors. coin
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.)
Natne: Kevin Martin
Company Affiliation: Soil_ & Environmental Consultants, PA
Mailing Address:_ 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: kmartin(r?,sandec.com
Page 1 of 10
111. 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 propcrty
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 propcrty
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 constriction
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 informal that
the project has been placed on hold until decipherable maps are provided.
Name of project: Shartree Farms Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2800-88-5522
4. Location
County: Franklin Nearest Town: Bunn
Subdivision name (include phase/lot number): Shartree Farms
Directions to site (include road numbers/names, landmarks, etc.): From Bunn: west on NC
Hwy 98 approximately 2 miles to "Five Points"; north on State Rd 1001 (Pearces IZoadl
approximately 0.4 miles; entrance to property on left (west) side of SRI 001.
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): 35'58'00" ON 78 ° 17'45" W
6. Property size (acres): Approximately 158 acres
7. Name of nearest receiving body of water: Unnamed Tributaries of Crooked Creek
8. River Basin: Tar-Pamlico
(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/niahs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Property consists of rolling_ topography that includes 41-
years fallow pasture or other agriculture use (approx 60% of property overgrown evergreen
silviculture (approx. 10% 4+ years re-growth of clear-cut (approx 30%) Adiaccnt
Page 2 of 10
properties consist of agricultural fields, woodland and scattered single family residential
10. Describe the overall project in detail, including the type of equipment to be used: Residential
subdivision consisting of single-family homes approx. 1,500 to 2,800 square feet on lots
ranging from 1 to 4 acres; lots will have access to public water (Franklin Co.) electrical
service (pad-mounted transformers), and use septic systems for on-site wastewater treatment.
Applicant has developed site plan and identified suitable soil areas on each lot for septic
systems and plans to construct subdivision roadways extend water and electric utilities and
sell lots. Heavy equipment (dozers, graders dump trucks etc.) will be used fi)r road
construction, utility extensions, and stream/wetland crossings. Light duty (Bobcat-type
rubber-tired loaders will be used to construct stormwater BMPs including level-spreaders 11 or
dissipating runoff from roadside ditches into sheet flow along edge of buffer areas
11. Explain the purpose of the proposed work: To prepare the property for the sale of
individual lots to prospective homeowners, construction of individual residences to be
contracted privately by property owners after purchase of lot.
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 pen-nits issued for prior segments of the same T.I.P. project, along with
construction schedules. A wetland delineation by another consultant was confirmed by the
USACE (Kevin Yates) on 10/1/04 AID# 200420209. A PCN was submitted by another
consultant dated 4/7/04. DWQ (#04-0736) and the USACE (AID# 200320934 requested
additional information prior to processing the PCN on 5/7/04 and 12/1/03 respectively. The
purpose of this PCN is to address questions raised by these agencies. An office meeting with
Todd Tugwell was conducted on 7/25/05 to discuss mitigation requirements that are proposed.
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
Page 3 of 10
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 he
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,
pennanent 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 percrnttial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation fonns 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.
Provide a written description of the proposed impacts: Riparian buffers, wetlands, and
stream channels will be impacted by subdivision road/utility crossings at the 5 enumerated
locations shown of the attached site plan. The crossings will consist of culverts placcd in the
stream channel at sufficient depth so as not to change the channel elevation The site plan
precludes any impact to buffers and/or wetlands in order to access buildable areas on
individual lots.
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 imnacts due to hoth structure and flonrdinu

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)
I Clear, fill, grade Emergent No Crosses 0.046
2 Clear, fill, grade Riparian, early succession No Crosses 0.0894
3 Clear, fill, grade Riparian, early succession No Crosses source 0.002
4 Clear, fill, grade Riparian, shrub/emergent No Crosses 0.1047
5 Clear, fill, grade Emergent No Crosses 0.0884

Total Wetland Impact (acres) 0.3305
3. List the total acreage (estimated) of all existing wetlands on the property: Approx. 36 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,
Page 4 of 10
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide by •13,560.
Average
Stream Impact
Perennial Stream Impact Arco of
Number Stream Name Type of Impact ' Width Lcnhth Impact
(indicate on map) ?
Intermittent
? Before (linear feet) (acres)
Impact
1 1" Ord. UT Crooked Crk Culvert, stabl. Intermittent 2 feet 70 0.0032
4 1" Ord. UT Crooked Crk Culvert, stabl. Perennial 3 feet 77 0.0053
5 2" Ord. UT Crooked Crk Culvert, stabl. Perennial 5 feet 51 0.0059

Total Stream Impact (by length and acreage) 19R 0.0144
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
Site Number
(indicate on ma) Name
(if applicable) Waterbody
Type of Impact Type of Waterbody
(lake' pand estuary' sound, bay, sound, ba .,
ocean, etc.) ;%rca 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): 0.0144
Wetland Impact (acres): 0.3305
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.3449
Total Stream Impact (linear feet): 198
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 USAC1:.
8. Pond Creation N/A
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
Page 5 of 10
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 stonnwater 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
infonnation related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lowcr-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. Impacts to jurisdictional
areas (wetlands, streams, buffers) are minimized within the constraints of site top )1TiqMhy and
project financial viability by: 1) limiting the number of subdivision road utility crossings- of
jurisdictional areas while maintaining; access to buildable areas, 2) siting roar} crossings where
riparian wetlands are narrow, 3) siting roads and crossings so that access to buildable areas of the
lots will not require impact to jurisdictional areas, 4) locating lot lines along jurisdictional areas
to protect the jurisdictional areas by incorporating them as natural border zones, and to ohtimize
access and usage of buildable areas, 5) planning larger lots with moderate-sized homes f«r a low
ratio of impervious to pervious acreage for stor nwater management. Sediment and crosion
control techniques will be implemented in accordance the BMPs outlined in the latest edition of
the Erosion and Sedimentation Control Planning and Design Manual issued by the North_
Carolina Division of Land Resources and the Sediment Control Commission.
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
Pennits, published in the Federal Register on January 15, 2002, mitigation will he required Mhcn
necessary to ensure that adverse effects to the aquatic environment are minima}. 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; wctland
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.
Page 6 of 10
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, available at
httn://h2o.enr.state.nc.us/ncwetlands/strmaide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much infonnation as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreagedinear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, ctc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation for riparian wetland, buffer, and stream channel impacts will partially be provided
on-site. Approximately 85% of the riparian wetlands, buffers, and stream channels will be
protected in perpetuity by a state-held Conservation Easement (CE). A copy of the sii"ncd
Option Agreement between the Grantor (North Wake Properties) and the Grantee State of
North Carolina) was submitted with the previous Preconstruction Notification. The CE
prohibits all impacts to wetlands, buffers, and stream channels specified by tile casenlelit. '111d
the easement areas located on individual lots will be recorded on the deeds tier these lets and
include all prohibitions against impacts. Because the proposed devclolitncnt pl,m
includes maintaining; the fann pond, the pond and wetland/buffer/stream areas upgradicnt are
not included in the Conservation Easement but will be identified on deeds and protcctc<f by
deed restrictions.
The applicant will pay for removal of the existing in-stream culvert near the hottom of the 2"0.
Order stream and removal of the nearby abandoned culvert lying in the riparian area. Based
on previous conversations between the applicant and previous consultant, it is S&,F(-s
understanding that direct mitigation for stream impacts will not be required by tile .11,,cllcies.
The applicant proposes payment to the NCEEP at a 1:1 ratio for wetland impacts.
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 detennine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this tOrnt. For
additional information regarding the application process for the NCEEP, check the NCF P
website at http://h2o.cnr.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): 0.331
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 7of10
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 (Nl PA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the St PA
coordinator at [phone] to review current thresholds for environmental (locumcntation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse'? It' 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 it
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 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buf3crs.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact
Location Zone* Impact
(square feet) Multiplier
_ K"luit"t
Ntiti:'ation
1 4354 3 0
1 2 2860 1.5 1 - 0
2 1 0 3 - 0
2 722 1.5 n

3
1
0
3 -
i _
2 922 1.5 tt
-
4 1 4180 3 - - -ri
-
2 2858 1.5
5 1 4914 3 0
2 2261 1.5 ti
Total 23,071 J_
0
Zone I extends out 30 tect perpendicular trom the top of the near bank of channel; Lone 2 extend; ?n
additional 20 feet from the edge of Zone 1.
Page 8of10
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 ;is identified
within 15A NCAC 213.0242 or.0244, or.0260. None required.
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. Except for four small outhuildintt,; and an
abandoned mobile home (all to be removed by applicant), no existing im icrvious surfaces
currently exist on the 158+ acre site. Development of the subdivision will result in impervious
surface area of approximately 3.8 acres from subdivision roads, 1.1 acres trom private
driveways, and 2.5 acres from private residences. Therefore, project impervious is wc11 helow
the DWQ 30% that would require stonnwater treatment prior to discharge. The point-source
discharge of stormwater into Jurisdictional areas will be prohibited by the C'1:. Stormwater
runoff from the roadside ditch system will be diverted into level spreaders adjacent to buflcr
boundaries (see attached plans and DWQ worksheets for the location and sizing of all level
spreaders by Ward & Associates).
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.
Each residential property will have sufficient land area of suitable soil to provide the nitrification
area and a repair area for an on-site septic system designed for the treatment and non-dischame
of wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) orally Buffer Ruics?
Yes ? No
Is this an after-the-fact pen-nit 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
Page 9 of 10
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://h 2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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 I:ndauL crcd and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

Applicant Agent,Ygignature Date
(Agent's signature is vad only if an authorization letter from the applicant is provide(l.)
Page 10 of 10
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Figure 2: Site Soil Map
Proposed Shartree Farms Subdivision
State Road 1001 ?" \ I
Franklin County, Bunn, North Carolina r< -4?zt} ' t i lyrlr
>
J4 V1J r X11 \ 4 ?I r _? t???
B W4
4,
?OF W ArF9 h.trI F Fa J,-v, Govctnor
\Vtl!iam G Ro„ )r., seetetary
O G North Carolina Department t4 Emit nn:cnt r.d `:.omal Rr.ourcc,
r
Q e. r i Alan Kann; k, P.li , Director
O x t DY Dvii.,wa (if W.11cr Quality
w 5?
11. 1ti11111S, I;puty Uitrctor
)ici,u:n t f \Vater Quality
flay 17, 2004
DWQ 0 01-0736
Franklin County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
North Wake Properties, LLC
Attn: Eddie Speas
7612 Literary Lane
Wake Forest, NC 27587
Subject Property: Shartree Farms Subdivision
Dear Mr. Speas:
On May 6, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application reraidnw your
plan to fill wetlands or waters for the purpose of constructing a subdivision in Franklin County. Appfoval 11-0111
DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance l" = 100 feet) so we
can begin to determine your projects' compliance with 15A NCAC 2H.0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on a snap at
a scale of 1"=50'.
2. Please indicate all buffer impacts on the site plan.
3. Please provide cross section details showing the provisions for aquatic life passage.
4. Please indicate the diffuse flow provision measures on the site plan.
5. This Office believes that the road crossing labeled on the plans as "site 3" can he nluvcd or
reconfigured to avoid the impacts to the stream and buffers. Please revise the plans to avoid the
impacts.
Please telephone Debbie Edwards at 919-733-9502 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 211
.0505(c). The processing time for this application will begin when this information is received. If wL. do not hear
from you by writing or by fax at [phone] within three (3) weeks we will assume you no lon,rcr want to
pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
o? . Dorney
icatitrn Program
40 Water Quality CeJri
f
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
David LaTowsky, Armstrong Environmental, 4011 West Chase Blvd, Suite 110, Raleigh, NC 27007,A-7,;A
NLULN {
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733.6893 (fax), (http /fh2o.enr.state.nc.us/ncwcliands)
Customer Service #: 1-877.623-6748
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200320934 County: Franklin
Incomplete Application Notification
Property
Owner Eddie Speas
Address 7612 Literary Lane
Wake Forest, NC 27587
Telephone Number 919-556-2700
Authorized Agent
Armstrong Environmental. I'.C.
Attn: H. David Latowsky, P. F.
4011 WestChase Boulevard Suitc 1 10
Raleigh, NC 27607
Telephone Number 919-838-01)1',
Location/Description of Proposed Activity: The construction of a residential subdivision (Shartrcc
Farms) on the west side of S.R.1001 approximately 0.4 from its intersection with N.C. 9", in Bunn,
Franklin County, North Carolina.
Type of Permit Applied For (check one): IP ( ) NWP ( X ) GP ( )
Applicable law: Section 404 of the Clean Water Act ( X ); Section 10, Rivers and I larbor .\ct
YOUR APPLICATION/PRE CONSTRUCTION NOTIFICATION IS INCOMPLEIT !\ND CANNOT
BE EVALUATED UNTIL THE FOLLOWING INFORMATION IS RECEIVED (CI IECK ALL TI]AI'
APPLY):
Your application/pre-construction notification form has not been completed and/or signed. (see
remarks)
X Under the conditions of Nationwide Permit # 39 , you are required to submit an aquatic resource
mitigation plan. The required plan is either insufficient or has not been included with vour
notification (see remarks).
Your application/pre-construction notification did not include information describing; measures you
have implemented to avoid and minimize losses of Waters of the United States.
X Your submitted project plans or maps were insufficient, too large, or not legible (see remarks)
Your application/pre-construction notification did not include a delineation olfaticcted special
aquatic sites, including wetlands, vegetated shallows, and riffle and pool complexes as rrquirod.
You must submit a copy of your application to the NC Wildlife Resources Commission (\\'IZC)
since your proposed work is in a designated trout water county (see remarks section below liar the
address of your WRC representative)
Other (see remarks below)
REMARKS: Mr. Latowsky, per our conversation on 10/27/03, please provide our office with the
conservation easement verbage using the Corp's template, as well as a survey of the area to be placed in
the conservation easement. Please provide a legible (larger) delineation of entire tract and overlay lots as
proposed on the survey.
Date: 12-01-03
Corps Regulatory Official: Kevin Yates Telephone No.: 919-846-8-1,11 x.10
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
!. PROJECT INFORMATION (please complete the following information):
Project r;arne Sf},q?7iCC ?.9 ii' 1+'I I U b i ? i!%a ?
com-ctPelson: hgv)d Ward Phone Number: (919) 767-7.,J"6-_ - --
Leicl Spreader ID:. Ls_
Level Spreader Length ft. (perpendicular to flow)
Drainage Ai ea 1. -7 2. ac. (on-site and off-site drainage to the L.,_1 Srie: J_r)
In;pe;vious Area ac. (on site and off site drainage to the level crr?uYr)
fvri:?imum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8S. f --r tIrCF; gr unJ
g;'iSs
Mix. Discharge tram a 10 Year Storm _ 3• 7- cfs
Discharge to Level Spreader ?. q Z cfs
Filler Strip!Buffer Vegetation c{c Giuv.d C?oL+
(thick ground cover or grass, canopied fcr?_t v.,Ut L• f Ia'
groundcover)
Pro-treaunent or Bypass Method --LV-14-
it. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting docurnui-.U;?-n is 1(a
•ubn;•,t,a , _tud
requirementhas not been met, attach an explanation of why. At a minimum, a complete stormwater managein_nt [.1.3;1
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet -u.:ture A.1_, d
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal packa , :..1 rLvult in d 101
additional information and will substantially delay final review and approval of the project.
Aoplican nitials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs ;n cur,c;p _d far: _; ,: ;n Ic.,l
litter.
Pre-Form Scour Holes are on flat slopes only
....U No structures are located in protected buffers'
It oypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provide _J
Discharge to level spreader and subsequent filter strip is hydraulically and spatially sep:.r ts'rc,n u; b;L _i ,
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 rup.,:r.
.%?__ The operation and maintenance agreement signed and notarized by the responsible p.,ity is pro.di,J
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on ,Iop- of up to 25, -;:1 with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. Thi_ paerrtilly rLa
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 0 a pr t t: d bait," ..rya
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name V#,44Titet, 69X1 dU6AVilldn
comactPerson: bAV1? Wait/ Phone Number: (919) __-
Letiel Spreader ID: _ S - Z
Les, -l Spreader Length ? ft.
Dr it age Area ac.
mpaivious Area ac.
Mciximum Filter Strip/Buffer Slope %
glass
i,ia:,. Discharge from a 10 Year Storm 2??G cis
D,la:. Discharge to Level Spreader cis
Fiiiar Strip.'BuNer Vegetation s clc Gn,?,J caG?
(perpendicular to flow)
(on-site and off-site drainage to the Ic -I , iu 1 r)
(on-site and oft-site drainage to the I,..;-I i-,it-r)
(6% for forested, leaf littler cover, 8°, f-r t r, E, gr and cr_.;,r)*
(thick ground cover or grass, canopi,.d f_r t %;m I:
groundcover)
Pre-treatment or Bypass Method IVI4
it. REQUIRED ITEMS CHECKLIST
Initial in tine space provided to indicate the following design requirements have been met and supporting docuim;cJ.J.Jn is If,,
requireinent has not been met, attach an explanation of why. At a minimum, a complete stormwater managen,•-Hl p! :n cut•n tl_:i ;i luda_.
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet luuvt}re det".a..: dut
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal packaga v.,C rei.ult in ,, rujuu_t for
additional information and will substantially delay final review and approval of the project.
A plicai nitiais
.;/ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in ear; ,;i_d ture,t `,,.,th iel.t
litter.
_ Pre-Form Scour Holes are on flat slopes only
l/ No structures are located in protected buffers"
It bypass method specified in the Draft Level Spreader Design Option Document:
Ijf_0_._Bypass method is specified (if applicable) and plan details and calculations are provid-J
Discharge to level spreader and subsequent filter strip is hydraulically and spatially sup ,r e ficin the d;f --_
discharge.
No structures are located in protected buffers.
_ /l ,Plan details for the bypass and outlets are provided.
/ The operation and maintenance agreement includes annual erosion and vegetation rriu.
The operation and maintenance agreement signed and notarized by the responsible p.;(1), I" Pfu),.Id:J
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slof es of up to 5 t .;rc:a
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This pct.ntrl y rry ;;" J
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a f°rct_c(eo buffer :,r_ ,.
DWO Project No.__
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
t. PROJECT INFORMATION (please complete the following information):
PruectNlme Sw ,gler.<ef ? i0641iy%dn
contact Person: _ DA viol w a-d Phone Number. (9/9) ?d7-7J
Level Si reader ID:. L.S- 3
Level Spreader Length _ ft. (perpendicular to flow)
Drain_ge ;?raa 9 ac. (on-site and off-site drainage to the I :._I :;ur J r)
nparvi us Areal ac. (on-site and off-site drainage to the I_;•_f
f:d?ain?r:m Filter StriplBufter Slope (6% for forested, leaf littler cover, 84 fu-r tr,i_k grouuj c
Jlil??
vlax. Discharge from a 10 Year Storm cis
r t<?:. Discharge to Level Spreader cis
Filter Strip/130er Vegetation 4-4 r Ck- G?uv•J Care-+
(thick ground cover or grass, canopit- 1 is r t ,: th I_-At Lt;- r
groundcover)
Pre-treats ent or Bypass (Method /V /_4
it. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting doccn • - ii f If a
rayurioment has riot been met, attach an explanation of why. At a minimum, a complete stormwater managc;rr.7:t 2!,;n ulrnit.,l ,n=i:; J r.
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet sLu tore dot:::: , :. dA_-!: d
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal packa.:- r;.ll ruuult in J r, •;u?st fo
additional information and will substantially delay final review and approval of the project.
_ ?? _ Level spreader is at least 13 ft, per cts for thick ground cover or grass or 100 ft per cf, in c:,nn; ;uJ fL:re_t lu:?I
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
_ __Bypass method is specified (if applicable) and plan details and calculations are provide 7
__Discharge to level spreader and subsequent filter strip is hydraulically and spatially sc: f r ,te from th:; byp.:
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 ref , .r.
The operation and maintenance agreement signed and notarized by the responsible p:?;Ii i pf r; did
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on cf,,,; .. of up to ;n J, Lzds
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. Th:c 46t_ntr-:l, r .; r.es a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 ct ,;17tot_:_t!_d Luftur art,a
DWQ Project No.____ .
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
: __--
PrmjectName
Contact Pelson: Dg vld W A -c/___ Phone Number: (4/9
Level Spreader ID:. LJ- Y
Lavl 5praador Length tt (perpendicular to flow)
Drainaya Ara : _ .97 _ ac. (on-site and off-site drainage to the
Impervious Area 2 Z_ ac. (on-site and off-site drainage to the 1 I r? J r)
f•;lil:?)nlun) Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8-U tri;:P, gr?ui?u c??:?r)'
glass
f.fax. Discharge iron a "10 Year Siorm cfs
vlax. Discharge to Level Spreader cis
Filter Sirip/Buffer Vegetation -PA c%- 1zov.J 6-11L+
(thick ground cover or grass, canopi, t r? 1 Bath I .,t k:; ,-;r
groundcover)
Pr e-treats ent or Bypass Method /,v 1A
11, REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting ducun;L nt.-it.?n is tt h+_:?. tf
requirement has not been met, attach an explanation of why. At a rninimum, a complete stormwater manaq., n fit plwn t
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet face to d+-t:: ,, a detail< a
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal pack3•;- result in , ',L I for
additional information and will substantially delay final review and approval of the project.
,iic;nr nitials
_ Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per ci; r cancpi d Ic,e t v. th Deal
litter.
_f _Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers=
It bypass method specified in the Draft Level Spreader Design Option Document:
A-4 Bypass method is specified (if applicable) and plan details and calculations are proviJL J
,?2 Discharge to level spreader and subsequent filter strip is hydraulically and spatially sr-f rate Lo,n th_
discharge.
No structures are located in protected buffers.
/V? Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation i-a.r.
_____ •Y.'`i./ The operation and maintenance agreement signed and notarized by the responsible party is pro .iJL.1
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on sac,: s of up to 5'.. 0 ::real
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. T I,i p;,tenUJ!.:y fuquat:41 a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 ct It f set. ct, d Lultur < rca,
DWQ Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
ProjectN::me: S?}9KTRC? ?/9R1?'t fU6di?i!%un _- --- _ -- __---
ConiaciPerson: LUgv1d Wa-C/ Phone Number: (919)
Level Spir aldej ID:.
L1
JJJ /
Laval Spreader Length (p / tt. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the k: 1 f rr,dt r)
1111pewious Area ac. (on-site and off-site drainage to the I_.-1 crread;r)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 81.1 fir t ;,;-k _;icunJ c.. r)'
gtass
viax. Discharge from a '10 Year Storm 6 5' _ cfs
Max. Discharge to Level Spreader cfs
Filler SuipiBuffer Vegetation PA F c1k G,z? d C?qt?+
(thick ground cover or grass, canopik J tc:rert r. tit l:_af tr. r
groundcover)
Pic treatment or Bypass Method _VZ./?_
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting doct,n?nla at is ;;,:. r: d, if u
requaement has riot been met, attach an explanation of why. At a minirnum, a complete stormwater managen;,_M p'-in subm m: inciudu
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet _atu•au e d t ;ls, dct.ai d
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal packa,x re-_uit in a rc ;tjuA rx
additional information and will substantially delay final review and approval of the project.
A'Fi?!ica?n In?itials
.n c:;r,cpi d tot _t ;..!n Iu a
Level spreader is at least 13 tt. per cfs for thick ground cover or grass or 100 ft per cf,
litter.
Pre-Form Scour Holes are on flat slopes only
r?L _No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
-Bypass method is specified (if applicable) and plan details and calculations are provid.J
Discharge to level spreader and subsequent filter strip is hydraulically and spatially sep rule from trr? c
discharge.
No structures are located in protected buffers.
_ A/ --Plan details for the bypass and outlets are provided.
Al/ The operation and maintenance agreement includes annual erosion and vegetation ra .a r.
4?LL The operation and maintenance agreement signed and notarized by the responsible p;; ty i, pij, ii1 J
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on of up to ;;r :vuxl-
wim thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document Tt ,,ctr rtti ;;ly r uqu: c , a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of , f rut.--tud built r ; re,l.
DVVQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following infon
d U 6.
ProjaCI Naffe : S .499-Ke'e MX 14
Ccntaci Person: b A v i0? w a-al _
Level Spreader ID:.
Phone Number: (9/9) 367-7yf_,_
-eves Spreader Length ft.
Drainage area 2, o --- ac.
ImpeNIDUs area 4 ac.
bL',xirnum Filter Strip/Buffer Slope
grass
%!"X. Disciruge from a '10 Year Storm .2. 1 cfs
Max. Discharge to Level Spreader 2, cfs
Filter Su ip.'Buffer Vegetation 4-4t c{c Gn,? J C.iuei
Pre-u eaunent or Bypass Method [J 1A
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the I,-::r I
(on-site and off-site drainage to the le:_I f;re d r)
(6% for forested, leaf littler cover, 8% f,•r tr-& r,ru:_riJ co-ii
(thick ground cover or grass, canopied f.•rL?,t v. th Ic.:f I;;;-.r
groundcover)
initial in the space provided to indicate the following design requirements have been met and supporting doCnniv;?taton i „ti_;._h,•,t. it,
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater managen.",t p! ,n subm;tt?l <ncluda,
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet s:;u_taru
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package ;.. I fruit in a rr u .,t foi
additional information and will substantially delay final review and approval of the project.
Ai)plican a nitials
-!? Level spreader is at least 13 fl. per cfs for thick ground cover or grass or 100 ft per cfs ;n c :n-I;i?d tvre_t :. th bv.,f
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers`
it bypass method specified in the Draft Level Spreader Design Option Document:
-_A/? Bypass method is specified (if applicable) and plan details and calculations are providrJ
_____,L__,Discharge to level spreader and subsequent filter strip is hydraulically and spatially sepur; t:; from th b;I -"
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 rep,;;[.
The operation and maintenance agreement signed and notarized by the responsible p.;rty is , ru:iJed.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slot _ s of up to 25: _. ;n ;,; L-,»
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. TI f n:.;'; r y;nro a
minor variance if,, protected buffer areas. In any event the second level spreader cannot be located in Zone 1 cf 0 hr?a_ct d bull, r "rya
DVVQ Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Pic,jectF:arne: S .491- e'e, /'r9X1>'t fUbA ?i!%an -- -
contact Person: bgvld W g-c/ Phone Number. (9/9 ) Lwel Spr?nder ID:. LS- 7
Laval Spreader Length 7J' it. (perpendicular to flow)
Drainage Area /, 6 9 __ ac. (on-site and off-site drainage to the I_. _ I , .,J1, r)
Imp, ivious Area ac. (on-site and off-site drainage to the i_'.-_I ; :rv-iJ, r)
NIL)XIn i Filter Strip/Buffer Slope (6% for forested, leaf littler cover, 8". f.--i t :k gwunll c-.i)'
grc;ss
i,;Ia. Disch arge i'rom a 10 Year Storm
m,-x. Discharge to Level Spreader
Rim Suip;Buffer Vegetation
S da' cis
cfs
+4i -k G?e?.J Grpln
(thick ground cover or grass, canop'_d tc,eA v. th ;c_sf 6a-r
groundcover)
Pia-treatment or Bypass Method
11. REQUIRED ITEMS CHECKLIST
N/-4
Initial in me space provided to indicate the following design requirements have been met and supporting docul o-ritjt;._n is h_d, if a
requueinenr has not been met, attach an explanation of why. At a minimum, a complete stormwater managc,n;_nt plan subrnltt.,l i.rclud s
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet stru-hJre d-ta.l• a c a i. d
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal packn-,: 4J rc_uIt in it ..;ua t t:)r
additional information and will substantially delay final review and approval of the project.
---Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cf :n C n pi d fcrc t ,',ith I ;,t
litter.
r/ Pre-Form Scour Holes are on fiat slopes only
Z. _No structures are located in protected buffers"
it bypass method specified in the Draft Level Spreader Design Option Document.
,A?4 Bypass method is specified (if applicable) and plan details and calculations are provid_d
Discharge to level spreader and subsequent filter strip is hydraulically and spatially sr p.ila;e ftcm thu byf ..-s
discharge.
No structures are located in protected buffers.
h?? ____Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation rk ,. ;:;.
_ 44? The operation and maintenance agreement signed and notarized by the responsible party rs pro:rd._?
Level spreaders in series can be used on slopes of up to 159 in forested areas with leaf littler cover or on s! ;: of up to 3 ;n
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. D; F t_nht'.y t, ,.; rus t
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 ct ,: frctect d bu11Cr ::r? ;.
EQ0Szstem .
PROGRAM
Kevin Martin
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Shartree Subdivision
July 21, 2005
County: Franklin
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEI') is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision dues 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 NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the .101
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are sununarized in the
following table.
River Basin Wetlands Stream Buffer Bulfer
Cataloging (Acres) (Linear Feet) Zone 1 'Lone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Tar-Pamlico 0.40 0 0 0 0 21,494 12,50.1
03020101
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. 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, 1995.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
biaam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Andrea Wade, USACOE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
R"toru-tg... F ... Prot" aw Stag tACDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / w,,vw.nceep.net
08/08/05 07:40 FAX [phone] CUUMELL 13ANMR A11vANIAu
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
y?uu?
No person may initiate any land-disturbing activity on one or more acres as covered by the Act beforo this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Ocotion, N.C. Deportment of Cnvironment and Noturol Reaouroea. (i Ieoac type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the bluank.)
Part A.
Project Name Shartree Farm Subdivision
2. Location of land-disturbing activity: County Franklin City or Township Rini
Highway/Street Pearces Rd Latitude 350 58' 9" N Longitude 780 17'40" W
3. Approximate date land-disturbing activity will commence: August 1 2005
4. Purpose of development (residential, commercial, industrial, institutional, etc.): RcfJdcntinl
5. Total acreage disturbed or uncovered fincludina off-site borrow and waste areas):-5.77 AC
6. Amount of foo onclocod: $ 300.00 Tho appiic-ation foo of $60.00 iwr =cro (roundod
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fea is S450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
A PPrenn to rnntsrt chn0d arncinn anri cariimpnt rnntrnl icciiac srica rlllrind lanrl-riichirhinp artivilyr
Name Carl Speicher E-mail Address N/A
Telephone [phone] Cell # 919-291-3371 Fax ft t31g-6r1-n72g
9. Landowner(s) of Record (attach accompanied page to list additional owners):
North Wake Properties. LLC 919-414-2580 919-761-0413
Name Telephone Fax Number
76012 Literary lane Same
Current Mailing Address Current Stroot Address
Wake Forest NC 27587 Same
City State Zip City State `Lip
10. Deed Book No. 1375 Page No. 249 Provide a copy of thu most current decd.
Part B.
Person(s) or firm(s) who are tinancially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
North Wake Properties
Name
76412 Literarv lane
Current Mailing Address
Wake Forest NC 27587
City State Zip
Tolophono 010 4 i li 25OLO
_edsneas rni a?l.cnm_ _
E-mail Address
Current Street Address
City State Zip
l=ax Nr!mbo.*-010 791 041-2
00,108,105 07 a 41 PAS 010 781 0410
moo..
COLDWULL DANRI;12 ADVANTAC
k?uVa
2. (a) If the Financially Responsible Parry is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Respunsible Perly Is a Parbierehip or uthe t parson engaginU in bwincsa under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Res-ponsible
Party Is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip city state Zip
TPIPrhnnA Fax NirmhPr
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attomey-in-fact, or if not an individual, by an officer, director, partner, or rerdister:d agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
name
Signature
Member/Manager
Title or Authority
r7-
Date
I, C'-TCr-L-'N ?1?`ti-ate , a Nul'ary Puuiic; ur mu Guway ur
State of North Carolina, hereby certify that _ ealW ? l S plc, S appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and n
NoTAAY
C:
Seal s *-..P U B L I
?t day of , 200S
S
Notary
My commission expires I Z 2009
08/08/05 07:42 FAX [phone] COLDIVELL BANKER ADVANTAG 1luu'l
00/27/06 16:68 FAX 919 M 0144
COIAIi I BAR= ADVANUG
0004
auq
Doe xpp: ,00=1 TV0i1
neoordodt f4/1?1a008 At D3:.OIL3 M
1
,0 0e 1 Of 1
FE-129tTax; 01.140
klin Ccunty No Caromrit
a H. stone'noglbttr of wZ;:a
1:4375 PQ49
Up I WAItItAPITYAE
n
j=e IbzS1,160 Nip Elb 1011
M mystm?t]>?II EL R1Gh, Up
BaX20101 Web;F NC27386
NORTH CAROLINA WARRANTY Dz
FRANIC1 IN WU14 IX GRATTIE
GRANI'Oli
Ron= • v. BOYD and VM MAXUA V, DOYD ? LU=zry rLamRflPl?iLTiESS, Y.T, C.
Wake Fora North Ca mllao 275."17
T= CC51904VAL 0 "Lw LA C°°`'- O° -.a U..is .3,41 :6A1Tr1R All Parrish thck heil& Kt-U S:317, 0 A
U,46.s, and ab a it,I,& hpim ply, witumlitte, fcadnf= or D=tCr as tOQUiCd by ooat?.
This DEED made th!312m day of No'vesmba• 2003 by and bCMom GRANTOR and MANTTI3 r.. ^.:1
abow: WITNBS SETH
,to GRAI n fw a valuable ca Uja=alim paid by GAANIBJ3, the receipt of w1ac!, is hcLby
acxmvwLv0bpkh 1+. br,.. -.4 6"°?•? -A b. a- - r'-•••,•• 116" e4vn rMt_ hattmia. WU Era CZ?UVCy W
GRA21z-r,F- that ccztain lot, duct or P=1 of land wbkh is mold pactlonlatly described as follows-
the Haada Townvhip, ]V=.kUn Lo=y, No= Catulltw Paul D-GWO .11
Tinted in
containiar,10.29 mans and Lot 2 containing 189 aei00 shown OA tttac hoar =ulta "aw.{.. my
Swp of f' H-bmt D. & Muria V. Boyd recorded in Book of Maps 2009 Page 321, Yranllin
Co=" RC;1=7.
street Addtx m rcm,= A-4 3=6 North Carolina
ICi XIANz Aj M To xm=> 1b- -geaw4A p-d of I-A ?ngrdluT faith all vrM10200 M4 eD. t': t3
ther== bdov&9 to GRAXM in fx raw I .
GR.ANIM w,==t3 with GR•ANTM 1bat aRANTOR. is coized of the prumbes la f- i tth-t
elw biro tbft-,*n in mivk+etablC and tr'OO anti Gimr UC ua liaa aua cm,4unb? *", =.d tlmk py-A7SrMR w11 wArrant
and dofaud tho title tbctto against the lawful dliM of all pta000 whom 06=, CXCCpt as ha=-Ift ' s:su tl.
IN WTrMS WUMeOF, GRWmR bas c azatcd this inEat=md an this the day and y -s L:' above
IMM D.I3OTD
rlv W v •I AT E
WARTA V. BPublic is of .? l l- Cotmly. North C=U= c€ taz-, t =t -
tltiv clay RThAbtat o uud D. aai Boyd =a a>Ld (Oyd y Darla V. Boyd p =,d bd= me and aclmowlfldgoi cue i:a cf tL.p=,=,W pp
VVT== my b=d and Not add 3ca1, this the day of M vembCr 2003.
ADZ&
-k
MYwn=dalivue Tkim North Caroli - Franklin County '
The foregoing certificate of John N. Rich, a
Notary Public, is Certified to be corrcct and
duly recorded this 17th day of Novc;ber. 2003.
1
Linda H. Stone, Register of Deeds
Impact Area 1
.
t ?? t? r.. `? 1 )kt iN ?h! It li v •'„ a? J '
,
may.r
'!; i l i 1 y ? \ . 7?yy. ? f=J\e 1?` J: l i ? ?,?' •s'? ?^? ti? ?i r - ? f S "
?? ?? ?t ?\? ??,??Stl??ti,,??l? ?Fti,?'??` _ ? ? r,;.?°..??.yla ?1 ?fi???f-? ? ' yL ` y? ?.•}?
?. 411k? h`. ?` \ >\ ,1?'' _?9:j 1?`? ??r1? It ?.?'? ?! '.. Its ?I "T- ?f?j?r ?{_- t ?'?i ? r% ?` _ y ` .?.1 ? r. ? •.1 w ?^
Ii ?; 4 r? ? ?, y r
/ V L I VT `![ -1yyy? q }41'
till
Y'-Wr._
r
a?l?? ??1 ?w \ ? ?? ?"?5 - ?l ?? ,?/.?-? ,fr ? ~t,)_ ' -? lam'{i 1,,. •? lr+j ? .s'
OL
' kN /r .,-
/ ?w
7/19/2005
Impact Area 1
7/19/2005
Impact Area 2
7/19/2005
Impact Area 3
t
7/19/2005
Impact Area 4
7/19/2005
Impact Area 5
7/19/2005
Impact Area 5

7/19/2005
I
I ,
,5'.0• f r
N/F DA%IS GROUP FARMS, PLLC
6-0 I 5-D' 16'•a' S'-0' ' 0.0. 11 16,PC2591\
GA,LpI.I 1J1 I /
I k
SL CXIE
LOCAL RESIDENTIAL ROAD PROFILE I ... \ /
/ //IMP
16
17 1. y
N/f EMMA ,EAN STR'CKLANO 19
FLAT PECOR'J F,LE 13, SLICE
92-224
P161X7??-•.
/ f WARD & ASSOCIATES, PLLC
? y Cr,1l ENGIr+EERS - SUR,'EYORS -
\ / / \ I r 1 Vv0 PLANNING
i + I 122 N. SJ-EM STREET
/ , 1 r/rr
STE
APEX. N.C. 27502
TELEP"ONE: [phone]
F-: (919) %7-767}
I
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12 ` 1
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SHEET LEGEND a SEAL
k E f - 6175
?/ a. ??^ n.7Ga SHEET 1 - OVERALL SUBDIVISION
..w SHEET 2 - LEVEL SPREADER 1,8 '? C 0 I NE ?P?Q\
A SHEET 3 - LEVEL SPREADER 2
V
n2 26 4 SHEET 4 - LEVEL SPREADER 3 D1?V1`VVV\
SHEET 5 - LEVEL SPREADER 4
21 / SHEET 6 - IMPACT AREA 1
SHEET 7 - LEVEL 1 1L / ?/ 1 SPREADER
8 - IMPACT ARE5R S6
23

I '= 5
?J 1
1 / I ?+
\
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p N WI A T. LASSITER
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RECORD FILE 13
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/ SL E 91-101

I 30 4 1
- r ?4 Gat n 4 / I

r / Mw /

32
1 lI
1 S NOW OR FORMERLY
JAMpt L. WARD PROPERTY
1 33
Gnu. 2/
- LS 1.27 AC. TO CA
PACE 378
W/P BOOK 2000
,
OW OR FORMERLY
f
?
Da
]NE PAGE
L E9TCHR19
Y-'S 0O AC
?
. \
1 MAP BOOK 1998, PACE Y28 a s
M

GRAPHIC SCALE
I - -

\ -

\
SHARTREE FARM SUBDIVISION
300 0 150 300 600
/•' /
1 / , \ / 401/404 PERMIT
l ? 1

( IN FEET)

\
\ N/F WARD HAMS i•9P a•MgN CO. NC
1 inch = 300 ft. \ 1
' ! w LOT C-3
'
' \ 1 I 1 } L c_ PLAT RECORD FILE #3 SNARTREE\w 1COVER.DWG
SQ
-0 A SLIDE 91-101
6'-0' 20'•0' 6'-0' \ 1 J 1 / Date: 6/24/05
\
-
910007ER PAVE EN i OVW-DE
SNp1Lp DITOI

SLOPE
\

79,757 sq. ft.

'co' ,•.}00'

SHEET
1.83 acres ao- By: D. wARO 1
SF \
/ if42639 329 07 \ Checked By: G. WARD OF
RESIDENTIAL COLLECTOR ROAD PROFILE / ? ^ \ field Book: FILE

WARD & ASSOCIATES, PLLC
CNIL ENGINEERS - SURVEYORS -
LANO PLAN-"+G
122 N. SALEW STREET
APEX, N.C. 27502
TELC1w'Y[: [phone]
F1.[: (919) 761-1Q77
ZT- A- a
SEAL ,1nuu(,y
CA RO //,,,,
O¢ iy .
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6175
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SHARTREE FARM SUBOMSION
401404 PERMIT
LEVEL SPREADER 1,8
MWms T19P FRANKLM! CO. PLC.
SHARTREE\40ICOVER-DWG
Date: 6/24/05
Scale. 1--100' SHEET
Dram By: D. WARD 2
Checked By: G. WARD OF
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEG MAP
TOPOGRAPHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY Field Book FILE

WARD & ASSOCIATES, PLLC
Ch:L ENGNEERS - SURVEYORS -
LANO Pw+N:NG
122 N. SALEM STREET
raEX, NC. 27502
TasaMc (919) 367-7-5e
we: (919) J67-71Jd
De4 Re.w. b
SEAL.'X,%%I I I IIII,F/
?0` CARO ??i
0 EESS?0
a SEAL
G175
%?G'1?'/V'.....
//7/y I II111D11 t t`
1*1
LEVEL SPR .ADER 2

\
1
1
l

GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
• NOTE
LEVEL SPREADER TO BE RELOCATED
IF & WHEN ROAD IS EXTENDED TO
ADJACENT PROPERTY
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEG MAP
TOPOGRAPHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY
SHARTREE FARM SUBOMSION
401/404 PERMIT
LEVEL SPREADER 2
wsa9 iw9F FwNgAI CO. N.C.
SHARTREE\40I COVER.DWG
Dote: 6/24/05
Scale: 1'-50' SHEi
Drom By D. WARD 3
Checked By: G. WARD DF
Field Book: FILE
\ \\ 1 WARD k ASSOCIATES. PLLC
CN% ENC;NEERS - SURVEYORS -
\ \\ \ LAND PLX-mNo
\ 122 N. SALEM STREET
`. \ APEX, N.C. 27572
N 1 \ \ tt ' x
691367-1673
a- p-
01
O \ v"\ \ \\ \
n fo -? \ \ \\ \
cD ? ? LEVEL SPREADER 3 \ \ 0
Co 0-10 = 1.56 CFS
\\ DRAINAGE AREA = .69 AC \• `? SEAL i?,nuu„ ?y
\ IMPERVIOUS = .12 AC \A, CARo
\ LENGTH = 30 LF / 11 1? 'i SS
\\ ! 11 1• = a SEAL
\\ I 17 = 0175
41
STREAM 1 1 / ??yllllllll??
BANK i 11 '1 /
EX CREE CL 1 /
l ? I ? 1 1?
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\ 1 1 \
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CY) U? II / 11 II O CA \\ 1 ?V \
Q
n cn N f l I \ \?
' /?? l elf \\ \
,?, , 1, •,
SHARTREE FARM SUBDIVISION
401404
LEVEL PREADERT3
\ I
GRAPHIC SCALE ,-sp FRVea1MCO N.C.
50 0 25 50 100 200 SHARIREE\40I COVER-DWG
Dale: 6/24/05
Scale: 1'•50' SHEET
( IN FEET) Drava By: D. WARD 4
1 inch = 50 ft.
Checked By: G. WARD OF
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEG MAP
TOPOGRACHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY Field Book FILE
WARD & ASSOCIATES, PLLC
\ \ \ \ \ / !/ / CNIL ENONEERS - SoF','EYCRS -
LA-14D PLmmlic
\ / I / 122 N. ALEu STREET
A.'+Ex. N C. 21,02
/ . / / iCLEPML[ (91
: (917) 7661-7!;6
I I \ \ \ \ . - . - . ?? . / j fAx: [phone]
Da 4rw 77
\ \ \ \ \ \?. SEAL
,1,)ull,,, 11//
?04
,'r! \ ELI S TIIN G ?qN\D\ cAR
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Q Cn 6175
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-r ".' AINIID1ttttt`
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I LEVEL SPREADER 4
\\ O I I Q-10 = 3.83 CFS
n \I W38dS A DRAINAGE AREA = .97 AC
I IMPERVIOUS = .22 AC
LENGTH = 50'
I I /?
250 I I '
I i o
D
<
n
-- = - - - - - - -
I :El O
W O
O
O
_-
- -
GRAPHIC SCALE
50 0 25 50 100 200
1 C] 1=1 ? I i
( IN FEET )
1 inch = 50 ft.
SHARTREE FARM SUBDIVISION
401/404 PERMIT
L LEVEL SPREADER 4
0-) -
00 C
III/ 1MSi FW00JM Co. M.C
SHARTREE\401 COVER 1.11
Dale: 6/24/05
Saok: 1--50'
Drawn By: D. WARD
Checked By: C. WARD
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEG MAP
TOPOGRAGHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY Fdd Book: FILE
5
{ 1 S 1 4i k 1hN ?_ 1 1.- q 4 ?.? u&? ti l?p} d 1 r -W; bh 4htt6t

I
I I
I
I
I
I
I
L I
I
I
? I
?
i I

r

q
q 0 93
h
N ¢
V]
N
?50
/r-57X38 CMP
(-ErSTNG CHO-NNEL
EOTTOM
255
250
IN O

\ ?0

1
\ Vl
\
1 ?\ l h

f)

1
Ul

Q aETR?wc

IMPACT
CHANNEL IMP/

EX CR
K
\??
\ l I \1 I BUFFER I
EE
CL
??? ?
\ ZONE 1 =
t
? I ZONE 2 =
WETLAND IMPA(
F-57X38 CMP
i

DATUA( ELEV
245.00 11-01
0+50 0+00
PROFILE:
1'=3'V / 30'H
IMPACT AREA 1
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.

i
i
i / I /1 T ? C
IMPACT AREA
CULVERT 5 57X38 CMP
INLET AREA = 26.27 AC
0-10 = 59.63 CFS
0-25 = 69.04 CFS
WARD & ASSOCIATES, PLLC
CV- 11. ENCNEERS - SURL'EYCRS -
LAND PLANNN"
122 N. SALEM STREET
APEX, NC. 27502
rCEP,oc: (919) 347-7*a
roc: [phone]
0,1. 9ww a
rltl4n a+11 A atti[4 N 1} M ICe

EX CREEK CL
EX WETLAND
BOUNDARY
/./-
e
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1,,,11CAR`y,,
s
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6175
:, RhG I N?O?; 40
NN D 00
//1111111100
SHARTREE FARM SUBDIVISION
401/404 PERMIT
IMPACT AREA 1
-A s 1W6P RVHKuN co. II.r_
SHARTREE\401COkER.DWO
Date: 6/24/05
Scale: 1--50'
Drown By: D. WARD
Checked By: C- WARD
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEG MAP
TOPOGRAGHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY Field Book FILE
6
,...... ,. _, _. ,:,.. _. ... 4T- t ? , ..._ 1- ,. .. .,., 'i r ,?:,: ? 1 ?: p >.;.,. N,,_, . Y ',.. . y,*. ?,. s + a ? .?.; -,"' •:?r c.., y. l ?,'?,kh
7 .,A,x
.::? ..,. ?:. ..,.?. ... ?._,... t.: ,..... ,1..,:?. ?.,,..,.. ,?,:.?... ., a, ,.:,.,.::.. ..?._... t ,......,,?

\ WLILAND \\
\ AREA
ICY

RIPARIAN
BUFFER

?\ I
?I
1

CO
EXISTING CREEK
N '
Cn /
LEVEL SPREADE?R5 --
Q-10 - 4.64 CFS
/ DRAINAGE AREA = 2.045 AC
IMPERVIOUS = 0.3 AC
I
LENGTH = 61
GRAPHIC SCALE
so 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.

r
1 ?
1

/
G
t

/ I

\ ? L
` ? cc
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEC MAP
TOPOGRACHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY
WARD & ASSOCIATES, PLLC
GAL ENO.NEERS - SURVEYORS -
uva PLANNNG
122 N. SALEM STREET
APEX, N.C. 275402
TrLfAbNC: [phone]
FA; [phone]
A.I P.- I
o
?0,•?ESs toff
. 9 ;
SEAL r
6115 =
%,?f NNI I p,11,???
SHARTREE FARM SUBDIVISION
401/404 PERMIT
LEVEL SPREADER 5
HARM IwSP FRAM" CO. N.C
SHARTREE\40 I COVER.DWD
Date: 6/24/05
Scale: 1'•50' SHEET
Drawn By: D. WARD 7
Checked By: O. WARD OF
Field Book: FILE
Co
/? CA
W
0
/ fn -''
I/
I II
1
\1

a. y at. x x <t ar 4 4. tM. 9 4 S L& huh ,w..
'.... .. .?.. ,a, :.? L ?. ,..«?. .A.. ... :, r ?.. ,. .:.: ..-. r..,, :1.,'1,4.. ?. ..., 1 .. .., ..1, .. dJ..... ... M, ...F ?'. , .. S, •,???. .H-.,, 1,,., „l. ?. b'Y :. ,..k 4.. ,. ?... ,. I . ..?,? I,., ti,:
v:7.M
GRADE
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IWALL
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N N 04 N ? N ?

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OO
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NN
OO
N NN
N
0 Cn
O 0
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O + N N
+Z n
+ 0 M
0 +Z
+
F-
n
- N +
N N
?? N
? N
? M~
> Q Q > Q Q Q> Q > Q>
Z N Z N N ?Z ? Z ?Z
LEN 53.62 L 50. 5 EN 5 62 LEN 3.62
SLOP
57X3 0.02
CMP a SL
103 PE 0.
71 C %
PA 5
X38 o
MPA LOPE
7X38 .02%
CMPA
i
/
/

/ AI
? I
I
i
I
? I
l
`\ WETLAND
/ /
/
/
/
/
+00 31+50 32+00 32+50 33+00 \ AREA
O m m O ?
p co r1l ? (o p co It L r\ \
oD C6 00 DJ CSl O (V - - - \
N N N N N N N N N N
GRAPHIC SCALE
50 0 25 50 100 200 j
I
i
( IN FEET )
I inch = 50 ft.
1 INCH = 5 FT. VERT.
IMPACT AREA 5
MAIN CULVERT 103X71 CMPA
OVERFLOW 57X38 CMPA (X3)
INLET AREA 322 AC
0-10 = 670 CFS
0-25 = 790 CFS
0-100 = 1064 CFS
J /
CL EXISTING
CREEK
I \
EXISTING / '"
CREEK SANK
.ate-. EDGE OF ti%ETLAND
LIMIT v
WARD & ASSOCIATES, PLLC
VOL ENCSTEERS - SUR1'EYORS -
W4D PLALN-a!NG
122 N. SALEM STREET
APEX, N.C. 275C2
IRFAgNE: (919) J67-795!
ful: (919) 397-7S9J
r A1..:11 97
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tM 1W rt.+101 p Om?O III
StAL?,y\ CAIRO//
?0;ofessyo -7
SEAL of
6175
tic + HE??' ???:
SHARTREE FARM SUBDIVISION
401/404 PERMIT
LEVEL SPREADER 6
WRR6 1WSP it KLN CO. N.C-
SHARTREE\40ICOVER.OWG
Dale: 6/24/05
kale: 1'•50• SHEET
Dram By: 0. WARD 8
Checked By: G. WARD OF
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEG MAP
TOPOGRAPHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY Field Bank: Ft E
/ LEVEL SPREADER 6
N
{? CP
?A
N
Q
Q L? -?
fD
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?,. _,..,..r? ?.. ;.-:A -.:,..: •. .ci ?,: ,?? •?... ,.:'; ?? .? ?, :.:':. ,, ... v , , .. ? .r. .. r? v a ,•.fa'? ? 1ay.4. st . ! ? x, ?.P -I .c t?'h wNW !?. 1 1 t, s
. ?.. 4? ,,>. '0 i qe ?„? 9 ?_.. .. „? , ., M e.lf?e .. •.... IMV^. I. N 'Mn •, .!
...r ..»..,,.,,.,_?M, xv.?.a., ,:,..?. <.at.. ,.w,w?,w.s.. !.?,??,v? ?..,.o N•.. r -. feu ,r.....?.,_.?.»-w,:.:?.'•-. w.:rMUA.a1. .,.„ .e-.,?..... ?k -??f,,? 1..4? .lard:, __. rx4?k ,Nw, '? tile, r k. ,1x 1r+1M n.,- .,? r.:'F•.. fm, ....+ '??_. ?-+.a . ??kw.,.,t K.,r, >'ESl
h 1
?.. , _W ..... r° ? v,.n. .G Ik>.wrr, ,..'f.. ?s? 1 r. ?. . , .... ,, a. h e ,'?.?1._,,, ... ,,? .,, r'fi, ,., w . ?p? ., , »?'? a'?. - t T,w
.,,., i,??.u•., rr,?,?.,h,.,M„,,.., ,?,.1. ?r`w a., T. ,, ti,..,I•....,,t.,.?i, s :??e w.„ ?.?.c,,. wr }»..x Rr .r?i'?',,,,. ?7tr,.i?w.1n ?,,.,??. ?., ,y ?r.n,. ??.1,,rr r:?' ?,V,.:lt.?' ,1,1?.1..'?. ,?, t,. r: iti, r...?w.?
3: 3:
K cr
0 0

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? 1
r
1
i

r?
m
N N

N I
O
N O
o
N
1+00 0+50
PROFILE:
M1SY / sow
IMPACT AREA 2
'rD
.-36' CUP
-EXISnNG
25 ROUND
250
DATUM ELEV
24500
I
vI / IJ 8t0 II
= 74 /
\ I LOT 19 1 /
\ 1
\ \ 1 EDGE Of 'K:TLANO
\ \ o CL EXISTING CREEK
\ _ \ CLEARING
\ LIMIT , ? _
IMPACT AREA 2 \ \
CHANNEL = 0 LF
BUFFER IMPACT:
ZONE 1 = 0 SF
ZONE 2 = 722 SF
WETLAND IMPACT LOT 20
= 3,893
280e
\
I
GRAPHIC SCALE
50
I E:1 D 25 50 100 200 IMPACT AREA 2
CULVERT 8 36" CMP
( IN FEET) INLET AREA = 9.17 AC
I inch = 50 ft. 0-10 = 20.8 CFS
0-25 = 24.1 CFS
\
XO
LOT 14
JCL EX DRAW
S? \ OPEN SPACE
1
I
/ LOT 13
WARD & ASSOCIATES, PLLC
Cr,tl ENGNEERS - SUR%?YCRS -
W43 P(ANN:YC,
122 N. SALEM STREET
APEX, N C. 27:02
mON40w: (an) x7-7ea
Fu: (fio) xi-fa»
R-
\\\\,rk lUl1CA 117F///
°oFESS'o''"
a SEAL
G175 =
S,/ - FNO I N?Er? ?Q
/11111D
l0
SHARTREE FARM SUBDIVISION
401/404 PERMIT
IMPACT AREA 2
\ IWeRIS iMSV Fwwx Co. RC-
- 270' SHARTREE\40 ICOVER.DWC
Dole: 6/24/05
J Stole: I--50' SHEET
n Dm- BY D. WARD 9
Checked By: G. WARD OF
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USCS 7.5 DEC MAP
TOPOGRAPHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY Field Book: FILE
1 /?

?I I I?

1
I 1

N N N
WARD do ASSOCIATES, PLLC
J \ CN L ENGINEERS - SuzrEYORS -
\
\
\ -? LANG PLANN'NG
122 N. SALEM STREET
\ - APE%. N C. 27502
\? 7(LEpM}f; [phone]
Ilt; [phone]
2 W \ \ ul ? aw ?..,.
0 _
1
IMPACT AREA 4
1
/
N
CHANNEL IMPA CT = 76.3 L - ?
BUFFER IMPACT: 1 i 1 (D 1

ZONE 1 =
4
180 SF
1
1
-, 1
ZONE 2 ,
F
2
858 1
= ,
S / RING
E SEAL
\ V,`ETLAND IMPACT ,? T
?. ?CL
? 1 \III,uu1„r///
cnR
/?
`\
i55 = 4,559 SF ZONE
,?
2 1 O?
.?
?N
,?
? ?
,
\ I \LIUIT
EDGE 1
CF w
r ?
y
: Z ..` CS S r ', y
0
- ?:
v40 ?
' i
_ ` SEAL _

250 J? \ `
\ i C "' „119 '` p?•
'
\
-42x29CMP \ - , `? \\ \ ///'?N11DIt?`\\`
\ \
\
-EXISTING
GRWND \ 1 O ? ? \
\ `
?
245 I ?? ? \

nazoo?V `
EXISTING GREEK ??` y 1 ? \ L
_ _ -Sl
_ /
_

\ \ 1 C1/CI COOL An17.0 7
1+00 0+50 0+00
PRORIF:
1••5Y / 5aM
IMPACT AREA 4
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
/ 1 oT? 1 -P ???

1
\ 1 O UT /

1
IMPACT A A 3 \ I
1 °
?
(CHANNEL IMPACT /
I II (D?
BUFFER IMPACT: ?' I I I ?J -+ SHARTREE FARM SUBDMSION
ZONE 1 = 0 SF I +
I 401/404 PERMIT
ZONE 2 = 922 SF I I IMPACT AREA 3,4, LS-1
WETLAND IMPACT / IU 8 0 II
= 74
-- /
' I

,_
-
-- I I
SHARTREE\401 COVER.OwG
IMPACT AREA 4
Date: 6/24/05
CULVERT 42X29 CMP
'
•

IN
ET AR
A kak 1
50 SHEET
L
= 8.0 AC
E

0-10 = 18.2 CFS Drawn By: D. WARE) 10

0-25 = 21.0 CFS cnKk?a er c. wutD of
TOPOGRAPHICAL INFORMATION SHOWN ON THIS SHEET FROM USGS 7.5 DEG MAP
TOPOGRAGHICAL INFORMATION SHOWN IN STREET AREA FROM ACTUAL SURVEY
Field Book FILE
tl v i? `vw.y, ti T +G?i(! m1C?'• R" T ?k P-i?E?MWG ? 7..
iv."'.?1 .'?,1N'? .,. 1? ?? :.....W9'. rsaw.. .^.°i:'°+ °,'Ra. ..., 'Cc`#'dW@^,"R?
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran N Invoice Type Date Reference
7814 0808051 Invoice 08/08/05 9708.W1
P ?[#onD
AUG 9 2005
wE't""?"sMwST"Ai 1 R?n'
Check Number:
Date: 08/08/05 Check Amt:
Balance Discount
$475.00 $0.00
000514
514
$475.00
Pay Amount
$475.00