20070464 Ver 1_401 Application_20070307

Environmental Consultants, PA
:Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Eric Alsmeyer Attn: Cyndi Karoly
6508 Falls of the Neuse Rd., Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-2260 ,
From: Nicole Thomson ~ s s a
Soil & Environmental Consultants, P.A. PaYM ~PJT ~ `~
11010 Raven Ridge Road
Raleigh, NC 27614 RECEIVED
Re: Olde Liberty Golf Club (formerly Old Ballymore) ''~
Franklin County, NC ' ° "'~-%r
On behalf of the owner, Olde Liberty Club, LLC Attn: Richard Wolf, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USAGE) and the
N.C. Division of Water Quality (DWQ) that the activities proposed below may precede under Nationwide Permits 39,
12 and 18 and General Water Quality Certifications 3402 and 3374. Please contact me at [phone] if you have
any questions or require additional information.
PROJECT SUMMARY
Project Name Olde Lib Golf Club former] Old Ball ore
Project T e Residential Develo ment and Golf Course
Owner / A licant Olde Lib Club LLC Attn: Richard Wolf
Coun Franklin
Nearest Town Youn sville
Waterbod Name Cedar Creek
Basin /Sub-basin Tar Pamlico River Basin• 03-03-01
Index Number 28-29- 1
Class WS-II; H W; NSW
USGS Catalo in Unit 03020101
IMPACT SUMMARY
Stream Impact (acres): 0.0951
Wetland Impact (acres): 0.3380
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.4331
Total Stream Impact (linear feet): 346 LF*
*Permanent impacts to important/perennial streams total only 148 LF of the tota1346 LF
Attachments:
Pre-construction Notification (PCN) Application Form
USGS Topographic Vicinity Map
Franklin County Soil Survey Vicinity Map
Agent Authorization
Impact Table and Impact Maps (22 Sheets)
EEP Acceptance Letter
USAGE and NC DWQ Stream Fonns and Photo Exhibits
Tar-Pamlico Buffer Determination Letter
USAGE Jurisdictional Determination Sign-Off Map
Settlement Agreement
Previous USACE/NC DWQ Approvals ,Prior Project
History and Vested Rights Letter
Design Calculations and Summary for Level Spreaders
Design Calculations and Summary for Wet Pond A
Design Calculations and Summary for Wet Pond B-F
Full Size Design Maps for Wet Ponds A-F
$475 Application Fee to DWQ
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
0 7 p 4 g 4 March 15, 2007
S&EC Project # 5188.W5

Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No. r ~~ 0 4 6 4
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing PAYMENT
RECEIVED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ® Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:NWP 39, NWP 12, NWP 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: _^ ~ ~,:,, ~°
_~ ~-. ~,. 4_,..
II. Applicant Information ~~' ~- ,
~,h ~~ ~ _ ran'
1. Owner/Applicant Information
Name:_ Olde Liberty Club, LLC lr~iv9 '~
Mailing Address: Attn: Mr. Richard Wolf
4208 White Chapel Way
Raleigh, NC 27615
Telephone Number: 919-201-8817 Fax Number: 919-841-4996
E-mail Address: rwolf(a~oldeliberty.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Nicole Thomson
Company Affiliation: Soil & Environmental Consultants, P.A.
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: NThomsonna,sandec.com
Page 1 of 17

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Olde Liberty Golf Club (formerly Old Ballymore Subdivision)
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 1844-26-4063 , 1844-47-8027
4. Location
County: Franklin Nearest Town: Youngsville
Subdivision name (include phase/lot number): Olde Liberty
Directions to site (include road numbers/names, landmarks, etc.): From Raleig~i, take US 1
north to Hwy 96. Turn left onto Hwy 96. Go approximately 0.5 mile and turn ri t onto
Longanill Rd. Go approximately 2 miles and turn left into Olde Liberty Subdivision.
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): 36.0777 °N 78.5168 °W
6. Property size (acres): +/- 540 ac
7. Name of nearest receiving body of water: Cedar Creek (03-03-01; 28-29-(1); WS-II, HOW.
NSWI
8. River Basin: Tar -Pamlico (USGS Cataloging Unit 03020101)
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Several of the proposed roads and golf holes have been
cleared of timber and re-seeded to control sediment runoff. The majority of the site remains
in mixed pine -hardwood forest cover.
Page 2 of 17

10. Describe the overall project in detail, including the type of equipment to be used: The
project will involve the construction of a residential subdivision as well as an 18 holegolf
course including clubhouse and other amenities Heavy duty construction and grading
equipment is to be used for construction.
11. Explain the purpose of the proposed work: The purpose is to create housing and recreation
to meet owing demand in the northern Wake/southern Franklin county area The sewer
line installation is to provide the necessary sewer connection for the development
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. The site was originally part of a 746 acre site which was on ig na11X
delineated in spring of 1998. On May 7, 1998 the USACE issued a NWP 26 (Action ID No
199700348) authorizing impacts to 0.324 acres of wetlands associated with five road crossin s as
well as approvin the .permanent clearing to 1.569 acres of jurisdictional wetlands for the
development of a residential subdivision and golf course On July 14 1998 the NC DWO
issued GC #3108 (DWO No. 9802681 authorizing, impacts to 0 324 acres of wetlands and 205
linear feet of perennial channel and permanent clearing of 1 43 acres of wetlands for the
residential and golf course development. Between 1998 and the end of 1999, the subiect
property changed owners and became known as the Old Ballymore Development The property
owners redesigned the approved subdivision and golf course plan and reduced the number of
road crossings from 13 to 7. The amount of wetland impacts was also reduced from 0 324 acres
to 0.25 acres. On December 13, 1999 the USACE issued a NWP 26 (Action ID No 199700348)
to impact 1491inear feet of stream (only one crossing_was perennial/important channel and 0 25
acres of wetlands. A written 401 was not required and therefore not requested at that time
however GC 3108 still applied to the proposed work The permitted road crossings when
originally installed exceeded the allotted 149 linear feet of channel im -pacts permitted although
none of the crossings were on the perennial/important channel (i e Cedar Creek The property
has since changed owners several times and reduced in size to 540 acres On April 23 2004 a
site meeting was held which resulted in the discovery that extensive sedimentation had occurred
to the streams on-site. Several miles of road and approximately half of the 18 hole golf course
had been cleared for development. The sedimentation to the streams occurred as a result of
failure to maintain sediment and erosion control measures on the cleared sections of the property
A settlement agreement was reached between the previous~roperty owner a prospective
~roperty owner, and the NC-Division of Water Quality to resolve the violation (NBRRO 04-
159). Please refer to the attached Settlement Agreement for further information re ardin this
project (attached). A restoration plan was desi n~y S&EC to remove the culverts which
exceeded the permitted length and restore the impacted stream and buffer The new culverts
were installed and the stream and buffers restored to be in compliance with the ori~nal permit
Page 3 of 17

and the settlement agreement. The total previous impacts for the site include 0 1299 acre of
permanent iurisdictional wetland impact and 60 linear feet of intermittent/unimportant stream
channel impacts.
Previmicb Annrnva~l Watlanrl Tmn.~ntc
Wetland Im act
P
Type of wetland Located within
Distance to Area of

Site Number
i
~
Type of Impact
(e.g., forested, marsh, 100-year

Floodplain
Nearest Stream Impact

(acres)
ind
cate on ma
(
p) herbaceous, bog, etc.) (linear feet)
(yes/no)
24 ermanent NWP 39
~ ) ( ) Culvert/Existing Crossing
Previously Approved
Bottomland HW Forest
No
355'
0.0147
25 (permanent) (NWP 39) Cu1veNExisting Crossing
Previously Approved Bottomland HW Forest No 125' 0.0965
26 (permanent) (NWP 39) CulvertlExisting Crossing
Previously Approved Bottomland HW Forest No 0' 0.0187
Total Wetland Impact (acres) Previously Approved 0.1299
PrPVinncly Annrnvarl Ctra~m Tmnonte
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
26 (permanent) UT to Cedar Creek Culvert/Previously Intermittent 5' 60 0
0069
Approved Crossing .
Total Stream Impact (by length and acreage) Previously Approved 60' 0.0069
Importance determinations were never made for the existing stream impacts however USAGE
Stream Forms. NC DWO stream forms and di ig tal photos of the existing crossings are included
in this application ackage. The 540 acre property was re-delineated by S&EC during the
months of September and October 2005. The NC-Division of Water Ouality made buffer origin
determinations on the site on February 4 2005 (D~~ No 04-0344, attached) Mr Kevin
Yates, formerly of the USAGE approved S&EC's delineation of the 540 acre tract on April 19
2005. (Action ID No. 200520253).
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Page 4 of 17

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 total of jurisdictional
wetlands proposed to be~ermanent,~ impacted is 0 1706 ac• of this total 0.0225 ac are due
to utility maintenance corridors and 0.0005 ac are due to driven piles for timber brid eg s in
wetlands. The total of jurisdictional wetlands proposed to be temporarily impacted is
01674 ac The total of perenniaVimportant jurisdictional stream proposed to be
permanently impacted is 148 linear feet• additionally there will be 0.0002 ac. of permanent
impacts to perenniaVimportant streams due to driven piles for timber bridge crossings.
The total of intermittent/unimportant stream channel proposed to be permanently
impacted is 138 linear feet• additionally, there will be 0.0005 ac. of permanent impacts to
intermittent/unimportant streams due to driven piles for timber bridge crossings. The
proposed total of temporary aerenniaUimportant jurisdictional stream impacts resulting
from sewer installation is 30 linear feet. The proposed total of temporary
intermittent/unimportant stream channel impacts resulting from sewer installation is 30
linear feet. Total proposed isolated wetland impacts is 0.3693 ac. There will be 52,188
square feet (1.1981 ac.~ of Tar-Pamlico River Basin Riparian Buffer impact 33,593 square
feet in Zone 1 and 18 595 square feet in Zone 2).
2. Individually list wetland impacts. Types 'of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
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)
2 (permanent) (NWP 39) FilURoad Crossing Headwater Forest No 250' 0.0419
3 (permanent) (NWP 39) Fill/Road Crossing Headwater Forest No 175' 0.0059
4 (permanent) (NWP 39) Fill/Road Crossing Bottomland HW Forest Yes 0' 0.0202
7 (temporary) (NWP 12) Excavation/Sewer Headwater Forest No 70' 0.0093
7(permanent) (NWP 12) Maintenance Easement Headwater Forest No 70' 0.0037
10 (temporary) (NWP 12) Excavation/Sewer Bottomland HW Forest No 0' 0.0584
10 (permanent) (NWP 12) Maintenance Easement Bottomland HW Forest No 0' 0.0092
11 (permanent) (NWP 39) Fill/Bridge Driven Piles Bottomland HW Forest No 0' 0.0002
13 (temporary) (NWP 12) Excavation/Sewer Bottomland HW Forest No 45' 0.0405
13 (permanent) (NWP 12) Maintenance Easement Bottomland HW Forest No 45' 0.0096
15 (permanent) (NWP 39) Fill/Road Crossing Seep No 250' 0.0421
16 (permanent) (NWP 39) Fill/Road Crossing Bottomland HW Forest No 0' 0.0116
17 (permanent) (NWP 39) Fill/Bridge Driven Piles Bottomland HW Forest No 0' 0.0001
18 (temporary) (NWP 12) Excavation/Sewer Bottomland HW Forest No 0' 0.0468
18 (permanent) (NWP 12) Maintenance Easement Bottomland HW Forest No 0' 0.0092
19 (temporary) (NWP 39) Fill/Existing Crossing Bottomland HW Forest No 0' 0.0124
Page 5 of 17

20 (permanent) (NWP 39) Fill/Bridge Driven Piles Bottomland HW Forest No 0' 0.0001
27 (permanent) (NWP 39) Fill/Bridge Driven Piles Bottomland HW Forest No 0' 0.0001
Level Spreader #1

(permanent)(NWP 18) Fill/Excavation Bottomland HW Forest No 0' 0.0084
Level Spreader #10 (permanent)

(NWP 18) Fill Excavation Bottomland HW Forest No 0' 0.0036
Level Spreader #13

(permanent) (NWP 18) Fill Excavation Bottomland HW Forest No 0' 0.0011
Water Quality Pond A

(permanent) (NWP 18) Fill Excavation Bottomland HW Forest No 0' 0.0009
Water Quality Pond C

(permanent) (NWP 18) Fill Excavation Bottomland HW Forest No 0' 0.0027
Total Wetland Impact (acres) 0.3380
Total Permanent Wetland Impact 0.1706 acres*
(* note: of the Total Permanent Wetland Impacts, 0.0005 acres is due to driven piles for the bridges)
Total Temporary Wetland Impact 0.1674 acres
3. List the total acreage (estimated) of all existing wetlands on the property: 17 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Im act linear feet) acres
1 (permanent) Cedar Creek Bridge/Driven perennial 20' n/a 0
0001
Piles .
4 (permanent) Cedar Creek Culvert Perennial 20' 148' 0.0686
6 (permanent) Cedar Creek Bridge/Driven perennial 20' n/a 0
0001
Piles .
7 (temporary) UT to Cedar Creek Excavation Perennial 2' 30' 0.0014
10 (temporary) UT to Cedar Creek Excavation Intermittent 2' 30' 0.0101
11 (permanent) UT to Cedar Creek Bridge/Driven Intermittent 2' n/a 0
0001
Piles .
12 (permanent) UT to Cedar Creek Bridge/Driven Intermittent 2' n/a 0
0001
Piles .
16 (permanent) UT to Cedar Creek Culvert Intermittent 4.5' 138' 0.0142
17 (permanent) UT to Cedar Creek Bridge/Driven Intermittent 4
5' n/a 0
0001
Piles . .
Page 6 of 17

21 (permanent) UT to Cedar Creek Bridge/Driven Intermittent 3' n/a 0.0001
Piles
23 (permanent) UT to Cedar Creek Bridge/Driven Intermittent 3' n/a 0.0001
Piles
27 (permanent) UT to Cedar Creek Bridge/Driven Intermittent 3' n/a 0.0001
Piles
Total Stream Impact (by length and acreage) 346' 0.0951
Total Permanent Perennial Stream Impact 148 linear feet
Total Permanent Perennial Stream Impact due to Bridges/Driven Piles
Total Permanent Intermittent Stream Impact 1381inear feet
Total Permanent Intermittent Stream Impact due to Bridges/Driven Piles
Total Temporary Perennial Stream Impact 301inear feet
Total Temporary Intermittent Stream Impact 301inear feet
0.0686 acres
0.0002 acres
0.0142 acres
0.0006 acres
0.0014acres
0.0101 acres
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA 0.0
Total Open Water Impact (acres) 0.0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0951
Wetland Im act (acres): 0.3380
O en Water Im act (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.4331
Total Stream Impact (linear feet).: 346
Total of Proposed Permanent Impacts to Wetlands
Total of Previously Approved Permanent Impacts to Wetlands
Total of Proposed Permanent Impacts to Perennial Streams
Total of Proposed and Existing (Post Construction) Permanent
Impacts to Waters of the US
0.1582 acres
0.1423 acres
0.0688 acres
0.3693 acres
Page 7 of 17

7. Isolated Waters
Do any isolated waters exist on the property? ®Yes ^ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
5 (permanent) Fill Isolated No >150' 0.0040
9 (permanent) Fill Isolated No >100' 0.0071
14 (permanent) Fill Isolated No >100' 0.0269
Total Isolated Wetland Impact (acres) 0.0380
8. Pond Creation
Pond 1 (sheet 2 of 21)
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.): excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): irri atg ion/aesthetic
Current land use in the vicinity of the pond: undeveloped
Size of watershed draining to pond: +/- 3 acres Expected pond surface area: +/- 80.000 s.f.
Pond 2 (sheet 9 of 21)
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.): excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): irrigation/aesthetic
Current land use in the vicinity of the pond: undeveloped
Size of watershed draining to pond: +/- 27 acres Expected pond surface area:+/- 36.000 s.f.
(0.8264 acl
Page 8 of 17

Pond 3 (sheet 15 of 21)
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.): excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): irrigation/aesthetic
Current land use in the vicinity of the pond: undeveloped
Size of watershed draining to pond: +/- 15 acres Expected pond surface area: +/- 53.000 s.f.
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed Olde LibertX
Subdivision and Golf Club has gone through extensive revisions and redesign to avoid almost all
jurisdictional areas located on the subject property. The original subdivision site plans called for
13 separate road crossings. The initiall,~pproved crossings were then redesigned and reduced
to 7 bottomless culverts and 5 standard crossings. Two of the approved standard culvert
crossings were installed. Since that time. the current applicant purchased the property and has
further reduced the crossings b~gain redesigning the subdivision so that there are no bottomless
culvert crossings and onl,~one permanent road crossing of Cedar Creek, which was originally
improved in 1997 and then re-approved in 1998. Unavoidable impacts to jurisdictional wetlands
and waters associated with the road crossings are all necessary to create interconnectivitX
throughout the subdivision and provide access to the three main entrances/exits; Pocomoke Rd.,
Long Mill Rd., and NC Hw,y 96. The crossings are also necessary to allow all of the future
residents of the subdivision to access the amenity areas and club house within the subdivision.
Impacts to buffers and a jurisdictional stream in the western portion of the property have been
avoided completely. Additionally. where possible, lot lines were laid out so that the
jurisdictional streams and wetlands were within shared lot lines between parcels to avoid
additional lot_fill (i.e. further avoidance). The temporary impacts resulting from the installation
of sanitary sewer lines are necessary to run the sewer corridor throu out the property therebX
allowing sewer access to all of the residential areas.
Page 9 of 17

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant believes that additional mitigation for streams (beyond the avoidance and
minimization of stream impacts elsewhere on the property) should not be required given that
total permanent impact to perennial/important streams is less than 150 linear feet Permanent
unavoidable impacts to wetlands total 0.1706 acres however 0 0005 acres of wetland impact
is due to the driven piles for the timber brid eg s Typically bridge pilings do not require
mitigation so we therefore propose that ~ayment be made to the NC-EEP at a 1.1 ratio for
0.1701 acres of wetland (0.0669 acres of Riparian wetland and 0 1032 acres ofNon-riparian
wetlandl. Only one road crossing requires Riparian Buffer miti~ation• the other buffer
impacts are either "allowable" or "exempt." Please see attached EEP Acceptance Letter
Page 10 of 17

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 16,798 sq. ft.
Amount of Riparian wetland mitigation requested (acres): 0.0669 ac.
Amount ofNon-riparian wetland mitigation requested (acres): 0.1032 ac.
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is~ the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
Page 11 of 17

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.
Im act #1 imber Brid a for Golf Car Path - "Allowable"
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 800 n/a 800 3 (2 for Catawba) n/a
2 360 n/a 360 1.5 n/a
Total 1,160 n/a
Impact #4 (Road Crossing 1,160
"Allnwahle with Mitiaatinn"1 n/a
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 12,139 0 12,139 3 (2 for Catawba) 36,417
2 5,541 882 4,659 1.5 6,989
Total 17,680 882 16,798 43,406
Im act #6 imber Brid a for Golf Car Path - "Allowable"
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 1,000 n/a 1,000 3 (2 for Catawba) n/a
2 240 n/a 240 1.5 n/a
Total 1,240 n/a 1,240 n/a
Impact #8 (Sanitary Sewer - "Allnwahle"1*
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier .Required
Miti ation
1 0 n/a 0 3 (2 for Catawba) n/a
2 972 n/a 972 1.5 n/a
Total 972 n/a 972 ' n/a
-note: i ne permanent maintenance easement will partiauy be within Gone Z of the luparian Butter; 550 sq. ft. will be
permanently maintained but the health and existing vegetation in Zone 1 will not be compromised.
impact #10 (Sanitary Sewer - ~~AllnwahlP~~l
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 4,508 2,167 2,341 3 (2 for Catawba) n/a
2 2,709 378 2,331 1.5 n/a
Total 7,217 2, S4S 4,672 n/a
Page 12 of 17

Imnact #11 (Timber Bridge for Golf Car Path - "Allowable"1
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s ware eet Multiplier Required
Miti ation
1 950 n/a 942 3 (2 for Catawba) n/a
2 240 n/a 240 1.5 n/a
Total 1,190 n/a 1,182 n/a
Imnact #12 (Timber Bride for Golf Car Path - "Allowable"1
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 800 n/a 800 3 (2 for Catawba) n/a
2 240 n/a 240 1.5 n/a
Total 1,040 n/a 1,040 n/a
Im act #16 oad Crossin - "Allowa ble"
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 7,721 507 7,214 3 (2 for Catawba) n/a
2 3,450 0 3,450 1.5 n/a
Total 11,171 507 10,664 n/a
Imnact #17 (Timber Bridge for Golf Car Path - "Allowable"1
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 900 n/a 896 3 (2 for Catawba) n/a
2 240 n/a 240 1.5 n/a
Total 1,140 n/a 1,136 n/a
Imnact #21 (Golf Car Path on Existing Crossinu - "Allowable"1
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 390 n/a 390 3 (2 for Catawba) n/a
2 240 n/a 240 1.5 n/a
Total 630 n/a 630 n/a
Imnact #22 (~anitarv CPWer - "AllnwahlP"1*
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 0 n/a 0 3 (2 for Catawba) n/a
2 957 n/a 957 1.5 n/a
Total 957 n/a 957 n/a
Tnote: t ne permanent maintenance easement will partially be within Zone 2 of the Riparian Buffer; 493 sq. ft. will be
permanently maintained but the health and existing vegetation in Zone 1 will not be compromised.
Page 13 of 17

Impact #23 (Timber Bridge for Golf Car Path - "Allowahle"1
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 650 n/a 650 3 (2 for Catawba) n/a
2 240 n/a 240 1.5 n/a
Total 890 n/a 890 n/a
Level Spreader #l
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 136 10 126 3 (2 for Catawba) n/a
2 184 156 28 1.5 n/a
Total 320 166 154 n/a
Level Spreader #2
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 325 n/a 325 3 (2 for Catawba) n/a
2 218 n/a 218 1.5 n/a
Total 543 n/a 543 n/a
Level S reader #3
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet
Multiplier Required
Miti ation
1 252 n/a 252 3 (2 for Catawba) n/a
2 130 n/a 130 1.5 n/a
Total 382 n/a 382 n/a
Level S reader #9
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 592 n/a 592 3 (2 for Catawba) n/a
2 1,011 n/a 1,011 1.5 n/a
Total 1,603 n/a 1,603 n/a
Level Spreader #10
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 314 156 158 3 (2 for Catawba) n/a
2 177 0 177 1.5 n/a
Total 491 156 335 n/a
Page 14 of 17

Level Spreader #13
*
Zone Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s ware eet
Multiplier Required
Miti ation
1 225 n/a 225 3 (2 for Catawba) n/a
2 128 n/a 128 1.5 n/a
Total 353 n/a 353 n/a
Level Spreader #15
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 340 n/a 340 3 (2 for Catawba) n/a
2 279 n/a 279 1.5 n/a
Total 619 n/a 619 n/a
Level Spreader #18
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 698 n/a 698 3 (2 for Catawba) n/a
2 246 n/a 246 1.5 n/a
Total 944 n/a 944 n/a
Level Spreader #19
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 306 n/a 306 3 (2 for Catawba) n/a
2 241 n/a 241 1.5 n/a
Total 547 n/a 547 n/a
Level Spreader #23
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 207 n/a 207 3 (2 for Catawba) n/a
2 201 n/a 201 1.5 n/a
Total 408 n/a 408 n/a
Pond A
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s uare eet Multiplier Required
Miti ation
1 233 42 191 3 (2 for Catawba) n/a
2 191 0 191 1.5 n/a
Total 424 42 382 n/a
Page 15 of 17

Pond C
Zone* Impact
s uare feet Minus wetlands in
bu er s uare eet Remaining buffer
Im act s ware eet Multiplier Required
Miti ation
1 107 72 35 3 (2 for Catawba) n/a
2 160 44 116 1.5 n/a
Total 267 116 151 n/a
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The client proposes payment into NC-EEP to
satisfy the buffer mitigation requirements. .The Buffer mitigation required (including the
multipliers) totals 43,406 square feet (36 417 Zone 1 and 6 989 Zone 2)
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. The proposed impervious surface percentage area is 4 467 178 square feet or 18 98%
As the proposed impervious surface is less than 30% an NC DWO approved Stormwater
Management Plan is not required. Stormwater devices have been included for the Clubhouse
and Recreation Area per the Settlement Agreement (see attached details and documentation from
Nice En 'peering).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The site will be serviced by sanitary sewer.
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
Page 16 of 17

XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy. Cumulative impacts and the 401 Water Ouality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Oualit~pril 10, 2004, version 2.1. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. This residential project does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts. We anticipate that you
will advise us if a qualitative or quantitative impact analysis is required.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
v Applica Agent's Signature Date
(Agent's signatu a is valid only if an authorization letter from the applicant is provided.)
Page 17 of 17

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Project No. Scale:
51aa.w5 ,°=2000 FIG. 1 -USGS TOPOGRAPHIC MAP SOURCE: ~
ProectM r. Drawn e : OLDE LIBERTY GOLF CLUB GRISSOM/FRANKLINTON ~ 11010 Raven Ridge Rd.
NTI g MM v USGS QUADRANGLES Raleelgh,NC 27614
FRANKLIN CO., NC DATED:1999 919-64G5900
Date: 03/05/07

En~-ironmental Consultants, PA
Road Raleigh, North (:atolioa 27614 Phone: [phone] Fax: [phone]
All Blanks To Be Filled In I#y The Cwrrent Landowner or Municipal Official
Name: ~~- /.~~ L
Address: ~ Z~
LLB ~,~~
~ ,
Iti r~ ~ ~ ~~><L
~-,~ , /~~ C- 2-7~
Phone: `7 ~ / ` ~ (- ~ ~ I ~7
Project Name/Description: ~/c.~~ ~-, S ~-y- ~ GG~•i~ C'/~S S&EC Project # ~ ~ ~' ~ ~ r'`~ °s
Date: .~~z ~/~ ~
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: M.- C.. ~ ,Qis:~• ~ ~ ,---
Field Office: ,P~ /~i ~ ti
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, 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
information in support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for HabllIty and professional courtesy reasons, IS valid only for govermnent officials to
enter the property when accompanied by S&EC staff. You should call S ange a alte meeting prior to
visiting the site.
Print Property Own s or Municipal Official's Name Pro Owner's or Municipal Official's Signature
cc: Ms. Cyndi ]Caroly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
cc: Mr. Chris Flowers
Soil & Environmental Consultants, PA
Charlotte Office: Greensboro Office:
236 I.ePhillip Court, Suite C 3817-E Iawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM

~' ~ Total ~ Buffer Zone ~ Buffer Zo B
ff

Impact
~ Sheet
Wetland
~ Wetlands
~ Buffer Zone 1
No.1
I Buffer Zone 2 I
ne
; No
2 u
er Zone
i
j T
t
l S Buffer Zone I Wetlands in I, Wetlands in Wetlands in ' Wetlands in
No. No. Purpose Type I
(acre) Square Feet .
' o
a
quare Total i Buffer Zone 1 ~ Buffer Zone 1 Buffer Zone 2 ~ Buffer Zone 2 ' Stream i St M

,
(acre)
Square Feet
(acre)
Feet
acre
( )

S
F ream aintenan e
G.C. Path q.
(
t.) (acre) (Sq. Ft.) (acre) (Lf.) (acre) Easement
1 3 I, and Bridge
Road na 0 800 0.0184 ~ 360 0.0083 ~ 1,160 0.0266
0
0 ~
(
I

2
4
Crossing
Juns.
0.0419
0
0
0 p 0 0 0.0001 0

Road 0 0
0
0
0
0
0
~ 0
p
~ 0
3 4 Crossing Juris. 0.0059 0 i 0 0 0

Road 0
0
0
0
0
0
~ 0
0
0
4 7 Crossing
G
C
Path Juris. 0.0202 12,139 0.2787 5,541 0.1272 17,680 0.4059 0
0
.
. 882 0,0202 148 0.0686 0
5 7 and Bridge Isolated 0.004 p 0 0 0

G. C. Path 0
0
0
0
0
0
0
0
0
6 5 and Bridge
Sanitary na 0 1,000 0.023 240 0.0055 1,240 0.0285 0
0
0

7
6
Sewer
Juris.
0.0093
0
0
0 0 0 0.0001 0

Sanitary 0 0
0
0
0
0
0
30
0.0014
0.0037
8 6 Sewer na 0 0 0 972 0.0223 972 0.0223 0
0

9
6
Lot Fill
Isolated
0.0071
0
0
0 0 0 0 0 0.0126

Sanitary . 0 0
0
0
0
0
0
0
0
0
10 8 Sewer
G. C. Path Juris. 0.0584 4,508 0.1035 2,709 0.0622 7,217 0.1657 2,167 0.0497 378 0
0087 .

11
8
and Brdge
Juris.
0.0002
950
0.0218
240
0
0055
1
190
0
0 . 30 0.0101 0.0092

G. C. Path . , .
273 8
0.0002
0
0
0
0.0001
0
12 10 and Bridge
Sanitary Juris. 0 800 0.0184 240 0,0055 1,040 0.0239 0
0
0
0 0 0.0001 0
13 9 Sewer Juris. 0.0405 0 0 0 0

G. C. 0
0
0
0
0
0
0
0
0.0096
14 11 Fill Isolated 0.0269 0 0 0 0

Road 0
0
0
0
0
0
0
0
0
15 11 Crossing Juris. 0.0421 0 0 0 0

Road 0
0
0
0
0
0
0
0
0
16 12 Crossing
G. C
Path Juris. 0.0116 7,721 0.1772 3,450 0.0792 11,171 0.2565 507 0
0116 0

17
12 .
and Bridge
Juris.
0.0001
900
0.0207
240
0
0055
1
140
0 . 0 138 0.0142 0

Sanitary . , .0262 4
0.0001
0
0
0
0.0001
0
18 12 Sewer Juris. 0.0468 0 0 0 0

Temp. 0
0
0
0
0
0
0
0
0
0092
19 13 Crossing Juris. 0.0124 0 0 0 0 .

G. C. Path 0
0
0
0
0
0
0
0
0
20 13 and Bridge Juris, 0.0001 0 0 0 0

G. C. Path 0 0
0
0
0
0
0
0
0
21 14 and Bridge
Sanitary Juris. 0 390 0.0089 240
0.0055
630
0.0145
0
0
0

22
14
Sewer
na
0
0
0 0 0 0.0001 0

G. C, Path 957 0.022 957 0.022 p
0
0
0
0
0
0
0113
23 14 and Bridge
Road Juris.
Pr 0 650 0.0149 240 0.0055 890 0.0204 0
0 .

24
16
Crossing ev.
Approved
0.147
na
na 0 0 0 0.0001 0

Road
Prev, na na na
na
na
na
na
na
na
na
na
25 17 Crossing Approved 0.0965 na na
na j
Road Prev. na na na na na na na na na na
26 18 Crossing Approved 0.0187 na na
na '
G. C. Path na na na na na na na 60 0.0069
na
27 19 ! and Bride Juris. 0.0001 0 0 0
0
0 ~
~ ~
0 0 0 0 ~ 0 ' 0 0.0001 0
~at.oasa

-~•~•-T•m..~.
J_LLLJ_1_L
o _ , -_. ~.,-__~ _, ~,.,
IMPERVIOUS SURFACES:
Subdivision Roads 810626 s.f.
Recreation Facility 100,000 s.f.
Golf Clubhouse Facility 58,000 s.f.
Golf Car Paths 264,912 s.f.
Sidewalks in Subdivision 371,640 s.f.
Residential Lots 2,862,000 s.f.
Total Impervious Area 4,467,178 s.f.
Total Tract Area 23,531,112 s.f.
of Impervious Area 18.98
These impervious areas above are approximate
and are subject to change, knowing that the
total impervious surface cannot exceed 30% of
the total tract.
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~`~ AD ~ \ ~~ Yom/ I `~, ~ ,~ // IMPACT No, 1; ~
` ~ /(0 ~ ~ ~ ~ l ~ ~ ~ I // Proposed 80' x 10' timber bridge.
~\ ~\~~ `__ OkF ~~~~\ \ ~ \ ~ ~ I ~~ 6-1'dia.timber~lingsinstream ---___,--~
~ ~ RO ~ ~ ~ ~ ~ ~ ~ I I i / (.0001 s.f. strum impact) ~
~ ~ ~- ~ q0 1 ` ~ \ J \ ~ ~~ ~ ~ ~ ~ ~ \ I I i / 80' x 10' timber bridge in~one 1.
~\
i , ~ ~ ~ ~ ~ ~ ~ I I ~ / (800 s.f. - 1'(84 ac. buffer impact in zone 1) ~ ,
,~ ! I ~~~--_ ~~ -, ! \\` \~ \\ \\ \\ I ~ / 3'x6'concretepatbinzone2. O
/ ! _ _ ` _ ` \ _ _ J ~ ` \ \ \ ~ \ \~ ~ \ ~ \ ` I / ~ / (60~s.f. - .0083 ac~buffer impact in zone 2~ 6
! ! ~ ~~~ ~ .966 ac. total buffer impact /
l --- ---_--~ ~ ~ ~ ~A~1 , i
~ l ~ / / l / / ~A` ~ ~ I ~~~~ ~ ~ , ~ /
Existing ponrt (:979j~a~'aycgn~fru~ prior l ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~~- ~~ ~ , , ~ ~ ~ ~'
inception of the Tar P~amticd buffer r les. Theref re \ ~ ~ ~\ ~ ~ , ~ ` ~ , , ~ ,
~ i
~ -buffer impacts ef~o#~er~u~mera4ed. Proposed / ~ ~ ~ ~ ~ ~ ~ ~ , ~ , ~ ~ ~ , ~ / ~ ~ / _ -
irrigation po to be~x~antle to 8b,000 s.f. ~ ~ - \ ~ ~ ~ ~ ~ ~ _ ~ _ - - - _
`_ r ~_~ ~
Exist+ng~lam wji(ngt be distu be No pond ~ ~ ~ ~ ~~ _ _J ~~~ ~ ~ \ ~ ~ ~ ~_- - ~ -
~ expansion~ll ocdur ih j6ne'2. clearing of ~ ~ / ~ / ~ ~ ~ ~~\\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ~ , _
gradirty will occur ir~z9ne 1 or z ne 2. W~Cershed / i f ~ , ,
- ~ainin i ~ ndris +~ 3 cres. ! ~ ~ ~ ~ i
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~ i ~
~ ~ IA~1 ACT No 7: \ ~ ~ ~ i
We ds Im ct-S~nita ~ ~ ~ ~
pp~~ ry ~ewer~ ~ ~
~ ~ 574 .~:~ .013~ac. disturbed 5rea _/ , ~
~ 403 .f. -0093 aQ. weU~nds dis~url ~( /~ ,-< _
~ ~ 16,0 .f. - .0037 ac\ permanent min ~ ~ ~ /
~ ~ 26 f. -.004 ac. ~~''eam channel, ~~ i
~S( \ X30 Lfrstream,chanrlel dist~Yrbed ~ 1 1 1 ~
ro ~ ~ ~ ~ ~ i
1 ~ ~ ~ ~~
~~ A ~ ~ ~ ~ ~ -~ 1 ~ ~ ~
1 ~ ~ ~ ~ \ ~ ~ ~ ~~ ~ ~
~ ~ 1 ~ I I I
1 ~~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ 1 I I I
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- ~ 1 I 1 ` 1 I 1 1 I I
'~ ~
,m ~ ~ P~opo~d20'x~4Q'tim~ber 1\ I I fl ~` I I 1 ~ ~ ~
bridge for golf car cr3~ing~ I I I ~ 1 1 ~ ~ I
~ ~ ~' (No Impacts ~ ~ ~ I ~ ~ ~ A~ ~ ~ ~~ 1 A \ ~
~ ~ ~ I ~ 1 \
_/
- -, ~ ~~ I ~ ~ ~ A ~ ~ A ~ ~
Golf Car Path ~ \ 1
~ ~_ ~ V ~ y ~
~ ~~ ' ~ \ V ~~ ~~ ~~ ~ ~.
,~ -----,, ,~~~ \ ~ ~ ~~ 1 \ ~ ~ ~ ~ ~
~~ ~~~, A \ ~~ ~ ~ ~ A ~ ~.
IMPACT No. 9: ~ _ ,
~ ~ 1~~ ~
/ Isolated Wetlands -Lot Fill , ~ ' - - ~
(308s.f.-.0071ac.) __-_---- -_~ ~ ~~\ ~
~ `
,~ -~ ~ ~,
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I / I I _ i ~ - - _ - - - - \ \
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i i ~ l i i ~'
/ l / ~ / i' ~ ~ ~ ~ i ~
I / / ~ / ~' / / i V~/etland Area Typical ~ ~ ~ ~ ` ~ ~ ~ ~
~'
I / l I ~ I // ~ / / ~ ~ / i~ `~ // i~ ~ ~. ~ i
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11 / l ~ /~ ~ ~ 11 I ~ l ~~ ~ // GIMP CT No.SY~ ~~~~~ ~ 1 ~~ ~
~ I/ 1 I / i Isolat~ etlandsL- Golf Cou se FNI ~ ` ~ 1 ~ ~ ~ ~
I I I I ~ i Il 11~1~ / ~~ i/ / / (~73s~f.-.O~O~~C.) ~~ ~--, \ ~~ \~ 1 1~ j f / ~i /i 0
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~ I 1 1 ~ / 2,9$g ~ - . 86 ac. ~4rea ,than ~I di rbed ` ~ ~ ~ ~ ~ ~ ~ ~ ~ I I ~ ~
/ it I ~ ~ /~ I ~ ~ t ~ i ~ / / ~ // Y48~~f. -streamchanneV 'sturbed~ _ _ _ _ _ _ _ _ `~ ~ ~ ~ ~ ~ I I ~
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~~ ~~~\~l~l ~ I ~~ ~ I 1 ~ I IPACTN ~10: // / I I ~ i
I I etland nd Buffdr Im act - 5a'ni Se er I
l; l I l a i ~~~ ~ I / w ~ P ~ I I ~ 1
~ ~ } I I~ I~ I~ I ~ / ~ / 378 s.f. - ,00~ ac. wetlar~~ imp ct i zone / ~ I I
~ ~ I I I a ! ~ ~ ~ / ~ / ~ / 2,167/s.f. - .0~ 7 ac. wetland i act ' z~n / / I ~ I
~ ~ _ _ _ I I I-~ I I / / \ 2,7 s.f. -.p622 ac. b~,~#ferimpact' zone / / I /
~ ~ I I I I I I I 1 / ~ / / /~ 4 08 s.f. /.1035 ac,.tSuffer im in o 1 / / I I
_ l ~ l ~ I ~ I I ( / I / 7,2 s.f. ~ .1657 ae! tota er im ct I / ~ l
w I I I I I I ~ ~ ~ ~ / / / ~ 441 s. , .0101 c. s am charm p di~t rbe I i ` ~
~~ ~ I I I I r~ ~~ ~ I ~ ~ ~~ // ~~ 30 ~.f. str cha nel disturb I ti
/ ~ I I .I 1 11 11~\ ~ ~~ ~ A 1~ I I I ~ / / 40as.f..0092 ~c. ermanent intenan easement I \ ~~ ~~ ~l
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I I I i \ ~ \ ~ `~Propose~.95'x~0'gmperbnd \ ~~ ~~ ~ ~ ~ \ \\ \ ~ ~
~ ~ I ~ ~ ~ - - - - - ~ ~ \ ~ ~ \ 1b ~1,dia. tim1~ pilings i~ strea and ~e~tland ~ ~ `~ \ ~ ~ ~ \\ \\ .,'~
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~ ~ ~ ~ a y c \ ~ , \ ` ' - - ~ ~ ~ .ObD2 ac. wetha~d impa~~n zone 1 ~ ~ ~ ~ ~ ~ \ \
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~' ~ / ~ ~ \ ` ~ 4Q' x 6' consl a patfLn zohg 2. v ~ ~ ~ ~ ~ ~ ~ ~ \ ~
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I I Il ll ~ , ,' ~ ~/ / I I I Il l1 ! etland Sani Sew~r ~ ~ ~ ~ ~` , ~ ~ ~ ~ / /
1 ~ ~ , ~ ~' / // I I I I l ~ I ~I 1,764 s.f. - . 405 ac wetlandllimpact disturt~d area ~ ~ - - - - - ~ ~
' I I . ~ ~I ~ ~~, / ~ i I I ~ ~ ~ I ~ 420 s.f. - . 096 a . permanent maintenancq easement ~ ~
1 I / ~ ~~ ~~ ~ i ~ I ~ ~ I ~ I I ~ ~ ~~ ~~ ~~ ~
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/ Il II/ Exc~ tedand earthen dam height <I$' ~ \ ~ ~ ~ ~ \ ~ \ \ ~ 1 I
1 ~ -Pond surface area +l- 36,000 s,.f. - .8264 ac ~ \ ~ ~ 1 ~ 1 ~ / /
' Watershed size +1- 27 acres \ ~ \ \ ~ ~ 1 I
l /I ~ /I (No Impact) \\ 1 \ ~ \\ \\ \\\ \ \ \\ 11 t1 ~
~ (I ~~~ ~ \' , \ ~~ ~ ~ ~ \~ \\ ~ \\ \~~ \~~ \~~ \I 111 II i
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- ' "~ ~ ~ _ _ 2 =1' dia. timber pilings n stcea~m ~ ~ - - ~ - --~ ~~ ~ ~ ~
- - - - - - ~ .0001 ac. stream impa~ ~ ' _ - ~ b0' TA 0 T AM BUf'FER 1 ~~ ~ ~ .~
___________ ___~ .0001 ac. totalstreami pact ~ \ ~~-____ ~ !~\ \~ ~
________ ~~ 1 ~
-'- -___- - __80'xt0'~imberbridgei zone1.~~' ~ Zone1 -~~`~_ ~~ , ~~-~~'-
- - - - - - , , ~ (800 s.f. - .0184 ac. buff r impact in zone 1) ~ - - ~ _ ~ ~'
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~~ ~ , - - - \ ~---__ 40'xti'concretepathi mne2. ~____-- \-__ ;,~ ~~~~~~~~-- _,
/ _ _ _ _ _ _ _ _ - (24D s.f` .0055~G: buff r Impact in zone 2
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1 1 1 I 1 \ '\ ~ \ ~ 1 I I II I I I I! / etland a Buffer Impact - 90'~ 10' timb~Vbridge. ,
I I 1 I I 1 1 1 I \ \ I II I I- I I I I / 2 -1 dialtimber pili~(js in wet~and ! i
I I 1\ ~ 11 I I ~~\ ~ 1 1 II I~ l I I I I ~ I 0001 a~wetland in zone 1! ! i~
1 I I 1 1 I I I I I~\ I I I 1 f f I .0001,ac. total wet~nd impact ! /
I I ~ I I 1 I ~ ~ 1 I 11 ~ I I I I I OOOg ac. stream impact~6ne 1 !! !!
O~ I~ I I I I I I I 1 ~ I IIII ! I 1 I I I I I 000(1 ac. totals eam impact ! / ,
1~ ( I\ 1 I \ 1 1 ~ I I III ~ I I ~ i I I 90' ~ 10'timber I~ridge~in zonel~. !! !/
~ ~ I I` I ` \ \I I 1 I ~ I I (90b s.f. • .027 ac.,t~uffer impact m zone 1)
O I I I 11 ~ I \I I ~ I I II I I I II I 40'~C 6' concrete path in zohe 2. ~ /
O I I I I I I I 1 11 4 I~ I` I 1 I 1 _ I 55.a~C, buffer impact i~ zone 2)
I / ~ 1 11 1 11 / 1 ~ ~ II Il\ 11 I' I I ~ ~ 11 \I\ 11 11 11' II ~ •022 acre otal duffer imp ~
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1 IMP~1 T No.16 ~ ~ \ \ ~ ~ \\ \ \ I ~ I I I I \ ~\ \I 1
Wetl n d ui~er Impact • R ad C((os~in ~ ~ ~ I I I 1 \ \ I
50 \s.f. -\. 116 a~~retland mpactVn z~ge 1 1 ~ \ 1 ~ I ~ I I I 1 1 \ 1 ~
3,450 ~.f. - ~~2 ac. b~tffe~r impact in ion C~ \\ \ \ 1 ~ ~ ~ I ~ I ~ I \ I
7721 s:f. - .1172 c. buffer'h~pac~ in zl~ne 1\ \ ~1 ~1 \. 1 I 11 I I I I I I I 1 I I I I
11,'171 s.f~- .256$ ~c tal buffed Jm ct \ ~ I ~ ~ I I ( I I I i I I
\\ 6 7 s.f. ~\0142 act ~ am ch@nne~dis~rbe~ 1 \\ 1 ~~ \1 ~ I ~ ~ t I I I I II I I I I
\ 138 Lf. - steam channe istUrbedl \ 1 \ Iry I~\ ~ I I I I I I I I I I I 1~
\\ ~ \~ \\ \\ 1 1 1 ~I o~~ /^ ~' 11 I ~ ~~ i ~ i I I I I I I I I ~ I I
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1 ~ 1 I I I IMPACT Na~18: \\ \ 1 \ \ \ ~
1 \ 1 I I I I III ( I I . {Buffer Fly- s exempt r I 1 1 Wetlahct- Sanitaly S~ er \ \ \ \ ~ ~ ~~ ~
\ \ I I I I ar Paml' er Ru1~s ~ 1 1 ~ ~ \ ~ \ ~ ~ ~
\\ I I I I I I ~ I I r ~ I 1 2,044 s.f. - .Q468 ac. we~lan imp ~t dis~urbe~ area \ ~ ~
\ \ ~
\ \ I i I I I I I / I III , ~ ~ - _ _ ~` 1 I 1 400 ~.f. - .0092 ac. pe nerit\ amten Cce 2asemel~t \ \ ~ ~ ~ ~
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\ 11 I Wetland Impact - Ex. Temporary Crossing I ~ I I 1 1 \ \ ~
\ \ ~ \ ~ 542 s.f. - .0,24 ac. Wetland Impact I I I 1 \ \ ~
\ \ ~\ Area to be r toyed to~~riginal condition ~ I i \\ \~ \~ \~ ~~ \
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- ~ ~ \ ~ BB ~rEk. str~am cylvert c~ossin~r 1\ _ ~ / / / \ ~
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~ i I \\ \\ \\ I \ 1 I / I ~ !I ~ j lPAC~No.22: /i ~ Yp//Y /
/ I ~ 1 1 I I I I ~~ I ~ X /Buffef Imps t- Sapitary Sew f ~ /
/ I ~ I / I ~ ~ ~ ! / ~ ~57 s,f. - .026 ac. buffer impact zone ~' /~
/ I ! 1 I I ~ I 1 ~ / / 493 a.f. - .l~ 13 ac. perjfianent mair~nance easepient i'
/ / 1 / / I I~ ~ / I ! / / ~~ / / i
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1 IMPACT No. 27: ~' ~~ 1~
1 Wetland-Impact - 30' x 10' timber bridge. ~
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PR06RAM
March 8, 2007
Richard Wolf
Olde Liberty Golf Club
4208 White Chapel Way
Raleigh, NC 27615
Project: Olde Liberty Golf Club
County: Wake
0 7 Q 46 4
The purpose of this letter is to notify you that the North 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 Permid401 Certification/CAMA permit within this time frame, this acceptance wiU 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
followin¢ table.
Tar-Pamlico
03020101 Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Ri arian Non-Ri arian Coastal Marsh
Impacts 0 0 0 0.0856 0.2144 0 12,139 4,659
Credits 0 0 0 0.1712 0.4288 0 36,417 6,989
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,
b'1,
Wi(' D. Gilmore, PE
Director
~i ~-
cc: Cyndi Karoly, Wetlands/401 Unit
Eric Alsmeyer, USACE-Raleigh
Ian McMillan, DWQ-Raleigh
Nikki Thomson, agent
File
R;~storu-t~... F ... P~o~~ Ou.~ .~ta~
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699.1652 / 919-715-0476 / www.nceep.net

v 7 q~
USACE AID# DWQ # Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the s ream reach under assessment:
1. Applicant's name:_~~~~ t"/~¢,~~ f~d~t~S 2. Evaluator's name:_~~ S ~ ~Lr.~.~- h
3. Date of evaluation: / ;ZG oG 4. Time of evaluation: ~rlu~+?oon
5. Name of stream: L[ T fn (~.~~~- ~,Cee~- 6. River basin: /4 ~i'i9itt
~~//
7. Approximate drainage area: . b~ ~~i. /~?~~ 8. Stream order: ,1.
9. Length of reach evaluated: ~J t 10. County: ~i~~ k-/ ~
11. Site coordinates (if kno/wn): prefer in dec~i/mal degrees. 12. Subdivision name (if any): Q/~ ~~ ti 4•re,~Y ~rld l>< ~~ivh
Latitude(ex.34.872312): ~(~ . ~7s~~ /,r Longitude(ex.-77.556611): 7R• ~d ~~~ w
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any): ~ //,!
15. Recent weather conditions:- ~.G~~u>'.~~ /~,//¢,i?
16. Site conditions at time of visit: ~Sun/1 si /,O Gel
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
1 S. Is there a pond or lake located upstream of the evaluation point? ~ NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? I'E NO
21. Estimated watershed land use: _% Residential _% Commercial _% Industrial % Agricultural
_% Forested _% Cleared /Logged % Other
r
22. Bankfull width: y 23. Bank height (from bed to top of bank): /. S ~
24. Channel slope down center of stream: -Flat (0 to 2%) Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: Straight -Occasional bends Frequent meander -Very sinuous -Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): ~!
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
~.
.
"
_ ,ECOREG ION PdJINT RANUE ~~CU~tIJ
~
'~
~ ,
; ~ CHARA~TERI$T1C5 ~. r
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l flow /persistent pools in stream
Presence of 0 - 5 0 - ~ 0 - S ?,,
no flow or saturation = 0; strong flow = max rots
~ Evidence of past human alteration 0 -- 6 0 - 5 . 0 - 5
- extensive alteration = 0• no alteration -max .Dints
3 Riparian zone 0- 6 0- 4 -0- 5
(no buffer = 0; contiguous wide buffer = max rots
Evidence of nutrient or chemical discharges 0 - 5 0 - 4 0 - 4
4 extensive dischar es = 0; no dischar es = max rots
~`~
5
Groundwater discharge...
0~ 3
~ 0 -4
0- 4
'~ no discharge = 0; s rims, see s. wetlands etc. max Dints)
;~' Presence of adjacent floodplaio 0 - 4 0 - 4 0 - 2 2
b no flood lain = 0; extensive flood lain = max Dints ,
~~~ 7 Entrenchment / floodpla m access
` 0- 5 0- 4 0 ~ 2
- 1 entrenched - O fre uent floodm -max rots
de ` }

fin
,.$ °Presence of ~d"scent Wetlands
r : .. J ~,'
'
„0 _b
0~-4
0=2 I
acent wetlands ~' n~ax ittts
no wetlands W. 0- larfie ad
i ~ Channel Sinuosit}~
` 0- 5 0-~ ;' 0- 3 3
rots
'~~ extensive channelization = b• batural meander =mat
~;. Sediment input
p
~ '
..~- oints
osition= 0;-Tittle or nosediment - maY
~ °(extensive de
,,z l ~ Size & diversity'of channel bed substrate ' ~ ,' ~ ~ ~
°
~ '
0 - 4
4 - 5
Z
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.,,:
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12 ~- Evidence of chaninel incision or widening =
0-5
0-4
0-5
:
E . '. dee Iy incised =.0; stable bed & banks =.max rots)
~ 1~ , Presence of major bank failures - 0 _ 5 0 _ 5 0 - 5

~~~
-
severe erosio~i = 0; rio erosion, `stable banks ~ max Dints)
' /
14 '.Root depth and density on banks '' "0 - 3 0 - 4 0 - 5
no visible roots -0"dense roots throe hout=max infs)
p rulmpact by agriculture, fivestack, or timber production ~ p _ 5 U-- ~ ~ 0 ` S
~
~ - - substantial am act mil;-no 'evident = rnax rots
~~ . 16 presence of rif[1NpooUripple-pool romple~es t7"T 3 ~ ~ S 0 - 6 Z
no riffles/ri les or :Dols = 0; well-develo ed max Dints
y,4 17 Habitat conplexit}~ ~ 0`- 6 0 -`6 ~ 0 = 6 ~j
~>' ~' little or no habitat = b; fre Went varied habitats max rots
1 ~ ~ - ~ Canopy.coverage over~streambed d $ 0~ 5 ' 0 -S
no Sliadin ve etation ~ O~~eontinuous cano ~ ~ niax Dints)
'
K:~
' ~ 19 Substrate embecldeduess
' 'txx' ~, ~ ~ ¢ 0 ~ ~
'
j ~ max
dee 1 embedded - D; loose structure .~
~~' ~(~ Presence ofstrea[ri'irivertehrates (see page ~} 0";, ~ , d ~ 5 0 - 5
'~' (no evidence = 0' cgfnmon <numcrous iv es = mar Dints
~ ~ Presence of amphibians 0 4 0-~ 0- 4 Q
,
Q' l
, no evidence = 0; common, numerous t~ es = max Dints)
'"~.
~ y~ Presence of fish ~' t7 - ~l 0 -- 4 0 - 4 Q
,~ no evidence - 0~ common numerous tv es = max Dints)
~' ~` hvidence of -wildlife use
0-6
0-5
0-5
a
~~ 23 (no evidence.O;:abttndantevide~ce = max rots

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.~
1 :,,
,
* These characteristics are not assessed in coastal streams.

EN .�
c • `f \1
i
off; a:, ,�
i r c
I 4
I . ,
WOM_v`�'tl'
jo
w t t
wr
p
11-14 ,r7
:.rte' �. • rr +-.{,c��� ,raai`�" L ti � u" � � ..
/l
Z✓,sY.' a .✓, ! C;F>s t_.. _ �J !. " _ F4 . Xf p'� T� civ"_ �. ,a=k. !C: a,

USACE AID# DWQ # Site # (indicate on attached map)
;,~,; STREAM QUALITY ASSESSMENT WORKSHEET ,.,
Provide the following information for the str am reach under assessment:
1. Applicant's name:- ~,'<~ ~ ~R/G~ ~-~or+tCS 2. Evaluator's name: ~~i~L+ S ~. ~~~ / .
3. Date of evaluation: ~"~ G -o G 4. Time of evaluation: i~f2,~tcr~o e.~
5. Name of stream: ~ T ~ ~,• c~i^ ~~Ctk-. 6. River basin: ~~c. ~~,~ii+~ ,
7. Approximate drainage area: . O y 52 • ~+~t 8. Stream order: ~'
9. Length of reach evaluated: ~.~ ~ 10. County: ~~C.Rr[ k/~ ~
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): (j `e.,~. ~..~ Lxrf~r ~o ~ ~ C(t,~,h
Latitude (ex. 34.872312): 3 ~o . ~ Z ,Sy ~ ~ Longitude (ex. -77.556611): ~ 8' • ~~ / 0 ~
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any): /(/e~1-G.
15. Recent weather conditions: ~/tG~~r.~t ~ /24i~?
16. Site conditions at time of
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? ~If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does c'han'nel appear on USDA Soil Survey? ~ NO
21. Estimated watershed land use: _% Residential _% Commercial _% Industrial _% Agricultural
Forested _% Cleared /Logged _% Other
22. Bankfull width: 3 .~ ~ 23. Bank height (from bed to top of bank): .2 r
24. Channel slope down center of stream: -Flat (0 to 2%) Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: Straight -Occasional bendsFrequent meander -Very sinuous -Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): ~~.5 Comments:
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET

~~ '~ _ , , ~ a r
r -~,,,:~. F~ _ ~ r ~ ~.~z~ :
;~~ORE~

_
.~~~1'OIN
T~~Ai~T,G~ ~•
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.
1 Presence of flow /persistent pools in stream 0
5 4
0 0
5
,j~= no flow or saturation = 0; strove fluty T max rots - - -
'~
2 Evidence of past human alteration
' D - 6 0 - 5 0'- 5
t ~.` =extensive alteration =tl•~no alteration `-max
rots ~ ~ 3
3
y Riparian zone. 0- 6' D- 4 0- 5
~'. no buffer = 0; Conti uous wide buffer = max rots
~
4 Evidence of nutrient or chemical distharges

'
0-5
0-4 ~
0-4 .
extensive
dischar~es =.0• nu discharges = max rots

~` Groundwater discharge
' '
~
-4
5
. ' no dischar e = 0• s rinCs s s wetlands etc. =max. rots) 0-3
~ =•fl-A
.:. 0
~ ~. Presence of Adjacent floodplaia w '~ ~ 4 ' ~ -~ 4 0 - 2
"- :~-~ no flood lain ° b•'extenstve flood lain ,max rots . ,r
z~'~ #t _ ~,; ~,~:E~1trP,rfC11n1eq~ ~lood~lain ~CCeS_ S
'
d
e
d
•
w
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ent floodtn
~ 0
tt
x
rots ~ ~:t ~~
, ~x~~ti~.
$ ,t~ _ Presence ofadjacent ~vetlar~ds';` ~ ~; ;, ~..~,...
..
'
" 4 ~-6 ~'~~~'
. .
_
~ ~c'0 "~ ': ~`4~" 2

-
' ~ no wetlands 4• la
r e ad
acent r~'etlands,tr,.inax rots :, ° .. ¢<T{:• ;<

9 ,r~.•::;' ,' "Changel sinuosity s.'
~
'
"
~ " ~
0 - S "' s a.
~
` 4
~~"
, 0 ^ 3
' CXt
~itsive c~tarineliz;ition ~ 0• natut
rots
F°•
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,~

s 10 „_.~ -=° ,`Sedmtentinput ;. , '~
= ~
-
`
~
n
- ' `
0 = $ `' 1,a...
0 - 4 ,,'
0 - 4
7
~. {eartenswe
de ositign
0, ltftle or no
sedu
rots
ent -map
~
,° x .
f l , ' . ;Size & div'ei-si of Channel bed substra#e ~
,. r:w
* 4 ' '.'
4
~ 0 - 5

fine''horriodenous•= fl• 1 e, diverse sizes= max rots t
~>
t• r<>'.~
~
~s.
1 ~ Evidence bf Channel incision or widcnin
g
- 4
-
~ dee lv incised ~ O; stable' bed & banks = maK
~ints) D - 5 _
0 D
5

"
13 Presence`of.triajorbavk failures t_'-
~
5 -
~
;
~i ;_
severe erosion - O; no er`osion,'stable bank's = max Dints -0- -0-5 _0~5
14 y, s ~ ; .Root depth sail 'density on b>ttiks .;

`
- ~.
0-3 ~ -
0=4
D-S
'~ ~?? no:visible
roots = ~1• densetgots ~tu-au pouf ==max
rots - ~~~ r _

15 z: ><mpiict by,~agriculture, hvestock;`QT;tJmber prnductton
`~ ~
0
~ ,~ '
~ ~'`t
0 -~ 5
Z
~ ~ subst$ntial im~ pct ~; no evidence
max `"irft~ ~,:
- ~ ~
_, ~. ;~ ,
., Ib : ~~ ]'resencc of riffle-pooUripple-pool ~4tnplexes ;=
,
""
~ ~ - 3 ~ _ ~
' ~ ' ~ = t ?
~ i
!s = D
nb rifflcslri les or
well-develo = riiax rots ' J
.
17~ Habitat complexity -
`
~
'
0 - 6
~0 ~ 6 '
~0 - G
-' little
ot no habitat ~;0~
fre went varied habitats - tnax Dints

1 S Canopy:COVerage`over streambed

'
`
~
'
',

0 - 5
~"

U
-; S

~''__ 5
3
no shadin
~~
etanon
= .O: continuous cano
•-max Dints .~~ : y:.
,
, - .:

19 ~; x;^~uJbstratee'mbeddedu ~'~~ <' . N.. •
"
`.:
~u
~ :' "
'" ~ ` '~
~ = 4 '~' j
0 :.-'4
~ ;w
dee f
'embedded ~D; loose'st7v
~ max
r~
x'20 `~ '`:P~enceof s`tr=eam~~lnv~rteUrafes~`s~page4)
' . -` _ .:
0 - 4 ~.~~~,~~ ~~~~
~ "" 5
0 - 5
,r , no evidence = 0• common
snttmerous s ~ max rots : °
`'
~ Presence flf
amphibians .:.
~
' 21

Ct:
; .

no evadence~ 0; comfion, numerous t s = max
rots 0 - 4 ~ ~
.
0 0 - 4
~,
`~. 22' • ~ Presence of .fish

'
' ~
t)_4 =
X0:_4 -
~D~:q '

Q
no evidence = 0
common -,numerous t ~ s = maX
rots) ,
~.
23
: Evidence ottr•ildlife use
~ 0-6 0-5 D--5
.~~
, no evidence = 0; abundant evidence
tnax rots)
.... ,
~;~~
..~.i ~ ~~-° <"~:rizi,.K.~ .'r`~..~ ;irk x ~ ,~a ` 3a.-. ~ .'xi `~.~
;r ~,,~ ~`_~~: ~a>: ~.M
~ ~~ ~~~~ `~
O S4i~RE~a~so cuter ozi fi rst page) - °
.~~ , : F '
.
~,
:. ~ ~~~ ~
,~
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Qualify -Stream Identification Form; Version 3.1
Date: /0 /Z 3[ DU Pro ect: ~L ~~~ Latitude:
Evaluator: Q'~0 ~~ Site: ~ ~~~ ~~ tHpl~tT ELongltude:
Total Points: Other
Stream Is of least Intermittent ~ ri, ~s" Coun~'y: N KL~ ~ e.g. Quad Name:
if z 19 or erennial if 2 30
A. Geomor holo Subtotal =~ :°,~- - _ - _ - ~ =r' _~-"-
ifl. Continuous bed and bank 0 1 3
2. Sinuosity 0 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting _ 0 1 2 3
5. Active/relic #loodplain 0 2 3
6. Depositional bars or benches 0 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 1 2 3
9 8 Natural Levees 0 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0 0.5 ~1.5
12. Natural valley and drainageway 0 0. 1 1.5
13. Second or greater order channel on a Ix sting
USGS or NRCS mapnor other documented
evidence,
No ~
t1
Yes = 3
°Man-made ditches are not rated; see discussions 1n manual \
B. Hvdroloav (subtotal = !e ~~ i ~~
14. Groundwater flow/discharge . 0 ', 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season 0 1 V 3'
16. Leaflitter 1.5. 1 0.5 0
17. Sediment on plants 0 0 1 1.5
18. Organic debris lines or piles (Wrack Ilnes) 0 0.5 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes t.
C. Biology (subtotal = ~• ~S )
20". Fibrous roots in channel 3
21 . Rooted plants in channel 3
22. Crayfish 0
23. Bivalves 0
24. Fish
25. Amphibians 0
26. Macrobenthos (note diversity and abundance) 0
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus.
29 .Wetland plants in streambed FAC = 0.5; FACW
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the I
Notes: (use back side of this form for additional notes.)
2 1 0
2 ~- 0 -
0. 1 1.5
1 2 3
0.5 1 1:5
0.5 1 c 1.5
0: 1 1.5
0.5 1 1.5 _
0.5 1 1.5
.75 OBL = 1.6 SAV = 2.0; Other = 0
s ce of aquatic~5r wetland plants. p 1
Sketch: ~. ~ DO I A` ' C~•n~
~ ~' ~~~
fYl~~~ $A [~2ossiN~ PQ d..~4PP v~r~ :.~ .. • ~ " "~ 5 ~,c~.~
`~ .
s-rQ~ ~t~ u VlGiur~~ ~~ Ct~c.vtQT~ 2R~ ~ ~,1~~ • ~
~Fs-raQJ~-n oN ~t,t l~[ OY ru L~ ' MeyE,~ Y~. "V- ~
•L
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~ ~~ ~
`~ ",•L.

. _ -
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~~~
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4
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A ~,~~~ SM~4
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USACE AID# DWQ # Site # (indicate on attached map)
„~,; STREAM QUALITY ASSESSMENT WORKSHEET , ~-
,~j . Cr/o ss ~ ~ u/°S1~G c~J4~ a ~ Cya /UC.~~ f
Provide the following informantion for th st/ream reach under assessment: /
1. Applicant's name:~'~~ c_,-~Q~GI~• /Ya~t ~'S 2. Evaluator's name: Cfii~i 5 <. /~~k~- ~•
3. Date of evaluation: /-,2 G - O G 4. Time of evaluation: /¢~trC~loorl
5. Name of stream: (it T .fe CG.d nr ~!'aa k. 6. River basin:. / ¢~ ~/~A,+~.
7. Approximate drainage area: ~ DD s ,fig: ity.l.~ 8. Stream order:
9. Length of reach evaluated: ,20 ` 10. County:. Fi~r9.9,eL/.%1
11. Site coordinates (if kno//wn): -p7refer in deci/mal degrees. 12. Subdivision name (if any):QO ~, l.; laer~+/ Gr0/rr' C~tt,,fo
Latitude (ex. 34.872312): ~~ ~P • d ! ~Z~ / v Longitude (ex. -77.55661 ] ): 7 („)_ ~ 7 ~ •
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any): Lt/o~tlG_
15. Recent weather conditions: F/e 4 cer.-r ~ l7i~ln/
16. Site conditions at time of visit:_s~rrdy ~D/d
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES ~If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? ES NO
21. Estimated watershed land use: % Residential % Commercial % Industrial % Agricultural
yd % Forested ~% Cleared /Logged % Other
22. Bankfull width: .3 ~ 23. Bank height (from bed to top of bank): /D "
24. Channel slope down center of stream: -Flat (0 to 2%) ~' Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: Straight Occasional bends -Frequent meander -Very sinuous -Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): ~ Comm
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
h ,,, ,~ 1 r~ ECOREGION P~JINT RANGF ~.
SCOT'
~ _, u# CHA1r2t~CT~RISTICS s ~ n
<
~
`.' "'>
.;{
~:. ~
>r
~
*
tal .
Co 'hicdmont `i•'<onutarn
,
~
~
.~
; ~~..
.
d.. ~
1 Presence of flow /persistent pools in stream 0 _ ~ 0 _~~ 0 _ 5
no flow or saturatron = 0' stron« flow = max rots
2 Evidence of past human alteration 0- 6 0- 5 0- 5 a
(extensive alteration= 0; no alteration -max Dints -
3 Riparian zone 0_ fi 0- 4 0- 5 3
no buffer = 0; contiguous, wide bufi~er --max rots
Evidence of nutrient or chemical discharges 0 - 5 0 - 4 0 -4
,~ 4 extensive discharges = 0• no discharges = mas rots
_
-.a` Groundwater discharge 0- 3 0- 4 0- ~4 Q
~ s nn dischar e = 0' s rin s, see s; wetlands etc. = max Dints)
,_.,
;~~ 6 Presence of adjacent floodplain
no flood lain = O; extensive flood .lain = max Dints} 0 - 4 0 -4 0 - 2
`~ ~,': Entrenchment / floodplain access
~ 0 ~ 5 0 - 4 0 - 2 ,Z
> 0; fre uent flooding -max Dints
de Iv entrenelred - -

~ ' :Presence of adjacent wetlands
'
~ acent wetlands = max rots)
no wetlands = 0; lac e ad
,

~`~
9 ~' Channel sinuosity
=
. 0- 5 0 T r} 0- 3 Z
' .0' natural meander = max rots
extensive cbannelization
;~
, .
,
'~
10 Sediment input 0 r 5- 0- 4 0~ 4
i~ (extensived osition= 0; litUeor no sediment = max rots
,, l ~ °" Sizc & diversity of channel bed substrate ~~r'~ ~»F
~~",''
` 0 ~ q 0 - 5
fine homogenous = O; lac e~ diverse sizes = max rots T~
. ,~~~i

~~
Ih Evidence,of channel incision or widening
0-5
0
-4
0-5
„; dec 1 incised --0; stable bed & banks = max rots ,
;~
l3'. Presence of major bank failures

"
`
0-5
0-5
0-5_
;d. = max
rots
severe erosion = 0; t,a erosion; stable banls
14 `; Root depth and:density on banks ~ _ 3 'p - 4 0 - 5
" :>- no visible coats = 0; dense roots thi•ou haut = max rots}
~'

~$ '..'Impa'ct by 8gricultui~e, livestock, or timber production 0 ~ 5 0 --~4 ~0 - 5
s~ ``" ~ substantial im act =-0; no evidence = mom: Dints
~= 16 ~ ' Presence pf riffle-pooUripple-pool completes 0 3 0 - ~ 0 - 6

~'
(no riflles,~ri les or Dols = 0; well-develo ed max pints tJ

`~ 17 llabitat complexity
" 0- 6 0- 6 0- 6
~; little br no habitat= 0; fre uent; varied habit<1ts = max Dints
l 8 ~~ Canopy coverage over streambed
no shading ve ~etation 0' Continuous eano ~ = max Dints) 0- 5 0- 5 0= 5

"~~' '~-~
'19 `ubstrate embcddedness
a t' ''''' '~t~~'"
~ =~~A~
~
0 --4
0- 4
dee t "embedded = 0;1oose structure = max) r
~~. ...~ ;.,. ~ ~
~~ni
20 ~ Presence of stream invertebrates (see page 4)
0-4
0-5 "
0-S
7
(na evidence = 0; canunon nuirierous t cs = max Dints

~~
' ,~ 1 Presence of aoiphibians 0- 4 0- 4 0- 4
~,} {no evidence = 0; common, numerous ri es = max Dints)
_~ ~Z Presence of fish 0- 4 0 -- 4 0- 4 O
i--+: no evidence ~ 0; common, numerous tv es = max onus)
~ 23 ~ ~ Evidence of wi[dlifc use
0-6
0-5
0-5
wi (no evidence -0; abundant evidence _ max Dints
ry,„~ s ~
.'~~ r ke ~ .~'k'Y~'"~,u' ~ i'.~"w ~F, i ~ sae s a~: ~
-~~'~~ ~G~ ~' u,'I'otal ~'olnts po~srble *~ Y }
1110 ~ ~
x~ ,100 '~.~
700
,x ,fz
SCOX2E° talso ei~ter.oit iirsfpabc) ~` ~
:<~ y
'T'QTAL 33
.
, n.
* These characteristics are not assessed in coastal streams.

R. Ya
' i '.i 'SS .^ ., � �'�� .nit i?� ��F ) , - � •
r 1
.r/ f
Ile
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Me
!t` ,f \:

USACE AID# DWQ # Site # (indicate on attached map)
„~„ ST EAM QUALITY ASSESSMEN WO KSHEET ~.~ ~ X;
0
Provide the following information for the stream reach under assessment: //--
1. Applicant's name: ~•'ll ~~ffl4k c'~5 2. Evaluator's name: ~GcKt_ ~ }//f/I
3. Date of evaluation: /~,Z ? ~ dC
5. Name of stream: ~A T ~ (~d~tr' ~~~
7. Approximate drainage area: . G ~V S 5 ~', isls/tS.
4. Time of evaluation: / 1~.C/lODi9
6. River basin: ~2 ~ /~iA/J? .
8. Stream order:
9. Length of reach evaluated: ;~' 10. County: ~'/2.~i'~i~^ /
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): Q~n~ ~i LJ,~~G~V ~io~j~ ~~GyV
Latitude ex. 34.872312 : / e
( ) 3G • ~ 7 ~~• ~V Longitude (ex. -77.556611): 7 ~. J~y -7 ] ~ W
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any):
15. Recent weather
U
16. Site conditions at time of visit: _~ ~s?/l V
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES X10 f yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: % Residential _% Commercial _% Industrial _% Agricultural
~% Forested ~% Cleared /Logged _% Other ( )
22. Bankfull width: 3 23. Bank height (from bed to top of bank): /lJ~'
24. Channel slope down center of stream: -Flat (0 to 2%) Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: Straight Occasional bends -Frequent meander -Very sinuous -Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality. ~j
Total Score (from reverse): ~ "'' ~ Comments:
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
~~ ~ sr ~ .i..
~
E~,~ ~~` `=r ~`_ ~ CQRE
~F GIO~~'
A1~1' ~T'~NGE'
:~~
~ `
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.
~.~ ,.,; , ,~ . ~
_ ~ as,~al '~
~; # ~~ . 'Pi

..... fo~Z
it
itt~~n
. ~~h
~;~ 1 .Presence pf flow /persistent pools zn stream - '

~'• ~no flo
w Or saturation = 0• strong flow = ma
K rots
0 - 5
0
~
0 - $
~ S
L _
'
°'
~
2 Evidence of past human alteration .
`
extensive alteration = 0• no alteration = max rots 0-6 0-5 0-5
-
3
'' ,.. Riparian zone ~b 6 0- 4 0.- 5
~S
no buffer = 0• contiguous wide buffer =.max rots
4 ,Evidence"of nutrient or chemical discharges' -.
extensive dischar es = 0•~ho discharges =max -rots ~ ~ $ 0 ' `~ 0 - 4
h..
5 ~Grtundwater discharge yi ~
'`
'
0. 3
t) - 4 s
'" 0 -4
~
s
~
no dischar e -0• s tangs; see
s, wetlands etc: „max Dints - „
~ ~~ ~ • Presence of adjacent floodplain ~ ~ ~
. ~
` tao flood 'lam ~ 0•`extensive floa"d lain ~ y`
,taraax "rots
0 ~ ~ ~
~
'~
0
`~'~
~ ~
~ 1 ~t . 1
-,. ~ ~r r lEhtrenchmenf~ flopdplam access r^~`
~
~
~
e
'
~
' ~
U ~ ~ ~~
~ 0 `~ ~ ~ y~ ,~
~ 0
~i
~
e
•~
d
~
rifrencbe~
~
- 0
• fre uent flobdut ~htax sots r, . ~ ,
~ ~F '~''* '~;~Presence of adjat~nt wetlands
; ` ~ _
` ~
_
~; ~ 0 ~4 .. -~
^
~
Y, >
s
... ~. no tivetlarids . 0•`~~r e'ad'acent wt~ettands = triax rots f..~; ti .
0
~: ,~
_,.. ,.,: 0
2
E_•, ~ . '
~,` , .-,. ~,., Channels-nuosi[y = ~ .,ty.
~ :. ., ~ri µ=;
~
'
~
``

Z
~:_ . exteaslvt channetization = 0- natura~
me~ndet= max' mts r; ~»- .~ .~ ,4~, '~ ~ -
.- ~~
`lQ `'•' ~...:. °'• µSediment inpti# :< ~ . , t
, u ;: ~ ,~ _,
- ~'
extensive de srtian= D' battle or no sedtrirtent -~ max' omts ":' 3
l I ~ ~'; ~Siie;& Clzversity' iof channel bed su~istrate' ~=- •
~".: fne `honzo~ enous ~ 0 lar e; diverse sizes="maK rots ...,,.' D~ `I 0 "- 5 . r
72 ~ Evidence of channel incision or n adening )`"^ ) -~
~
~:'" . dee lv tncised = 0; &table bed & banks -'rttax rots $
t {
4 0 5 3

1~ ,. ,.
~- ~.h . , Presence of majorbahl:~~ailures .~u '
~

0"- 5'
, ~ ,<
0
S '

0~~ 5
;

3
-" severe
erosion ~ 0, Ito erosion, slable'banks ~
.max pmts) ; : ,~.,
.~~ , ,,. :
~-: "
,u+~ x K koot de th and density on banks ~
's ~<~ ` _ ~ i
'
`
~,
0-3 ~
~„ ~~4 f
O
S
~,}~° =
ito.vasibler Ls~~•
ileri"se roots~l>aau hoot<~max '
mts , >
.
.~.=: A
~~ .E,
~5 x
.. ra. '` : 1(Qtpact b,y ~~czcu)t~re, Jz~estoCit, or-.um`be'r- prnctuctzon
..3: ,~, ~ siib`st<•zntzal im act ~0, n+a evidence-- mac rots ~
~ ~° y '`'
... {.,..,~ }~;,.
~. t~ ~ r;
r~... - /
'~ l~ ~;_ > :Pz'esenCenf.t•iffle=pooVnpple-poolrkup cxes' ,
~
~ ~' D~ 3 p~:5~ Q':~ f
~ '

.' ' noriffles/ri
ies'or 15 = U~
~vell-clevelo ed =max mts '~ i
~ 4. l

` i ~ ' • ~: ~ Habitat complcaity :~'-
l
ttl
i
bi
h
n
~
0' f
; va
i
d
a
x''
'
0 ~ ~
a f 0 `~
'~' 0 --;6 ;
3
. a
e.
~r
a
tat ~
re
o
uent
r
e
h
bitats - naa
rots
,~ t ~ f' ', _~; ~anapy ~erage o~erstreambed "z` °. ~ ,
r nq shadin ve etataot#'~t)~.contanuous~'c~1o = ma~~• ants ~~ vx

. ~
Asa x
~~~~
-' .~~~ ~ ` ~,~~ ~ Siubstr`a '~;nit,e4rd~a~ ;;} f ~
',"''.. d~ . ...'e''l`~ec~cled ~~~~o+;i~e fifr`-c urn = rnax ~ Yom" ~
4 ~~,.
.`i~"".a `
~ _~~~, N
zw ' r 'I'resen~e p~~tir"e}aFn zn~i•r~Chrates seepage 4) , ~ ~
"
• "'" ~ ;__ ~ ~" ° ` "~`, '
:~ no tsvadence
.•, 0' rammon, numeri~us t s , max
Dints :~ _
r: ~ N, - v

,2 t
' ,~,~ ", •Presence oC ttmphibians ~` '
, .
~
'
`
'
.
D ~ 4 ` ,;4 .
0 ~.~,f .
0 .~,~ -
~
no evidence ~ t)
•~~o-tampn, a~um0~oiis
es = tnax Dints Y ~ .: ~ _
~" -:~2 ~°~ '' '~s ".Presence offish ; .~:.~
~
"
`
~ ?
4
0 ,, T~
~
' ,
4
0 ~-
D
~?~. rap evide
nce
0 .~bfnmzin ttrnierous
es ~ iztax rots)
- - ~~`~ ~'.
~ .

X23 n "~' Evic#~nec pt'~•i~dlife pie
~
Q
S
D " ~
" 0
3
ti. noc~~idciice~Q;~abuzzdatifr'idenee~-~ii;~ rots `
. ` ~ S

~ e,
_
~kh ..
.
yYnt..
' ...
'.
.
r
•
:"4
-
~f` `
' .t ~ ^ ~
VX
~:
;~
.}~.:
.L?:. .
x
.r ~ :? tt,
K
, it.
~ a„. i ~ . .o... ;,.i '`i ~/
!
,< i
, s
~ nese cnaracterasnes are not assesses m coastal streams.

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
. -
ia. Continuous bed and bank - -
0 - --
1
2
2. Sinuosity 0 1 2
3. In-channel structure: riffle-pool sequence 0 1 3
4. Soil texture or stream substrate sorting 0 1 3
5. Active/relic floodplain 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 1 2 3
9 8 Natural Levees 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 1 ~1.5
12. Natural valley and dralnageway 0 0. 1 1.5
13. Second or greater order channel one ix sting
USGS or NRCS ma{a~or other documented
evidence:
No =~
~
.Yes = 3
"Man-made dftches are not rated; see tliscusstons In manual \
R {.J~irlrnlnrrv /C~~h+n+r~l _ ~ \ '~
14. Groundwater flow/discharge . 0 ', 1 2
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season 0 1 2 Q
16. Leaflitter 1.5 1 0
17. Sediment on plants 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes 1~.
C. BiolOgv (Subtotal = 5'. S 1
20 . Fibrous roots in channel 3 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 0 1 _ 2 3
24. Fish 0 0.5 1 1:5
25. Amphibians 0.5 1 c 1.5
26. Macrobenthos (note diversity and abundance) 0 0: 1 1.5
27. Filamentous algae; periphyton 0.5 i 1.5 _
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 .Wetland .plants in streambed FAC = 0.5; FAC1N = 0.75; OBL = 1.5 SAV = 2.0; Other 0
"Items 20 and- 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquaticor wevana plants.
f
Sketch:
Notes: (use back side of this form for additional notes.) ~ ~` -~Q` .t
"" -~.~ _~~/~ ~~ ~
~X L 1 ~,(~~ ~$~ e p~y~1 ~ C'~,lti lut ~l Q 1 ~~t ~ ~
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A /~w~w•nMr.h~lnnv /G ~h+n+.~I _ i t \ - ~ ~ -_ ¢r`': ~ =%-_'"

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North Carolina Division of Water Qualify -Stream Identification Form; Version 3.1
Date: ~~ ~ Project: ~ CL ~ 8~~ ~ Latitude:
Evaluator: N•~dk50Al ~ Site: ~Rd~bs ~' X- ~~ ¢ Longitude:
Total Points: Other
Stream Is at least Intermittent ~s Couni?y: ~~~ ~` t . 1 e.g. Quad Name:
If Z 19 or erennla/ if 2 30 ~V
A. Geomor holo subtotal = /i.S - I
........u.
,. -
.. , . ._ . ~ :, =r~
_ ._ : =:~_
..:.. _,~._ .
1a. Continuous bed and bank 0 1 3
2. Sinuosity 0 1 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sortin 0 2 3
5. Active/relic floodplain 0 1 2 3
6. Deposit(onal bars or benches 0 2 3
7. Braided channel ~ 1 2 3
8. Recent alluvial deposits 1 2 3
9 a Natural Levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 i ~1.5
12. Natural valley and drainageway 0 0. 1 1.5
13. Second or greater order channel one Istin
USGS or NRCS mapaor other documented
evidence:
No = 0
Yes
"Man-made dRches are not rated; see discussions In manual ~\
B. Hvdrotogv (subtotal = ~ ~ ~~
14. Groundwater flow/discha e . 0 ' , 1 3
15. Water in channel and > 48 hrs since rain, or
Water In channel -- d or rowin season 0 1 ~ 2
16. Leaflifter 1 0.5 0
17. Sediment on plants 0.5 1 1.5
18.Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydrlc soils (redoximorphic features) present? No = 0 Yes =
C. Biology (Subtotal =
20". Fibrous roots in channel 3 2 1 ~0
21 . Rooted plants in channel 3 2 m 0
22. Crayfish 0 0.5 1 1.
23. Bivalves 1 ~ 2 3
24. Fish 0.5 1 1:5
25. Amphibians 0.5 1 c 1.5
26. Macrobenthos (note diversity and abundance) 0:5 1 1.5
27. Filamentous algae; periphyton 0 0.5 1 _
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1. _
29 .Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1:5 SAV = 2.0; Other
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquaticor wetland plants. .
Notes: (use back side of this form for additional notes.)
Sketch:
~~
~.
x-t~r~T~£~. ~'~~y. CL~A-rz~.~ _
~ULE_~1 '. SrtT ~E,~yLi11l~ ~ CTte~4s~ i1
St_i~ A t,{~ ~ ~ p ~4 c ~ -re r'!o~17Rp~ 5f~t kt~
•.... ,
C ~~~ ~
~o~w ~
r- c ~ ~ j
• ~~~a ~
C 1.
• .. r J ~. ~ . ~ . • ~/
.J f
t ¢~~

'fit ~ «~.- ~.~... _~. ,__ _ _. ~~ ~_ T
i
..7
a. ~ ..t.
_~ . r ~ ..
Yi J. L
~ f
~ 1' pc.;.4 ~ f r l ~! 4 r t...
.r. K~ 1.: .. cy
r ~ y .f ,~~.._
• ; t.~, ~ t
~. ~:
..
`.
~'"_ ~ ! 1
/ ~ « .rye r p,{.' ~~{.~ k .~ ~ ,. 4 -..
,~ . ~ k , ~, ~6"i fit ~ ~ . ~4 F ~M
~'r S + 3
ir; "'~;t ~ , r
k ~' ~~
3~ ~ - 3 1
~~ x. -F~ t,. ., - ~~.
s`~ ~ e 111 i ' ~='~
a
Figure 1: Proposed road crossing and golf cart path (Impact # 16 on plan sheet #12).

Exhibits
.
~ ~ ~
~
~~
~
'
~
~
t t
~ ~ ~
1
,~- 11
z ~t: - 1~ _ ~ .
~
~~

~ t_a ly je
r ~ ~ ' a 4 a;
i ~ - } G ~-; 1k:i t
,, Z ~ f cam' 1 1 -r
p~ a ~~s ~ b ~~ i R ~d°a i~ ~ ' 1: v
4°~ '
v,~ / 1 G
J ~ `r_
~.
,~p •'

a .r1
Figure 2: Proposed Peninsula Drive crossing (Impact #3 on plan sheet #4).
Olde Liberty Golf Club site Soil & Environmental Consultants, PA
Olde Liberty Development, LLC. S&EC Job # 5188.W5
Figure 1: Proposed Peninsula Drive crossing (Impact #2 on plan sheet #4).

Exhibits
~4. ~ f ~ ~: } Y h,.T _ i
" '~K':If'i. „S ~ 7~5'{kT A 5~~~yd~ ~ .
-
~"
~ ~ .r . z °:: x
fir.
1.. ~. ' ~'. _ '
kz' 1.
diY-
,
E
ry
ti

v
r'd., ";a ~}A~ d+4f ~' y~ i ~~G" a R~~w
~ ~
~ ~ f ~. f ,
Ya,.
M1 ~ .!
.F r~1.Y t
Figure 4: Golf Cart crossing Impact # 12 on plan sheet #10.
Olde Liberty Golf Club site Soil & Environmental Consultants, PA
Olde Liberty Development, LLC. S&EC Job # 5188.W5
Figure 3: Proposed Peninsula Drive crossing (Impact #4 on plan sheet #7).

Exhibits
~. ,. ,
.. ~~
~. ; K
,~ - __ ,:
s -4-. w
_. ~: •a'
'
~;
.. .p, fit, 3 .~y:E-~'~ ~ ~r
~, ~ a
a
~. ~
~k~ ' ~~ a r
~,~
} 1 ~;,'~ ~" ~:~~ die' t .%~o- t-~~qa~~ w ~4" t
a~ t'# ~ ~ I i f.~~~ d 3`c ~`aa ~ :~
r ~ ,f±!t @ !`.c. y,~^*hy it • Cab ~„"'~ °~ l~ Via,
i
~~ ~~
Figure 5: Proposed road crossing and golf cart path (Impact #16 on plan sheet #12).
Figure 6: Proposed road crossing and lot fill (Impact #15 on plan sheet #11).
Olde Liberty Golf Club site Soil & Environmental Consultants, PA
Olde Liberty Development, LLC. S&EC Job # 5188.W5

Exhibits
Figure 7: Golf cart crossing Impact # 27on plan sheet #19.
Figure 8: Golf cart crossing in wetland Impact #20 on plan sheet #13.
Olde Liberty Golf Club site Soil & Environmental Consultants, PA
Olde Liberty Development, LLC. S&EC Job # 5188.W5

OF W gTF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
\O~ QG ~ ~,,,; r North Carolina Department of Environment and Natural Resources
~ ~' (~~~'~ -. ~ ~ Alan W. Klimek, P.E. Director
r ,..~ ,:.~: J i
> ..~ ~ Colleen H. Sullins, Deputy Director
p ~ Division of Water Quality
February 2, 2005
V
X 7' 0 4 6 4 TPBRRO#04-0344
Chris Flowers
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River ~ Tar-Pamlico X
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Complaint NOV X Buffer Determination X
Incident # Anneal Call
Project Name: Ballymore Plantation
Location/Directions: East of Pocomoke North of 96 South of SR 1127 & East of SR 1134 Franklinton and
Younesville Townships
Subject Stream: Cedar Creek & UT of Cedar Creek
Date of Determination:
Feature Start
Buffer End Buffer Stream
Form Appeal
Call Soil
Survey USGS
5 stream feature
and 1 pond as
shown on Tar-
Pamlico Buffer
Survey for
Balleymore
Plantation Subject MAP
PROVIDE
D X X

Raleigh Regional Office 1628 Mail Service Center ~(+IR phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748

Chris Flowers
S&EC
2/2/2005
Page 2 of 2
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, DWQ Wetlands/401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notifcation in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 1 SOB of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Michael Horan
Environmental Spec. I
CC: File Copy
Central Files
Danny Smith
Kevin Yates, USACE Raleigh Field Office
Matthew Winslow Franklin County Planning & Inspection, 215 E. Nash St., Louisburg, NC 27549
Land Quality

y.~\ { E.. 7vt.1t~.
' ~~-- l_ ~~r~~,,r ~ `--mil N ~ `~- ~ GRISSOM, N. C.
'~ ~ ~ I~ f SE/! CREEDMOOR IS' QUADRANGL
n J:
- - _ <cCe, Q --` i ~ 36078-A5-TF-024
•~ 1978
r' ~ PHOTOREVISED X98-
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__;_ ,~
500. ';.;c :.. 7...~:
- 1:;_4-?
~, ~~~ $ ~~
~ _ _ ~~ FRANKLINTON, N. C. ; • , ~~
N3600-W7822.5/7.5
4-- ~s0
O "' ~ G
• 1976
b AMS 5356 III SW-SERI V8~
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Buffer Survey Certificate

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~ M. Davis, Jr., certify that under my direction
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In the Matter of Water Quality Violations )
At Ballymore Subdivision ) AGREEMENT
Franklin County, North Carolina )
DWQ No. NBRRO 04-159 ~
THIS AGREEMENT is entered into by The Whichard Group; Bill Clark Homes
of Raleigh, LLC; Ballymore Development, LLC; (hereinafter collectively referred to as
"Developers") and the Division of Water Quality of the Department of Environment and
Natural Resources (hereinafter referred to as "DWQ"). This Agreement, once frilly
implemented, will resolve the violations revealed during an April 23, 2004 inspection that
are further described in the notice of violations and recommendations for enforcement
sent to prior owners of the property in May and June 2004 (hereinafter referred to as the
"Violations").
DWQ acknowledges that the Developers did not own the subject tract where
violations (observed on the April 23, 2004 inspection) occurred and have implemented
measures since DWQ's inspection of the development that have had a positive impact on
the environmental conditions at the site. However, the Developers accept responsibility
for curing those violations now and understand that they will be subject to enforcement
pursuant to the terms of this Agreement for any failure to cure the violations.
The parties acknowledge that DWQ initially did not apply the Tar-Pamlico
Riparian Buffer Rules to the property based upon a determination that vested rights
existed in previous development plans. The parties further acknowledge that because of
changes in the plans and a need for flexibility in the design of the golf course and
subdivision, the Tar-Pamlico ~ Riparian Buffer Rules will apply to all surface waters
identified and confirmed by the stream identification field visit required by Paragraph 2
below and conducted pursuant to the standards set out in 15A NCAC 2B.0259, taking
into consideration the existing uses as identified in Paragraph 3 below.
In order to resolve the Violations, to allow for the timely processing of approvals.
and to assist in furthering the bai~lcruptcy sale of the site, the parties agree as follows:
1. Penalty for Existing Violations. Within 30 days of signing this Agreement, the
Developers agree to pay a stipulated penalty in the amount of $15,000.00 for the
Violations. Payment shall be made by check and made payable to the North Carolina
Department o;~Enviromnent and Natural Resources (or "NC DENR"), and delivered
to the following address:
Mary Penn} Thompson
Assistant General Counsel
N.C. Depart;i; ant of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
2. Stream Identification. DWQ agrees to meet with Developers or Developers'
Page 1 of 7

consultants on site to conduct stream identifications according to the Tar-Pamlico
Riparian Buffer Rules (15A NCAC 2B.0259).
3. Existing Uses. The parties agree that certain uses have been established and may be
considered as existing uses in regards to the Tar-Pamlico Riparian Buffer Rules. The
existing uses are depicted on the Golf Course Routing and Stream Crossing Plan,
Ballymore Golf Course, Franklin County, North Carolina dated July 27, 2004
(attached hereto as Exhibit 1). Existing uses may continue as designed or modified as
long as the use does not change. If the use changes, then the Tar-Pamlico Riparian
Buffer Rules will be applied in their entirety. For example, if a fairway fly-over
crossing is removed and houses planned for the same area, then the Tar-Pamlico
Riparian Buffer Rules and their 50-foot buffer will be applied to each side of the
stream. The parties agree that once the streams are identified and confirmed by DWQ
in writing, then modification of the golf course and residential design may be required
to accommodate the precise location of the streams and their adjacent buffers as well
as to maximize the rnimber of lots. DWQ agrees that these types of modifications
will not constitute a change in the existing uses. The existing uses are described as
follows:
(a) Fairway fly-over crossings depicted on the Golf Course Routing and Stream
Crossing Plan.
- (b) Greens depicted on *.he Golf Course Routing and Stream Crossing Plan.
(c) Golf cart paths and crossings depicted on the Golf Course Routing and Stream
Crossing Plan.
(d) Lots 1 and 2 depicted on the Golf Course Routing and Stream Crossing Plan.
(e) Other proposed uses shown on the Golf Course Routing and Stream Crossing Plan
shall not be considered existing uses and shall be subject to the Tar-Pamlico
Riparian Buffer Rules.
4. Sewer Lines. The parties anticipate that the Developers will need to design a serer
line through the center of the property and for the western portion of the property.
This design will require authorizations under a General 401 Water Quality
Certification (the General Certification is identified as GC3374, effective March 18,
2002) and a Nationwide 404 Permit from the United States Army's Corps of
Engineers (most likely a Nationwide 12 Permit for utility lines). If the sewer line will
impact a buffer zone, then the impact may be authorized pursuant to an allowable use
as anon-electric utility line under the Tar-Pamlico Riparian Buffer Rules pursuant to
1 SA NCAC 2B.0259(4).
5. Remediation Submissions. In regards to tract known as Ballymore Golf Course and
Subdivision tract, depicted in the Golf Course Routing and Stream Crossing Plan,
Ballymore Golf Course, Franklin County, North Carolina dated July 27, 2004 and for
the Violations, the Developers expressly agree to submit the following items to the
DWQ's Assistance and Compliance Oversight Unit, 2321 Crabtree Blvd. Raleigh,
NC 27604-2260, attention Danny Smith, and DWQ's Raleigh Regional Office, 3800
Barrett Drive, Raleigh, NC 27609, attention Ken Schuster:
a. Remediation Plan. Within 30 days of signing this Agreement, the Developers
Page 2 of 7

will submit a stream and wetland remediation plan. The stream and wetland
remediation plan must minimally include the following:
i) A written account of the scope, depths, and amounts of impacts
attributed to sedimentation, excavation and/or earthen fill to all the
wetland areas and stream segments located within the Ballymore Golf
Course and Subdivision tract.
ii) A plan to address each wetland area and stream segment by the
respective severity of impacts and a specific remediation approach.
iii) A clear account of how the remediation efforts will be organized to
affect stream and wetland cleanup in an efficient and meaningful way.
b. Monitorin Plan. Within 30 days of signing this Agreement, the Developers
will submit a monitoring plan. This monitoring plan must contain the
following:
i) A monitoring timeline that begins upon the completion of remediation
plan and continues for three (3) years or, if construction is not
complete, monthly until the construction (land disturbances) within the
tract is completed.
ii) Clear established monitoring stations (stream segments).
iii) Field inspection and written accounts of whether the stream banks
have become unstable, if measures constructed as a part of the stream
remediation efforts have failed or are failing, if riparian restoration
efforts (including plantings at road crossings) are failing or are not
surviving, and measurements of the amounts of sediment that are
deposited on stream floor.
~• Buffer Map. ~x.'ithin 30 days of signing this Agreement, the Developers will
submit a riparian buffer map. Specifically, the map must depict all lots, golf
courses, roads, club houses, the actual footprint of the stream locations and the
location of the riparian zones on both sides of the stream, (The Tar-Pamlico
Riparian Buffer is 50 feet wide and has two zones. Zone 1 is measured from
the top of the stream bank landward for 30 feet and Zone 2, is the outer 20 feet
and is located landward from the outer 30 foot edge of Zone I). The map must
clearly depict the riparian buffer capturing the stream origin location as well
as both sides of cl:e stream. This map represents the stream-side riparian
buffer zones loca~ed on the tract known as the Ballymore Golf Course and
Subdivision tract that are subject to the Tar-Pamlico Riparian Buffer Rules
(15A NCAC 2B.~1259).
d. stormwater Management Plan. Within 60 days of signing this A~>reement, the
Developers will submit a written stormwater management plan. This plan
must include and%or address the following:
i) stormwater controls and installation for all residential areas, roads,
club houses, and recreational areas such that diffiise flow is maintained
through the riparian buffer zone.
ii) Prohibition of point source outlets that convey untreated storniwater to
surface waters in any areas where stormwater infrastructure has not
been constructed as of the date of this agreement (unless specifically
approved by DWQ). As such, the stormwater management plan must
Page 3 of 7

specifically addresses the golf courses and residential areas.
iii) An implementation schedule.
iv) A signed operation and maintenance agreement.
6. Remediation Submission Review. DWQ will review the remediation plan within 21
days of a complete submission.
Remediation Plan Implementation. Within 60 days of receipt of written DWQ
approval of the remediation plan, the Developers will complete the implementation of
remediation plan.
Remediation Completion Report. Within 60 days of the completion of the
remediation efforts, a written report must be provided to DWQ detailing the result of
the restoration efforts.
9. Monitoring-Tri~~ered Repairs or Corrections. If monitoring efforts confirm
continued degradation of the stream (continued impacts due to sedimentation), the
Developers must undertake repairs or corrections immediately (within 20 days of the
observation).
10. Monitoring Reports. For the period specified in paragraph 3(b)(i) above, the
Developers must submit a written report (an account) annually, by June 1 of each
year, to DWQ's Raleigh Regional Office. The report must describe each monthly
inspection result, include digital photographs of each station. it must include the date
of the inspection, anr.'~ describe any repairs or corrections including dates of
completion.
11. Stormwater Mana~eme~.*.Plan Review. DWQ will review the storm~a-ater
management plan within, ;0 days of a complete submission.
12. Stormwater Management Plan Implementation. Implementation of the storm~vater
management plan is required according to the implementation schedule included in
the Stormwater management plan submission and as approved by DV~'Q.
13. Erosion and Sedimentation Control. The Developers agree that during remediation
and site development activities, they will take the following actions:
a. Within 30 days of signing this agreement, the Developers will request
modification of any current or e;cisting erosion and sedimentation
control plans in order to meet current NC Division of Land Resources
(hereinafter "DLR") minimum design standards.
b. The Developers will establish effective vegetative cover for any
disturbed areas within 15 days.
c. The Developers will monitor and maintain a log of activities on each
lot and golf course segment so as to create a clear account of the land
disturbance activity, frequency of disturbance, and efforts to establish
thick vegetative cover and to provide clear documentation that
Page 4 of 7

vegetative cover is established and maintained.
d. The Developers will use erosion and sediment control best
management practices in full compliance with all specifications
governing the proper design, installation, operation and maintenance
of such practices.
e. The Developers tivill comply with the requirements of the
Sedimentation Pollution Control Act (SPCA), including designing,
installing, operating, and maintaining erosion and sediment control
measures in accordance with the most recent version of the North
Carolina Erosion and Sediment Control Manual.
f The Developers will frilly comply with the requirements included in
the National Pollution Discharge Elimination Systems (NPDES)
stormwater permit (NCGO10000) for construction sites.
g. The Developers will not allow any unauthorized waste, spoil, solids, or
fill of any kind to occur in wetlands, waters, streams or riparian areas.
h. The Developers will conduct all construction activities, including the
design, installation, operation, and maintenance of sediment and
erosion control best management practices, such that no violations of
state water quality standards, statutes, or rules occur.
' 14. Notice to Other Parties. The Developers agree to provide a copy of this signed
settlement agreement to all cun-ent owners, trustees, executors or other agents, and
any firture owners of the development and golf courses, trustees, executors or other
agents.
15. Deed Restrictions. Within 120 days of signing this Agreement, the Developers agree
to file deed restrictions prohibiting development in the footprints of all streams, all
riparian buffer zones, wetlands, stormwater facilities, and conservation easements
areas. These areas must be depicted, labeled and recorded so that these areas will
remain protected in perpetuity.
16. Conservation Easements. Within 120 days of signing this Agreement. the
Developers agree to place conservation easements tliat will be maintained in
perpetuity on the features depicted on the map identified as the Golf Course
Routing and Stream Crossing Plan, Ballymore Golf Course, Franklin Countti~,
North Carolina dated July 27, 2004 (excerpts attached hereto as Exhibits A, B,
C, and D). These locations will also be included on the buffer map specified in
paragraph 5(c). The easement areas are generally described as follows
a. A portion of areas cross-hatched in light orange at the northwestern portion of
the property between Lots 480 and 481 and between Lots 481 and 522 as
more specifically depicted on Exhibit A. The conservation easement for these
areas will allow for sloping of the road.
al . Twenty-five feet along each side of the water feature depicted at the
northwestern boundary of the property along Lots 483-487. The conservation
easement for this area will allow for sloping of the road.
Page 5 of 7

b. A portion of the area containing a wetland polygon bounded by Lots 277, 454.
and 455, as more specifically depicted on Exhibit B, if not already covered by
the footprint of required riparian buffers.
c. Fifty feet within the property lines along each side of the water feature shown
at the northeastern boundary of the property along lots numbered 387-403, as
more specifically depicted on Exhibit C, if not already covered by the
footprint of required riparian buffers.
d. An area on the southern side of the water feature depicted at the southwestern
portion of the property and flowing from the NC Highway 96 entrance to Hole
9, as more specifically depicted on Exhibit D, but only extending upstream
from the origin of the stream (the portion downstream from the origin of the
feature will be subject to the Tar-Pamlico Riparian Buffer Rules).
e. The wetland a~zas depicted at the eastern boundary of the property near Mill
Road, after construction is complete and all necessary 404 permits and 401
certifications have been obtained. After completion of construction, the
footprint of the wetland areas shall be placed. in a conservation easement that
allows cutting for the fly-over and thinning of vegetation for aesthetics, but no
further filling.
17. Stipulated Penalties for ~~Iissed Deadlines. In the event the Developers fail to meet
the deadlines fo'r compliance as described above in Paragraphs 1, 5, ?, 8, 9, 10, 12,
13, 15, and 16, the Developers agree to pay to DWQ a stipulated penalty of $1,000.00
per day per missed deadline until the compliance requirements are met. Stipulated
penalties shall not apply to deadlines missed due to weather-related natural disasters
(e.g., hurricanes, floods) that prevent performance by the Developers or DWQ delays.
but only to the extent and for the duration of such weather-related disasters or D~'Q
delays. As such, the Developers must provide written notice to the DWQ (within 24
hours) of an occurrence of aweather-related natural disaster. This notice must
include on-site data ai:d a date must be provided with this notification (that may not
exceed 60 da}'s) of when the deadlines for compliance as described above will be
met.
18. Future Inspections for Compliance with this Agreement. DWQ will conduct follow-
up site visits to determine effectiveness of remediation efforts and compliance with
this Agreement.
l 9. Future Inspections or Enforcement Outside this Agreement. Nothing in this
Agreement shall restrict the right of DWQ or DLR to inspect or take enforcement
action against the Developers, jointly or severally, for any new or subsequent
violations that have not been addressed in this Agreement. Similarly, nothing in this
Agreement shall restrict the right of the Developers, jointly or severally, to contest
such a new or subsequent enforcement action.
20. Collection. The Developers agree that by entering into this Agreement, they waive,
for purposes of collection of any sums due hereunder, any and all defenses to the
stipulated penalty assessments, and that the issue in any action to collect said
Page 6 of 7

penalties will be limited to issues of compliance with this Agreement.
19. Whole Agreement. The parties agree that the consideration for this settlement is the
promises contained herein and that this Agreement contains the whole agreement
between them.
20. Binding Agreement. Phis Agreement shall be binding upon the parties, their
successors and assigns, upon execution by the undersigned, who represent and
warrant that they are authorized to enter into this agreement on behalf of the parties
hereto.
FOR T~~H~/E~~DIVISION OF ~~'ATER QUALITY:
~:~v.
Alan Klimek, Director
Division of ter Quality
Date: ~ D
FOR THE BALLY(M~O-R/E DEVELOPMENT, LLC
C~ ~ C~~
William H. Clark
Date:
FOR THE WHICHARD GROUP
1 ~
Angela ~ . Whichard
Date:
FOR BILL CLARK HOMES OF RALEIGH, LLC
William H. Clark
Date:
Page 7 of 7

C'DE f~u~iori~a~t'oh
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
r
IN REPLY REFER TO May 7, 19 9 8 0 7' 4 6 ~
Regulatory Branch
Action ID No. 199700348 and Nationwide Permit No. 26 (Headwaters
and Isolated Waters)
Mr. Larry Ascue
Lee-Thomas Properties
405 Raleigh Road
Henderson, North Carolina 27536
Dear Mr. Ascue:
Reference your application of March 20, 1998, for Department
of the Army (DA) authorization to impact a total of 1.893 acres
of jurisdictional waters of the United States, including
wetlands, associated with your proposed construction of a golf
course and residential community. Specifically,_ your property is
located south of SR 1127, west of SR 1134, north of NC Highway,
approximately 2 miles west of Franklinton, Franklin County, North
Carolina. The project is located adjacent to, and above the
headwaters of Cedar Creek and several of its unnamed tributaries.
Reference is also made to the telephone conversations between
your agent, Mr. Gerald Pottern with Robert J. Goldstein and
Associates, Incorporated, and Mrs. Jean B. Manuele of my Raleigh
Field Office staff on April 15, 1998. Mr. Pottern was informed
that your proposed project, involving the discharge of fill
material into 0.324 acre of waters of the United States
associated with five road crossings and the permanent clearing of
1.569 acre of jurisdictional wetlands exceeds, as described in
your pre-construction notification received 25 March 1997,-does
not qualify for nationwide permit authorization without some form
of compensatory mitigation. In a subsequent conversation,
Mr. Pottern notified our office that you would be willing to
enhance the remaining 14.857 acres of jurisdictional by
replanting the site with suitable hardwood wetland species and
placing a conservation easement on these areas to preclude
further losses from. development.

For the purposes of the Corps of Engineers' Regulatory
Program, Title 33, Code of Federal Regulations (CFR), Part 330.6,
published in the Federal Register on November 22, 1991, lists
nationwide permits. Authorization was provided, pursuant to
Section 404 of the Clean Water Act, for discharges of dredged or
fill material into headwaters and isolated waders.
Your work is authorized by this nationwide permit provided
your receive a Section 401 water quality certification from the
North Carolina Division of Water Quality, and provided it is
accomplished in strict accordance with your submitted plans, the
enclosed general conditions, and the following Special condition:
Pursuant to Title 33 of the Code of Federal Regulations,
Appendix A to Part 330, Nationwide permit condition 13(d),
a complete, final compensatory wetland mitigation plan,
that will reduce the adverse effects to the minimal level,
must be submitted and approved by this office. No work
may proceed within waters of the United States, including
wetlands, without this approved mitigation plan.
You should contact Mr. John Dorney, telephone ~919j 733-i7~6,
regarding water quality certification. This nationwide permit
does not relieve you of the responsibility to obtain other
required State or local approvals.
This. verification will be valid until the nationwide permit
is modified, reissued or revoked, which will occur prior to
December 13, 1998. It is incumbent upon you to remain informed
of changes to the nationwide permits, which. will be announced by
public notice when they occur. If you commence, or are under
contract to commence, this activity before the date the
nationwide permit is modified or revoked, you will have twelve
months from the date of the modification or revocation to
complete the activity under the present terms and conditions of
this nationwide permit.
2

Questions or comments may be addressed to Mrs. Manuele,
Raleigh Field Office, telephone [phone], Extension 24.
Sincerely,
S. Kenneth Jolly
Manager, Raleigh Regulatory
Field Office
Copies Furnished (without enclosure):
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-035
Mr. Boyce Cheek
Franklin County Planning
and Development
Post Office Box 529
Louisburg, North Carolina 27549
Mr. Gerald B. Pottern, M.Sc.
Robert J. Goldstein &
Associates, Inc.
8480 Garvey Drive
Raleigh, North Carolina 27616-3175
Mr. Jim Cary
341 John Horton Road, #5
Apex, North Carolina 27502
3

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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
J
Action ID . Date : i /~ 3/s3'
Applicant/Owner: ~~,~y /~Ys~.,~ Project/Site: i~~~.~~~~ ~;«,.S
Address : L rz-TL.._,<~ ~ ~~ r,~: rs ~{or R<ce:5c, rc s 7r-3~
Location: s <~F s~?r~17 w ~F s~ ~r3~ ~ m ~ nr~sc
Waterway: Ce~,r~r C,ctK/Ta- R:~e~ County: ~,,.Kir.,
Investigator: R~i,e~F C~xe ~~~ Ger<r ~ ~~Fk•a, State: North Carolina
Do Normal Circumstances exist on the site? Yes No X
Is the site significantly disturbed (Atypical Situation)? Yes X No
Is the area a potential Problem Area? (Explain on reverse) Yes No
Community ID: Transect ID: Wry R~ ~-~ Plot ID:
VEGETATION
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Remarks:
SOILS
Map Unit Name Drainage Class : We`~ ~'4:<,~~r
(Series and Phase) : ~e~:( s~~<~., • [oG.y, Field Observations Confirm
Taxonomy (Subgroup) : T,,,~.~ Ic~..L~PI~~~~f~ Map Type? Yes No
Profile Descri tion:
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2 SAY 7.F~1 c:h{.- ~:'t..a
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Histic E i edon Hi h Or anic Content in Surface Layer in Sandy Soils
Sulfidic Odor Or anic Streakin in Sandy soils
A is Moisture Re ime Listed on Local H dric Soils List
~ Reducin Conditions Listed on National Hydric Soils List
Sheet 1 of 2

~ Gleyed or Low-Chroma Colors ~ I ~ Other (Explain in Remarks)
Remarks. - --1
HYDROLOGY
Recorded Data (Describe in Remarks): Field Observations:
Stream, Lake, or Tide Gauge Depth of Surface Water: (in
)
Aerial Photographs Depth _
to Water in Pit: .
(in.)
Other Depth to Saturated Soil: - (in
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Sediment Deposits Other (Explain in Remarks)
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k Drainage Patterns in Wetlands
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Hydric Soils Present?
wetland Hydrology Present?
Is this Sampling Point Within a Wetland?
Remarks:

Yes ~ No
Yes k No
Yes ~ No
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Sheet 2 of 2

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
~tr~ ~'~o
4~ a.,~ -v.5 / 5
V
Action ID. Date: IZ/2S/S~
Applicant/Owner: Gt!^~ Ays~-e Project/Site: a~~.~-~~ << -~P„f
Address : L e ~ - T(-.~. f ?!:, ~, ~. ~~ yes R.1~: ,..e__.r i(~„a«5... Nc z 7s-~c
Location: f of s~ a27 w vF sRi~a~ iv of ~'c F6
Waterway: e~u~ elegy /~~,. :„ems County: ~~S~Ki.~
Investigator: u-F Cox ~ ~~<« o~ ~!r State: North Carolina
Do Normal Circumstances exist
I
th
i on the site? Yes ^~ No
s
e s
te significantly disturbed
Is the are (Atypical Situation)? Yes ~ No ~

a a potential Problem Area
Community ID: fo~~sr Tran
? (Explain on reverse)
t ID
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.
~_

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Remarks:
SOILS
Map Unit Name
(Series and Phase) : ~e~.°( S~..J,, /~a.~,
Taxonomy (Subgroup) : K..o(:,,:~:~ fl.~,M:~ 7~:~ Y~„~aPl ~ IFS
S3
Drainage Class : w<<~ ~-~'K~~
Field Observations Confirm
Map Type? Yes No
Profile Descri tion•
Depth Matrix Color Mottle Colors Mottle Abun- Texture, Conc.
(inches) Horizon (Mansell Moist) (Mansell Moist) dance/Contrast Structure
Hydric Soil Indicators:
Histosol
Histic E i edon
Sulfidic Odor
A 'c Moisture Re ime
x Reducin Conditions
Gleyed or Low-Chroma Colors
Remarks
Concretions -
Organic Content in Surface Layer in
Strea
Listed on Local
in Sandy Soils
Soils List
Listed on Nztional Hvdric Soils List
other (Explain in Remarks)
Sheet 1 0 ~ 2
dy Soils

ER 98-8792
~ ~',~:'~°~ Received 3/26/98
~ ~ ~~ Due 4/3/98
~ .~-
..,.
'~~.~'
North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain,/Se'c~retary
l'
A LICA
NATIONWIDE PERMIT REVIEW
Gerald B. Pottern
Senior Biologist
Robert J. Goldstein & Associates
8480 Garvey Drive
Raleigh, NC 27616-3175
Division of Archives and History
kffrey J. Crow, Director
~~ ~~~~~~
~, c ~ ~ s./~~s ~
Project Location:
FRANKLIN
Proposed Project: Pocomoke Greens Subdivision & Golf Course, Lee-Thomas
Properties, Larry Ayscue
We have received the application for the above project from the Applicant and
Army Corps of Engineers-Raleigh and our comments are noted below.
Additional information is needed (maps, photographs, other).
'7'No comment.
We have reviewed the requested information and have no comment.
Signed ~-e.~,-
Re ee Gledhill-Earley
Environmental Review Coordinator
Historic Preservation Office
919/733-4763
FAX [phone]
Date ~ ~ J 7%f
~e~~o 2 ~ 3~~~

109 East Jones Street • Raleigh, North Carolina 27601-2807
~~~

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
~ ~ •
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 14, 1998
Franklin County
DWQ Project # 980268
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Mr. Larry Ayscue
Lee-Thomas Properties
405 Raleigh Road
Henderson, NC 27536
Dear Mr. Ayscue:
You have our approval, in accordance with the attached conditions and those listed below, to place fill in
0.324 acres of wetlands and 205 linear feet of perennial waters and cleaz 1.43 acres of wetlands for the purpose of
developing a residential community and golf course at Pocomoke Greens in Franklin County, as you described in
your application dated March 23, 1998 with a revision dated June 16, 1998. After reviewing your application, we
have decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows
you to use Nationwide Permit Number 26 when the Corps of Engineers. issues it. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment
and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. 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 wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance
of the 404 Permit (whichever is later). These restrictions shall also be placed on all land within 30 feet
of Cedar Creek.
2. An additional condition is that a final, written stormwater plan including a wet detention basin must
be approved by DWQ for the stormwater from the clubhouse and pool area before wetland (or stream)
impacts occur.
3. All stormwater from the golf course shall be directed to flow into ponds or through at least 30 feet of
vegetated buffers. No direct discharge of stormwater from the golf course shall be allowed.
4. A 30 foot vegetated buffer shall be preserved between Cedar Creek and the proposed pond as well as
all fairways, greens and buildings.
5. No wetland fill shall be allowed on lots 71, 72, 73, 173, 270, 271 and 289. Deed restrictions to this
purpose shall be recorded on these lots (see condition #1)
6. If water is pumped from Cedar Creek, at no time shall the flow in the stream be less than the 7Q10
value unless stream flow is less than the 7Q10 at the upstream property boundary. In this case, no
pumping will be allowed from the creek.
7. The fairways that will be created in mowed wetlands shall neither have the soil disturbed by
equipment nor filled. Otherwise these impacts will require compensatory wetland mitigation for
riparian wetlands.
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0500, this contribution will
Division of Water Quality Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper

satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 2H
.0506(h), 205 feet of stream restoration will be required. Until the Wetland Restoration Program receives and clears
your check (made payable to: DEHNR -Wetland Restoration Program), wetland or stream fill shall not occur. Mr.
Ron Ferrell should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland
Restoration Program. You have one month from the date of this Certification to make this payment. For
accounting purposes, this Certification authorizes the fill of 205 feet of streams, in 030301 river and subbasin
and 205 feet of stream restoration are required. Please be aware that the wetland Restoration Program
(WRP) rules require rounding of acreage amounts to one-quarter acre increments (15A 2R .0503(b)).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter i50B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-1786.
S' c r y,
~! .
on How , Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
Ron Ferrell;. Wetland Restoration Program
Gerald Pottern; Goldstein and Associates
Todd St. John, DWQ
980268.1tr

~~~~ .~a
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID.: 199700348 County: Franklin
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: The Home Team, Inc. of VA & NC Agent: Mr. Kevin Martin
Address: Attn: Ms. April Renee McCormick Soil & Environmental Consultants
15 Riders Court 244 West Millbrook Road
Franklinton, North Carolina 27525 Raleigh, North Carolina 27609
Mr. Thomas Gulley
2005 Pocomoke Road
Franklinton, North Carolina 27525
Telephone Number: [phone] or [phone] [phone]
Size and Location of project (waterway, road name/number, town, etc.): 746 acre tract
located on the south side of SR 1127, west of SR 1134, north of NC Highway 96, approximately
2 miles west of Franklinton, North Carolina. The property is located adjacent to, and above the
headwaters of Cedar Creek and several of its unnamed tributaries.
Description of Activity: Mechanized landclearing, excavation and filling of 0.25 acre of
jurisdictional wetlands and 1491inear feet of stream channel associated with the development of
a residential and golf course subdivision. Project will also impact 2.34 acres of previously cut
timber for golf course construction. Remaining unimpacted wetlands on the property will be
replanted to compensate for unavoidable impacts as well as the placement of buffers along
streams where fairway or road construction doesn't preclude implementation.
X Section 404 (Clean Water Act, 33 USC 1344) only. .
Section 10 (River and Harbor Act of 1899) only. .
Section 404 and Section 10.
26 Nationwide Permit
Any violation of the conditions of the Regional General or Nationwide Permit referenced above
may subject the permittee to a stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional GeneraUNationwide Permit verification does not relieve
the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies
before beginning work.
Regulatory Project Manager Signatur _ _ _ ~ ,~
Date 13 December 1999 Expiration Date 14 April 2000
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID.: 199700348 Countv: Franklin
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: The Home Team, Inc. of VA & NC Agent: Mr. Kevin Martin
Address: Attn: Ms. April Renee McCormick Soil & Environmental Consultants
15 Riders Court 244 West Millbrook Road
Franklinton, North Carolina 27525 Raleigh, North Carolina 27609
Mr. Thomas Gulley
2005 Pocomoke Road
Franklinton, North Carolina 27525
Telephone Number: [phone] or [phone] [phone]
Size and Location of project (waterway, road name/number, town, etc.): 746 acre tract
located on the south side of SR 1127, west of SR 1134, north of NC Highway 96, approximately
2 miles west of Franklinton, North Carolina. The property is located adjacent to, and above the
headwaters of Cedar Creek and several of its unnamed tributaries.
Description of Activity: Mechanized landclearing, excavation and filling of 0.25 acre of
jurisdictional wetlands and 149 linear feet of stream channel associated with the development of
a residential and golf course subdivision. Project will also impact 2.34 acres of previously cut
timber for golf course construction. Remaining unimpacted wetlands on the property will be
replanted to compensate for unavoidable impacts as well as the placement of buffers along
streams where fairway or road construction doesn't preclude implementation.
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
26 Nationwide Permit
Any violation of the conditions of the Regional General or Nationwide Permit referenced above
may subject the permittee to a stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional General/Nationwide Permit verification does not relieve
the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies
before beginning work.
Regulatory Project Manager Signatures -3 -...,'` ~ .. ~ C ~:
Date 13 December 1999 Expiration Date 14 April 2000
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

NATIONWIDE PERMIT #26. HEADWATERS AND ISOLATED WATERS. Authorizes discharges
of dredged or fill material into headwaters and isolated waters provided that
the activity meets all of the following criteria:
a. The discharge does not cause the loss of more than three (3) acres
of waters of the United States nor cause the loss of waters of the United
States for a distance greater than 500 linear feet of a stream bed;
b. For discharges causing the loss of greater than 1/3 acre of waters
of the United States, the permittee notifies the District Engineer in
accordance with the "Notification" general condition;
c. For discharges causing a loss of 1/3 acre or less of waters of the
United States, the permittee must submit a report within thirty (30) days of
completion of the work, containing the following information:
(1) Name, address and telephone number of the permittee;
(2) Location of work;
(3) Description of work; and
(4) Type-and acreage (or square feet) of the loss of waters of the
United States (e.g., 1/10 acre of marsh and 50 square feet of a stream);
d. For discharges in special aquatic sites, including wetlands, the
notification must also include a delineation of all affected special aquatic
sites, including wetlands; and
e. The discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
Note: Whenever any other nationwide permit(NWP) is used in conjunction with
this NWP, the total acreage of impacts to waters of the United States of all
NWPs combined cannot exceed three (3) acres.
NATIONWIDE PERMIT CONDITIONS
1. Navigation. No activity may cause more than a minimal adverse
effect on navigation.
2. Proper maintenance. Any structure or fill authorized shall be
properly maintained, including maintenance to ensure public safety.
3. Erosion and siltation controls. Appropriate erosion and siltation
controls must be used and maintained in effective operating condition during
construction, and all exposed soil and other fills, as well as any work below
the ordinary high water mark or high tide line, must be permanently stabilized
at the earliest practicable date.
4. Aquatic life movements. No activity may substantially disrupt the
movement of those species of aquatic life indigenous to the water body,
including those species which normally migrate through the area, unless the
activity's primary purpose is to impound water.
5. Equipment. Heavy equipment working in wetlands must be placed on
mats, or other measures must be taken to minimize soil disturbance.

12. Historic properties. No activity which may affect historic
properties listed, or eligible for listing, in the National Register of
Historic Places is authorized, until the District Engineer has complied with
the provisions of 33 CFR 325, Appendix C. The prospective permittee must be
notify the District Engineer if the authorized activity may affect any
historic properties listed, determined to be eligible, or which the
prospective permittee has reason to believe may be eligible for listing on the
National Register of Historic Places, and shall not begin the activity until
notified by the District Engineer that the requirements of the National
Historic Preservation Act have been satisfied and that the activity is
authorized. Information on the location and existence of historic resources
can be obtained from the State Historic Preservation Office and the National
Register of Historic Places (see 33 CFR 330.4(g)).
13. Notification (for discharges causing the loss of greater than 1/3
acre and less than 3 acres of waters of the United States.
a. Timing. Where required by the terms of the NWP, the
prospective permittee must notify the District Engineer with a Pre-
Construction Notification (PCN) as early as possible and shall not begin the
activity:
(1) Until notified by the District Engineer that the activity
may proceed under the NWP with any special conditions imposed by the District
or Division Engineer; or
(2) If notified by the District or Division Engineer that an
individual permit is required; or
(3) Unless 45 days have passed from the District Engineer's
receipt of the notification and the prospective permittee has not received
notice from the District or Division Engineer. Subsequently, the permittee's
right to proceed under the NWP may be modified, suspended, or revoked only in
accordance with the procedure set forth in 33 CFR 330.5(d)(2).
b. Contents of notification. The notification must be in writing
and include the following information:
(1) Name, address and telephone numbers of the prospective
permittee;
(2) Location of the proposed project;
(3) Brief description of the proposed project; the project's
purpose; direct and indirect adverse environmental effects the project would
cause; and other NWP(s), regional general permit(s) or individual permit(s)
used or intended to be used to authorize any part of the proposed project or
any related activity; and
3

The agencies will than have 5 calendar days from the date the material is
transmitted to telephone or fax the District Engineer notice that they intend
to provide substantive, site-specific comments. If so contacted by an agency,
the District Engineer will wait an additional 16 calendar days before making a
decision on the notification. The District Engineer will fully consider
agency comments received within the specified time frame, but will provide no
response to the resource agency. The District Engineer will indicate in the
administrative record associated with each notification that the resource
agencies' concerns were considered. Applicants are encouraged to provide the
Corps multiple copies of notifications to expedite agency notifications.
(2) Optional Agency Coordination, 401 Denial. For NWP 26
only, where the State has denied its 401 water quality certification for
activities with less that 1 acre of wetland impact, the EPA regional
administrator may request agency coordination of PCNs between 1/3 and 1 acre.
The request may only include acreage limitations within the 1/3 to 1 acre
range for which the State has denied water quality certification. In cases
where the EPA has requested coordination of projects as described here, the
Corps will forward the PCN to EPA only. The PCN will then be forwarded to the
Fish and Wildlife Service and the National Marine Fisheries Service by EPA
under agreements among those agencies. Any agency receiving the PCN will be
bound by the EPA time frames for providing comments to the Corps.
f. Wetlands Delineations. Wetland delineations must be prepared
in accordance with the current method required by the Corps. The permittee
may ask the Corps to delineate the special aquatic site. There may be some
delay if the Corps does the delineation. Furthermore, the 45-day period will
not start until the wetland delineation has been completed and submitted to
the Corps, where appropriate.
g. Mitigation. Factors that the District Engineer will consider
when determining the acceptability of appropriate and practicable mitigation
include, but are not limited to:
(1) To be practicable, the mitigation must be available and
capable of being done considering costs, existing technology and logistics in
light of the overall project purposes; and
(2) To the extent appropriate, permittees should consider
mitigation banking and other forms of mitigation including contributions to
wetland trust funds, inlieu fees to organizations such as The Nature
Conservancy, State or county natural resource management agencies, where such
fees contribute. to the restoration, creation, replacement, enhancement or
preservation of wetlands. Furthermore, examples of mitigation that may be
appropriate and practicable include but are not limited to: reducing the size
of the project; establishing wetland or upland buffer zones to protect aquatic
resource values; and replacing the loss of aquatic resource values by
creating, restoring and enhancing similar functions and values. In addition,
mitigation must address wetland impacts, such as functions and values, and
cannot be simply used to offset the acreage of wetland losses that would occur
in order to meet the acreage limits of some of the NWPs (e.g., for NWP 26, 5
acres of wetlands cannot be created to change a 6-acre loss of wetlands to a 1
acre loss; however, 2 created acres can be used to reduce the impacts of a 3-
acre loss.).
5

SECTION 404 ONLY CONDITIONS
In addition to the General Conditions, the following conditions apply
only to activities that involve the discharge of dredged or fill material in
waters of the United States, and must be followed in~order for authorization
by the NWPs to be valid:
1. Water supply intakes. No discharge of dredged or fill material may
occur in the proximity of a public water supply intake except where the
discharge is for the repair of the public water supply intake structure or
adjacent bank stabilization.
2. Shellfish production. No discharge of dredged or fill material may
occur in areas of concentrated shellfish production, unless the discharge is
directly related to a shellfish harvesting activity authorized by NWP 4.
3. Suitable material. No discharge of dredged or fill material may
consist of unsuitable material (e.g., trash, debris, car bodies, asphalt,
etc.,) and material discharges must be free from toxic pollutants in toxic
amounts (see Section 307 of the Clean Water Act).
4. Mitigation. Discharges of dredged or fill material into waters of
the United States must be minimized or avoided to the maximum extent
practicable at the project site (i.e., on-site), unless the District Engineer
approves a compensation plan that the District Engineer determines is more
beneficial to the environment than on-site minimization or avoidance measures.
5. Spawning areas. Discharges in spawning areas during spawning
seasons must be avoided to the maximum extent practicable.
6. Obstructions to high flows. To the maximum extent practicable,
discharges must not permanently restrict or impede the passage of normal or
expected high flows or cause the relocation of the water (unless the primary
purpose of the fill is to impound waters).
7. Adverse effects from impoundments. If the discharge creates as
impoundment of water, adverse effects on the aquatic system caused by the
accelerated passage of water and/or the restriction of its flow shall be
minimized to the maximum extent possible.
8. Waterfowl breeding areas. Discharges into breeding areas for
migratory waterfowl must be avoided to the maximum extent practicable.
9. Removal of temporary fills. Any temporary fills must be removed in
their entirety and the affected areas returned to their preexisting elevation.
7

5. Prior to use of any NWP for construction of animal waste facilities
in waters and/or wetlands of North Carolina, proponents must notify the
Wilmington District Engineer and furnish a written statement of compliance
with all of the conditions of the applicable NWP. Notification will include
the location of work; a description of work; a delineation of wetlands; a
discussion of alternatives to the work and why alternatives were not selected;
and, a plan to provide compensatory mitigation for all unavoidable adverse
impacts to wetlands or waters as may be required by the applicable NWP. Work
may proceed only after the permittee has received written, telephonic, or
faxed approval from the authorized representative of the District Engineer to
proceed. Normally such notice to proceed will be furnished within 30 calendar
days of receipt of the above information.
NOTE: The total area of wetlands impacted, including wetlands drained by
upland perimeter ditches or by other means, will be considered as cumulative
impacts in making a decision to assert discretionary authority under any NWP.
6. Prior to the use of any NWP in mountain trout waters within twenty-
five (25) designated counties of North Carolina, proponents must notify the
Wilmington District Engineer and furnish a written statement of compliance
with all of the conditions of the applicable NWP. Notification will include a
letter of comments and recommendations from North Carolina Wildlife Resources
Commission (NCWRC); the location of work; a delineation of wetlands; a
discussion of alternatives to working in the mountain trout waters and why
alternatives were not selected; and a plan to provide compensatory mitigation
for all unavoidable adverse impacts to the mountain trout waters. Work may
proceed only after the permittee has received written, telephonic, or faxed
approval from the authorized representative of the District to proceed.
Normally such notice to proceed will be furnished within 30 calender days of
receipt of the above information.
a. The twenty-five (25) designated counties are:
Alleghany Ashe Avery
Buncombe Burke Caldwell
Cherokee Clay Graham
Haywood Henderson Jackson
Macon Madison McDowell
Mitchell Polk Rutherford
Stokes Surry Swain
Transylvania Watauga Wilkes
Yancy
b. To obtain the required letter of approval from the North Carolina
Wildlife Resources Commission (NCWRC), a proponent should contact:
North Carolina Wildlife Resources Commission
Habitat Conservation Program Manager
512 North Salisbury Street
Raleigh, NC 27611
Telephone [phone]
8. Proponents must notify the Wilmington District Engineer and receive
written approval prior to performing work that would impact more than 150
linear feet of a stream. Notification will include the location of work, a
description of work, a discussion of alternatives to working in the stream and
why alternatives were not selected, and a plan to mitigate for all unavoidable
adverse impacts to more than 150 linear feet of the stream.
NOTE: Flooding of a free-flowing stream by an activity requiring
authorization under this NWP will be considered an adverse impact along with
filling and excavation for the purposes of determining impacts on stream.
9

Permit Number: 199700348, Nationwide Permit Number 26
Name of Permittee: The Home Team, Inc. of VA & NC & Thomas Gulley
Project Manager: Jean B. Manuele
Issuance: 13 December 1999
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
RALEIGH REGULATORY FIELD OFFICE
6508 FALLS OF NEUSE ROAD, SUITE 120
RALEIGH, NORTH CAROLINA 27615
Please note that your permitted activity is subject to a compliance inspection by an U.S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee

Soil & Environmental Consultants, Inc.
244 West Millbrook Road Raleigh, North Carolina 27609 Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
17 December 1999
Ms. Jean Manuele
U.S. Army Corps of Engineers
Raleigh Regulatory Office
6508 Falls of the Neuse Road
Raleigh, North Carolina 27615
Re: Action ID No. 199700348 -Nationwide Permit 26 -Revision of Previously Permitted Pocomoke
Property Site Plan, S&EC Project No. 99-4934.
Dear Jean,
The originally permitted plan for the Pocomoke Property has been revised resulting in the reduction of total
wetland impacts on-site. Road crossings have been reduced to 9 individual crossings. The wetland impacts
have been reduced from the previously permitted 14,325 square feet (0.328-acre) to 10,900 square feet
(0.250). Wetland clearing for the proposed golf course has been reduced from 4.05 acres to 2.34 acres.
Proposed channel impacts remain at 149 linear feet.
I appreciate you attention in this matter.
Sincerely,
Soil & Environmental Consultants
~~
Peter A. Jelenev
Biologist
Enclosures: Revised Site Plan
Wetland Delineation/Permitting/Mitigation SoiUSite Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Branch Office: 25 North College Avenue Newton, NC 28658 Phone: [phone] Fax: [phone]

10 December 1999
Ms. Jean Manuele
U.S. Army Corps of Engineers
Raleigh Regulatory Office
6508 Falls of the Neuse Road
Raleigh, North Carolina 27615
Raleigh, North Carolina 27609 Phone: [phone]
Web Page: www.SandEC.com
Re: Action ID No. 199700348 -Nationwide Permit 26 -Pocomoke Property, S&EC Project No. 99-
4934.
Dear Jean,
Soil & Environmental Consultants (S&EC) is submitting on behalf of The Home Team, Inc. and Mr.
Thomas Gully a notification for a proposed impacts resulting from the development of a golf course and
residential community. The project site includes a total of 746 acres, specifically located adjacent and to
the south of Pocomoke Road (SR 1127), north of N.C. Hwy 96, west and adjacent to Long Mill (SR 1134).
This project site is located approximately 2 west of Franklinton, Franklin County, North Carolina. This
project site is located above the headwaters point of Cedar Creek.
The previously permitted project site consisted of 541 acres, however an additiona1205 acres (Gully Tract)
has been added to the project site resulting in a total of 746 acres. The 541-acre parcel was clear-cut a few
years ago, resulting in a regenerating shrub/scrub hardwood forest. The 205-acre parcel is presently being
used to grow row crops (approximately 50 acres) and the remaining portion of this parcel is forested.
The Pocomoke site was traversed on foot by S&EC on 14, 15, 21, and 27 of October and 11 November
1999 for the purpose of identifying and delineating wetlands and surface waters. Goldstein and Associates,
Inc. originally completed the delineation within the 541-acre tract. Wetland areas subject to potential
impacts based on the revised site plan were field confirmed by S&EC. Areas delineated outside of the
immediate general vacinity of the proposed impact zones were not a primary objective. During the course
of the field reconnaissance, wetland impact areas identified in the field were flagged and subsequently
located with a Trimble GPS unit. S&EC will eventually delineate the entire 571-acre tract and the flagging
will subsequently be surveyed. The Gulley property (205 acres) was field delineated and the flags were
located utilizing a GPS unit, the flagging will be surveyed also.
The previously permitted impacts were confined to the 571-acre. Permitted impacts were limited to placing
fill in 0.324 acres of wetland, 205 linear feet of stream, and clearing 1.43 acres of wetland. The original
issued permit required preservation of the remaining 14.857 acres of wetlands. The purposed impacts have
changed due to the modification of the site plan and the addition of the Gulley tract. The current site plan
will consist of 13 road crossings, and the clearing of 4.05 acres of wetland. In order to minimize and avoid
potential impacts, arch culverts will be utilized at 7 of the proposed road crossings (See attached Impact
Map). Impacts are proposed to occur at the remaining 6 road crossings for a total of 14,325 square feet
(0.328-acre) of wetland impact and 149 linear feet of stream impact. These totals are below existing impact
thresholds and below notification thresholds.
Although compensatory mitigation is not required for wetland clearing, the client is proposing to preserve a
30 foot buffer along Cedar Creek, excluding fairway or road crossing areas as originally required in the 401
certificate issued by DWQ. In addition, the client will replant and preserve specific clear-cut wetland areas
Wetland Delineation/Permitting/Mitigation SoiVSite Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Environmental Consultants,
Branch Office: 25 North College Avenue Newton, NC 28658 Phone: [phone] Fax: [phone]

within the 571-acre parcel. Wetland segments delineated and located within the Gulley tract will also be
preserved where not proposed to be cleared for the golf coarse fairways or road crossings. Total
preservation and enhancement of the existing wetland acres on-site will not be tallied until a detail
delineation of the 571-acre tract is completed by S&EC. This precaution is being taken because of the
inconsistencies observed between flags in the field when compared to the original wetland survey dated 4
Apri11998.
To conclude, S&EC is submitting this notification as a professional courtesy. Impact totals have been
modified based on the original plan partly due to the additional acreage. Wetland impacts will be 0.328
acres and stream impacts have been reduced from 205 to 149 linear feet. Clearing limits have increase
from 1.893 to 4.05 but this is attributed to the additional 205-acre Gulley Tract. Clearing of wetlands
without grubbing/stumping are not considered impacts by the COE and therefore do not require permitting.
S&EC is notifying you of our client's intentions as a professional courtesy. Please call me at your
convenience at 919/846-5900 for any questions.
Sincerely,
Soil & Environmental Consultants
~~
Peter A. Jelen sky
Biologist
Enclosures: Wetland Impact Map
USGS Figure

Sent By: Server;
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+tICHnEL F. EnSLEI'
.1TrORC:EY GE.\ERnL
~~
~ r - ~'~
3 - ~~
~ •..
State of North Carolina
Department of.rustice
f'. C). ti0~ G3 y
R.~ LEIGH
2 7f~C13.O(i?A
October 16.3000
Via Fax and Mai 1
Steve Mitchell
Ralei~lz Regional Offce
Division of Water Quality
1638 Mail Service Center
Raleigh, NC 27699-1628
Fax: (919) X71-4718
Re: Statutory Vested Rights in St. Andrews Development
Dear Steve:
kcpl~ to•
A•tah 1'rnu~ 'rhuutpsun
I:n~ ir~•+uttcntal {lit t.nw
Icl• tyl~)t 71G•hbUU
Fug 14191?1t.-h5o(,
ntlhuntp"rr+nail ju»talc n: u.
I have reviev~•ed the materials requesting a determination on the a •istence of vested rights
in the project commonly known as St. Andrews Development.' Althou_tl the vested ri_hts
concept is generally Iirnited to zoning ordinances. it ma}' be extended to ther dt:velopment
re,ulations such as State-promulgated rules such as the Neuse Ri~•er or T r-Psmlico Buffer
Rules. See 1998 N.C. Secs. Lav+,•s 321. In my opinion. vested rights exis in thz St. Andreti s
Development because the materials submitted appear to meet the comino lava rested ri~_lits
criteria which I have set out below for your convenience: `
(1) Substantial expenditures or contractual obligations incic
incurred prior to the chance in the law;
(2) Expenditures or obligations incurred in ;god faith: •
(~} Expenditures or obligations made in reasonable reliance
permits or approvals; and,
(4) Detriment as a result of the amendment to the la~~.
to the project
governmental
13ro?Wing-Ferris Lzdustries >>. Guilford Cowsty Board uf.Adjustment, ] 26 t.C. App. 168. •~84
S.E._d 41 1 (1997). A legislative Act cammonl} l;no~°n as HB 140? addr ssed common la~•
~ This is an advisory letter. It has not been reviewed and approved in accordance a it procedures for i;auin~_ an
Attorne}• General's Opinion. -
~,r~

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~4r. Steve Mitchell
October 16, 2000
Page 2 .-
~~ested ri~,hts in State-promulgated rules by stating that the Neuse River uffer Rules would not
apply to "development with vested rights reca~nized or established unde the common law" prior
to the date the rules became effective if the Commission issued a 401 W er Quality Certification
prior to that date. 1998 N.C. Sess. Laws 221, Scction 1.7. The same ana ysis may apply to the
Tar-Pamlico Buffer Rules. An exception to the requirement that `expend tares must be made in
reliance on valid governmental approval' may be aliou~ed when no such pproval was required.
h: re Campsites Unlimited, Inc., 287 N.C. 493, 21~ S.E.2d 7; (1970.
The St. Andrev<~s Development materials included the following items:
• 7/27/00 cover memo from Soil & Environmental Consult ts, Inc. (`'S&EC") to
Steve Mitchell of DWQ requesting buffer applicability to he site with enclosures:
• 12/13/99 U.S. Army Corps of Engineers ("Corps") eneral Permit
Verification for Section 404 of the Clean Water A t and Nationwide
Permit 26 indicating .25 acre of wetland impact an 149 feet of stream
impact,
• 12/I 7/99 letter from S&EC to Corps explainin<~ th reduction o#' ~~•etland
impacts,
• 12/101991etter from S&EC to Corps :tivin~ notice (proposed impacts
resulting from the development of the golf course nd residential
community planned for the site (.328 acres of wet! d impact and 149
linear feet of stream impact),
• Overview map of St. Andrews Village w/ Crossing and Clearing
Summaries,
• Detail maps of St. Andrews Village (Sheets l-9}
• 9120/00 letter from S&:EC to Mary Penny Thompson speci ~ ing how the
development meets the four-pronged test for comrrion law ested rights with onz
enclosure:
• 12/13:99 Nationwide 26 Permit for .2~ acres o#;w•e land till and 1=19 linear
feet of stream channel for road construction,
• l Oi 16!00 fax from Renee McCormick to Mary Penny Tho pson specifying the
costs expended to date for Ballymore Plantation (formerly St. Andrews Village)
It appears that the St. Andrews Development meets the rec~uireme is for common lave
~~ested rights. First, according to the submitted budget. the developer ma a substantial
expenditures, slightly more than 5310,000 which reflects almost a quarter of the projected budget
for the project. Second, the developer acted in good faith as it received a proval for the wetland
and stream fill from the Corps prior to the Tar-Pamlico Buffer Rules saki =effect. Third. the
developer relied on governmental permissions as he was exempt from the 401 Water Quality
Certification at the time of development since he did not impact over 1 ~0 eet of stream and
received a Nationwide 26 Permit from the Corps for the stream crossings d impacts. As
0

Sent ~y: server;
i
i
i
i
i
i
Mr. Steve Mitchell
October ] 6, ?000
Page 3
676 6265;
Jun-16-04 17:06;
Page 4/4
indicated abo~~e, an exemption acts similaz to the actual _,overnmental p nnit in ti~t~rminin,, the
existence of vested rights. Fourth and finally; the developer will suffer detriment as he ~;~ill
lose a substantial percentage of the proposed developed area consisting f home sites and golf
course fainva;•s if the Tar-Pantiico Buffer Rules arc imposed in their ent rely. Since the
developer appears to meet all four criteria of common law vested rights, would advise you to
act accordingly and not impose the requirements of the Tar-Pamlico Bu er Rules on the St.
Andrews Development.
If you have any questions or need anything further, please do not hesitate to contact me
With best wishes, I am i
Very truly yours,
~~
Mary envy Thompson
Assistant Attorney General
cc: Renee McCormick, President; Ho1vtE TEAti1. I!vC.
EP: ~3997iw•p6.1

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DEC-24-2600 11 :C9o 1=1M A8'chl~lrlTHIE
y 19 :44 '~i$2o
P. 01
NGRt'H DlLPARTM
lN
s
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QL
A
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NT O!
ENYlRONM1<NT Ml N~-T1112AL REtrou~cst:~
liAt.[rah R[auONlt{. CerFIC[
DMSION OF LAND RESOURCES
Decanlaar f:, 2004
LE?TEK OF AFPROYAL
The Hone I'ts>~ 1ryc.
is Ridgy a.
Frsnklirttoq NC Z752S
~177N: ]vis_ April Renee McCotraielc
RE: Prajed Name: Eallcymo Plant. Golf/Pzunp Sta.
County: Ftaeslclinl .
' $!!brlllt~Dd by. Priest, & A.36C+C.
' Dace Recttve~d: i 1-21-2
nark Pr+ooessing t : i I-21-2040
Watersbod: Tar-Pam l l 3.83-0 l
New Subntiital t) (x )
Dear Ms. McCocvaick:
'~lis o$1oe hot rtvecwcd the sulilect Erociotl aad Scdi1 lion Coatml Plan. We
find the plan w be acxeptable aad hereby attar; this letter of appr . tf any std,
pex'fOraf~tfaC I+esttlradoas, or tcoolreuund~-tions anc alpglicablq s ' s: eaclosed atnd is
incorporated as s part of this kt+.er of appmvnl_ '1l~c fnelQSCd Cott ficat>e of Approval
sblsuld be poe0ad sx thtlob sifle. In aadititae, it s6auld be isotod this plan appt+c~va] sbaJl
expire throe (3) years. fotbwing the data of approrat. efno rbing activity ha4 bzen
audaislcas, its accordance wish Titk 1 SA, Norris Carvlinx Adtnini .~ Cock (NCACI
48,0029.
ff aay modifirativns euie naR iltcarporalod ilr6o tht pL~in an8 in ti~e'fiold,
the site will be in violation of the Sodimeaca-t~ion Puilutiols Control ct of 1973 (North
Cardiaa C:elsersl Statute (NCCrS), i 13A-61.1).
1 SA NCi0.C 4B.40I s(a) squires that a cop}' of tha ~P
}ab site. Also, this Idlrt gives she rsodoe required by NCGS 21:
right to perfnrm p13,odic inspections to ensure cornplianca with
North Carolina's sadia>w~tion pollution caatrol progruo
nquiti~og prvDection of the natural resoumos and adjoining pripe:ti
this project it a det~rlirled that the P.rasion and Sedimeatsiiln Ca
meet the requirea>cxrta of the Sodies>eamtion Polllrlian Camdrd Ad ~
through t;6), this office eery roquirv revisions is the plan and its im
oatnpliaace with the Aet
MMUM~ Aq/.><~f. 1atP M~11~ issv.et CenTaA. A
LOG1tT(01G1 >t~00 aAa RRT~
AM Rgt1~t. OflORTLwITT f ar.tRHI.11V[ AC?1ow RMRwfR - W'!L
plan be on filc at thle
. l (a) CaticSCrnittg our
P~ l?~
i perfatmaaee oriented,
s. if u aoy.titae during
trd Plat! is madeduate m
P 19'13 (1gCf3S 113A-S l
-laa~tatian to ensitrc
rasa, nelt»1 eaaxlww 17~R1-t qi
1L, RV{TR l03, RALt1a M. NC 17tOa
f1A-f71r70o ~allttf.f71•s7t•
irCltY(i O~ -O><1~C.131~aYf [A <+AT[R

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676 6265;
DEC-24-200 11 :9E. flM flBEFCNflTHIE
J~13. M
December 5, 2000
Page Z . _
. ,

~.
~~.
Jun-16-04 17:12;
919 X44 'So::6
Page 3/4
~. ~~
AcoegtaaCe aad eppr+pval of this plan is cohditiotued upon Your ~' wild appli+cab~e federal
and flea wadEer quality laws, trgulstioos aed tales, T13is eot:ld iach:de tl5c Divi ' of Waea Qaaliiy
utydcr ~ or other tgeeific water duality standards, and the U.S. /lrmy orpa of Engiatus aodcr
Article 404 jurisdicties_ Our approval does not supersede any atlxr requited or appcuval.
Sa+ce this project diat:ube five or ta~c acres, on such xpQtoval ielasct the stoanwatcr that vrill
diachargro from yora project 'Kris nmotf is pavri~id pursuant to the National llutaat Disaltar~,e
Ebawloiiaa $ystQm (NPDES) adrtzinistsrod in North Carolitk by the Divtel+n W aier Quziity (DWG.
Artadred is the Crcaeral Storrnrvator NPDES PwmiR, N.C'Ci010000, as rcviged J 1, I9S3, covering your
ediriiy. You are rapoosibk Sot eamplyic~g with the Catacral Permit and are subject to
csrfbtresne.~ by DWQ for any violations of the Gaoeral Wit.
Fkee aata that this approval 3s based is part on tlse aavrscy of the ' provided
oopouriog SDancial rcaponarbility. Yew arc roquattd ~ iUc an utterxicd F' Rapens~ility Forth if
any Chaeg+ee bs~comc noccssary. Ia addition, it would be hslpflil if yae wotdd .~ thia of6CO whoa the
proposed land-du4ubieg activay cgvoted by this plea is initiated.
Your ooaperation is apprtxaatad and Nr look fvcward to wvrlcittQ with y oa thia prr~ject.. [f there
sre any please do nd Desrtate to carrtact this a~ioo.
,. .. .. SirraelY.
11..H
oar Mr. Daa Burud
Mr. Kea Scluf9toc, P.E.

L.,,... -' ~ ~~~
,..._..~., ...n...,, ...,
~~
Land Qwstity Se~'tion
Raleigh Raaiooal Offer

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•--'- F' . tb 3
919 Sao 82b
pEG-24-206© 11 :E3i AM ABEFCfyATHIE

. Land Quality SediOCs
Rslatgh ROg~Onal l3fF~
Depart~eeffi of F~+ironttiaai aad Natural lLpo1-n:oa
1628 Mail Suviae Cmtcr
Rileigty North Casalia~t 27699-1628
t
~~r~
~~~
~„ oo.~+wxr of
pwMOMr~n Nw+r~•~ ~
PLAN REVIfiW COMMENTS
i.
~'
i
project Name:r°~-"~ y ~* „LC~L mn 5ia_ Date Rtcavod'_
C~ty;~r~~, Date Processing
Wazrrshed: Tar P 1/0't-03-0 Rerriewed By=.~
New Submittal () Revised (x) APP~Od tx)
t)
Reasoins for Disapproval() Mediftcatlons(x) Perfoc a~~ Reservations( )
Based on the ~ de1a. ~ strewn dossing depicted on Sheet 2 of t Iron Yew Drive Pump
Sta. Plan must be reshaptd. tv conform to the rxistii-g u-rnours upcm mpletiat of the pipeline
~ ~ mss ~ atabc~ized wit~1 st least the type of atone sped8 for the temgotary str~artt
crowing.
C~cal Cgmau~ts/lt,~co~eadations;
'Chan)r paw for sow cooperation.

\0~O~ VV ^'rRQG
~ ~
O ~
John Toomey
Managing Partner, Eclipse Properties, LLC
2308 Sunnystone Way
Raleigh, NC, 27613
Dear Mr. Toomey:
February 14, 2002
Franklin County
Reference is made to your correspondence dated November 29, 2001, in which you notified the Division of Water
Quality (UWQ) of the change in ownership fora 746-acre parcel in Franklin County. 'The U.S. Army Corps of Engineers
issued Nationwide Permit 26 to impact 149 linear feet of streams and 0.25 acre of wetlands at this site on December 13,
1999 (Action ID 199700348). A review of our files shows that written approval of a 401 Water Quality Certification was not
requested for this site at that time; however, General Certification 3108 (copy attached) still applied to the proposed work,
and we assume you did not submit an application to DWQ since the impacts were below the thresholds for written
concurrence. We understand that of the 746-acre parcel originally included in the Nationwide Permit 26/General
Certification 3108, 344.71 acres now belong to Eclipse Properties, 195.92 acres now belong to The Home Team, and
205.37 acres now belong to Mr. Thomas Gulley. .
Thank you for apprising us of this change in ownership. We are uncertain as to the locations of the impacted streams
and wetlands on the original 746-acre property. Please note that the standard conditions of General Certification 3108 still
apply to the work included in the December 13, 1999, 404 Permit, no matter which portion of the original property on which
they occurred. All owners of this divided property are thereby responsible for complying with conditions of General
Certification 3108. You should also note that the referenced impacts on the 746-acre parcel will be counted toward
cumulative impacts for any portion of any of the three newly divided properties. If total wetland fills or stream impacts for
projects on any of these three properties exceed one acre or 150 linear feet, respectively, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h).
Again, thank you for contacting us. Please do not hesitate to contact us if you wish to discuss development plans for
any of the properties included in this exchange in ownership. If you have any questions, please contact me at 919-733-9646
or Cyndi Karoly at 919-733-9721.
Sincerely,
,'.
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Joh Dorney
s
Attachment
cc:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Y
/t ~~
Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWO Regional Office
Central Files
Cyndi Karoly
April Renee McCormick, The Home Team, 15 Riders Court, Franklinton, NC, 27525
Tommy Craven, Priest, Craven & Assoc., 3803-B Computer Drive, Suite 104, Raleigh, NC, 27609
Kevin Martin, 11010 Raven Ridge Road, Raleigh, NC, 27614
011833
North Carolina 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)
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ICE
8700 Waynick Drive
s ~ Raleigh, NC 27617
TeUFax:[phone]
NGINEERING ~ 7 ~ 4 ~ 4 e-mail: [e-mail]
SUMMARY OF DESIGN CALCULATIONS FOR STAND ALONE LEVEL SPREADERS
OLDS LIBERTY GOLF AND CC, FRANKLIN COUNTY, NC
Attached are 21 pages of completed standard DWQ level spreader design worksheets and corresponding
photos for 10 stand-alone level spreader structures at the Olde Liberty Golf and Country Club
development. Calculations for sizing the level spreaders and associated outlet pipes are presented in a
table on the plan sheet entitled "Level Spreaders, Details and Calculations". Each level spreader system
is equipped with a riprap basin/forebay, a drain pipe (to level spreader), a level spreader structure, and a
flow bypass channel. Stormwater outlet pipe slopes and sizes will be refined following final road design.
The riprap basin/forebay was designed based on methods presented in HEC-14 Third Edition, Hydraulic
Design of Energy Dissipators for Culverts and Channels, FHWA, 2006. The riprap basin/forebay was
sized for the peak discharge generated by the 10-year storm (Q10). Basin/forebay dimensions were
adjusted for some locations to meet the required surface area (0.2% of impervious drainage area) in
accordance with Level Spreader Design Cruidelines, Final Version, Effective Date January 1, 2007. The
drain pipe to the level spreader was sized to convey the peak discharge generated by the 1-inch storm
without discharge to the flow bypass channel. Flow above the 1-inch storm is bypassed over the flat
apron and into a bypass channel, which safely conveys runoff through the riparian buffer to the stream.
Peak discharge amounts were calculated using the Rational Formula. Intensity-duration-frequency data
for use with the Rational Formula were obtained from the Precipitation Frequency Data Server, NOAA
Atlas 14. The level spreader length for each structure was sized using the peak discharge through the
drain pipe during the Q 10. First, a head value for flow over the flat apron was determined using the Q 10
and the Broad Crested Weir Equation. Then, flow through the drain pipe to the level spreader was
calculated using the head value and the Orifice Equation. The level spreader lengths were determined
using the criteria 13 ft/cfs for grassed conditions and 65 ft/cfs for forested conditions as specified in Level
Spreader Design Guidelines, Final Version, Effective Date January 1, 2007. Where the receiving riparian
buffer/filter strip is partially grassed and forested, a weighted average of the criteria was utilized to
determine the required level spreader length. Grassed conditions must be established in the Zone 2
Riparian Buffer at only discharge point #15, as indicated in the calculation table on plan sheet entitled
"Level Spreaders, Details and Calculations". The flow bypass channel was analyzed using the peak
discharge during the Q10, which was calculated as the Q10 minus flow diverted to the level spreader.
Using the Manning's Equation (n = 0.035), a normal depth and velocity were determined. If the
calculated velocity was above 4 fps, erosion control matting was specified for the flow bypass channel
section. A signed and notarized Operation and Maintenance agreement for the stand-alone level
spreaders is also attached.
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DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: (9191782-0642
Level Spreader ID: Discharge Point #1
Level Spreader Length 36 ft. (perpendicular to flow)
Drainage Area 0.73 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.29 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 193 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 5.5. %. (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"/Hr Storm 0.55 cfs
Max. Discharge to Level Spreader 0.55. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Strip/ Zone 2 Buffer Vegetation 50' forest buffer. (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "/hr storm; bypass channel sized for 10-yr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a .worksheet .for .each . BMP, .design .calculations, .plans .and .specifications .showing .all . BMPs .and .outlet .structure .details, . a .detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
AJN Project Site was visited prior to designing level spreader.
February 16, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #1

DWO Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name.: Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Discharge Point #2
Level Spreader Length 86 ft. (perpendicular to flow)
Drainage Area 1.48 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.57 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 228 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 6 . % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"/Hr Storm 1.03 cfs
Max. Discharge to Level Spreader 1.32. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Stripl Zone 2 Buffer Vegetation 50' forest buffer (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "Ihr storm; bypass channel sized for 10-yr storm
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
AJN Project Site was visited prior to designing level spreader.
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
-AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #2

DWO Project No. .
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: (9191782-0642
Level Spreader ID: Discharae Point #3
Level Spreader Length 27 ft. (perpendicular to flow)
Drainage Area 0.48 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.17 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 59 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 5 . % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "IHr Storm 0.30 cfs
Max. Discharge to Level Spreader 0.42. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Stripl Zone 2 Buffer Vegetation 50' forest buffer. (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "Ihr storm; bypass channel sized for 10-yr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
AJN Project Site was visited prior to designing level spreader.
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Hales are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #3

DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Discharpe Point #9
Level Spreader Length 72 ft. (perpendicular to flow)
Drainage Area 1.67 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.58 ac. (on-site and off-site drainage to the level spreader)
Forebay Area . 88 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 6 % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"/Hr Storm 0.95 cfs
Max. Discharge to Level Spreader 1.11. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Stripl Zone 2 Buffer Vegetation 50' forest buffer.. (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "Ihr storm; bygass channel sized for 10-yr storm
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
AJN Project Site was visited prior to designing level spreader. '
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #9

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DWQ Project No.
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice Phone Number: [phone]
Level Spreader ID: Discharge Point #10
Level Spreader Length 28 ft. (perpendicular to flow)
Drainage Area 0.86 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.27 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 59 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 4.5 % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "/Hr Storm 0.43 cfs
Max. Discharge to Level Spreader 0.43. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Strip/ Zone 2 Buffer Vegetation 50' forest buffer (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "/hr storm; bypass channel sized for 10-yr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
AJN Project Site was visited prior to designing level spreader.
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #10

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Discharge Point #13
Level Spreader Length 64 ft. (perpendicular to flow)
Drainage Area 0.93 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.25 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 59 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 6 . % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"IHr Storm 0.55 cfs
Max. Discharge to Level Spreader 0.99. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Stripl Zone 2 Buffer Vegetation 50' forest buffer. (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "Ihr storm; bypass channel sized for 10-yr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
AJN Project Site was visited prior to designing level spreader.
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #13

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Discharge Point #15
Level Spreader Length 45 ft. (perpendicular to flow)
Drainage Area 1.38 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.42 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 59 sq ft.. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 8 % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "IHr Storm 0.68 cfs
Max. Discharge to Level Spreader 1.04. cfs Note: peak discharge from bypass structure during 10-yr storm.
Filter Stripl Zone 2 Buffer Vegetation 20' grass 130' forest buffer (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "Ihr storm; bypass channel sized for 10-yr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
AJN Project Site was visited prior to designing level spreader.
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement .signed and notarized by the responsible party is provided.

Level Spreader #15

DWQ Project No..
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Discharge Point #18
Level Spreader Length 65 ft. (perpendicular to flow)
Drainage Area 0.86 ac. (on-site and off-site drainage to the level spreader)
Impervious Area . ~ 0.32 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 59 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 6 % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "/Hr Storm 0.56 cfs
Max. Discharge to Level Spreader 0.99. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Stripl Zone 2 Buffer Vegetation 50' forest buffer. (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "/hr storm; bypass channel sized for 10-yr storm
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
AJN Project Site was visited prior to designing level spreader.
February 16, 2006 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual .erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #18

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Discharge Point #19
Level Spreader Length 67 ft. (perpendicular to flow)
Drainage Area 1.82 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.17 ac. (on-site and off-site drainage to the level spreader)
Forebay Area . 59 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 6 % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "IHr Storm 0.88 cfs
Max. Discharge to Level Spreader 1.04. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Strip/ Zone 2 Buffer Vegetation 50' forest buffer.. (thick ground cover or grass; canopied forest with leaf litter
gr•oundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "/hr storm; bypass channel sized for 10-yr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
AJN Project Site was visited prior to designing level spreader.
February 16, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance, method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible parry is provided.

Level Spreader#19

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Discharge Point #23
Level Spreader Length 33 ft. (perpendicular to flow)
Drainage Area 0.61 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.23 ac. (on-site and off-site drainage to the level spreader)
Forebay Area . 128 sq ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope 6 % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "IHr Storm 0.42 cfs
Max. Discharge to Level Spreader 0.50. cfs Note: peak discharge from bypass structure during 10-yr storm
Filter Strip/ Zone 2 Buffer Vegetation 50' forest buffer .. (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 1 "Ihr storm; bypass channel sized for 10-yr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
AJN Project Site was visited prior to designing level spreader.
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader #23

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level' spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected of /easf every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune-plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Richard Wolf
Title: ~in~,~,yvd ~~7rv~L
Add
Pho
Sigr
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, ~~e~ ~~L~[ ~/t^' , a Notary Public forthe S ate of
County of ~~~L~ , do herby certify at
personally appeared before me this ~'~ day of , ~~, and acknowledge the due
execution of the. forgoing wet [wetland] detention basin .maintenance requirements. Witness my hand and
official seal, (,~~~~,(,d
~~
~~~~OtJ4~`~
SEAL
My commission expires ~ 2~
Page 1 of 1

ICE
NGINEERING

8700 Waynick Drive
Raleigh, NC 27617
TeUFax:[phone]
e-mail: [e-mail]
SUMMARY OF DESIGN CALCULATIONS FOR WET DETENTION POND A
OLDE LIBERTY GOLFAND CC, FRANKLIN COUNTY, NC
Attached are 22 pages of supporting calculations for the design of Wet Detention Pond A, including a
completed standard DWQ pond design worksheet. Pond A was designed using requirements presented in
Storm Water Best Management Practices, NCDENR, April 1999 (NCBMP). Assuming an average depth
of 3 feet and a corresponding SA/DA ratio of 1.90 (from Table 1.1 in NCBMP), the required surface area
for the permanent pool of the pond was calculated to be 5024 square feet. Using the simple method, the
water quality volume or volume generated from the 1-inch storm was determined to be 10,136 cubic feet.
As shown in the attached pond volume calculation table, the water quality volume is contained between
the permanent pool elevation and the principal spillway elevation. The attached time to drain calculation
table shows that the water quality volume will drain through the 2-inch orifice pipe in approximately 41
hours, which falls within the required range of 2 to 5 days. The proposed riser structure was checked for
buoyancy, yielding an estimated safety factor of 3.9. As indicated on the worksheet, an emergency drain
was not included with the riser structure because pond storage volume was mostly excavated and the
majority of the pond could not be easily drained by gravity. Inclusion of a pipe and valve drain system
may introduce future maintenance problems with little effective gain in draining the pond. To analyze the
proposed outlet structures for the pond, a hydrologic model was prepared for the 10-year, 24-hour design
storm using the SEDCAD 4 computer program. Runoff curve numbers (CN) and Time of Concentration
(Tc) values were calculated using methods developed by the Natural Resource Conservation Service
(MRCS) and presented in Technical Release SS, Urban Hydrology for Small Watersheds, 1986.
Calculation worksheets for CN and Tc values are attached. From Technical Paper 40, Rainfall
Frequency Atlas for the United States, 1961, the precipitation depth for the 10-year, 24-hour storm event
in Franklin County was estimated to be 5.7 inches. The standard NRCS Type II rainfall distribution was
specified and the hydrograph response was set to "fast". The peak water surface during the 10-year, 24-
hour design storm was calculated to be 483.1 feet, allowing for 0.9. feet of freeboard. The flow bypass
channel was also analyzed using the SEDCAD program (Manning's equation) with the 10-year, 24-hour
peak discharge of 9.97 cfs (Q10). A Manning's "n" value of 0.035 was specified in the program, yielding
a normal depth of 0.32 feet and a normal velocity of 4.52 fps. Output from the SEDCAD model is
attached. A completed standard DWQ level spreader worksheet is attached, including a recent photo of
the receiving filter strip area. Flow to the level spreader during the Q10 was determined by first
calculating the head on the flat bypass apron using the broad crested weir equation. Considering
both inlet and outlet control conditions and the
calculated head, flow through the 4-inch PVC pipe
during the Q 10 was determined to be 0.43 cfs. The `\~~11111111//~~~/
required level spreader length was determined to be 28 ~~~ ~N CARO ~/~
feet using the 65 ft/cfs requirement for forested `~=Q:oFESS/~~!y~
conditions as specified in Level Spreader Design _ ~ aQ' SEAL 9r:
Guidelines, Final Version, Effective Date January 1, - 0 31287
2007. Maximum flow to the level spreader during no ~ ;
discharge to the bypass channel was calculated to be %~ ••;cilrGlN~~a:' \~
0.28 cfs (assuming 0.5 feet head on 4" PVC drain pipe), ' • ' ~G~'
which is well above the maximum discharge of 0.1 cfs ~~ // ~
from the orifice during draining of the water quality ~i-~v
volume (see time to drain calculation table). Signed and
notarized Operation and Maintenance agreements for
both the pond and level spreader are attached. 2• .- ~ ~ -- Z o O ~'

Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and Counter Club
Contact Person: Alex J. Nice Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Pond A
Basin Bottom Elevation 475 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 481 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 482.2 ft. ~ (elevation of the outlet structure invert in)
Permanent Pool Surface Area 5581 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 6.07 ac. (on-site and off-site drainage to the basin)
Impervious Area 2.74 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
12291
10173
2221 cu. ft.
cu. ft. (combined volume of main basin and forebay)
cu. ft. (volume detained on top of the permanent pool)
SA/DA used 1.90 (surface area to drainage area ratio)
Diameter of Orifice 2 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
AJN The temporary pool controls runoff from the 1 inch storm event.
AJN The basin length to width ratio is greater than 3:1.
AJN The basin side slopes are no steeper than 3:1.
AJN A submerged and vegetated perimeter shelf at less than 6:1 is provided.
AJN Vegetation to the permanent pool elevation is specified..
no, mostly excavated An emergency drain is provided to drain the basin.
AJN The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
AJN The temporary pool draws down in 2 to 5 days.
AJN The forebay volume is approximately equal to 20% of the total basin volume.
AJN Sediment storage is provided in the permanent pool.
AJN Access is provided for maintenance.
AJN A minimum 30-foot vegetative filter is provided at the outlet.
AJN A site specific operation and maintenance (O&M) plan is provided.
AJN A vegetation management/mowing schedule is provided in the O&M plan.
AJN Semi-annual inspections are specified in the O&M plan.
AJN A debris check is specified in the O&M plan to be performed after every storm event.
AJN A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
AJN A responsible party is designated in the OBtM-plan.
FORM SWG100 09/97 Page 1 of 1

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TR-55 Time of Concentration Worksheet
Olde Liberty
Pond A Watershed
Tc COMPUTATIONS FOR
SHEET FLOW (Applicable to Tc only)
Segment ID
Surface description grass
Manning's roughness coeff., n 0.2400
Flow length, L (total < or = 300) ft 146.0
Two-yr 24-hr rainfall, P2 in 3.600
Land slope, s ft/ft 0.0340
• 0.8
.007 * (n*L)
T = -------------- hrs 0.25 = 0.25
0.5 0.4
P2 * s
SHALLOW CONCENTRATED FLOW
Segment ID
Surface (paved or unpaved)? Unpaved
Flow length, L ft 178.0
Watercourse slope, s ft/ft 0.0430
0.5
Avg.V = Csf * (s) ft/s 3.3457
where: Unpaved Csf = 16.1345
Paved Csf =20.3282
T = L / (3600*V) hrs 0.01 = 0.01
PIPE FLOW
Segment ID
Average velocity, V ft/s 3.0
Flow length, L ft 175.0
T = L / (3600*V) hrs 0.02 = 0.02
.................................. ........ .TOTAL TIME (hrs)... ...0.28..

Runoff Curve Number Calculation Worksheet

Watershed
Area
acres Hydro'
Soil Type
Landuse #
Landuse CN 2
Number
CN x Area

Pond A 2.421 B 1 Trans ortation Im envious 98 237.26
0.314 B 2 Roof Im envious 98 30.77
3.215 B 3 Mana ed Pervious 61 196.12
0.120 B 5 Water surface 98 11.76
6.070 475.91
78
' Hydro soil group from Franklin County Soil Survey; soils are in Cecil series.
2 Runoff curve number values from TR-55

Olde Liberty Golf and Country Club
Wet Detention Pond A
Forebay
Surface
Elev Area Volume Volume
(ft) (sq.ft.) (cu.ft.) (ac-ft)
477 83 0 0.000
478 253 160 0.004
479 488 524 0.012
480 838 1180 0.027
481 1259 2221 0.051
perm pool
princ spill
emerg spill
top of dam
Main Pool
Surface
Elev Area Volume Volume
(ft) (sq.ft.) (cu.ft.) (ac-ft)
475 308 0 0
476 600 446 0.010
477 964 1221 0.028
478 1389 2391 0.055
479 1874 4016 0.092
480 2955 6410 0.147
481 4322 10027 0.230
Total Pond
Surface Surface
Elev Area Volume Area Volume
(ft) (sq.ft.) (cu.ft.) (acres) (ac-ft)
475 308 0 0.007 0.000
476 600 446 0.014 0.010
477 1047 1259 0.024 0.029
478 1642 2593 0.038 0.060
479 2362 4584 0.054 0.105
480 3793 7633 0.087 0.175
481 5581 12291 0.128 0.282
482 10707 20297 0.246 0.466
482.2 10960 22464 0.252 0.516
483 11973 31634 0.275 0.726
484 13308 44269 0.306 1.016

OLDE LIBERTY GOLF AND COUNTRY CLUB
POND A
Time to drain calculations
Time to drain Water Quality Volume
Orifice equation: Q = C*A*(2gH)^0.5
Orifice coefficient, C = 0.6
Orifice Number = 1
Orifice diameter (in.) = 2
Orifice area (sq. ft) = 0.022
Orifice elevation = 481
Surface Average Average Volume Time Cumulative
Elevation Area Volume Head Discharge Increment Increment Time
(ft) (sq.ft.) (cu.ft.) (ft) (cfs) (cu.ft.) (hours) (hours)
482:2 10960.2 22464
482.1 10833.6 21374 1.15 0.113 1090 2.69 2.69
482 10707 20297 1.05 0.108 1077 2.78 5.47
481.9 10194.4 19389 0.95 0.102 908 2.46 7.93
481.8 9681.8 18395 0.85 0.097 994 2.85 10.78
481.7 9169.2 17453 0.75 0.091 942 2.88 13.66
481.6 8656.6 16562 0.65. 0.085 891 2.92 16.58
481.5 8144 15722 0.55 0.078 840 2.99 19.58
481.4 7631.4 14933 0.45 0.070 789 3.11 22.69
481.3 7118.8 14196 0.35 0.062 737 3.30 25.98
481.2 6606.2 13510 0.25 0.053 686 3.63 29.61
481.1 6093.6 12875 0.15 0.041 635 4.33 33.94
481 5581 12291 0.05 0.023 584 6.90 40.84

SEDCAD 4 for Windows
/'nn..rinh4 1 o0A _Oflllo D~mole I Crh..~ah
Olde Liberty
Wet Pond A
10-year, 24-hour Desic
Alex J. Nice, P.E.
n Storm
Filename: pondA.sc4 Printed 02-14-2007

SEDCAD 4 for Windows
r,,.,.,.~.,hr iooa _onn~ o~..,oi~ I Crh..,~h
Genera/ Information
Storm Information;
Storm Type: NRCS Type II
Design Storm: 10 yr - 24 hr
Rainfall Depth: 5.700 inches
Filename: pondA.sc4 Printed 02-14-2007

SEDCAD 4 for Windows
rnn.,rinhf loos _0!1!19 Pamoh I Cnh...oh
Structure Networking;
Type Stru (flows Stru
# into) # Musk. K Musk. X
(hrs) Description
Pond #1 =_> #2 0.000 0.000 Wet Pond A
Channel #2 =_> End 0.000 0.000 Flow Bypass Channel
#1
Pond
#2
Chan'!
Filename: pondA.sc4 Printed 02-14-2007

SEDCAD 4 for Windows
r,,.,...c.,ht ~ ooa _onno o~.,,oi~ i c,.h...~ti
4
Structure Summary;
Immediate Total peak Total
Contributing Contributing Discharge Runoff
Area Area Volume
(ac) (ac) (mss) (ac-ft)
In 16.27 1.58
#1 6.053 6.053
Out 9.97 1.34
#2 0.000 6.053 9.97 1.34
Filename: pondA.sc4
Printed 02-14-2007

SEDCAD 4 for Windows
(`n nvrinht i00R _0!1!19 Damclo I Cn h.u~h
5
Structure Detai/;
Structure #1 (Pon
Wet Pond A
Pond Inputs:
Initial Pool Elev: 481.00 ft
Initial Pool: 0.18 ac-ft
Drop Inlet
Riser
Riser Height
Diameter Barrel
Barrel Barrel Slope
Diameter
Spillway Elev
Manning s n
(ft) Length (ft) (070) (ft)
(in) - (in)
46.00 3.50 14.00 50.00 0.80 0.0130 482.20
Emergency Spillway
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
483.00 10.00 3.00:1 3.00:1 6.00
Pond Results:
Peak Elevation: 483.11 ft
Dewater Time: 0.53 days
Dewatering time is ca/culated from peak stage to lowest spi//way
Elevation-Capacity-Discharge Table

Elevation Area

(ac) Capacity

(ac-ft) Discharge Dewater
Time
(mss) (hrs)
476.00 0.003 0.000 0.000
476.50 0.006 0.002 0.000
477.00 0.009 0.006 0.000
477.50 0.013 0.011 0.000
478.00 0.018 0.019 0.000
478.50 0.024 0.029 0.000
479.00 0.031 0.043 0.000
479.50 0.043 0.062 0.000
480.00 0.056 0.086 0.000
480.50 0.088 0.122 0.000
481.00 0.128 0.176 0.000
Filename: pondA.sc4 Printed 02-14-2007

SEDCAD 4 for Windows
(`nnvrinh} 100G _9nno'O~molo I Cn h.uoh

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(mss) Dewater
Time
(hrs)
481.50 0.182 0.253 0.000
482.00 0.246 0.359 0.000
482.20 0.252 0.409 0.000 Spillway #1
482.50 0.260 0.486 6.134 12.20
483.00 0.275 0.620 9.573 0.40 Spillway #2
483.11 0.279 0.651 9.969 0.15 Peak Stage
483.50 0.290 0.761 11.360
484.00 0.306 0.910 30.486
Detailed Discharge Table

Elevation
(ft)
Drop Inlet
(~s)
Emergency
Spillway (cfs) Combined
Total
Discharge
(cfs)
476.00 0.000 0.000 0.000
476.50 0.000 0.000 0.000
477.00 0.000 0.000 0.000
477.50 0.000 0.000 0.000
478.00 0.000 0.000 0.000
478.50 0.000 0.000 0.000
479.00 0.000 0.000 0.000
479.50 0.000 0.000 0.000
480.00 0.000 0.000 0.000
480.50 0.000 0.000 0.000
481.00 0.000 0.000 0.000
481.50 0.000 0.000 0.000
482.00 0.000 0.000 0.000
482.20 0.000 0.000 0.000
482.50 6.134 0.000 6.134
483.00 9.573 0.000 9.573
483.50 10.070 1.291 11.360
484.00 10.543 19.943 30.486
Structure #2 (Nonerodible Channel)
Flow Bypass Channel
Trapezoidal Nonerodible Channel Inputs:
Material: grass
Filename: pondA.sc4 Printed 02-14-2007

SEDCAD 4 for Windows
(`nn..rtnhT iooQ _onno p~.,,ot~ i c,.h...~h
Left Right Freeboard Freeboard Freeboard
Sideslope Sideslope Slope (%) Manning's n
o Mult. x
Width
(ft)
Ratio Ratio Depth (ft) % of Depth
(VxD)
6.00 3.0:1 3.0:1 6.3 0.0350
Nonerodible Channel Results:
w/o Freeboard w/ Freeboard
Design Discharge: 9.97 cfs
Depth: 0.32 ft
Top Width: 7.90 ft
Velocity: 4.52 fps
X-Section Area: 2.21 sq ft
Hydraulic Radius: 0.275 ft
Froude Number: 1.51
Filename: pondA.sc4 Printed 02-14-2007

SEDCAD 4 for Windows
(`nnvrinht i00f! A/ll10 Domclo I Cn h~.roh
Subwatershed Hydro%gy Detai/;

Stru
SWS
SWS Area Time of
Conc Musk K Musk X Curve UHS Peak
Discharge Runoff
Volume
# # (ac) (hrs) (hrs) Number (cfs) (ac-ft)
# 1 1 6.053 0.280 0.000 0.000 78.000 F 16.27 1.579
6.053 16.27 1.579
#2 ~ 6.053 9.97 1.345
Filename: pondA.sc4 Printed 02-14-2007

WET DETENTION BASIN "A"
OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays, and
the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality .
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2.9 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.9 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Permanent Pool Elevation 481
Sediment moval EI. 479.1 ~ 75%
-------------- Sediment Removal Elevation 478.1 75%
Bottom E vation 478 ~ 25% -----------------------------------------------------
Bottom Elevation 476 i 25%~
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page 1 of 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
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: Richard Wolf
Title: f ~ ta~~ / i~irfi,~c~
Addre
Phorn
Sign2
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, ~ ~~ ~~ ~ d ~ ""U ~ ~'OI J ~ , a Notary P lic for the S ate of G ,
Count of ~~ doh eb certi that ~~~~
personally appeared before me this ~ day o , '~~,, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and .
official seal,
~~~ ~. ~~e~~~
~;>.
~- ~t~
9
~.~C0111~`~ ~~./~
SEAL
My commission expires ND1/ • ZZr
Page 2 of 2

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I.. PROJECT INFORMATION (please complete the following information):
Project Name : Oltle Liberty Golf and Country Club
Contact Person: Alex J. Nice . Phone Number: [phone]
Level Spreader ID: Following Pond A
Level Spreader Length 28 ft. (perpendicular to flow)
Drainage Area 6.07 ac. (on-site and off-site drainage to the level spreader)
Impervious Area . 2.74 ac.. (on-site and off-site drainage to the level spreader)
Forebay Area n.a. cu ft. (0.2% of the contributing impervious surface area)
Maximum Filter Strip/Buffer Slope 5 to 6 . % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"IHr Storm 0.11 cfs Note: peak discharge during drawdown of 1"water quality storm
Max. Discharge to Level Spreader 0.43. cfs Note: peak discharge from bypass structure during 10yr-24hr storm
Filter Strip/ Zone 2 Buffer Vegetation 50 ft forested . (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Bypass flow above 0.43 cfs; bypass channel sized for 10-yr, 24-hr storm
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project:
Aoolicants Initials
AJN Project Site was visited prior to designing level spreader.
January 31, 2007 Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AJN Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per. cfs for 150-foot buffer.
n.a. Pre-Formed Scour Holes are on flat slopes only.
AJN No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
AJN Bypass conveyance method is specified and plan details and calculations are provided.
n.a. Alternative design option is specified and plan details and calculations are provided.
AJN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AJN No structures are located in protected buffers.
AJN Plan details for the bypass and outlets are provided.
AJN The operation and maintenance agreement includes annual erosion and vegetation repair.
AJN The operation and maintenance agreement signed and notarized by the responsible party is provided.

Level Spreader A

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level' spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the. structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
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, ~i ~~~ A.~Llry~ 1 r7~ , a Notary Public for the S ate of
~~~~~ ~~ ,
County of `/~,'(,CJIt.(~ , do herby certify at
personally appeared before me this ~ ~~AA day of , ~~, and acknowledge the due
execution of the forgoing wet [wetland] detentio~Jn basin maintenance requirements. Witness my hand and
official seal, (,~~`~ ~ J
~~~.~ ~~ ~'~a~~~
Q~;~~
~~~~ous~~~~
SEAL
My commission expires ~ ~ ~.
Page 1 of 1
Print name: Richard Wolf
Title: ~~'9~u~,yv6 ~~'v~rL

~~ ICE
NGINEERING

8700 Waynick Drive
Raleigh, NC 27617
Tel/Fax: [phone]
e-mail: [e-mail]
SUMMARY OF DESIGN CALCULATIONS
FOR WET DETENTION PONDS B, D, E AND F
OLDS LIBERTY GOLF AND CC, FRANKLIN COUNTY, NC
Attached are 12 pages of completed standard DWQ pond design worksheets and
signed/notarized Operation and Maintenance agreements for Wet Detention Ponds B, D, E and F.
Ponds B, D, E and F were designed using requirements presented in Storm Water Best
Management Practices, NCDENR, Apri11999 (NCBMP). Calculations are summarized in a
table on the plan sheet entitled "Wet Ponds B, D, E and F, Details and Calculations". SA/DA
ratios for sizing the ponds were obtained from Table 1.1 in the NCBMP assuming an average
depth of 3 feet. Water quality volume or the volume generated from the 1-inch storm were
determined using the Simple Method, as suggested in the NCBMP. The water quality volume
for each pond is contained between the permanent pool elevation and the principal spillway
elevation. Time to drain calculations were performed for each pond to ensure that the water
quality volume drains through the orifice pipe within the required range of 2 to 5 days. Each
pond is equipped with a forebay, a principal spillway riser/outlet pipe structure, a rock riprap
stilling basin, and agrass-lined, trapezoidal-shaped emergency spillway channel. The forebay
for each pond was sized to be approximately 20% of the total volume for the pond. To analyze
the proposed outlet structures for each pond, a hydrologic model was prepared for the 10-year,
24-hour design storm using the SEDCAD 4 computer program. Runoff curve numbers (CN) and
Time of Concentration (Tc) values were calculated using methods developed by the Natural
Resource Conservation Service (MRCS) and presented in Technical Release SS, Urban
Hydrology for Small Watersheds, 1986. From Technical Paper 40, Rainfall Frequency Atlas for
the United States, 1961, the precipitation depth for the 10-year, 24-hour storm event in Franklin
County was estimated to be 5.7 inches. The standard NRCS Type II rainfall distribution was
specified and the hydrograph response was set to "medium". Calculated peak water surface
elevations during the 10-year, 24-hour design storm for each pond are shown in the calculation
table. Rock riprap stilling basins were designed based on methods presented in HEC-14 Third
Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels, FHWA, 2006.
Riprap stilling basins were sized for the peak discharge generated by the 10-year, 24-hour storm
event. Stilling basin dimensions are summarized in the calculation table and were adjusted as
necessary to meet minimum depth requirements.
~~~~~,CARD~~~i
!~ ~~
`~`=~~FESSioy9y9%
,_
_ ; a SEAL ~;
• 031287 _
•~`,~4;GINE~Q;~ ~•

Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and County Club
Contact Person: Alex J. Nice Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Pond B
Basin Bottom Elevation 461 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 466 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 467.4 ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 4313 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 12.01 ac. (on-site and off-site drainage to the basin)
Impervious Area 1.93 ac. (on-site and off-site drainage to the basin)

Permanent Pool Volume 8175 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 8678 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 1503 cu. ft.

SA/DA used 0.82 (surface area to drainage area ratio)
Diameter of Orifice 2 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
AJN The temporary pool controls runoff from the 1 inch storm event.
AJN The basin length to width ratio is greater than 3:1.
AJN The basin side slopes are no steeper than 3:1.
AJN A submerged and vegetated perimeter shelf at less than 6:1 is provided.
AJN Vegetation to the permanent pool elevation is specified.
no, mostly excavated An emergency drain is provided to drain the basin.
AJN The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
AJN The temporary pool draws down in 2 to 5 days.
AJN The forebay volume is approximately equal to 20% of the total basin volume.
AJN Sediment storage is provided in the permanent pool.
AJN Access is provided for maintenance.
AJN A minimum 30-foot vegetative filter is provided at the outlet.
AJN A site specific operation and maintenance (O&M) plan is provided.
AJN A vegetation management/mowing schedule is provided in the O&M plan.
AJN Semi-annual inspections are specified in the O&M plan.
AJN A debris check is specified in the O&M plan to be performed after every storm event.
AJN A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
AJN A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

WET DETENTION BASIN "B"
OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays, and
the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2.4 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.7 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Permanent Pool Elevation 466
Sediment moval EI. 464.3 ~ 75%
--------------- - Sediment Removal Elevation 463.6 75%
Bottom E vation 463 ~ 25% --------------------------------------------- ---o---
Bottom Elevation 461 25 /°~
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page 1 of 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
1 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.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have ]been sold and a re(~sidLent of the subdivision has been named the president.
I, ~ ~,n L ~ ~ d ~rOt ~J ~' , a Notary P lic for the S ate of G
County of W(~ , do hereby certi that
personally appeared before me this ~ day , ~~, and acknowledge the due
execution of the forgoing wet [wetland) detention basin maintenance requirements. Witness my hand and .
official seal,
~~
6 9 A
~~e~`\~
~9~ `~~:
~ cou>l~ /
SEAL
My commission expires Nol/ • 2~
Page 2 of 2
Print name: Richard Wolf
Title: ~7s l,~.c~ /~-z~,,,~,~

Proj ect No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and. outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and County Club
Contact Person: Alex J. Nice Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Pond D
Basin Bottom Elevation 424 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 429 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 430.5 ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 3965 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 14.34 ac. (on-site and off-site drainage to the basin)
Impervious Area 1.52 ac. (on-site and off-site drainage to the basin)

Permanent Pool Volume 7210 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 8030 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 1433 cu. ft.

SA/DA used 0.63 (surface area to drainage area ratio)
Diameter of Orifice 2 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
AJN The temporary pool controls runoff from the 1 inch storm event.
AJN The basin length to width ratio is greater than 3:1.
AJN The basin side slopes are no steeper than 3:1.
AJN A submerged and vegetated perimeter shelf at less than 6:1 is provided.
AJN Vegetation to the permanent pool elevation is specified.
no, mostly excavated An emergency drain is provided to drain the basin.
AJN The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
AJN The temporary pool draws down in 2 to 5 days.
AJN The forebay volume is approximately equal to 20% of the total basin volume.
AJN Sediment storage is provided in the permanent pool.
AJN Access is provided for maintenance.
AJN A minimum 30-foot vegetative filter is provided at the outlet.
AJN A site specific operation and maintenance (O&M) plan is provided.
AJN A vegetation management/mowing schedule is provided in the O&M plan.
AJN Semi-annual inspections are specified in the O&M plan.
AJN A debris check is specified in the O&M plan to be performed after every storm event.
AJN A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
AJN A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

WET DETENTION BASIN "D"
OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays, and
the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2.3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.7 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
p Permanent Pool Elevation 429
Sediment moval EI. 427.3 75%
--------------- - Sediment Removal Elevation 426.7 75%
--------------------------------------------- ---o--
Bottom E vation 426 25%
Bottom Elevation 424 • 25 /°/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm..
Page 1 of 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
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.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have jbe~en sold an~dyanrelsidLent of the subdivision has been named the president.
I , ~ ~~{~(~ ~ ~ d ~ ~~'u Y V -O- ~7 ~' , a Notary P lic for the S ate of G
County of wt~ , do hereby certi that
personally appeared before me this ~ day , ~~, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and ,
official seal,
Q~ .aT~~~- ~~
~~
~g~
~9~ ~,~,:
~ c
SEAL
My commission expires NON • 2~
Page 2 oft
Print name: Richard Wolf
Title: /n++rvNS t,~,~, ~~t~l .

Project No.
(to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and County Club
Contact Person: Alex J. Nice Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Pond E
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Surface Area
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA used
Diameter of Orifice
406 ft. (average elevation of the floor of the basin)
411 ft. (elevation of the orifice invert out)
412.5 ft. ~ (elevation of the outlet structure invert in)

2327 sq. ft. (water surface area at permanent pool elevation)
6.12 ac. (on-site and off-site drainage to the basin)
1.04 ac. (on-site and off-site drainage to the basin)

4139 cu. ft. (combined volume of main basin and forebay)
4693 cu. ft. (volume detained on top of the permanent pool)
728 cu. ft.

0.86 (surface area to drainage area ratio)
1.5 in. (draw down orifice diameter)
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
AJN The temporary pool controls runoff from the 1 inch storm event.
AJN The basin length to width ratio is greater than 3:1.
AJN The basin side slopes are no steeper than 3:1.
AJN A submerged and vegetated perimeter shelf at less than 6:1 is provided.
AJN Vegetation to the permanent pool elevation is specified.
no, mostly excavated An emergency drain is provided to drain the basin.
AJN The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
AJN The temporary pool draws down in 2 to 5 days.
AJN The. forebay volume is approximately equal to 20% of the total basin volume.
AJN Sediment storage is provided in the permanent pool.
AJN Access is provided for maintenance.
AJN A minimum 30-foot vegetative filter is provided at the outlet.
AJN A site specific operation and maintenance (O&M) plan is provided.
AJN A vegetation management/mowing schedule is provided in the O&M plan.
AJN Semi-annual inspections are specified in the O&M plan.
AJN A debris check is specified in the O&M plan to be performed after every storm event.
AJN A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
AJN A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

WET DETENTION BASIN "E"
OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays, and
the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2.4 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.4 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
p Permanent Pool Elevation 411
Sediment moval EI. 409.6 75%
---------------- Sediment Removal Elevation 408.6 75%
--------------------------------------------- ---o--
Bottom E vation 408 25%
Bottom Elevation 406 i 25 /°/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page 1 of 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
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.
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, ~ ~,{~ ~~ ~d . ~~'u Y ~~ lJ ~"' , a Notary P lic for the S ate of ~G ,
,~~'',,nn
County of wU~ , do h~-eby certi that
personally appeared before me this ~i ~ day , ~~, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and ,
official seal,
~~$. ~~~~
~~
ag~
\~~ov~t't`'~
SEAL
My commission expires NDIr' • 2~
Page 2 of 2
Print name: Richard Wolf
Title: /n~+= l^-c~ /'~~{

Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Olde Liberty Golf and County Club
Contact Person: Alex J. Nice Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Pond F
Basin Bottom Elevation 392 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 397 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 398.4 ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 4412 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 9.29 ac. (on-site and off-site drainage to the basin)
Impervious Area 2.12 ac. (on-site and off-site drainage to the basin)

Permanent Pool Volume 7846 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 8964 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 1456 cu. ft.

SA/DA used 1.08 (surface area to drainage area ratio)
Diameter of Orifice 2 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
AJN The temporary pool controls runoff from the 1 inch storm event.
AJN The basin length to width ratio is greater than 3:1.
AJN The basin side slopes are no steeper than 3:1.
AJN A submerged and vegetated perimeter shelf at less than 6:1 is provided.
AJN Vegetation to the permanent pool elevation is specified.
no, mostly excavated An emergency drain is provided to drain the basin.
AJN The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
AJN The temporary pool draws down in 2 to 5 days.
AJN The forebay volume is approximately equal to 20% of the total basin volume.
AJN Sediment storage is provided in the permanent pool.
AJN Access is provided for maintenance.
AJN A minimum 30-foot vegetative filter is provided at the outlet.
AJN A site specific operation and maintenance (O&M) plan is provided.
AJN A vegetation management/mowing schedule is provided in the O&M plan.
AJN Semi-annual inspections are specified in the O&M plan.
AJN A debris check is specified in the O&M plan to be performed after every storm event.
AJN A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
AJN A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

WET DETENTION BASIN "F"
OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays, and
the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2.2 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.6 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
p Permanent Pool Elevation 397
Sediment moval EI. 395.4 75%
--------------- - Sediment Removal Elevation 394.8 75%
Bottom E vation 394 ~ 25% --------------------------------------------- ---o---
Bottom Elevation 392 i 25 /°~
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page 1 of 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
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.
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, ~ ~,n f'r° ~ ~ ~~'u ~ ~~ jj ~"' , a Notary P lic for the S ate of G ,
,N~ '',, nn
County of ~U~ , do hereby certi that
personally appeared before me this ~ day , ~~, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and .
official seal,
~E a. rd~,~~;~
~~
~s~
~~,,$L~~
~9~ `~y:
~ c /
SEAL
My commission expires Nov • 2~
Page 2 of 2
Print name: Richard Wolf
Title: ~ h.~ /~f _