20051430 Ver 1_COMPLETE FILE_20050729

AA WATF9 Q Michael F. Easley, Governor
`Q 6 William G. Ross Jr., Secretary
Cq North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
Division of Water Quality
August 16, 2005
DWQ Project # 05-1430
Johnston County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Ms. Sylvia Amick c/o David Harris, Manager
Lake Magnolia, LLC C(OPY
438 Dog Leg Drive
Fernley, NV 89408-5663
Subject Property: Lake Magnolia
NC Highway 210, Smithfiled, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Harris:
On July 29, 2005, the Division of Water Quality (DWQ) received your application dated July 27,
2005, to impact 0.032 acres of jurisdictional 404 wetlands and 0.32 acres of isolated wetlands to
construct the private, man-made waterski lake subdivision. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The
DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required
by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
• Will the lake alter the hydrology of the remaining isolated wetlands?
• Are all lots buildable without additional wetland fill?
• Please provide building envelopes for all lots with wetlands.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.pnr,state.nc.us/ncwctlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Page 2 of 2
COPY August 16, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKI m
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jim Spangler, Spangler Environmental, Inc., 224 Fayetteville Street Mall, Suite 400,
Raleigh, NC 27616
Filename: 051430LakeNlagnolia(Johnston)On Hold
SPANGLER 2 0 0 5 1 4 3 0
ENVIRONMENTAL, INC.
Land Planning • Permitting • Environmental Consulting • Construction Management • Expert Testimony
July 27, 2005
U.S. Army Corps of Engineers N.C. Division of Water Quality
Attn: Ms. Jean Manuele Attn: Ms. Cyndi Karoly
6508 Falls of Neuse Road, Suite 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Subject: NWP 39, WQC 3402 & Isolated Wetland Permit
Proposed Lake Magnolia - Private Water Ski Lake Subdivision
Amick Property (±135 ac)
Johnston County, NC
SEI Project #200504061
Dear Ms. Manuele and Ms. Karoly:
Spangler Environmental, Inc. (SEI) is requesting the use and approval of Nationwide Permit 39,
Water Quality Certification GC3402, and State general permit for impacts to isolated wetlands
(IWGP 100000). SEI is acting on behalf of Ms. Sylvia P. Amick (property owner) and Mr. David
Harris of Lake Magnolia, LLC (applicant). Request for approval of the above referenced permits
relates to jurisdictional and isolated wetland impacts associated with the construction of a private
144ot subdivision and associated lake amenity. Proposed wetland impacts include 0.49 acres
of isolated wetlands (0.21 ac. forested headwater; 0.28 ac. forested floodplain) and 0.12
acres of jurisdictional wetlands consisting of man-made naturalized drainage ditches.
The project site is located approximately five miles west of the town of Smithfield along the north
side of NC Highway 210 in rural Johnston County, North Carolina (Lat: N35°30.396' / Lon:
W78°26.423'). A private subdivision and a lake will be constructed on the site. The lake, which
will be 23.8 acres in size, is specifically designed for competition style skiing. The subdivision
will consist of 14 lots, all developed in the upland portion of the site. Existing unimproved roads
on the property (approximately 1.7 miles) will be maintained for walking and jogging trails.
SEI conducted a detailed wetland delineation on the property in late May 2005. Our delineation
was field verified by Ms. Jean Manuel with the ACOE Raleigh Regulatory Field Office. Mr.
Mike Horan with the NCDWQ Raleigh Regional Office conducted a Neum River Buffer
determination in late June 2005. A copy of the Buffer Determination completed by Mr. Horan is
attached. A wetland survey map is being prepared in conjunction with this application and will
subsequently be submitted to the USACOE for signatory approval.
Impacts totaling 0.49 acres of isolated wetlands (forested headwater 0.21 ac; forested floodplain
0.28 ac) and 0.12 acres of jurisdictional drainage ditches will result from the excavation of the
lake. Approximately 9,700,000 cubic feet (359,260 cubic yards) of soil will be excavated during
lake development. All excess spoil material from the excavation will be placed along upland
portions of the site.
224 Fayetteville Street Mall, Suite 400 P. 0. Box 387 Raleigh, N.C. 27602 tel [phone] fax [phone]
3961-B Market Street Wilmington, N.C. 29403 tel [phone] fax [phone]-SPANGLER spangler-seLcom

Adjusting the position of the lake in an effort to avoid wetland features has minimized impacts.
Selection of the site property and location of the lake was specifically chosen according to
requirements for competition style water ski lakes. Some considerations in lake layout and
design include the aspect of the lake perpendicular to prevailing winds and sun exposure;
minimum length of 2400' and width of 300'; side slopes at a 10:1 ratio for wake and wave
dissipation; and a minimum effective depth of six feet for low-speed boat draft. Considerations
were also given to the potential for hydrologic recharge for the lake. A watershed study
determined that the affective drainage basin to the lake is approximately 49 acres. This would
produce a maximum of approximately 1/8 of an inch of water rise in the lake after a V- 24-hour
rain event. This volume was determined to be inadequate for reliable static pool elevation in the
lake during summer months. In order to compensate for this potential hydrologic deficiency, the
lake was positioned in an area where the minimum depth to static water table is within 3-4 feet
from the surface. Two existing man-made drainage ditches will also recharge the lake.
Impacts on-site have been minimized to the extent practicable during lake design. No impacts to
surface water features are proposed as a result of residential lot development. In the event that
mitigation is required, several potential areas have been identified for on-site wetland
enhancement. Drainage ditches in the northeastern portion of the site could be plugged and
wetland hydrology restored Additionally, approximately 80 acres of existing upland and
bottomland forest will be preserved as green space. Deed restrictions and conservation easements
may be placed on any areas proposed for wetland enhancement and/or preservation.
Should you have questions or need additional information please do not hesitate to contact our
office.
Sincerely
Spangler Environmental, Inc.
-
(: 11 4- A. Spangler, CEI
President
Attaclunents: 1) PCN Form
2) Figure 1- USGS Topographic Map
3) Figure 2 - Soil Survey Map
4) Agent Authorization
5) Buffer Determination Letter
6) Wetlan&Upland Data Forms
7) Lake Layout and Design Plans
ry
s?
SPANGLER
ENVIRONMENTAL, INC.
Office Use Only: Form Version May 2002
20051430
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit F-I Riparian or Watershed Buffer Rules
Section 10 Permit ® Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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 det
II. Applicant Information
J?-1L 2 ? 20
1. Owner/Applicant Information ?K.WAYCRa 1ARgItANCN
Name: Ms. Sylvia Amick c/o Mr. David Mailing Address: Lake Magnolia, LLC
438 Dog Leg Drive
Fernley, NV 89408-5663
Telephone Number: Fax Number:
E-mail Address: Contact Spangler Environmental, Inc.
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: Spangler Environmental, Inc.
Company Affiliation: Mr. Jim Spangler, President
Mailing Address: 224 Fayetteville Street Mall, Suite 400
Raleigh, NC 27616
Telephone Number: 919-546-0754 Fax Number: 919-546-0757
E-mail Address: ipangler(a,,spanglerenvironmental.com
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: Lake Magnolia
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
1664-62-0372
N/A
4. Location
County: Johnston Nearest Town: Smithfield
Subdivision name (include phase/lot number): Lake Magnolia
Directions to site (include road numbers, landmarks, etc.): The site is located approximately
five miles west of the town of Smithfield along the north side of NC Highway 210. The site
can be accessed from exit 219 off US Highway 40 via NC Highway 42 east. The site is
approximately five miles from this exit.
5. Site coordinates, if available (UTM or Lat/Long): Lat: N35°30.396' / Lon: W78°26.423'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
135.79 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Middle Creek
8. River Basin: Neuse
(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/snaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is wooded, with the exception of a fallow field
along the western portion of the property. Two residences are located on-site along the
southern portion of the property. No other permanent structures were identified on-site.
Several unimproved access roads transect the property allowing relatively easy access.
The property is located in rural central Johnston County, North Carolina. Undeveloped
property is adjacent to the site to the north, south, east, and west. Residential property is
located along NC 210.
10. Describe the overall project in detail, including the type of equipment to be used:
A private subdivision will be constructed in upland portions of the property and will consist
of 14 lots each a minimum of one acre. A competition waterski lake will be excavated in
lowland portions of the site. This lake will be 23.8 acres in size. Typical excavating and
grading equipment will be used during site development.
11. Explain the purpose of the proposed work: A private, man-made waterski lake subdivision
will be constructed. The lake will be for used by subdivision residents only. It will be
specifically designed for competition skiing. The subdivision will consist of 14 lots, all
developed in the upland portion of the site. Each lot will be a minimum of one acre.
Approximately 80 acres on-site will be preserved as green space. Existing unimproved roads
on the property (approximately 1.7 miles) will be maintained for walking and jogging trails.
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.
A detailed wetland delineation was completed on the property in late May 2005. Our delineation
was field verified by Ms. Jean Manuel with the USACE Raleigh Regulatory Field Office. A
Neuse River Buffer determination was conducted on-site in late June 2005 by Mr. Mike Horan
with the NCDWQ Raleigh Regional Office. The attached soil survey map and USGS quadrangle
map depict the features reviewed during this field determination. The feature labeled as "C" on
the soil survey map was determined not to be subject to the buffers. Middle Creek (feature "B")
and a UT to Middle Creek (feature "A") are subject to the buffers. A copy of the Buffer
Determination completed by Mr. Horan is attached. A wetland survey map is being prepared in
conjunction with this application and will be submitted to the USACE for signatory approval.
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 additional water quality permits will be required. No additional wetland or stream impacts
are anticipated with the development of the subdivision lots and associated roads and amenities.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts to jurisdictional and
isolated wetlands will result from the excavation of a water ski lake. A total of 0.49 acres of
isolated wetlands (forested headwater 0.21 ac; forested floodplain 0.28 ac) and 0.12 acres of
jurisdictional drainage ditches will result from the excavation of the lake. The lake will be
excavated down to the water table, which is at an average depth of 3-4 feet below the us.
The cross- sectional profile of the proposed lake is shown in detail on the attached design
plans. Lake hydrology will be established and maintained by utilizing groundwater
discharge, overland flow, and diversion via existing drainage ditches. Approximately
9,700,000 cubic feet (359,260 cubic yards) of soil will be excavated during lake
development. All overburden will be placed along upland portions of the site. No stream
impacts are proposed. No fill will be placed in the 100 year floodplain.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Excavation & 365 ft
A
Isolated Flooding/ 0.21 No UT Middle Forested Headwater
Permanent Creek

B Excavation & 450 ft
Man-made, naturalized
Jurisdictional Flooding/ 0.12 No UT Middle drainage ditch
Permanent Creek
C Excavation & 300 ft
Isolated Flooding/ 0.28 Yes Middle Creek Forested Floodplain
Permanent
4
* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: approx. 5 ac.
Total area of wetland impact proposed: Isolated: 0.49 ac. Jurisdictional: 0.12 ac.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
No stream impacts are proposed
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us Lov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(I uest. coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: No impacts are proposed
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name Wat Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
No open water impacts are proposed
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ® wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): The lake will be constructed by excavating down to the
static water table level. Lake hydrology will be established and maintained by utilizing
groundwater discharge, overland flow, and diversion via existing drainage ditches.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Amenity to a private subdivision that will be used by
residents as a water ski lake.
Size of watershed draining to pond: ±49 acres Expected pond surface area: 23.8 acres
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Selection of the site property and location of the lake was specifically chosen according to
requirements for competition style water ski lakes. Some considerations in lake layout and
design include, but are not limited to, aspect of the lake toward prevailing winds and sun
exposure; minimum length of 2400' and width of 300'; side slopes at a 10:1 ratio for wake
dissipation. Considerations were also given to the potential for hydrologic recharge for the lake.
A watershed study determined that the affective drainage basin to the lake would be
approximately 49 acres. This would produce a maximum of approximately 1/8 of an inch of
water rise in the lake after a 1 "- 24-hour rain event. This volume was determined to be
inadequate for reliable static pool elevation in the lake. In order to compensate for this potential
hydrologic deficiency, the lake was positioned in an area where the minimum. depth to static
water table is within 3-4 feet from the surface. Two man-made drainage ditches will also
recharge the lake. Impacts to wetlands have been minimized by adjusting the position of the
lake. Impacts will not occur as a result of subdivision lot development. Approximately 80 acres
of the property will be left undeveloped and preserved as green space.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Impacts on-site have been minimized to the extent practicable during lake design. 0.12
acres of jurisdictional wetlands, specifically agriculture drainage ditches, and 0.49 acres of
isolated wetlands (0.28 ac forested floodplain; 0.21 ac forested headwater) will be impacted
by the lake construction. No impacts to surface water features are proposed as a result of
residential lot development. In the event that mitigation for the 0.12 ac. jurisdictional
wetland impact is required, several potential areas have been identified for on-site wetland
enhancement/restoration. These areas have been given cursory review verbally by the
USACE and NCDWQ personnel. Drainage ditches in the northeastern portion of the site
could be plugged and wetland hydrology restored. Approximately two acres of floodplain
wetland could be restored or enhanced via this method. Additionally, approximately 80 acres
of existing upland and bottomland forest will be preserved as green space. Deed restrictions
and conservation easements will be placed on any areas proposed for wetland enhancement
and preservation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://112o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): Payment is not proposed
at this time.
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [:] No
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 [J No
X.
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
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.
Yes ? No ® If you answered "yes", provide the following information:
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 NA 3 NA
2 NA 1.5 NA
Total NA NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Impacts to riparian buffer are not proposed. No buffer mitigation is proposed
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Impervious surface will be less than 5% of the property. Specific stormwater management is not
proposed However, drainage swales will be used along subdivision roads in place of traditional
curb and gutter. Additionally, only areas proposed for construction will be cleared of vegetation.
The majority of the properties wooded character will be preserved enhancing diffuse flow and
stormwater treatment from residential lots and roads.
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.
Individual site septic treatment methods will be employed for the 14 lots on-site. Based on
preliminary soil analysis by a licensed soil scientist lots 3 through 14 are suitable for
conventional septic systems. Lots 1 through 2 will most likely require a low pressure piping
(LPP) system
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
XIV. 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).
/Agent's ignature Date
(Agent's signatu a i only if an authorization letter from the applicant is provided.)
„!= 71
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Figure 1. Site Location Map F
USGS Quadrangle Map
Powhatan, N.C.
Dated 1964; Photorevised 1981
Scale: V = 2,000'
14
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7.5 Minute U5G5 Topographic Location Map
D3 tioldcngs 224, ayette dk 5t. M.A
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Lake Magnolia 51FIANGLER W*-Nc2=2-=7
b Johnston County, NC ?no* 0 zoos?.ys a .e. rx?. ?c I FHV1Wwr. N1A , IN' (91915464M
- 224 raycttenk 9t. Mtr
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e Johnston County, NC "w4a 0 wo65r,.# e-to W- 2 EwRCmmrwN. "+c:.019)54GOM
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A.ddttiotaal Provisions Addeadum
4968 NC 210 West, Smithfield, NC 27577
1. Sewer System: This Contract is contingent upon Buyer obtaining an ImPr_ ovement
Permit or written evaluation from the County Health Department ("County') for a
conventional ground absorption sewage system for a four bedroom home each on 15
(fineen) separate home sites. All costs and expenses of obtaining such Permits or written
evaluation shall be borne by Buyer, except Seller', by no later than July 29`t; 2005, shall
be responsible for clearing that portion of the Property required by the County to perform
its tests and/or inspections. Buyer shall use Buyer's best efforts to obtain such Permit or
written evaluation. If the ground absorption sewage system is not allowed, Buyer may
terminate this Contract and the Earnest Money Deposit shall be reftded to Buyer.
Buyer waives this condition unless Buyer provides written notice to Seller by July 290',
2005 that this condition cannot be satisfied, time being of the essence.
2. Subdivision Permitting.- This Contract is contingent upon Buyer obtaining an
Improvement Permit or written evaluation from the County Planning Department
("County') for a 15 (fifteen) home Subdivision eoaWning four bedroom home sites. All
costs and expenses of obtaining such Permits or written evaluation shall be borne by
Buyer, except Seller, by no later than July Z9 h, 2005, shall be responsible for clearing
that portion of the Property required by the County to perform its tests and/or inspections.
Buyer shall use Buyer's best efforts to obtain such Permit or written evaluation. If the
Subdivision plan is not allowed, Buyer may terminate this Contract and the Earnest
Money Deposit shall be refunded to Buyer. Buyer waives this condition unless Buyer
provides written notice to Seller by July 2Vs 2005 that this condition cannot be satisfied,
time being of the essence.
3. Intended Use Perm" 89: This Corrtract is contingent upon Buyer obtaining all
required Permits or written evaluations from the County Planning Department
("County'j, State Planning Department and Federal Plano ing Department for
construction and completion of a Tournament Water Ski Lake, including all soil testing,
environmental impact permits, and any related permits required, situated in the lower
Flood plain of the property. All costs and expenses of obtaining such Permits or written
evaluation shall be home by Buyer, except Seller, by no later than July 29`s, 2005, shall
be responsible for cleating that portion of the Property required by the County to perform
its tests and/or inspections. Buyer shall use Buyer's best efforts to obtain such Permit or
written evaluation. If the Tournameat Water Ski Lake is not allowed, Buyer may
terminate this Contract and the Earnest Money Deposit shall be refiuaded to Buyer.
Buyer waives this condition unless Buyer provides written notice to Seller by July 29s,
2005 that this condition cannot be satisl•7iod, time being of the essence.
4. Soul, Water, Utilities and Environmental Contingency: This Contract is contingent
upon Buyer obtaining report(s) that (i) the soil is suitable for Buyer's Intended Use, (ii)
Utilities and Water are available to the property for all 15 homesites, (iii) there is no
!V:Sr!
?u7s'} tr??T?!?i?.e'`E.'? ??kcxe'itis 4titol (?t
environmental contamination, law, rule, or regulation that prohibits, restricts, or limits
Buyer's Intended Use, and (iv) there is no Flood )Hazard that prohibits, restricts, or limits
Buyer's intended Use (collectively the "Reports"). All costs and expenses of obtaining
the Reports shall be home by Buyer. Buyer shall use Buyer's best efforts to obtain such
Reports. If the Reports cannot be obtained, Buyer may terminate this Contract and the
Earnest Money Deposit shall be refunded to Buyer. Buyer waives this condition unless
Buyer provides written notice to Seller by July 29s', 2005 that this condition cannot be
satisfied, time being of the essence.
5. pjot of Exxtry, Restoration, and Indemnity: Buycr and Buyer's agents and
contractors sbtall brave the right to enter upon the property for the purpose of appraising,
and performing the tests and inspections permitted in the Contract and Addendum. if
Buyer terminates this Contract as provided herein, Buyer shall, at Buyer's expense,
restore the Property to substantially its pre-entry condition within 30 days of Contract
termination. Buyer will indemnify and hold Seller bimnaless from all loss, damage,
claims, suits, or costs, which shall arise out of any contract, agree7oq tm4 or injury to any
person or property as a result of any activities of Buyer and Buyer's agents and
contractors relating to the property. This indemnity shalt survive this contract and any
termination hereof Notwithstanding the foregoing, Seller shall be responsible for any
loss, damage, claim, suit, or cost arising out of pre-existing conditions of the property
and/or out of Seller's negligence or willful acts or omissions.-
Additional Earnest Monies A.ddeadum
Buyer to pay additional Earnest Monies at the following Schedule:
• $90,000 at approval of Sewer System Permitting (#1 above)
$100,000 at approval of Subdivision, Intended Use Permitting, and Soil, Water,
Utilities and Environmental Contingencies (#2, #3, and #4 above)
Buyer: TA3 Holdings, Inc. Seller: Sylvia P- Arnick
7-4 Af!Q1kL-.
Date
Date
.QG E 2 61 :
l w ArF William G. Ross Jr., Secretary
?O 9p North Carolina Department of Environment and Natural Resources
_O (? +Y Alan W. Klimek, P.E. Director
RECEIVED JUJ 0 S 240# Colleen H. Sullins, Deputy Director
> -4 Division of Water Quality
O ?
July 5, 2005
NBRRO#05-178
County: Johnston
Sean Peffer
Spangler Environmental, Inc.
224 Fayetteville Street Mall, Suite 400
PO Box 387
Raleigh, NC 27602
Attn: Mr. Peffer
BASIN: Tar-Pamlico
Neuse River X
(a 5A NCAC 2B.0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Amick Property Proposed Ski Lake
Location/Directions: Located off of 210 east of 140.
Subject Stream:
T TT to MiAAIP L'rPPk
Date of Determination: 6/24/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on USGS
Topographic
A Subject X X
B Subject X X
C Not Subject X

AWWA
Raleigh Regional Office 1628 Mail Service Center N D®
Water Quality Section Raleigh, NC 27699-1628
phone 1 facsimile (9 9) 571-4718 1-877-623-6748
7/5/2005
Page 2 of 2
This on-site determination shall expire five (5) 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 do Cyndi Karoly, DWQ Wedands1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface waterfront the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date thatyou 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 nod ied of
this decision. DWQ recommends that the applicant conduct this notifcadon 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 150B 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 4041401 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: Ahmad Al-Sharawneh - Land Quality, 3800 Barrett Drive, Raleigh, NC
Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
Debbie Edwards-Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project I Site: Lake Magnolia / Project #200504060 Date: 6/9/05
Applicant / Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Wetland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flap Q20
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Sphagnum L. H FACW 9. Quercus phellow T FACW-
2. Carex spp. G FAC 10. Acer rubrum T FAC
3. Arundinaria aigantea Q FACW 11.
4. Smilax spp. V FAC 12.
5. Toxicodendron radicons V FAC 13.
6. Saururus cernuus H QBL 14.
7. Liguidambar s ractua T FAC+ 15.
8. Quercus velutina Lam. T FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
X Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): thermic Fluvaquentic Endoaquepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-1 O Organic matter layer
-
0-4 A 2.5YR 4/2 Clay loam
4-10 B 2.5YR 511 10YR 5/6 Several / 40% Clay loam
10-16+ B 2.5YR 511 Clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime X Listed On Local Hydric Soils List
x Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
- DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Lake Magnolia / Project 4200504060 Date: 6/9/05
Applicant / Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Wetland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flap 020
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Carex spp. G FAC 9. Quercus phellow T FACW-
2. Smilax spp V FAC 10. Acer rubrum T FAC
3. 11.
4. 12.
5. Toxicodendron radicons V FAC 13.
6. Saururus cernuus H OBL 14.
7. Liguidambar styraciAua T FAC+ 15.
8. Quercus velutina Lam. T FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC,,=). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
X Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
' SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): thermic Fluvaquentic Endoaquepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-1 O Organic matter layer
0-4 A 2.5YR 4/2 Clay loam
4-10 B 2.5YR 5/1 10YR 5/6 Several / 40% Clay loam
10-16+ B 2.5YR 511 Clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed On Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Lake Magnolia / Project #200504060 Date: 6/9/05
Applicant I Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Wetland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flag 13
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Osmunda sensibilis H OBL 9.
2. Woodwardia areolata H OBL 10.
3. Woodwardia virginica H OBL 11.
4. Smilax spp. V FAC 12.
5. Vaccinium corymbosum S FACW 13.
6. Carex spp. G FAC 14.
7. Liguidambar s racillua T FAC+ 15.
8. Sphagnum L. H FACW 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 1.00%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
-Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Water not encountered within first 30 centimeters of soil profile.
SOILS
Map Unit Name
(Series and Phase): Tomotley Drainage Class: Somewhat poorly
drained
Taxonomy (Subgroup):-thermic Typic Endoaquults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
2-0 O Organic
0-16+ B Off Chart <20% sand grains
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon x High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Soil very dark and not listed on Munsell chart. Very similar to lower coastal plain soil.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Lake Magnolia / Project #200504060 Date: 6/9/05
Applicant / Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Upland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flag 13
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Vitis SP P. V FAC 9. Ilex opaca Ait. T FAQ-
2. Woodwardia areolata H OBL 10. Ouercus velutlna Lam. T FAC
3. Woodwardia virginica H OBL 11.
4. Smilax spp. V FAC 12.
5. Vaccinium corymbosum S FACW 13.
6. Carex spp. G FAC 14.
7. Liquidambar .styracillua T FAC+ 15.
8. Sphagnum L. H FACW 16. _
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAG-). 90%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) x FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Sampling point is located within the 100-year floodplain.
SOILS
Map Unit Name
(Series and Phase): Tomotley Drainage Class: Somewhat poorly
drained
Taxonomy (Subgroup):-thermic Typic Endoaquults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
2-0 O Organic
0-16+ B Off Chart <20% sand grains
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon x High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
X Reducing Conditions Listed on. National Hydric,Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Soil very dark and not listed on Munsell chart. Very similar to lower coastal plain soil.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes No X
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes No X
Remarks:
Day q 4
Triage Che List
?
i,
Lczt
ProJ'eEt Name:
DW #: -30
wa CA P Y County:
To: ? ARO Kevin Barnett *0 WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
?YRRO MR40 Alan Johnson ? WSRO Daryl Lamb
Mike Horan
"? ?`
ne: (919)
From: L Telephone:
`?u your evaluation.
The file attached. Is being forwarded our for
Please call if you nee&as tance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface'.waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings? -
? Cumulative impact concern
I L
SPANGLER ENVIRONMENTAL, INC. DS - 143o
Land Planning • Permitting • Environmental Consulting - Construction Management • Expert Testimony
LETTER OF TRANSMITTAL
Date: September 2, 2005
Name: Ms. Cyndi Karoly SEF 2 zN5
,ENDS AN DA 0"ATER BNCH
Company Name: NC Division of Water Quality
From: Jim Spangler
WE ARE SENDING YOU:
X Attached
X Shop Drawings
X Letters
Reports
RE: Lake Magnolia -Response to Request for
More Information
SEI * 200504061
Under Separate Cover via
Specifications
Change Order
Computer Disk
Invoices
Reproducibles
Samples
COPIES DATE DESCRIPTION
Response to Request for More Information, Copy NCDWQ Letter-
1 9/2/05 Request for More Information, Revised Lake Magnolia Site Plan
THESE ARE TRANSMITTED as checked below:
For Approval Approved as Submitted Resubmit Copies for Approval
For Your Use Approved as Noted Submit Copies for Distribution
As Requested Return for Corrections Return Corrected Prints
X For Review & Comment FOR BIDS DUE Other
COMMENTS: Please feel free to call me if you need additional information
SIGNED: Lorraine M. Heidorn for JAS CC:
224 Fayetteville Street Mail, Suite 400 P.O. Box 387 Raleigh, N.C. 27602 tel [phone] fax [phone]
3961-B Market Street Wilmington, N.C. 26403 tel [phone] fax [phone]-SPANGLER www.spanglerenvironmental.com

SPANGLER
ENVIRONMENTAL, INC.
Land Planning • Permitting • Environmental Consulting - Construction Management • Expert Testimony
September 2, 2005
Ms Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
NCDENR-DWQ
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
RE: DWQ Project # 05-1430 Johnston County (Lake Magnolia, Highway 210, Smithfield)
Dear Ms. Karoly,
Thank you for contacting us via e-mail regarding the above-referenced project. We received the attached letter
dated August 16, 2005 via e-mail, and are responding thereto, as Agent for the Applicant.
1. The quantities referenced in your letter are incorrect, and are not contained in our July 27, 2005 application.
The correct quantities from our application are repeated in the tabular data contained in the application, and are
as follows:
"Proposed wetland impacts include 0.49 acres of isolated wetlands (0.21 ac. forested headwater; 0.28 ac.
forested floodplain) and 0.12 acres of jurisdictional 14041 wetlands consisting of man-made naturalized
drainage ditches. "
2. As the anticipated lake design uses the existing water table elevation as the static pool elevation, no drainage
or impact to any remaining wetlands, isolated or otherwise, will result. Supplemental groundwater pumping
from several hundred feet away, from a deep well, will provide additional drought inputs into the lake and will
have the effect of maintaining water table elevations in the vicinity of the lake during periods of diminished or
no rainfall, and will effectively provide for extended periods of affirmative wetlands hydrology via recharge.
The un-impacted remaining wetland on the southern end of the lake will remain hydrologically connected to the
lake (see exhibit in application). Furthermore, the remaining isolated wetlands located generally north of the
proposed lake, according to the delineation map provided with the application, are down gradient (based on
existing topography) from the lake location, and are also more proximally located adjacent to Middle Creek.
Based on topographic data and direct observation several times during the period May through August 2005,
Middle Creek's stage is below the elevation of the water table in the location of the remaining isolated
wetlands. Therefore, based on this evidence, it is probable that these wetlands are in a position that is
hydrologically down gradient from the proposed lake, and hydrologically up gradient from the stage height of
Middle Creek. This fact further supports the conclusion that lake construction will not have the effect of
draining the remaining isolated wetlands. Indeed, construction of the lake should allow for continued wetland
hydrology and provide recharge to wetlands that presently may not occur.
224 Fayetteville Street Mall, Suite 400 P.O. Box 387 Raleigh, N.C. 27602 te1919-546-0754 fax [phone]
3961-B Market Street Wilmington, N.C. 28403 te1910-343-9375 fax ,910-343-8351 1-866-SPANGLER www..Vanglerenvimnmental.(rom
69
SPANGLER
ENVIRONMENTAL, INC.
land Planning • Permitting • Environmental Consulting • Construction Management • Expert Testimony
3. All lots are buildable without any wetlands fill. The only wetland impacts are resultant from excavation of
the lake. This point was explicitly stated in paragraph 11 of the application. Two lots on the southern end of
the lake contain a portion of the remaining isolated wetland, however, no fill in wetlands is required for
development of the lots. An exhibit showing the building envelope for these lots is attached, as requested.
4. The address listed for our office on the CC list includes an incorrect zip code. The correct zip code is
27601.
We hope this provides you with the necessary information to process your authorization of the impacts
proposed. Thank you again for utilizing e-mail to communicate your needs to us-it has saved us valuable
time. Please contact me, as Agent for the Applicant, should you have any questions.
Sincerely,
Spangler Environmental, Inc.
As Agent for the Applicant, Ms. Sylvia Amick
James A. Spangler
President
Attachements
CC: Mike Horan, NCDWQ RRO
Jean Manuele, USACE Raleigh
Dave Harris, Lake Magnolia LLC
224 Fayetteville Street Mall, Suite 400 F.O. Box 387 Raleigh, N.C. 27602 tel [phone] fax [phone]
3%1-1) Market Street Wilmington, N.C. 28403 te1910-343-9373 fax [phone]-SPANGLER www.spanglerenvirontwnial.com
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C.0 October 13, 2005

Ms. Sylvia Amick
c/o Mr. David Harris, Manager
Lake Magnolia, LLC
438 Dog Leg Drive
Fernley, NV 89408-5663
Subject Property: Lake Magnolia
Middle Creek [030403, 27-43-15-(4), C, NSW
Approval of 401 Water Quality Certification with Additional Conditions
Ladies and Gentlemen:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 0
Johnston County
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.12 acres of 404 wetlands and 0.49 acres of isolated
wetlands for the purpose of constructing a water skiing lake and subdivision at the subject
property, as described within your application dated July 27, 2005, and received by the N.C.
Division of Water Quality (DWQ) on July 29, 2005, with more information received by the
DWQ on September 2, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) NW39 when issued by the US Army
Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but
not limited to) Erosion and Sediment Control, Non-discharge, and other regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
NonehCaro na
Xatarally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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Lake Magnolia, LLC
Page 2 of 3
October 13, 2005
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved Units Plan Location or Reference
404/CAMA Wetlands 0.12 acres PCN, a e 4
Isolated Wetlands 0.49 (acres) PCN, page 4
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
b. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
Lake Magnolia, LLC
Page 3 of 3
October 13, 2005
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar,high visibility material) for the areas that have been approved
to infringe within the buffer, wetland or water prior to any land disturbing activities to
ensure compliance with 15A NCAC 213.0233 and GC 3402;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected stream buffers such that it
will not re-concentrate before discharging into a stream as identified within 15A NCAC
2B .0233 (5). If this is not possible, it may be necessary to provide stormwater facilities
that are considered to remove nitrogen. This may require additional approval from this
Office.
7. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically
issued to the project. This General Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or more acres],
full compliance with permit conditions including the sedimentation control plan, self-
monitoring, record keeping and reporting requirements are required. A copy of this permit
and monitoring report forms may be found at
http://h2o.enr.state.nc.us/su/Forms Documents.htm.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms. shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample
deed notification may be modified as appropriate to suit to this project.
Lake Magnolia, LLC
Page 4 of 3
October 13, 2005
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
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 Cyndi Karoly or Ian McMillan in the
Central Office in Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office
at 919-791-4250.
Sincerely,
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3402
Certificate of Completion
cc: Jim Spangler, Spangler Environmental, Inc., 224 Fayetteville Street Mall, Suite 400, Raleigh, NC
27616
USACE Raleigh Regulatory Field Office
Mike Horan, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051430LakeMagno1ia(Johnston)40 l
OF w A rFR Michael F. Easley, Governor
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August 16, 2005
DWQ Project # 05-1430
Johnston County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Ms. Sylvia Amick c/o David Harris, Manager
Lake Magnolia, LLC
438 Dog Leg Drive
Fernley, NV 89408-5663
Subject Property: Lake Magnolia
NC Highway 210, Smithfiled, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Harris:
On July 29, 2005, the Division of Water Quality (DWQ) received your application dated July 27,
2005, to impact 0.032 acres of jurisdictional 404 wetlands and 0.32 acres of isolated wetlands to
construct the private, man-made waterski lake subdivision. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The
DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required
by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this,
additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
• Will the lake alter the hydrology of the remaining isolated wetlands?
• Are all lots buildable without additional wetland fill?
• Please provide building envelopes for all lots with wetlands.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
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Lake Magnolia, LLCt
Page 2 of 2
August 16, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKlijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jim Spangler, Spangler Environmental, Inc., 224 Fayetteville Street Mall, Suite 400,
Raleigh, NC 27616
Filename: 051430LakeMagnolia(Johnston)On_Hold
DWQ 05-14'{0 Lake Magnolia
Subject: DWQ 05-1430 Lake Magnolia
From: Laurie Dennison <[e-mail]>
Date: Wed, 17 Aug 2005 14:30:00 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051430LakeMagnolia(Johnston)On_Hold.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1 8/17/2005 3:14 PM
69
SPAN LER
ENVIRONMENTAL, INC.
29-Jul-05
Land Planning Permitting Environmental Consulting Construction Management Expert Testimony
LETTER OF TRANSMITTAL
Date:
Name: Ms. Cyndi Karoly
Company Name: N.C. Division of Water Quality
From: Jim Spangler
WE ARE SENDING YOU:
X Attached
X Shop Drawings
Letters
Reports
p
i
9005 1 4 3Q
C ?ROWF? p
JUL 2 9 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
RE: Proposed Lake Magnolia Permitting
SEI #: 200504061
Under Separate Cover via
Specifications
Change Order _
Computer Disk
Invoices
Reproducibles
Samples
COPIES DATE DESCRIPTION
Nationwide Permit 39 / WQC 3402 / Isolated Wetland Permit
7 1 7/27/2005
THESE ARE TRANSMITTED as checked below:
X For Approval Approved as Submitted
For Your Use Approved as Noted
As Requested Return for Corrections
For Review & Comment FOR BIDS DUE
Resubmit Copies for Approval
Submit Copies for Distribution
Return Corrected Prints
Other
SIGNED: CC:
224 Fayetteville Str Mall, Suite 400 P.O. Box 387 Raleigh, N.C. 27602 tel [phone] fax [phone]
3961-B Market Street Wilmington, N.C. 28403 tel [phone] fax [phone]-SPANGLER www.spanglerenvironmental.com
69
SPANGLER
ENVIRONMENTAL,, INC.
Land Planning • Permitting • Environmental Consulting • Construction Management • Expert Testimony
July 27, 2005
U.S. Army Corps of Engineers N.C. Division of Water Quality
Attn: Ms. Jean Manuele Attn: Ms. Cyndi Karoly
6508 Falls of Neuse Road, Suite 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Subject: NWP 39, WQC 3402 & Isolated Wetland Permit
Proposed Lake Magnolia - Private Water Ski Lake Subdivision
Amick Property (±135 ac)
Johnston County, NC
SEI Project #200504061
Dear Ms. Manuele and Ms. Karoly:
Spangler Environmental, Inc. (SEI) is requesting the use and approval of Nationwide Permit 39,
Water Quality Certification GC3402, and State general permit for impacts to isolated wetlands
(IWGP 100000). SEI is acting on behalf of Ms. Sylvia P. Amick (property owner) and Mr. David
Harris of Lake Magnolia, LLC (applicant). Request for approval of the above referenced permits
relates to jurisdictional and isolated wetland impacts associated with the construction of a private
14-lot subdivision and associated lake amenity. Proposed wetland impacts include 0.49 acres
of isolated wetlands (0.21 ac. forested headwater; 0.28 ac. forested floodplain) and 0.12
acres of jurisdictional wetlands consisting of man-made naturalized drainage ditches.
The project site is located approximately five miles west of the town of Smithfield along the north
side of NC Highway 210 in rural Johnston County, North Carolina (Lat: N35130.396' / Lon:
W78026.423'). A private subdivision and a lake will be constructed on the site. The lake, which
will be 23.8 acres in size, is specifically designed for competition style skiing. The subdivision
will consist of 14 lots, all developed in the upland portion of the site. Existing unimproved roads
on the property (approximately 1.7 miles) will be maintained for walking and jogging trails.
SEI conducted a detailed wetland delineation on the property in late May 2005. Our delineation
was field verified by Ms. Jean Manuel with the ACOE Raleigh Regulatory Field Office. Mr.
Mike Horan with the NCDWQ Raleigh Regional Office conducted a Neuse River Buffer
determination in late June 2005. A copy of the Buffer Determination completed by Mr. Horan is
attached. A wetland survey map is being prepared in conjunction with this application and will
subsequently be submitted to the USACOE for signatory approval.
Impacts totaling 0.49 acres of isolated wetlands (forested headwater 0.21 ac; forested floodplain
0.28 ac) and 0.12 acres of jurisdictional drainage ditches will result from the excavation of the
lake. Approximately 9,700,000 cubic feet (359,260 cubic yards) of soil will be excavated during
lake development. All excess spoil material from the excavation will be placed along upland
portions of the site.
224 Fayetteville Street Mail, Suite 400 P. 0. Box 387 Raleigh, N.C. 27602 tel [phone] fax [phone]
3961-B Market Street Wilmington, N.C. 28403 tel[phone] fax [phone]-SPANGLER spangler-sei.com
Adjusting the position of the lake in an effort to avoid wetland features has minimized impacts.
Selection of the site property and location of the lake was specifically chosen according to
requirements for competition style water ski lakes. Some considerations in lake layout and
design include the aspect of the lake perpendicular to prevailing winds and sun exposure;
minimum length of 2400' and width of 300'; side slopes at a 10:1 ratio for wake and wave
dissipation; and a minimum effective depth of six feet for low-speed boat draft. Considerations
were also given to the potential for hydrologic recharge for the lake. A watershed study
determined that the affective drainage basin to the lake is approximately 49 acres. This would
produce a maximum of approximately 1/8 of an inch of water rise in the lake after a 1 "- 24-hour
rain event. This volume was determined to be inadequate for reliable static pool elevation in the
lake during summer months. In order to compensate for this potential hydrologic deficiency, the
lake was positioned in an area where the minimum depth to static water table is within 3-4 feet
from the surface. Two existing man-made drainage ditches will also recharge the lake.
Impacts on-site have been minimized to the extent practicable during lake design. No impacts to
surface water features are proposed as a result of residential lot development. In the event that
mitigation is required, several potential areas have been identified for on-site wetland
enhancement. Drainage ditches in the northeastern portion of the site could be plugged and
wetland hydrology restored. Additionally, approximately 80 acres of existing upland and
bottomland forest will be preserved as green space. Deed restrictions and conservation easements
may be placed on any areas proposed for wetland enhancement and/or preservation.
Should you have questions or need additional information please do not hesitate to contact our
office.
Sincerely
Spangler Environmental, Inc.
James A. Spangler, CEI
President
Attachments: 1) PCN Form
2) Figure 1- USGS Topographic Map
3) Figure 2 - Soil Suney Map
4) Agent Authorization
5) Buffer Determination Letter
6) Wedand/Upland Data Forms
7) Lake Layout and Design Plans
69
SPANGLER
ENVIRONMENTAL, INC.
Office Use Only: O F r5 Version May 002
USACE Action ID No. DWQ No. V
(if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
R Section 10 Permit ® Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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) heck here:
II. Applicant Information
1 ? ZQpS
1. Owner/Applicant Information JUL,
Name: Ms. Sylvia Amick c/o Mr. David Hauisb
Mailing Address: Lake Magnolia, LLC
438 Dog Leg Drive
Fernley, NV 89408-5663
Telephone Number: Fax Number:
E-mail Address: Contact Spangler Environmental, Inc.
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: Spangler Environmental, Inc.
Company Affiliation: Mr. Jim Spangler, President
Mailing Address: 224 Fayetteville Street Mall, Suite 400
Raleigh, NC 27616
Telephone Number: 919-546-0754 Fax Number: 919-546-0757
E-mail Address: jpangler(c?,spanglerenvironmental.com
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: Lake Magnolia
2. T.I.P. Project Number or State Project Number (NCDOT Only)
3. Property Identification Number (Tax PIN): 1664-62-0372
4. Location
N/A
County: Johnston Nearest Town: Smithfield
Subdivision name (include phase/lot number): Lake Magnolia
Directions to site (include road numbers, landmarks, etc.): The site is located approximately
five miles west of the town of Smithfield along the north side of NC Highway 210. The site
can be accessed from exit 219 off US Highway 40 via NC Highway 42 east. The site is
approximately five miles from this exit.
5. Site coordinates, if available (UTM or Lat/Long): Lat: N35°30.396' / Lon: W78°26.423'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres)
135.79 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is wooded, with the exception of a fallow field
along the western portion of the property. Two residences are located on-site along the
southern portion of the property. No other permanent structures were identified on-site.
Several unimproved access roads transect the property allowing relatively easy access.
The property is located in rural central Johnston County, North Carolina. Undeveloped
property is adjacent to the site to the north, south, east, and west. Residential property is
located along NC 210.
10. Describe the overall project in detail, including the type of equipment to be used:
A private subdivision will be constructed in upland portions of the property and will consist
of 14 lots each a minimum of one acre. A competition waterski lake will be excavated in
lowland portions of the site. This lake will be 23.8 acres in size. Typical excavating and
grading equipment will be used during site development.
11. Explain the purpose of the proposed work: A private, man-made waterski lake subdivision
will be constructed. The lake will be for used by subdivision residents only. It will be
specifically designed for competition skiing. The subdivision will consist of 14 lots, all
developed in the upland portion of the site. Each lot will be a minimum of one acre.
Approximately 80 acres on-site will be preserved as green space. Existing unimproved roads
on the property (approximately 1.7 miles) will be maintained for walking and jogging trails.
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.
A detailed wetland delineation was completed on the property in late May 2005. Our delineation
was field verified by Ms. Jean Manuel with the USACE Raleigh Regulatory Field Office. A
Neuse River Buffer determination was conducted on-site in late June 2005 by Mr. Mike Horan
with the NCDWQ Raleigh Regional Office. The attached soil survey map and USGS quadrangle
map depict the features reviewed during this field determination. The feature labeled as "C" on
the soil survey map was determined not to be subject to the buffers. Middle Creek (feature "B")
and a UT to Middle Creek (feature "A") are subject to the buffers. A copy of the Buffer
Determination completed by Mr. Horan is attached. A wetland survey map is being prepared in
conjunction with this application and will be submitted to the USACE for signatory approval.
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 additional water quality permits will be required. No additional wetland or stream impacts
are anticipated with the development of the subdivision lots and associated roads and amenities.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts to jurisdictional and
isolated wetlands will result from the excavation of a water ski lake. A total of 0.49 acres of
isolated wetlands (forested headwater 0.21 ac; forested floodplain 0.28 ac) and 0.12 acres of
jurisdictional drainage ditches will result from the excavation of the lake. The lake will be
excavated down to the water table, which is at an average depth of 3-4 feet below the us.
The cross- sectional profile of the proposed lake is shown in detail on the attached design
plans. Lake hydrology will be established and maintained by utilizing groundwater
discharge, overland flow, and diversion via existing drainage ditches. Approximately
9,700,000 cubic feet (359,260 cubic yards) of soil will be excavated during lake
development. All overburden will be placed along upland portions of the site. No stream
impacts are proposed. No fill will be placed in the 100 year floodplain.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Excavation & 365 ft
A Flooding/ 0.21 No UT Middle Forested Headwater
Isolated Permanent Creek

B Excavation & 450 ft
Man-made, naturalized
Jurisdictional Flooding/ 0.12 No UT Middle drainage ditch
Permanent Creek
C Excavation & 300 ft
Isolated Flooding/ 0.28 Yes Middle Creek Forested Floodplain
Permanent
4
* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wwNv.1ema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: approx. 5 ac.
Total area of wetland impact proposed: Isolated: 0.49 ac. Jurisdictional: 0.12 ac.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
No stream impacts are proposed
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.map(jucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: No impacts are proposed
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name Wat Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
No open water impacts are proposed
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ® wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): The lake will be constructed by excavating down to the
static water table level. Lake hydrology will be established and maintained by utilizing
groundwater discharge, overland flow, and diversion via existine drainaee ditches.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Amenity to a private subdivision that will be used by
residents as a water ski lake.
Size of watershed draining to pond: ±49 acres Expected pond surface area: 23.8 acres
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Selection of the site property and location of the lake was specifically chosen according to
requirements for competition style water ski lakes. Some considerations in lake layout and
design include, but are not limited to, aspect of the lake toward prevailing winds and sun
exposure; minimum length of 2400' and width of 300'; side slopes at a 10:1 ratio for wake
dissipation. Considerations were also given to the potential for hydrologic recharge for the lake.
A watershed study determined that the affective drainage basin to the lake would be
approximately 49 acres. This would produce a maximum of approximately 1 /8 of an inch of
water rise in the lake after a I "- 24-hour rain event. This volume was determined to be
inadequate for reliable static pool elevation in the lake. In order to compensate for this potential
hydrologic deficiency, the lake was positioned in an area where the minimum depth to static
water table is within 3-4 feet from the surface. Two man-made drainage ditches will also
recharge the lake. Impacts to wetlands have been minimized by adjusting the position of the
lake. Impacts will not occur as a result of subdivision lot development. Approximately 80 acres
of the property will be left undeveloped and preserved as green space.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
6
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm1.
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.
Impacts on-site have been minimized to the extent practicable during lake design. 0.12
acres of jurisdictional wetlands, specifically agriculture drainage ditches, and 0.49 acres of
isolated wetlands (0.28 ac forested floodplain; 0.21 ac forested headwater) will be impacted
by the lake construction. No impacts to surface water features are proposed. as a result of
residential lot development. In the event that mitigation for the 0.12 ac. jurisdictional
wetland impact is required, several potential areas have been identified for on-site wetland
enhancement/restoration. These areas have been given cursory review verbally by the
USACE and NCDWQ personnel. Drainage ditches in the northeastern portion of the site
could be plugged and wetland hydrology restored. Approximately two acres of floodplain
wetland could be restored or enhanced via this method. Additionally, approximately 80 acres
of existing upland and bottomland forest will be preserved as green space. Deed restrictions
and conservation easements will be placed on any areas proposed for wetland enhancement
and preservation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): Payment is not proposed
at this time.
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
7
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
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 E] 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes E] No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 NA 3 NA
2 NA 1.5 NA
Total NA NA
Lone 1 extends out sU teet perpendicular trom near bank of cnannel; Gone l extends an
additional 20 feet from the edge of "Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Impacts to riparian buffer are not proposed. No buffer mitigation is proposed
8
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Impervious surface will be less than 5% of the property specific stormwater management is not
proposed However, drainage swales will be used along subdivision roads in place of traditional
curb and gutter. Additionally, only areas proposed for construction will be cleared of vegetation.
The majority of the properties wooded character will be preserved enhancing diffuse flow and
stormwater treatment from residential lots and roads.
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.
Individual site septic treatment methods will be employed for the 14 lots on-site. Based on
preliminary soil analysis by a licensed soil scientist lots 3 through 14 are suitable for
conventional septic systems. Lots 1 through 2 will most likely require a low pressure piping
(LPP) system
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
NA
Julv 27
re
Date
(Agent's signatu?t4s-valid only if an authorization letter from the applicant is provided.)
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Figure 1. Site Location Map O ;.23fi `
USGS Quadrangle Map .. ?'
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Dated 1964; Photorevised 1981 .G '
Scale: V - 2,000'
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Johnston C -Fe4t 0 20051 .?aMO9" n- ? ? M
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A,ddittitomtal Provisions Add_en_auun
4968 NC 210 West, SmittJ Geld, NC 27577
1. Sewer System: This Contract is contingent upon Buyer obtaining an Improvement
Permit or written evaluation from the County Jlealth Department (" County') 'for a
conventional ground absorption sewage system for a four bedroom home each on IS
(fiften) separate home sites. All costs and expenses of obtaining such Permits or written
evaluation shalt be bomne by Buyer, except Seller, by no later than July 201, 2005, shall
be responsible for clearing that portion of the Property required by the County to perform
its tests and/or inspections. Buyer shall use Buyer's best eBbrts to obtain such Permit or
written evaluation. If the ground absorption sewage system is not allowed, Buyer may
terminate this Contract and the Earnest Money Deposit shall be refunded to Buyer.
Buyer waives this condition unless Buyer provides written notice to Seller by July 29m,
2005 that this condition cannot be satisfied, time being of the essence.
2. Subdivision Permitting-' This Contract is contingent upon Buyer obtaining an
Improvement Permit or written evaluation from the County Planning Department
("County") for a 15 (fifteen) home Subdivision containing four bedroom home sites. All _
costs and expenses of obtaining such permits or written evaluation shall be bonne by
Buyer, except Seller, by no later than July 29h, 2005, shall be responsible for clearing
that portion of the Property required by the County to perform its tests and/or inspoutious.
Buyer shall use Buyer's best efforts to obtains such Permit "written evaluation. If the
Subdivision plan is not allowed, Buyer may tern ainate this Contract and the Earnest
Money Deposit sbjdl be refunded to Buyer. Buyer waives this condition unless Buyer
provides written notice to Seller by July 202005 that this condition cannot be satisfied,
time being of the essence.
3. Intended Use Permitting. This Contract is contingent upon Buyer obtaining all
required Permits or written evaluations from the County Planning Department
C° County'), State Planning Department and Federal Planning Department for
construction and completion of a Tournament Water Ski Lake, including all soil testing,
environmental impact permits, and any related permits required, situated in the lower
Flood Plain of the Property. All costs and expenses of obtaining such Permits or written
evaluation shall be borne by Buyer, cscept Seller, by no later than July 29th, 2005, shall
be responsible for clewing that portion of the Property required by the County to perform
its tests and/or inspections. Buyer shall use Buyer's best efforts to obtain such Permit or
written evaluation. If the Tournameat Water Ski Lake is not allowed, Buyer may
terminate this Contract and the Earnest Money Deposit shall be refunded to Buyer.
Buyer waives this condition unless ]Buyer provides written notice to Seller by July 291b
2005 that this condition cannot be satisfied, time being of the essence,
4. SoU, Water, Utilities and EnviroameWd Contingency: This Contract is contingent
upon Buyer obtaining report(s) that (i) the soil is suitable for Buyer's Intended Use, (ii)
Utilities and Water aae available to the property for all 15 bomesites, (iii) there is no
Qjifolr ? ?' r

environmental contamination, law, rule, or regulation that prohibits, restricts, or limits
Buyer's Intended Use, and (iv) there is no flood hazard that prohibits, restricts, or limit'
Buyer's Intended Use (collectively the "Reports'). All costs and expenses of obtaining
the Reports shall be borne by Buyer. Buyer shall, use Buyer's best efforts to obtain such
Reports. If the Reports cannot be obtained, Buyer may terminate this Contract and the
Earacst Money Deposit shall be refunded to Buyer- Buyer waives this condition unless
Buyer provides written notice to Seller by July 29a', 2005 that this condition cannot be
satisfied, time being of the essence.
5. Riipt of Entry, Restoration, and Indemnity: Buyer and ]Buyer's agents and
contractors shall brave the right to enter upon the Property for the purpose of appraising,
and performing the tests and inspections permitted in the Contract and Addendum. If
Buyer terminates this Contract as provided herein, Buyer shall, at Buyer's expense,
restore the Property to substantially its pre-entry condition within 30 days of Contract
termination. Buyer will indemnify and bold Seller harmless from all loss, damage,
claims, suits, or costs, which shall arise out of any contract, agreemtmt, or injury to any
person or property as a result of any activities of Buyer and Buyer's agents and
contractors relating to the property. This indemnity shall survive this contract and any
termination hereof Notwithstanding the foregoing, Seller shall be responsible for any
loss, damage, claim, suit, or cost arising out of pre-existing conditions of the property
and/or out of Seller's negligence or willful acts or omissions.
Additional Earnest Monies ,A,ddeAdum
Buyer to pay additional Earnest Monies at the following Schedule:
• $90,000 at approval of Sewer System Permitting (#1 above)
• $100,000 at approval of Subdivision, Intended Use Perch itting, and Soil, Water,
Utilities and Environmental Contingencies (#2, #3, and #4 above)
Buyer: 1`A3 IJoldings, Inc.
2,1 AEL_L-ZP-05>
Date
Seller. Sylvia P. Amick
Date
4Pc., E Z
wA7-6;9 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`O Alan W. Klimek, P.E. Director
r Colleen H. Sullins, Deputy Director
RECEIVED JLI, 9 aawjj Division of Water Quality
o -?
July 5, 2005
10
NBRRO#05-178
County: Johnston
Sean Peffer
Spangler Environmental, Inc.
224 Fayetteville Street Mall, Suite 400
PO Box 387
Raleigh, NC 27602
Attn: Mr. Peffer
BASIN:
Neuse River X Tar-Pamlico
(a 5A NCAC 2B .0233) (15A NCAC 2B.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Amick Property Proposed Ski Lake
Location/Directions: Located off of 210 east of 140.
Subject Stream:
i rr to Middle Creek
Date of Determination: 6/24/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on USGS
Topographic
A Subject X X
B Subject X X
C Not Subject X

Raleigh Regional Office 1628 Mail Service Center M NR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
7/5/2005
Page 2 of 2
This on-site determination shall expire five (5) 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 do Cyndi Karoly, DWQ Wedlands1401 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 notification in order to be certain that third
party appeals are made Ina timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150E 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 4041401 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_ Ahmad Al-Sharawneh - Land Quality, 3800 Barrett Drive, Raleigh, NC
Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
Debbie Edwards-Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Lake Magnolia / Protect #200504060 Date: 6/9/05
Applicant / Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Wetland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flag Q20
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Sphagnum L. H FACW 9. Quercus phello4 4
1 T FACW-
2. Carex spp. G FAC 10. Acer rubrum T FAC
3. Arundinaria gigantea G FACW 11.
4. Smilax spp. V FAC 12.
5. Toxicodendron radicons V FAC 13.
6. Saururus cernuus H OBL 14.
7. Liquidambar s, raciflua T FAC+ 15.
8. Quercus velutina Lam. T FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
x Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
..0 SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): thermic Fluvaquentic Endoaquepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-1 O Organic matter layer
0-4 A 2.5YR 4/2 Clay loam
4-10 B 2.5YR 511 IOYR 5/6 Several / 40% Clay loam
10-16+ B 2.5YR 511 Clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime x Listed On Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Co lors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? 'Yes X No
Remarks:
F"qq
LJ
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Lake Magnolia / Project #200504060 Date: 6/9/05
Applicant / Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Wetland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flag Q20
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Carex spp. Q FAC 9. Quercus phellow T FACW-
2. Smilax spp V FAC 10. Acer rubrum T FAC
3. 11.
4. 12.
5. Toxicodendron radicons V FAC 13.
6. Saururus cernuus H OBL 14.
7. Liquidambar styraciJlua T FAC+ 15.
8. Ouercus velutina Lam. T FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 1'00%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
x Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
I SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): thermic Fluvaquentic Endoaquepts Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-1 O Organic matter layer
0-4 A 2.5YR 4/2 Clay loam
4-10 B 2.5YR 511 10YR 5/6 Several / 40% Clay loam
10-16+ B 2.5YR 511 Clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed On Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma. Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes _X No
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Lake Magnolia / Project #200504060 Date: 6/9/05
Applicant / Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Wetland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flag 13
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Osmunda sensibilis H OBL 9.
2. Woodwardia areolata H OBL 10.
3. Woodwardia virginica H OBL 11.
4. Smilax spp. V FAC 12.
5. Vaccinium cotymbosum S FACW 13.
6. Carex spp. G FAC 14.
7. Liquidambar styraci ua T FAC+ 15.
8. Sphagnum L. H FACW 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.)
Wetland Hydrology Indicators
Primary Indicators:
Inundated
-Saturated in Upper 12"
Water Marks
Drift Lines
Sediment Deposits
x Drainage Patterns in Wetlands
Secondary Indicators:
Oxidized Roots Channels in Upper 12"
x Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Water not encountered within first 30 centimeters of soil profile.
SOILS
Map Unit Name
(Series and Phase): Tomotley Drainage Class: Somewhat poorly
drained
Taxonomy (Subgroup):_thermic Typic Endoaquults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
2-0 O Organic
0-16+ B Off Chart <20% sand grains
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon x High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Soil very dark and not listed on Munsell chart. Very similar to lower coastal plain soil.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Lake Magnolia / Project #200504060 Date: 6/9/05
Applicant / Owner: Spangler Environmental / TD3 Holdings County: Johnston
Investigator: S. Peffer / P. Masten State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Upland
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: Flag 13
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Vitis spp. V FAC 9. flex opaca Ait. T FAC-
2. Woodwardia areolata H OBL 10. Ouercus velutina Lam. T FAC
3. Woodwardia virginica H OBL 11.
4. Smilax spp. V FAC 12.
5. Vaccinium corymbosum S FACW 13.
6. Carex spp. G FAC 14.
7. Liquidambar styracilfua T FAC+ 15.
8. Sphagnum L. H FACW 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 90%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) x FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Sampling point is located within the 100-year floodplain.
SOILS
Map Unit Name
(Series and Phase): Tomotley Drainage Class: Somewhat poorly
drained
Taxonomy (Subgroup):_thermic Typic Endoaquults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
2-0 O Organic
0-16+ B Off Chart <20% sand grains
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon _x High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor -- Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
X Reducing Conditions -- Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Soil very dark and not listed on Munsell chart. Very similar to lower coastal plain soil.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes No X
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes No X
Remarks:
O?O? \ NA
T FRQG

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 1, 2005
DWQ # 2005-1430
Johnston County
CERTIFIED MAIL -
RECEIVED AUG 0 8
Spangler Environmental, Inc.
Attn: Jim Spangler
224 Fayetteville Street Mall, Ste 400
Raleigh, NC 27616
Subject: Lake Magnolia c/o Lake Magnolia, LLC
Application Fee Payment
Mr. Spangler:
On July 29, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on behalf of
Lake Magnolia, LLC for a 401 Certification in Johnston County, North Carolina. Please note that beginning
January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all 401
applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less than
150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams,
the fee is $475. In order for DWQ to begin review and process your request, you must send a check in the
appropriate amount made payable to the N.C. Division of Water Quality. Please reference the above DWQ # in
all future correspondence.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely,
Cyndi Karoly
CBK/lj d
o I
cc: File copy
Q
Central Files AUG $ 2005
?S AND SI E? TER BRNO
20051430 Lake Magnolia (Johnston) Hold for Money
itc
N RA
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:,: h2o.enr stalc.nc,usincwetlands)
Customer Service #: 1-877-623-6748
w A T? Michael F. Easley, Governor
O /9
OCR QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
r Alan W. Klimek, P.E., Director
Division of Water Quality
17 .C Coleen H. Sullins, Deputy Director
Division of Water Quality
August 1, 2005
DWQ # 2005-1430
Johnston County
CERTIFIED MAIL
Spangler Environmental, Inc.
Attn: Jim Spangler
224 Fayetteville Street Mall, Ste 400
Raleigh, NC 27616
Subject: Lake Magnolia c/o Lake Magnolia, LLC
Application Fee Payment
Mr. Spangler:
On July 29, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on behalf of
Lake Magnolia, LLC for a 401 Certification in Johnston County, North Carolina. Please note that beginning
January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all 401
applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less than
150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams,
the fee is $475. In order for DWQ to begin review and process your request, you must send a check in the
appropriate amount made payable to the N.C. Division of Water Quality. Please reference the above DWQ # in
all future correspondence.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely,
Vim! -
1 Cyndi Karoly
CBK/lj d
cc: File copy
Central Files
20051430 Lake Magnolia (Johnston) Hold for Money

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httr:%%h2o.cnr.statc.naus!ncwctlan(is)
Customer Service #: 1-877-623-6748
DWQ# D Date C(,5 /I'?? Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
COR^1
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26+00 27+00 28+00 29 22+OD 23+00 24+00 25+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 50 0 25 50 100
1 inch = 50 ft
FINAL DRAIIING -NOT RELEASED FOR CONSTRUCTION
SHEET
nncnarnvc r1ATG' S~~ ,~~Illlllry~,_ n~n?~u tQV~ nuu 1 1~r
14 U. AM YLOLVII0 A.FZ&A ALA Lnnwn &P I. airnDESIGNED BYE ACB
These drawings are instruments Civil - Sanitary • Environmentol ~J ~~~\A C
of service and as such remain Planning • Desk • Survey 0;••FESS/p•"•,~ the property of the engineer,
No copies or reproductions of Duane Stewart . Q these drawings are permitted 3715 Univemity Drive E L , ' PROPOSED LAKE + DATES 07-28-2005 M4 GNOEM OF
without consent of the engineer. & ASSOCIATES, INC. , N.C. 27701 U on completion of the work Durhamrham.277 ' p ;
al drawings except the contract (919) 490- co ies are to be returned to CONSULTING ENGINEERS fax [phone] STA , 3
G I NE ' e-mail: infoOdksa-tsi.com t engineer. www.dkso-tsi.com HORZ,1'=50' JOHNSTON COUNTY, NORTH CAROLINA 0000
Copyright © 2005 AMP` n rn SCALES VERT• 1'=5' JOB NO.

_ _ _
These drawings are instruments
of service and as ouch remain
the ropert of the engineer, No copies or reproductions of
these drawings are permitted without consent of the engineer.
Upon completion of the work all drawings (except the contract
copies) aro to be returned to the engineer.
Copyright © 2005
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1t ~ i I ~ ~ ~ ~ ~ ~ ~ ~ \ \ \ \ \ i / / 1~ /1 1 \ \ ~ REVISIONS
~ I PROPOSED ' ~ ~ 1 1 TOP OF BANK
/ l ~ W PROPOSED ~ \ \ \ / \ \ ~ r
- -J ` o ~ TOP OF BANK 1 ~ ~ ~
I 4 ~ I ~ ~ woos v \ ~~II ~I'} ~1'~1 1 I t v,v\~~~1 ~.v A / , ,
~J \ PROPOSED EDGE ~~PROPOS / ~ I ~ I I 1 1 1 1 ~ PROPOSED ~ I I i } ~ } I I ~ \ \ / / ,
OF WATER / l ~ ISLAND \ ISLAND ~ ~ `i II ~~11 I r"`~ 1\\ / /
~ ~ ~ IX~TING I ~ / } lil ~I I , \ \ \ /
~ ~ ` ~ PROPOSED ~ o~rc~ \ / i ~ ~ PROPOSED ISLAND IAKE BOTTOtu ~ ~ ( ~ , , ~ ~ l ~ ,I~,I I r , v ~ ,.v
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' I ~ ~ ~ ! = ~ \ ~ PROPOSED ~ ' / / / 1 i / / / / J 1 ~ I ~ I! r t 11/ ~ / 1 ~ ~i0 i" / / .w ~ I t, I//~ 1/ ~ ~ l
1 LOT LINE J 9 /r , , z / 1. ~ 1, , ~ / MF ~ ~ i ~ / /l l 11 ~ ,
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/ i ~ ( ~ 1/~ r( \ I 1 v , - _ ~ q N ~ l 1 1~ , J1 III , A ~ 1 I A ~ v~ -
1 i I / ~ ~ /
A ~1J~ I 1 ~ - \ ~ IMPACT C ~ ~~i'I I I / r'~ ~ ~ _ _ ~ 1 ~ ~ ISOLATED WETLAND ~ , ! ~ _ - ~ - - 11 / j i 1 i
~ ~ ( 11994.0 SF f I i f ~ _ - v ) ~ I ~ i I A
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\ \ 1 \ v ,~e- GENERAL NOTES: ~ ~P~
PROJECT NOTES:
1. LATS 1 AND 2 - NO IMPACTS ARE PROPOSED AT THIS TIME TO 1. BOUNDARY INFORMATION TAKEN FROM UNRECORDED BOUNDARY SURVEY PERFORMED BY ~ ~ AT THIS TIME TO
THE EXISTING ISOLATED WETLAND. TRIANGLE SURVEYORS, INC., DATED 07/13/2005.
2. TOTAL WETLAND AREA = 5.65 AC NTY T POGRAPHIC MAPS. O ! ~ ~ ~ 3 ~ 2. TOPOGRAPHICAL INFORMATION IS FROM JOHNSTON COU 0
TOTAL JURISDICTIONAL WETLAND AREA = 0.34 AC ~C 3. EXISTING STREAMS AND WETLANDS LOCATED BY GLOBAL POSITIONING SYSTEM, SURVEY, OR
TOTAL, ISOLATED WETLAND AREA = 5.31 AC FIELD OBTAINED INFORMATION. p FR p
3. TOTAL IMPACTED WETLAND AREA = 0.61 AC 4. ALL DIMENSIONS AND GRADES SHOWN ON THE PIANS SHALL BE FIELD VERIFIED BY 111E CONTRACTOR •9. 6
TOTAL IMPACTED JURISDICTIONAL WETLAND AREA = 0.12 AC TOTAL IMPACTED ISOLATED WETLAND AREA = 0.49 AC = 0.12 AC PRIOR TO CONSTRUCTION. CONIRACTOR SHALL N011FY 111E OWNER IF ANY DISCREPANCIES EXIST 6~?8 49 AC PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGE.S• NO EXTRA 1
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
, 4. PROPOSED PRESERVATION AREA = 80 AC GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN• DATE: 07-28-2005
5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR N.C.D.O.T. S1TiEET OR
HIGHWAY RIGHT-OF-WAY 111E FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN: CITY SCALE: 1" = 200' RIGHT-OF-WAY: CONTACT LOCAL AU1Ti0RITIES TRAFFIC ENGINEERING DEPARTMENT FOR INFORMATION
ON DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSIRUCTION WIIHIN RIGHT-OF-WAY.
N.C.D.O.T• RIGHT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND JOB N0. 000-00 ENCROACHMENTS (KEEP COPIES ON CONSTRUC110N SITE, ALSO CONTACT N•C.D•O.T. DISTRICT OFFICE
24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). GRAPHIC SCALE
DRAWN BY: DMH 6. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE T'HE
RESPONSIBIUIY OF THE GENERAL CONII~ACTOR.
CHECKED BY: ACB
V IVV LW TVV
7. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H:V) SHALL BE SCALE: 11'=200
APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
JSS T 8. CONTRACTOR SHALL NOTIFY NNORTH CAROLINA ONE CALLN 1-800-632-4949 AT LEAr ST 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HA E EXISTING UTILI ES LOCATED.
CONTRACTOR TO CONTACT ANY LOCAL UTILITIIES THAT PROVIDE THEIR OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL'.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION 3

These drawings are instruments
of service and as such remain
the property of the engineer, No copies or reproductions of
these drawings are permitted without consent of the engineer.
Upon completion of the work afl drawings (except the contract
copies) are to be returned to the engineer.
Copyright © 2005
t
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f & ASSOCIATES, INC.
1 CONSULTING ENGINEERS
} ,~l.•M '
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t ~ ~~Y.q,~ Civil ~ Sanitary ~ Environmental
1 Planning ~ Design ~ Survey wti
~ ` ~ `
` ` l , 3715 University Drive
~ ~ ~ Durham, N.C. 27707
? ~ ` [phone] fez [phone]
~ . t ~ - , e-mail: [e-mail]
~ y .r www.dksa-tsi.com
r Ex~lrrc ? ~
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r EXiSTN~IG r MIEIIANDS Gl~
EXISII f ~ SEAL !M
f r l ~ ~ M
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A1pN Af64
EXISTING DITCH . ~ , of 0 y ~ ~
:Q ' ` '°"3.~ .
IMPACT B 0922
JURISDICTIONAL WETLANDS '~Fti E~'~
/DRAINAGE DITCHES 5 74,66 SF ~ IMPACT A APACT A . G I NE,.•
2 ISOLATED LANI 0,12 AC 9515.21 S >OLATED LAND ° ~ q ~~p`~ 515.21 S ~ l/nnnnl
0.21 AC x.21 AC
3
J PROPOSED Exlsn REVISIONS
TOP OF BANK ~ I"'~
r W PROPOSED o TOP OF BANK
t ~ Q
~ / ~ oosn~o ~ wetl~wos t.
PROPOSED EDGE~~ ~ PSI PRO 0 ~ ~ 1 ~ PROPOSED
~...~~..~~~~~~~~OF WATER ISLAND ~ EXISTING ISLAND
ORC PROPOSED
~ PROPOSED ISLWO LAKE BOTTOf~I
2
-
~ ~ ` T N
EXISTNIC grc~l
~
i, ~ ~ ~ Exec
~ ~ wET~wDs V PROPOSED ~ ~ t
LOT LINE 2 • ~ J P 4
~
~ l~dPA~.L~
ISOLATED WETLAND 5 w,, 4 ~ ~
~ 11994.0 SF .28 AC V
4 J
3 ~ ~ 2 u
~ ~ 1 Is'
~ ~ EXISTING
WERANDS ~ „d.w~ i s s
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~ 7 7
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1 ~ 1
JUL 2 q 2005

M~ PROJECT NOTES: GENERAL NOTES: DENR - WATER ~Uali1Y
WETUNOS AND STORMWATER BRANCH
1, LOTS 1 AND 2 - NO IMPACTS ARE PROPOSED AT THIS TIME TO ' THIS TIME TO 1. BOUNDARY INFORMATION TAKEN FROM U BOUNDARY SURVEY PERFORMED BY TRWr1GlE SURVEYORS, INC., OATED 07/13/2005.
THE EXISTING ISOLATED WETLAND.
2. TOTAL WETLAND AREA = 5,65 AC 2. TOPOGRAPHICAL INFORMATION IS FROM JOHNSTON COUNTY TOPOGRAPHIC MAPS.
TOTAL JURISDICTIONAL WETLAND AREA = 0.34 AC TOTAL ISOLATED WETLAND AREA = 5.31 AC 3. EXISTING STREAMS AND WETLANDS LOCATED BY GLOBAL POSITIONING SYSTEM. SURVEY, OR
FIELD OBTAINED INFORMATION.
3. TOTAL IMPACTED WETLAND AREA = 0.61 AC TOTAL IMPACTED JURISDICTIONAL WETLAND AREA = 0.12 AC 4. ALL D AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR '0Q = 0.12 AC PRIOR TO CONSTRLIC110N. CONTRACTOR SWILL NOTIFY THE OWNER IF ANY 019CREPANCIES EXIST 68j?
TOTAL IMPACTED ISOLATED WETLAND AREA = 0.49 AC ~ ~ PRIOR TO PROCEEDING WIl}f OONSTRUCTION FOR NECESSARY PLAN OR GRADE CWINGES. NO EXTRA 87
COMPENSATION SWILL BE PAID TO THE OONTRIYCTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
4. PROPOSED PRESERVATION AREA = 80 AC GRADES SHOMIN INOOfBtEC1LY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. DATE: 07-28-2005
5. BEFORE STARTING ANY OOFSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR N.C.D.O.T. STREET OR HIGHWAY RK~fT-OF-WAY THE POLLOMIING PROCEDURES SHOULD BE UNDERTAKEN: CITY ,
RIGHT-OF-WAY: CONTACT LOCAL AUTFIORITIES' TRAFFIC ENGINEERING DEPAR1MENi FOR INFORMATION SCALE: 1 = 200
ON DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION WtTFNN RK~fT-OF-WAY. N.C.D.O.T. RKXiT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND
ENCROACHMENTS (KEEP COPIES ON CIDlrSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT OFFlCE JOB N0. 000-00
24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). GRAPHIC SCALE
DRAWN BY: Dh~H 6. CONSTRUCTION, MNNTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILRY OF THE GENERAL CONTRACTOR.
a ~r>n inn dnn CHECKED BY: ACB
7. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: SHALL BE SCALE: 1 200 APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE
SOILS SWILL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
8. CONTRACTOR SWILL NOTIFY "NORTH CAROLINA ONE CALL„ 1-800-632-4949 AT LEAST 48 HOURS SHEET
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL. UTILITIIES THAT PROVIDE THEIR OWN LOCATOR SERVICE ~
INDEPENDENT OF "NORTH CAROLINA ONE CALL".
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION OF 3

i / %
/ ~
_ /
134--? /

/ PROPOSED _ ~
/ LAKE BOTTOM PROPOSED /
EDGE OF WATER/
M ~,~4
- W
9+00 ' 10+ 11+00 I = I
12+00 13+00 ~ ~ 14+ 00
18+00 17+00 17+00 18+00
/ III
/ /
~ ~ l~, /
~ ~ / _ / PROPOSED ISLAND
\ 1 ' Q
La ~ ~ ~
\ I / ~ / PROPOSED
~ / EDGE OF WATER - _ W
~ IXISTING ~ / WETLANDS 1 Z
I- -
f ~ / ~ 1 U
2 J i -

~ W
~1 O ~ ` Q
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PROP ED ? EXISTING
TOP OF BANK EXISTING DITCH
WEftMIDS PROPOSED
1 ~ LOT LINE _ A
1 ~ ~ ~ ? ~ t ~ e 6
~ ~ ~ l ` ~ \ s~28
I / \ ~ /
~ ~ '3a A \
r 1 ~ / 1 y ~ / ~ / 39'x.. ~
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- - - _ - - _ .._.e_ _ _ - , _ ~ - - - _ - . - - I 140 _
- - - 1 1_ t: ~ _ 14 - - - - - - - -r- ; - - - - - - - _ _ _ _ - - - - - - _ _ - - -
~ _ _ _ - - - - _ , 1 - - ` - - ~ ~ - - _ _ = -
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~ _ , - - - t _ I ~ - - I ~ - _ _
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- _ _ - _ I - - - - - _ - - - - - - - - - - - - _ , - _ - _ - - - - _ -
- - _ 130 _ _ _ - - - - - - - - - - _ - - - _ - - - 130 _i
3 _ - _ - - - - _ _ _ - - - _ - -
- - - - - - - i - - - - - _ - _ - . _ - - _ - - - - _ - - - - - - _ _ - - - _ _ - - - - - _ - - t--=
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t _ _ _ i-- _ _ - _..t- - - - _ - , j}.~y- 1 F 1-__- - _ _ ~ - - _ _ _ i i__ , ~ - i=="
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_ - - - - - - - 1 - - - 1 v y..~. " - _ _ - - - - _ _ _ - - _ _ ~ - _ rjj~ _ - 1 - - - - - - - _ - - I_
t. t ...i-.. _ 'i. - _ p - - _ - - _ 1 . ~ _ ~ - I. . _ ~ _ - _ - _
_ - f _ t -3---F- -1-- _ - - - -
- - - ~ _ - 1= : - - - - - - - - - - - - - - - - - - - - -1 120 _ - _ - - - - - - - - - - - _ - _ _ _ - -
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- - ~ 1 i _ _ _ a--- _ _ - - - -
-i + _ - - - _ - - - -
. - _ - - - - - _F...-._ - - - - ...I - I t - - - i i - - _ - _ _ - - - - .Y - - - 1 _ _ - - - - - - - - - _ - - - - -
F _ - __i.--.__ - - _ - - } - _ _ Y ~ t.--- - - _ _ _ _ - _ -.u. _ _ _ _ _ - _ _ - _ _ _ _ a.._ + ~ - - - - _ - - - _ -
a~ . _ ~ _ _ ___t _ _ _ _ r__ _ - - _ S _ ~ ~ _ ~ _ _ ~ -..r_ _ _ _ _ - - _ r-- _ . - - - - - ~ I=- - - - - _ - - - - - -
~ - - - r _ _ - - - - - _ - - - - - - - - - - - - _ I - - - - - - - - - - - -t. - - - - - =I- _ - - - - - - -
_ _ -J _ - t s - _ - - _ - - - - - - - - - - _ r ~ - F _ - - _ 1 - - - - - - - - - - -1 - - - - -
; - -r- r 1 - _ - - - - - r= - - - - = I - - ~ - - t - - - - - - - - - - ' 110 - - - - - - - ~ - - - - - - - - - _ - - _ - - - - - - - + - - - - _ _ 110 - - -
I i s I ~
~ i I ~ ~ I ~ ~ I 1 I ~ i I I
i i I I ~ ~ ' ! I
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0( 17+00 18+00 19+00 20+00 21+00 22+00
GRAPHIC SCALE 50 0 25 50 100
1 inch = 50 f~
FINAL DRAIiING -NOT RELEASED FOR CONSTRUCTION
N0. REVISIONS DATE Ste- ,,,n~~~m~,,, nv. nuu ~ 1~]""! SHEET
These drawings are instruments J`CA LoRf i W IV D11 Lorin
service and as such remain Civil Sanitary Environmental of Planning Design Survey FESS/Q 'L , the property of the engineer, .
No copies or reproductions of ?~0 '
these drawings are permitted Duane Stewart 3715 University Drive 2 without consent of the engineer. E PROPOSED LAKE DESIGNED BYE ACB
Upon comps tion of the work & ASSOCIATES, INC. Durham, N.C. 27707 g on the contract [phone] 9 2 DATES 07-28-2005 MA UNOL L 4 • OF 3
co ies are to be returned to CONSULTING ENGINEERS fox 919 490-6165 ST~ the engineer. e-mail: infoOdksa-tsi.com I NEF:~
Copyright 2005 www.dkso-tsi.com 0~~•` © , '~1 0
SCALEI HORZi1'=50' JOHNSTON COUNTY, NORTH CAROLINA 0000 , VERT 1 5 JOB N?

150
MR
130
120
110
/ /
EXISTIN \
�M� ��� ��� GM� WEfUWDS
` a \
EXISTIN
wETLwos
PROPOSED EDGE OF WATER 400P
goo alp �
�►� PROPOSED ISLAND
EXISTING �
/
00 DITCHRY13
"
I —732
32 4
EXISTING i
DITCH
(� X73 � EXISTIN
4 DITCH
PROPOSED
TOP OF BANK I
—-_ PROPOSED
_..
EDGE OF WATER l 1
\ �LO LIPROPONED f
4
i
23
r
^, 24+00
00
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29+00
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am 32+00`
co \ 34+00
1-0
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Ir
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PROPOSED LAKE
150
140
130
120
110
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 GRAPHIC SCALE
50 25 50 100
I inch = 50 ft.
FINAL DRAPING — NOT RELEASED FOR CONSTRUCTION
N0. REVISIONS DATE SEAL
�����������''' DRAWN BY, DMH SHEET
These drawindgs ore instruments Civil • Sanitary Environmental �.�`' �N CARO4LAKE
of service an as such remain rY ,,. / ,
the property of the engineer, Planning Design • Survey O ,.•FESS/0•, ',
No copies or reproductions of Duane K. Stewart ' �'��° '9 �- P R 0 P 0 S E D LAK E
these drawings are permitted 3715 Universit Drive DESIGNED BYE ACB
3
without consent of the engineer. y S L,
p &ASSOCIATES INC. N.C. 27707 = MA GIA
Upon coin letion of the work Durham,
afI drawings(except the contract ' [phone] 922
copies) are to be returned to CONSULTING ENGINEERS fax [phone] F '
STA. 22+00 THRU STA. 34+50 DATEi 07-28-2005
OF 3
the engineer. e—mail: infoOdksa—tsi.com •tiG ► NE.� •' <v
Copyright © 2005 �� www.dkso—tsi.com �'� '1'p��' �D'a
' �'�•q,, �g.•'`O, SCAM H❑RZ,1 '-5 5°- JOHNSTON COUNTY , NORTH CAROLINA 0000
VERT�1
JAB NO.

These drawings are instruments
of service and ae such remain the property of the engineer,
No copies or reproductions of these drawings are permitted
without consent of the engineer. Upon completion of the work
all drowinge (except the contract {hepiea) are to be returned to
engineer.
~ Copyright © 2005
1 a~ .~~F+ . , ,.x"
~'w?~
1
t

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r~ w,~..,~.~.~,, }
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~
x uane t ewart
1 & ASSOCIATES INC.
a ,,M
CONSULTING ENGINEERS
f 1ww.F~,..,rw ~ w?.ria } ~I
f ~ f ' Civil Sanitary ~ Environmental '^4 Planning • Design • Survey

~ ~ `
- s ` r' ' 3715 University Drive ~«~~~,,.a Durham, N.C. 27701
s ` ~ [phone]
~ `y fax [phone]
~ ~r ~:I ~ a-mail info0dksa-tsi.com www.dkso-tsi.com
EXISTING ~ WERANDS ~ ~ ~ o ~
~ ` _"ryC ~ i ~ ~ ~ ~'~c
E%IST~IG ~ WERANDS
t, ~ ` ~
~ SEAL
t
ATgN AfEA * CAR
EzISnNG DITCH Ct~,•''• ~SS ~ ~ ,~i • OF . 'y ~
• ~ ~ a,. • : Q
IMPACT B ~ E L, _ - -
JURISDICTIONAL WETLANDS osz2 r c
/DRAINAGE DITCHES 5274,66 SF :;F Iht1P.A~i-9 ~ . ti E .
0.12 AC ISOLATED 9515.21 S ISOLATED ND I NE•'' ~~'o' •,~'la oo 9515.21 S _ ~ q 8 ~
i`.~d 0.21 AC 0.21 AC IVNI ~ ,~'~h+~nnn~~''~
J ~ 1 ~ r
PROPOSED
W TOP OF BANK 4 PROPOSED ~ REVISIONS
TOP OF BANK •
Q ~
/ ~ ExIST1NG "
i PROPOSED EDGE ~ ~~PROP OF WATER ISLAN PROPOSED
~ s ~ EXISTING ISLAND
P PROPOSED ROPOSED ISLAND LAKE BOTTOM
}
I 2 {
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~ ~ ~ T N
EXISTNIC a
I~ olrcH i
ISTING H
~ ~ ~ wE
i V PROPOSED ,t FASElE1R
LOT LINE 2 i J F
i ` y 4 ~ t'`
c i
~ IMPACT C
ISOLATED WETLAND ~ 11994.0 SF "~~s. ~
.28 AC t,
~ ~ 3 r,..~
1 1 2
1 ~ ~ b , i
EXISTING ww
wET~wos 4 t~ t ,I"
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~ .005 JJL292 a

DENR • WAiEk QUALiI Y H ~"~""'a YVETLANDSAND 5TORMWAtER tiRANC
~ _ Y1 1
. 20051430

PROJECT NOTES: GENERAL NOTES:
1. LOTS 1 AND 2 - NO IMPACTS ARE PROPOSED AT THIS TIME T( THE EXISTING ISOLATED WETLANO. AT THIS TIME TO 1• BOUNDARY INFORMAl10N TAKEN FROM UNRECORDED BOUNDARY SURVEY PERFORMED BY TRWrGLE SURVEYORS, INC., DATED 07/13/2005.
2. TOTAL WETLAND AREA = 5.65 AC TOTAL JURISDICTIONAL WETLAND AREA = 0.34 AC 2. TOPOGRAPHICAL INFORMATION IS FROM JOHNSTON COUNTY TOPOGRAPHIC MAPS.
TOTAL ISOLATED WETLAND AREA = 5.31 AC ~ 3. EXISTING STREJIMS MID WETLANDS LOCATED BY G LORAL POSITIONING SYSTEM, SURVEY, OR
FELD OBTAINED INFORMATION.
3. TOTAL IMPACTED WETLAND AREA = 0,61 AC TOTAL IMPACTED JURISDICTKNAL WETLAND AREA = 0.12 AC i = 0.42 AC 4. ~ ~ AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR j0g
TOTAL IMPACTED ISOLATED WETLAND AREA = 0.49 AC 49 ~ PRIOR TO dDN51RUCT10N. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST 68j PRIOR lO PROCEEDNVG WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA 2e1
4. PROPOSED PRESERVATION AREA = 80 AC COMPENSATpN SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO pIMENSKMlS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
5. BEFORE STARTING MlY (INSTRUCTION OF IMPROVEMENTS WITHIN ANY CRY OR N.C.D.O.T. STREET OR DATE: 01-28-2005 HIGHWAY RN;HT-OF-WAY THE FOLLOWNrG PROCEDURES SHOULD 8E UNDERTAKEN: CITi'
RIGHT-OF-WAY: CONTACT LOCAL ' TRAFFlC ENGINEERING DEPARTMENT FOR. INFORMAliON SCALE: 1" = 200'
ON DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION WRF6N RK;tIT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS MID
ENCROACHMENTS (KEEP COPIES ON CONSTRUCTION SITE, ALSO CONiACi N.C.D.O.T. DISTRICT OFFlCE JOB N0. 000-00
24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). GRAPHIC
SCALE 6. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE DRAWN BY: DMH
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
n~ irnurn nv
0 100 200 400 UntUNLU dr A b
7. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: SHALL BE SCALE: 1 "=200 APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE
SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
8. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" 1-800-632-4949 AT LEAST 48 HOURS SHEET
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILmIES THAT PROVIDE THEIR OWN LOCATOR SERVICE
INDEPENDENT OF "NORTH CAROLINA ONE CALL".
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION OF 3

i

/ ~
/ ~

/ PROPOSED I
/ LAKE BOTTOM PROPOSED / 1,
EDGE OF WATER/
~ ~13a.
9+00 , 10+ 11+00 ~ - W ~ i
/ 12+00 13+00 14+00
~ + 16+00 17+ I 17+00 18+00
1 00 ,1 / •~r~~~~~~~~~~ 19+00 2D+00
~ ~~i /
~ / ~ PROPOSED ISLAND /
~ ~ ~ Q
~ /
1 t `e ~ ~ PROPOSED
~ i ~ ' a- / EDGE OF WATER _ W
EXISTING 136 / ~ WETLANDS I
1 J
1
~ ~ 1 U
~ J l i -
W ` Q
~ O + ` ~ Q
~ ~ ~J
~ 1 ~

~ PROP ED ? EXISTING
' TOP OF BANK ? E>aSTRIG DRCH
~ wETl,wos PROPOSED
\ I ~ LOT IJNE _
? ~ ? / '3~ ~ pFR
` ~ ~ ~ s
? ~
_ ~ , ~ 3g d
V f" \ ~ -
~ ~ ~ ` \ ~ ~ / ~!'f _ 7~
~ v f ~"°^744 ,~1t \ \
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- - - - - - _ - - - - - - - - - _ m~ - - - -
= = _a__..__ ~ _ - K-- - - - _
- - - - - - _ _ - - r ~ - - - - - - - r - - - _ ~ ~ a
_ _ _:r - ~ _ -
+ _ ± _ - - _ _ - - - - _ _ --t~ - - _ - - - - - _ F. _ - 1
- - - - _ - - 1-- - - ~
i - - - - - _ - - - - - - _ _ - _ = - - _ - - 120 _ - - - - - - - - - - - - - _ - - - 120
- - - _ - - - - _ - - - - , . _
- ~ 1 - - - - - - - - - - - - - - r - - - - - - - - _ ~ w _ _ - - - -
_ - - _ _ _ _ _ _ - 1- _ - - - - ~ - _ - - - - _ - I ~ - - - - - - - - i - - - - - - - - ,
- - - - - - - - - - - - i r - i ~ _ _ - - - - - - - - _ - - - - - - - t - - _ _ _ - : k--- t _ _
-T-t - _ - - - _ - - _ r _ - - - - - - _ - - - r- - - - - y - _ ~ - _ _
~ i = - - - - - - - - - - - _ - - - - - r - - - - - - - _ _
Y - - - - - - - - - - - ~ ~ ~ _ - _ _ _ j - _ - _ _ _ _ _ _ _ - ~ ~ - - - - - - _ - - - - - - -
- _ - - i i. - - - -
_ t 4 - _ ~ ' - L - - - - - - - . - I ~ - - _ - - - - -
110 -1 ! - . _ _ _ - _ _ _ - _ _ t i - - - - _ - 110
~ ~ ~ I i I ( 1 ~ I
9 i I ( i I i
I ! I i
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+00 18+00 19+00 20+00 21+00 22+00
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft»
FINAL DRAINING -NOT RELEASED FOR CONSTRUCTION
N0. REVISIONS DATE SEAL
r,, ,,.u, ~ I >.»n SHEET
These drawings are instruments N CAR 1l1CHWIV !fT m'"
of service and as such remain Civil 'Sanitary ' Environmental the property of the engineer, Planning • Design ' Survey 0,•'FESS/
No copies or reproductions of these drawings are permitted Duane Stewart
without consent of the engineer. 3115 University Drive L PROPOSED LAKE DESIGNED BYi ACB
Upon completion of the work Durham, N.C. 21101 ; & ASSOCIATES, INC. ' all drawings except the contract [phone] 30922
c i s r r r . STA op e) a e to be etu ned to CONSULTING ENGINEERS fax [phone] . the engineer. ,,C I NEr STA. + 22+00 DATEi 07-28-2005 IMGNOEM OF 3
ti , ~ e-mail: info0dksa-tsi.com Copyright c 2005 ~ www.dkso-tsi.com V- ~ ~ C. HORZi1'=50' 0000
C. 6, '~nnnn1d SCALE,=5' VERT 1 JOHNSTON COUNTY, NORTH CAROLINA
JOB NO.