20040605 Ver 1_COMPLETE FILE_20040415

WA TF?Q Michael GF. Easley
overnor
\d William G. Ross, Jr., Secretary
Gj Department of Environment and Natural Resources
Alan W. Klimek, Director
p -? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 8, 2004
DWQ Project No. 04-0605
Wake County
Bryan Properties Inc.
P.O. Box 728
Holly Springs, NC 27540
Subject. Property: . - ..Phase 1DA,..Sunset. Park. Paanned_Unit.Development, Holly Springs,. NC-_
Rocky Branch [03-04-03, 27-43-15-4.5, C NSW (nutrient sensitive)]
WAIVER of the 401 Water Quality Certification and Neuse River Buffer Authorization Certificate
To Whom It May Concern:
Your application for a 401 Water Quality Certification and Neuse River Buffer Authorization Certificate dated April 15,
2004 was received in the Wetlands/401 Unit of the Division of Water Quality (DWQ) on April 15, 2004. According to our
rules (15A NCAC 2H .0507(A) and 15A NCAC 2B .0233(8)), if final action is not taken within sixty (60) days, the 401
Certification and Neuse Buffer Authorization Certificate is waived unless. DWQ has objected in writing to your application.
Therefore, DWQ has waived the requirement of written authorization for tale use of 401 General Water Quality
Certification Number 3404 (GC3404) and 3374 (GC3374) and the buffer rules for your plans to impact 0.191 acres of
wetlands, 2,194 square feet of buffers to construct a road and a sewer system at the subject property as described in your
application. As such, the stream and buffer impacts are approved. However, please be aware that you must follow the
plans as described within your application dated April 15, 2004 and all other conditions of GC3404, GC3374 and the
Neuse River Buffer Rules, including but not limited to diffuse flow per 15A NCAC 2B.0233(5). You must also obtain or
otherwise comply with all other required State, Federal and Local regulations, including but not limited to DWQ Standards
(15A NCAC 02B .0100 and .0200).
Please note that if additional impacts occur within the development beyond those requested within your application, this
waiver is no longer valid and a new 401 Water Quality Certification and Authorization Certificate will be required. Also,
please note that the DWQ reserves the right to conduct a compliance review of your protect to ensure compliance with the
wetland and buffer rules. If you have any questions, please telephone Mr. Bob Zarzecki at [phone].
Sincerely,
OAA W. Klimek, P. E.,
Director, DWQ
Attachments: GC3404 & GC3374
cc: Walter Cole, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File copy
Central Files
AWK/JRD/bz
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nd.us/ncwetiands/

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
- June 24, 2004
S&EC Project # 6913
NBR 03-099
Department of Environment and Natural Resources
Division of Water Quality QLI.- O &o
Attn: John Dorney
2321 Crabtree Boulevard ; Suite 250
Raleigh, NC 27604
Re: Request for written 401 certification approval for the project known as Sunset Park PUD, Phase 10A,
PCN Application submitted on April 15, 2004.
Dear Mr. Dorney:
On April 15, 2004, a permit application, impact map, etc. for Sunset Park PUD Phase l0A was sent to your
office. Our client requested the use of Nationwide permit 12 and 14, which would have permanent and
temporary impacts. The proposed project consists of residential housing development and is located on the
north side of Optimist Farm Road (SR 1390), west of the intersection of Optimist Farm Road and Pierce-
Olive Road (SR 1389) and approximately 4000 feet east of the intersection of Optimist Farm Road and
Sunset lake Road (SR 1301}. The project site is approximately 328 acres in size overall, and Phase 10A
incorporates approximately 15.5 acres. Please refer to the attached USGS topographic map for the location
of the project. A detailed delineation was performed by S&EC and Mr. Steve Mitchell of the NC-DWQ
conducted a site visit and determined that the stream features on property are subject to the buffer rules as
indicated on the attached site plan. A copy of Mr. Mitchell's buffer confirmation letter issued May 7, 2003
is attached. In addition, previous impacts to Phase 1 of this project have been permitted by the USACE and
NCDWQ and a copy of both is attached.
The proposed road, (Impact 4) which is necessary to provide access to the proposed residential
development, will permanently impact 0.029 acres of wetlands. The proposed sewer line (Impacts 1,2,3, &
5) will temporarily impact 0.162 acres of wetlands, and approximately 2,194 square feet of Zone 2 of the
riparian buffer.
A copy of the courier receipt is enclosed and we confirmed that Beverly Strickland received the
information at 4:30 on April 15, 2204. As of today's date have not received any correspondence from your
office regarding the project referenced in the April 15, 2004 application. Therefore, the Division of Water
Quality's 60-day response time expired on June 15, 2004. Please send written correspondence that the
Division of Water Quality has waived its right to further comment on this project and therefore gives its
permission to complete the project as specified in the attached PCN form and impact map
Please call if you have any questions or require further information.
Sincerely
Wale
Attachments: 1) Cover letter dated April 15, 2004
2) Preconstruction Notification Form
3) Corresponding impact map
WETLANDS/ 401 GROUP
JUN 2 4 2004
WATER QUALITY SECTION
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
® Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 15, 2004
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
US Army Corps of Engineers
Attn: Ms. Jennifer Burdette
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Nationwide Permit 12 & 14/401 Water Quality Certification/Buffer Compliance Request
Olive Tract/Sunset Park Planned Unit Development Project; Phase l0A
Holly Springs, Wake County, North Carolina
S&EC Project #: 6913.01 WETtA%DS 1401 CROUP
Dear Mr. Domey and Ms. Burdette:
JUN 2 4 2004
WATER QUALITY SECTION
On behalf of Bryan properties Inc, (property owner) we hereby request authorization from the US
Army Corps of Engineers to use Nationwide Permits 12 and 14 to cover temporary and
permanent impacts to wetlands (see attached impact maps). We also request written concurrence
from the NC Division of Water Quality (NC-DWQ) that the project complies with the 401 Water
Quality Certification associated with Nationwide Permits 12 and 14 and the Neuse River Basin
buffer rules. A Pre-construction Notification Application (PCN) is attached, as well as an agent
authorization form.
The proposed project consists of residential housing development and is located on the north side
of Optimist Farm Road (SR 1390), west of the intersection of Optimist Farm Road and Pierce-
Olive Road (SR 1389) and approximately 4000 feet east of the intersection of Optimist Farm
Road and Sunset lake Road (SR 1301). The project site is approximately 328 acres in size
overall, and Phase l0A incorporates approximately 15.5 acres. Please refer to the attached USGS
topographic map for the location of the project. A detailed delineation was performed by S&EC
and Mr. Steve Mitchell of the NC-DWQ conducted a site visit and determined that the stream
features on property are subject to the buffer rules as indicated on the attached site plan. A copy
of Mr. Mitchell's buffer confirmation letter issued May 7, 2003 is attached. In addition, previous
Charlotte Office: Greensboro Office: Hickoe•
622 Coon Mountain Lane
236 LePhillip Court, Suite C 3817-E Lawndale Drive
NC 27455 NC 28681
lorsville
Ta
Concord, NC 28025 Greensboro, ,
y
[phone]
e
Ph
Phone: [phone] Phone: [phone] on
:
635-5820
P214% <An Qlzc P- (828)
impacts to Phase 1 of this project have been permitted by the USACE and NCDWQ and a copy of
both is attached.
The proposed road, (Impact 4) which is necessary to provide access to the proposed residential
development, will permanently impact 0.029 acres of wetlands. The proposed sewer line
(Impacts 1,2,3, & 5) will temporarily impact 0.162 acres of wetlands, and approximately 2,194
square feet of Zone 2 of the riparian buffer.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require compensatory mitigation to
offset unavoidable losses of waters of the US when impacts exceed the requirements for
notification (0.10 acre) or if a discharge any open waters is proposed. The proposed road crossing
(Impact 4) is needed to provide access to the property from Optimist Farm Road to the north.
Because the applicant has minimized impacts by aligning the crossing to avoid larger wetlands to
the east, and because the applicant has no choice but to construct the crossing to access the
northern portions of the property, S&EC believes further compensatory mitigation should not be
required by the USAGE. The sewer alignment/crossing (Impacts 1,2,3 & 5) the applicant is
proposing involves installing a gravity sewer line and the routing was chosen due to topographic
constraints. The applicant will install the proposed sanitary sewer in accordance with the
conditions of Nationwide Permit 12, NCDWQ water quality certification conditions, and the
USACE's regional conditions.
NC-DWQ's current policy does not require wetland or stream mitigation for stream channel
impacts below 1 acre and 150 linear feet per project. Because the total cumulative permanent
impacts to channels are less than 150 feet, we believe that neither wetland nor stream mitigation
should be required by NC-DWQ. Also, the proposed project will result in less than 30%
impervious surface according to the project engineer, and therefore we do not believe a pre-
approved stormwater treatment plan is necessary for the site. A stormwater management plan and
associated calculations to satisfy the NC-DWQ requirements for diffuse flow will be provided by
the project engineer under separate cover.
Sincerely, c/
G'
Walter Cole
Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Location Map
Over-all Impact Map
Data Forms
Agent Authorization form
Copy of Buffer Confirmation letter
Copy of USACE General Permit Verification for Phase 1
Copy of NCDWQ 401 Water Quality Certification Approval
$200 check for NC-DWQ
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(Tf anv nartimnlar item is not annlicable to this nroiect. please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 14
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), check here: ?
II. Applicant Information
1. Owner/Applicant Information WETLANDS/ 401 GROUP
Name: Bryan Properties Inc
Mailing Address: P.O. Box 728 JUN 2 4 2ee4
Holly Springs NC 27540
WATER Q lax 9m, -_ ..
0tu „vN
Telephone Number: 919-552-4547 Fax Number: N/A
E-mail Address: N/A
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: WCole -, sandec com --
Pagel of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sunset Park Planned Unit Development; Phase 10A
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): #0669632602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the north side of Optimist Farm Road (SR 1390) northwest of the intersection of
_Optimist Farm Road and Pierce-Olive Road (SR1389) and approximately 4000 feet east of
the intersection of Optimist Farm Road and Sunset Lake Road (SR 1301).
5. Site coordinates, if available (UTM or Lat/Long): Road Crossing:35°39'39.25"N
78°46'34 15"W Sewer Crossing: 35°39'21 23"N 78°46'49.93"W
(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): Phase IOA-15 5 acres (Overall project -approx 328 acres)
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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: Currently the site consists of undeveloped forested land. The
Page 2 of 9
land use within the vicinity of the project consists primarily of residential and agricultural
land use.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is for a residential planned unit development with permanent and temporary
impacts resulting from the installation of a road and sewer line that are required for accessing
the entire property. Typical heavy equipment associated with road and sewer construction
will be used for this project Impacts resulting in the construction of the road and sewer line
consist"of 0191 acres of wetlands and 2,194 square feet of riparian buffer (Zone 2).
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road and sewer line access to the proposed residential development.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The applicant requested a detailed wetland delineation prior to site plan development. Mr. Steve
Mitchell of the NC DWQ conducted a site visit to determine the buffers on-site and issued a
Buffer Confirmation on May 7 2003 (NBR 03-099) A copy of Mr. Mitchell's letter is attached.
USACE jurisdictional determination has not been issued to date Impacts for Sunset Oaks Phase
1 have been permitted (NCDWQ Project# 03-0763 and USACE Action ID # 200321005/006) a
co of both of which are attached.
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.
Future phases are anticipated for this project however, plans for these phases do not exist at this
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
Page 3 of 9
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed permanent impacts resulting
in the construction of the access road consist of 0.029 acres of wetlands. Temporary Impacts
resulting in the construction of the sewer line consist of 0.162 acres of wetlands and 2,194
square feet of Zone 2 riparian buffer. Therefore the total impacts for this project include
0 191 acres of wetlands and 2,194 square feet of riparian buffer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
Type of Impact* Area of
Impact Located within
100-year Floodplain** Distance to
Nearest Stream
Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Impact 3/sewer
crossing Excavation/
Temporary 0.158 No 150 Emergent Wetland
Impact 4/road
crossing Roadway fill/
Permanent 0.029 No 200 Emergent wetland

Impact 5/sewer
crossing Excavation/
Temporary 0.004 No 230 Emergent Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleanng, 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 hgR://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: Unknown waiting
on survey of wetland delineation for total acreage of wetlands on-site.
Total area of wetland impact proposed: 0.191 acres
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)

N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. impacts mcmae, out are not mmiteu to: cwvciw auu assin,a- •?r «r?
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.Qov. Several internet sites also allow direct download and printing of USGS maps (e:g., www topozone.com,
www.mMguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 4 of 9
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 of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. impacts include, but are not limited to: tut, excavation, areagtng,
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when proposed impacts exceed the
requirements for notification (0 10 acre) The proposed road crossing (Impact 4) is needed to
provide access to the property from Optimist Farm Road to the north. Because the applicant has
minimized impacts by aligning the crossing to avoid larger wetlands to the east and because the
applicant has no choice but to construct the crossing to access the northern portion of the
property S&EC believes further compensatory mitigation should not be required by the USACE.
The sewer alignment/crossing?(impacts 1,2 3 & 5) we are proposing involves installing a gravity
sewer line and the routing was chosen due to topographic The applicant will install the
proposed sanitary sewer in accordance with the conditions of Nationwide Permit 12, NCDWQ
water quality certification conditions and the USACE's regional conditions.
Page 5 of 9
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.ne.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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.ne.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): NA
Page 6 of 9
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 ? 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 ? 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 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® 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
Sewer Line
Impact 1 2 779 1.5 NA
(temporary)
total 779 NA
Sewer Line A
Impact 2 2 1,415 1.5 NA
(temporary)
Total 1,4151 NA
* Zone I extends out 30 feet perpendicular from near bank of channel; Gone t exienas an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
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.
NA - because the proposed permanent riparian buffer impacts for the proposed road crossing are
less than 1/3 acre individually and cumulatively S&EC believes riparian buffer mitigation
should not be required As previously noted topographic constraints necessitate installation of
the proposed gravity sewer line in portions of zone 2. Because current NC-DWQ policy
classifies Zone 2 parallel utility line impacts as an "allowable" activity where justified, S&EC
believes mitigation should not be required
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.
Because the percent impervious surface will be less than 30% following construction of the
proposed project we do not believe a pre-approved stormwater treatment plan should be required
from NC-DWQ The attached plan depicts the strormwater collection system proposed by the
project engineer. Level spreaders will be used at discharge points to achieve diffuse flow of
stormwater into the buffers.
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.
Non discharge - Individual septic systems
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
Page 8 of 9
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).
_p?7e
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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APEX, N. C.
35078-F7-TF-024
PHOTOINSPECTED 1988
1974
PHOTOREVISED 1987
DMA 5255 111 NE-SERIES V842
Project #: Scale:
02-6913 1» = "W Figure 1- USGS Quad
® Soil & Environmental Consultants, PA
Project
Proje
Mgr.: KCM
P o t Date:
Date: 02
Olive Tract
ineering Service
En
c
Bl
11010 Raven Ridge Rd.. Raleigh, NC 27614
5900 • [phone]
846
g
kmon
a -
(919)
Holly Springs, Wake County, Web page. www.SandEC.com
NC
NEWS= -MMOM
OLIVE T
PHASE l
250
INSE
SEWER IMPACT 1
ZONE 2:779 SQ. FT.
(0.018 AC.)
SEWER IMPACT 2
ZONE 2:1415 SQ.
(0.032 AC.)
SEWER IMPACT 3
WETLAND: 6,861 SQ. FT.
(0.158 AC.)
ROAD CROSSING IMPACT 5
WETLAND: 1,273 SQ. FT.
(0.029 AC.)

WETLAND: 195 SQ. FT.
(0.004 AC.)
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Vitis rotun ffiolla VINE FAC 9.
Lonicera japonica
2 VINE FAC- 10.
.
3. Ilex opaca TREE FAC- 11.
4. Liquidambar s"ciflua TREE FAC+ 12.
Anus taeda
5 TREE FAC 13.
.
6. Smilax rotudifolia VINE FAC 14.
7. 15.
8. 16. -
Percent of Dominant Species that are OBL, FACW, or FAC
67%
(excluding FAC-):
Remarks:
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Sunset Oaks Subdivision
SOILS
Plot ID: Upland
Map Unit Name Drainage Class: Well Drained
(Series and Phase): Appling sandy loam Field Observations
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Color
inches Horizon (Munsell Moist) (Munsell Moist)
0-8 A 10YR614
8-18 B 7.5YR5l6
Soil Indicators:
_ Histosol
_ Histic Epipedon
_ Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Remarks:
WETLANDS DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Mottle
Abundance/Contrast
No
Texture, Concretions,
Structure, etc.
Sand Loam
Sandy Clav Loam
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
x Yes No
Yes x No
Yes x No
is this sampling point within a wetland?
Yes x No
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Sunset Oaks Subdivision
Applicant/Owner: Doby Blackmon - Blackmon Engineering
Investigator: Walter Cole
Do Normal Circumstances. exist on the site? X Yes No
is the site significantly disturbed (Atypical Situation)? Yes X No
Is the area a potential Problem Area? Yes X No
(If needed, explain on reverse.)
Date: 04-02-03
County: Wake
State: NC
Community ID:
TransectID:
Plot ID:
Wetland
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Sunset Oaks Subdivision
Plot ID: Wetland
SOILS
Map Unit Name Drainage Class: Somewhat Poorly Drained
(Series and Phase): Chewacla Field Observations
Taxonomy (Subgroup): Aquic fluventic dystochrept Confirm Mapped Type? -Yes No
Profile Description: Texture, Concretions,
Depth Matrix Color Mottle Color Mottle
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 A 10YR4/1 5YR416 Common - Distinct Silt loam
Hydric Soil Indicators:
_ Histosol
_ Histic Epipedon
_ Sulfidic Odor
_ Aquic Moisture Regime
Reducing Conditions
x Gleyed or Low-Chroma Colors
Remarks:
WETLANDS DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
x Yes No
x Yes No
Is this sampling point within a wetland?
x Yes No
Hydric Soils Present? x Yes - No
Remarks:
10/25/2002 69:4-7
Mane:
Addxeas:
P mw.-

G
-I
)toject Na>tine/Deecxip2tion Z?.3
Date:
The DepWme,t of the Army d?lffl wt 144 f=vxm F7-
U.S. Army Corps of 8ngkbftm Wiled wg6on I?ubkt Q-
F.O. Box IM Duv? D•
Wllmingtm NC 28402 `
Attn: _Av •,--,4c -
Field.Offsm: tee
Re: Wetlands Related Consulting and Perndttmg
To Whom It May Concern:
L the current t owner, hereby designate aM authodzle Sold & AnviromenW Consultants, FA to
Act in my behalf as my agent in the processing of permit applications, to furnish upon request
upport of applkaboxta, etc. from tl>i9 day forward. The. day of
sa Mmun=
This notification supersedes my previous correspondence Concerning the agent for this project.
NOTICE This authoriutiom, for liabay rand professional courtesy realsons, is vaUd only for
government officials to etder the propexty when accomparded by S6i:SC staff. You should call S&IEC
to armnro- a site me eting ptiox to VIAMAS tht site.: ?
Pty I41V r5, +t./,
U1, -a
1'rrixat Fmpaty Ownees Ns&m
!'zoperty 4wnQr`rr
cc: Mr. job n Dorney cc. Mr. Kevin Martin
NCbBNX - DWQ $oil & RanvironmknW Consultants, PA
2321 Qrabtzee Doulevard
Rtleigh, NC 27604 Murk ege,it aut},;fom.doc
11?°L-' I IYr??I?Ilorrq,???,YY?p01 . BaiYT ?Y?? _- - _ ._?. -- --
amr1mte t7ma, (?rnnns ro ofticl H}ekarv n ee
736 I.tmup Coutt, 9uitr c 3 i 17•B LAWndate Ari s i 10 Ro,* m Road
Coaoocd. NC 28025 r*o6w. w, KC 27455 T"ylorsvll'a" NC 28681
Phone. [phone] Phone: [phone] Phone [phone]
919$45946:
FAGS NZ
4A- I
Consultants, PA
11010 Ravaa Ridge Road • Ralnlgh North Cavlina 21614 • khan: [phone] • Pea; (1019) 94r-9467
wvwwS&adRC
.A.GFNT AUTHORIZATION FO
53EC
Soil & ]E vi-ro men
X40
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
May 7, 2003
Kevin Martin
S & E C, Inc.
110 10 Raven Ridge Road
Raleigh, N.C. 27614
Subject: Neuse River Basin Riparian Buffer Rules
NBR 03-099
Olive Farm Tract
Project No. 02-6913
Wake County
Dear Mr. Martin:
I have reviewed the information submitted for the project referenced by the Raleigh Regional
Office as NBR 03-099. An evaluation of the stream features present on the property was
completed to determine whether or not the site would require compliance with the Neuse River
Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code 15A:2B.0233.
The features represented on the Wake County Soils and the Apex USGS topographic maps were
evaluated and it was determined that there are several features present on this property as
streams. The preliminary wetland and buffer evaluation plat (attached) identifies and delineates
those features that are streams and therefore subject.
This letter addresses only those issues involving the delineation of the riparian area. For
information relative to stream and/or buffer impacts, 401/404, or wetland issues, please contact
Mr. John Dorney at 919-733-1786. Thank you for your attention to this matter
and notf hthis esitate to
can be of any other assistance or if you have additional questions, please contact me at 919-571-4700.
Sincerely,
Steve Mitchell
Environmental Scientist
cc; RRO/John Dorney
Wake County
H:\buflet.for\buf03\olivfarm.099
Ntf=ice
hone [phone] Customer Service
Raleigh Regional Office 1628 Mail Service Center P 1-goo-623-7748
Warpr Otiality Section Raleigh, NC 27699-1628 facsimile [phone]
U.S. ARMY CORPS OF ENGINEERS Copy
Wilmington District
Action ID: 200321005/006 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Authorized
Owner Brvan Properties Inc. Agent Soil & Environmental Consultants, PA
Attn: Walter Cole
Address P.O. Box 728 Address 11010 Raven Ridge Road
Holly Springs North Carolina 27540 Raleigh NC 27614
Telephone Number 919-5524547 Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc The property is located
on the south side of Optimist Farm Road (SR1390), south of its intersection with Pierce-Olive Road (SR
1389) in Holly Springs, Wake County, North Carolina.
Description of Activity: This permit authorizes mechanized land clearing, excavation, the placement of
fill and the installation of culverts associated with the construction of the proposed Sunset Park Planned
Unit Development. Temporary impacts to waters authorized by AID # 200321005 are .062 acre of wetland
for the installation of a sanitary sewer line. Permanent impacts to waters authorized by AID # 200321006
are 95 linear feet of stream channel and .156 acre of wetlands for a road crossing. See attached Special
Conditions.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12,14 Nationwide Permit Number(s)
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or .local
approvals/permits. The permittee may need'to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Andrea Wade at telephone number (919) 876 - 8441 extension 31.
Regulatory Project Manager
Authorization Date July 25 2003 Expiration Date July 25 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
2. ..
Ai in - ? 2003
Action ID: 200321005/006 County: Wake
SPECIAL PERMIT CONDITION
Recommended by the North Carolina Wildlife Resources Commission:
Permittee shall install in-stream silt curtain weighted at the bottom, and stringent bank erosion
control. If tree removal is required, stumps and roots should remain intact for bank stabilization.
2. Permittee shall initiate in-stream construction activities only during low flow conditions that allow
for the effective deployment of the silt curtain.
3. Permittee shall install silt fences and temporary check dams at all stream crossings to be removed
following completion of the activity and proper stabilization of disturbed soils within the work
area.
4. Permittee shall seed wetland areas with wetland seed mixture only. Species selection shall be
subject to Corps approval.
Regional Conditions
For all NWPs that involve construction of culverts, measures will be included in the construction that will
promote the safe passage of fish and other aquatic organisms. For all culvert construction activities, the
dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified
by widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at
least one foot below the bed of the stream sfor culverts greater than 48 inches in t be buried below the bed of the stream to diameter. For culverts
equal to 08
inches in diameter or smaller, culverts
greater than 20 percent of the diameter of the culvert.
w a T Michael F. Easley, Governor
OF William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
Q? OCT _ 2 ?TP
.? ? Alan W. Klimek, P.E., Director
Division of Water Quality
3 -? Coleen H. Sullins, Deputy Director
Division of Water Quality
September 23, 2003
Wake County
DWQ Project # 03-0763
Bryan Properties, Inc.
Post Office Box 728
Holly Springs, NC 27540
Subject Property: Sunset Oaks subdivision, Phase I, Holly Springs
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to impact approved in the table
listed below for the purpose of providing sewer and road access to proposed residential subdivision as
you described in your application dated June 20, 2003 and additional information received September
16, 2003. After reviewing your application we have decided, this fill is covered by General Water
Quality Certification Number 3404 and 3374. This Certification allows you to use Nationwide Permit
Number 12 and 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse
River buffer rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control; Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
Approved Impacts:
The following impacts are hereby approved as long as all of the other specific and general conditions are
met. No other impacts are approved including incidental impacts:
Amount
I Stream
95
404/CAMA Wetlands 10.218 (acres
Buffers
Buffers
8,791 (square ft.
9,409 (square ft.
Plan Location or Reference
2B
3
This approval is only valid for the purpose and design that you described in your application. If you
change your project,.you must notify us and 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. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. If total wetland fills for this project (now
Mew,
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
3
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water. Act. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob
Zarzecki at 919-733-9726.
Sincerely,
an
C
JRD/bs
Attachments: Certificate of Completion
Cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Walter Cole, S&EC
Ly- ,01A
. Klimek, P. ,
`Q, Director
DWQ # 03-0763
Date: September 23, 2003

Oft
U.S. ARMY CORPS OF ENGINEERS opy
Wilmington District
Action ID: 200421013/200421014 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner Bryan Properties, Inc.
Address P O Box 728
Holly Springs, NC 27540
Telephone Number 919-552-4547
Authorized
Agent Soil & Environmental Consultants. PA
Attn: Walter Cole
Address 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highw name/number, town, etc.): The entire property is
approximately 328 acres in size. Phase l0A is approximately 16 acres in size and located in the northwest
quadrant of Optimist Farm Road (SR 1390) and Pierce-Olive Road (SR 1389) northeast of Holly Springs,
Wake County, North Carolina. The property contains Rocky Branch and adjacent wetlands, above
headwaters, in the Neuse River Basin.
Description of Activity: This permit authorizes excavation, installation of culverts, and fill associated with
the construction of Sunset Park Planned Unit Development, Phase 10A. Temporary impacts to wetlands
authorized by this permit total 0.162 acre under NWP 12 (AID 200421013) for sanitary sewer line
installation. Permanent impacts to wetlands total 0.029 acre for a road crossing under NWP 14 (AID
200421014). Previous permanent impacts to waters authorized by NWP 14 (AID # 200321006) are 0.163
acre, which includes 0.156 acre of wetlands and 95 linear feet of stream channel. The total cumulative
impacts for this project are 0.192 acre, which includes 0.185 acre of wetlands and 95 linear feet of stream
channel.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12 & 14 Nationwide Permit Number(s)
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject
,the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department
of the Army Regional General Permit or Nationwide Permit verification does not relieve the permittee of
the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee
may need to contact appropriate State and local agencies before beginning work. If you have any questions
regarding the Corps of Engineers regulatory program, please contact Jennifer A. Burdette
at telephone number 919/876-8441 ext. 22 .
This verification will be valid for two years from the date of this letter unless the nationwide authorization
is modified, reissued or revoked. Also, this verification will remain valid for the two years if, during that
period, the nationwide permit authorization is reissued without modification or the activity complies with
any subsequent modification of the nationwide permit authorization. If during the two years, the
nationwide permit authorization expires or is suspended or revoked, or is modified, such that the activity
would no longer comply with the terms and conditions of the nationwide permit, activities which have
commenced (i.e., are under construction) or are under contract to commence in reliance upon the
nationwide permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Regulatory Project Manager Signature,
Authorization Date Mav 29, 2004'

Expiration Date Mav 29, 2006
* Please note that above date reflects the day the work was authorized due to lapse of 45-day review as outlined in
the PCN notification requirements - see Condition 13, 67 Fed.Reg. 2090 (January 15, 2002).
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
June 16, 2004
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
WETLANDS / 401 GROUP
JUN 2 4 2004
WATER QUALITY SECTION
RE: Respond to NC-DWQ Request for Additional Information for Nationwide Permit 12 Water
Quality Certification/Buffer Approval Request.
Phase 5, Sunset Park PUD, Optimist Farm Road
Holly Springs, Wake County, North Carolina
S&EC Project #: 02-7171.01
DWQ Project #: 04-0724
Dear Mr. Dorney,
The purpose of this letter is to respond to NC-DWQ's request that was received on May 20, 2004,
for more information regarding potential temporary impacts resulting from sewer line installation
associated with the proposed development at the Sunset Park PUD on Optimist Farm Road in
Holly Springs, NC.
In addition, we wish to clarify that the project referenced in this letter is actually for Phase 5, not
10A, and apologize for the confusion as a result of an error on our part during the application
process. Therefore we have enclosed a corrected copy of the PCN for this project, and we have
also enclosed a copy of the PCN and associated materials submitted for the actual Phase 10A,
located on the North side of Optimist Farm Road that was applied for on April 15, 2004.
On May 3, 2004, S&EC submitted a request to USACE and NC-DWQ for authorization to
temporarily impact 66.4 linear feet of stream channel, .092 acres of wetlands, and 5,338 square
feet of Zone 1 and 6,367 of Zone 2 buffer under Nationwide Permit 12 for a sewer crossing. In a
letter dated May 14, 2004, NC-DWQ requested that the sewer line be realigned to provide for a
more perpendicular crossing. Enclosed is a copy of the letter dated Mayl8, 2004 from the Project
Engineer explaining the sewer alignment and the constraints to changing the alignment. Please
call with any questions.
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Please call if you require any additional information or have any questions.
Sincerely,
496e6?
Walter Cole
Wetland Scientist
Attachments:
Overall Project Map
Phase 5:
DWQ letter dated May 14, 2004, received May 20, 2004
Project Engineer's Justification
Corrected PCN notification form for Phase 5, dated May 3, 2004
USGS Site Vicinity Map
Wake County Soil Survey Map
Impact reference map and larger-scale inset map
Data Forms
Copy of Buffer Confirmation Letter
Phase 10A:
Copy of PCN notification for Phase 10A, dated April 15, 2004
USGS Site Vicinity Map
Wake County Soil Survey Map
Impact reference map and larger-scale inset map
Data Forms
Copy of Buffer Confirmation Letter
Copy of USACE General Permit Verification for Phase 10A
Michael F. Easley, Governor
Q.WArrQ. 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
May 14, 2004
DWQ Project No. 04-0724
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
REQUEST FOR MORE INFORMATION /
Bryan Properties Inc. ?d>rj
PO Box 728 0
Holly Springs, NC 27540 - ?; _ .... _... ___. _ _ . _ ... -- _ _ ........._... __ .
Subject Property: Phase 10A, Sunset Park PUD, Optimist Farm Road, Holly Springs, NC
Rocky Branch [03-04-02, 27-43-15-4.5, C NSW (nutrient sensitive)]
To Whom It May Concern:
66.4
On May 3, 2004, the Division of Water Quality (DWQ) received your application to impact 0.092 acres of wetlands,
feet of stream and 11,705 square feet (fe) of protected riparian buffers to construct the proposed sewer system at the
subject property. 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
wetland, streams and/or buffers on the subject property. Therefore, unlegs 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 2B
.0233(8) 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:
1. Impact 3 - Please relocate the. sewer line crossing at impact 3 to cross the stream and buffers at a perpendicular
angle (75 to 105 degrees). It appears that this may be accomplished by connecting to manhole 24 or 25. If this is
not practicable, then please provide additional justification for the proposed alignment.
2. Sign & Date - Please provide this office with a signed and dated application.
Please respond within three weeks of the date of this letter by sending this information to me in writing and Mr. Steve
Mitchell 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.
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 Mr. Bob Zarzecki at 919-733-9726 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
cc: Walter Cole, S&EC, Inc., 11010 Raven
USAGE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
ney,
W401 Unit, D Qi
Raleigh, NC 27614
MAY L

North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
... ,.,., I-,oc 1-. -_ % roan 74112RQ'A UnyN httn-//h2o.enr.state.nc.us/ncwetlands/
CIVIL ENGINEERING AND LAND pLA,NNING SERVICmS
May 19, 2004
NC DivisiQm of Water Quality
a= Mr. Steve mtchell
3800 Barr Drive
Raleigh, N 27609
Phonc: 919-571-4700
Van: 919-571-4718
IxE: RockyiBranch. Outfall Extension, Holly Springs; North Carolim
Mn
B&F Con "ting, Inc received information today fmm, Mr. Walter Cole of S&EC that you would
prefer the alignment of the 15" sewer outfall along Rocky Bx=ch in Holly Spritzgs (located adjacent
to Sun5ct oaks Subdivision, Phase 5) to cross Rocky Branch at a more perpendicular location.
I concur that your suggested alag(=ent is more desirable with respect to the crossing of the Neuse
Rivet Bu£ et. However; this alignment involves am adjacent property owner that is not amenable to
grating an { easezxlents to my client. j'he alignment you reviewed is. I believe, the best available with
my clients property and that of a friendly adjoini><x9 property a?ner ..
For these teasoms, we request that you approve the plans that show the crossing as they are now.
Please feel free to contact me at 618-0180 with any questions you may baave. I loop forward to
heating from you.
Sincerely,
Z.?
Russell B gs, )?E.
Project M?
B&F Cornsulri JAC.
I805 'I.OBERMORY L&NE - R,,I.EIGII, NORTH CAROLINA - 27606
RU55ELL $KIGGS, P.E.: PHONE. [phone] • FAX: [phone] • EMAIL: $8R1?? ?}C RR ?nM
Y.E.: PHONE: [phone] • FAX: [phone] - EMAIL: a5"^RP*.S.Y(dl it Rl?-f.OM
AMBST. FARREIL LX,
Office Use Only
Form Version May 2002
USACE Action IP No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.
1. Checklall of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
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), an the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Jnformation
i
1. Owner/Applicant Information
Name: i Bryan Properties Inc.
Mailing Address: P.O. Box 728
Holly Springs, NC 27540
Telephone Number: 919-552-4547 Fax Number: N/A
E-mail Address: N/A
2. Agenmonsultant 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: i Walter Cole
Company Affiliation: Soil & Environmental Consultants Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
i
1
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: WColePsandec.com
Page 1 of 8
III. Project
Attach
landmarl
boundari
and site
impervic
include t
boundari
so long
USACE
however
drawing
reduced i
the proje
4.
1. Name
vicinity map clearly showing the location of the property with respect to local
such as towns, rivers, and roads. Also provide a detailed site plan showing property
s and development plans in relation to surrounding properties. Both the vicinity map
)Ian must include a scale and north arrow. The specific footprints of all buildings,
s surfaces, or other facilities must be included. If possible, the maps and plans should
e appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
s outlined. Plan drawings, or other maps may be included at the applicant's discretion,
s the property is clearly defined. For administrative and distribution purposes, the
equires information to be submitted on sheets no larger than 11 by 17-inch format;
DWQ may accept paperwork of any size. DWQ prefers full-size construction
rather than a sequential sheet version of the full-size plans. If full-size plans are
a small scale such that the final version is illegible, the applicant will be informed that
t has been placed on hold until decipherable maps are provided.
of project: Sunset Park Planned Unit Development; Phase 5
2. T.I.P.IProject Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): #0669632602
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the south side of Optimist Farm Road (SR 1390), southwest of the intersection of
Optimist Farm Road and Pierce-Olive Road (SR1389) and approximately 4000 feet east of
the intersection of Optimist Farm Road and Sunset Lake Road (SR 1301).
- 5. Site coordinates, if available (UTM or Lat/Long): Sewer Crossing: 35°39'21.23"N
(Note i 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.
7. N
size (acres): Overall project -approx. 328 acres
body of water (stream/river/sound/ocean/lake): Rocky Branch
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.ne.us/admin/maps/.)
I
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the site consists of undeveloped forested land. The
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the installation of approximately 1300 feet of sanitary sewer line
resulting in temporary impacts to wetlands, channels, and buffers. Typical heavy equipment
associated with sewer construction will be used for this project. Temporary impacts resulting
in the construction of the sewer line consist of 0.092 acres of wetlands 66.4 linear feet of
perennial stream channel, 5,338 sq. ft. of Zone 1 buffer, and 6,367 sg. ft. of Zone 2 buffer.
i
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
sewer line access to the proposed residential development.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAC 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.

USACE jurisdictional determination has been requested, but is still pending, and a site meeting
with Ms. Jennifer Burdette was conducted on April 29, 2004. Impacts for Sunset Oaks Phase 1
have been permitted (NCDWO Project# 03-0763 and USACE Action ID # 200321005/006)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provid?, justification for the exclusion of this work from the current application.
Future phases are anticipated for this project however, plans for these phases do not exist at th_is_
time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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
Page 3 of 8
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. Prov*de a written description of the proposed impacts: TemppM impacts resulting in the
construction of the sewer line consist of 0.092 acres of wetlands, 66.4 linear feet of perennial
stream channel, 5,338 sq. ft. of Zone 1 buffer, and 6,367 sq. ft. of Zone 2 buffer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number Type of Impact*
(indicate on map) j Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Impact 2/sewer i Excavation/

crossing I Temporary
0.092
No
150 Forested

wetland/floodplain

* 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 FEM?-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 t} e total acreage (estimated) of all existing wetlands on the property: Unknown waiting
on survey of wetland delineation for total acreage of wetlands on-site.
Total area of wetland impact proposed: 0.092 acres
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)
Excavation/
1
30.3
UT of Rocky Branch
4'
Perennial
Temporary
Excavation/
3
36.1
Rocky Branch
I
10'
T
Perennial
i Temporary I
* 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.usRs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumuji i ative impacts (linear distance in feet) to all streams on site: 66.4
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Oceankand any other water of the U.S.) below:
Onen Water Impact' 1,1 Tvne of Impact* I Area of I Name of Waterbody I Type of Waterbody I
Page 4 of 8
Site Number i,
(indicate on map) Impact
(acres) (if applicable) (lake, pond, estuary, sound,
bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts.
flooding, drainage, bulkheads, etc.
VII.
Impacts include, but are not limited to: fill, excavation, dredging,
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
rM. T TO A / i?t; f,.........,.«? .. ,.1: ,.., «,.,......,.,. ,...«7,...«4,. 41,. ,..,,.: ,7 --A-. .............,....,.at..«,7 --A ..a...........
offset unavoidable
VIII.
of
,10 acre
The sewer ali
and if the
wetlands in accordance with the conditions of Nationwide Permit 12 and the USACE's regional
conditions I
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.
Page 5 of 8
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
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/orimap, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preser? ation 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.
NA
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 Wp://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:
of stream mitigation requested (linear feet): NA
of buffer mitigation requested (square feet): NA
of Riparian wetland mitigation requested (acres): NA
of Non-riparian wetland mitigation requested (acres): NA
of Coastal wetland mitigation requested (acres): NA
IX.
Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yesl ? No
Page 6 of 8
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 ? 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 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® 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
Zone* Impact Multiplier Required
(square feet) Mitigation
Sewer Line
Impact 1 1 1804 1.5 NA
6eruporary)
I
2
1630
3
NA
Sewer Line
Impact 3 1 3534 1.5 NA
(temporary)
2 4737 3 NA
totals 11,705
* 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
Page 7 of 8
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
Because current NC-DWQ policy classifies Zone 2 parallel utility line impacts as an
"allowable" activitv where iustified_ S&EC believes mitigation should not be reauired.
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.
Because 'the percent impervious surface will be less than 30% followine construction of the
submi
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.
Non- disclarize -Sewer
I
XIII. Violation's (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 M
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
(Agent's si
cant/Agent's Signature Date
iture is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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APEX, N. C.
35078-F7-TF-024
PHOTOINSPECTED 1988
1974
PHOTOREVISED 1987
DMA 5255 In TIE-SERIES V842
Projett ?F: Scale:
02-6913 1" =2004 ure 1- USGS Quad

Fi
g
® Soil & Environmental Consultants. PA
Project
Mgr.: KCM Date:
101202 Olive Tract
Blackmon Engineering Service 11014 Raven Ridge Rd.. Raleigh, NC 27614
(919) 846-59W • [phone]
Holly Springs, Wake County, Web Page. www.SandEC.corn
NC

Project Scale:
02-6913 1"-: 1320'
Mgr.: KCM 10/25102
Figure 2 - Soil Sur
Olive Tract
Blacknnon Engineering Service
Holly Springs, Wake County,
NC
® Soil & Environmental Consultants. PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Welland Delineation Performed BY. Soil & Environmental Consultants. PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Date: 04-02-03
Project/Site: ; Sunset Oaks Subdivision County. Wake
ApplicandOrnner: Doby Blackmon - Blackmon Engineering - State: NC
Investigator: j Walter Cole
Normal Circumstances exist on the site?
D X Yes No Community ID:
o
the site sig'nifioantly disturbed (Atypical Situation)?
I Yes X No Transect ID:
U
l
d
s
Is the area a potential Problem Area? Yes X No p
an
Plot ID:
plain on reverse.)
(If needed, eZ
I
VEGETATION {
Stratum
Dominant Plant Species Indicator Dominant Plant Sp ecies Stratum Indicator

Otis rotundrfdra VINE VINE FAC
FAC- 9•
10.
2. Lonicera%aponica TREE FAC- 11.
3, Ilex opaca
4. Liguidambar styraciflua TREE
FAC+ 12.
13

5. Pinus taeda TREE
VINE
FAC
FAC .

14.
6, Smilax rotudi(otia 15
7. 16. -
u
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG):
67%
Remarks:
i
HYDROLOGY
Recorded Data (Describe in Remarks):
Strum, Lake or Tide Gauge
_ Aerial Photographs
Ott, er
X No Recorded Data Available
Field ObservaGIOns:
Depth of Sukace Water N/A _ (in-)
Depth to Free Water in Pit: _ N/A (in-)
N/A
Depth to Saturated Soil- (in )
i
Remarks:
Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
Sediment Deposits
- Drainage Patterns in Wetlands
Secondary Indicators (2 or more required): 12 Inches
_ Oxidized Root Channels in Upper
_ Water-Stained Leaves
_ Local Soil Survey Data
FAGNeutral Test
_ Other (Explain in Remarks)
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Sunset Oaks Subdivision
Plot ID: Upland
SOILS. .
Map Unit Name; Drainage Class: Well Drained
Field Observations
(Series and Phase): Applinq sandy loam
s Hapludult Confirm Mapped Type? - Yes
Taxonomy (Subgroup): Typi _ No
Profile Description:
Matrix Color Mottle Texture, Concretions,
Mottle Color
Depth
inches Horizon (Munsell Moist) (Munse l Moist) AbundancelContrast Structure, etc.
10YR6/4
0 8 A Sandy Loam
Sandy Clay Loam
8-18 B 7.5YR5l6
Hydric Soil Indicators: Concretions
Histosol
Hisfic Epipedon
High Organic Content in Surface Layer in Sandy Soils
_ Organic Streaking in Sandy Soils
_ Sulfidic Odor
Xlquic Moisture Regime Listed on Local Hydric Soils List
t
i
Reducing Conditions s
Listed on National Hydric Soils L
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
No Is this sampling point within a wetland?
Yes
Hydrophytic Vegetation Present. _
X
-

Welland Hydrology Present? Yes x No Yes x No

-
Hydric Soils Present?
Yes x No
-
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Date: 04-02-03
ProjecUSite: Sunset Oaks Subdivision County: Wake
gpplicanUOvrner: Doby Blackmon - Blackmon Engineering State: NC
Investigator:! Walter Cole
Do Normal Circumstances exist on the site? X Yes No Community ID: Wetland
is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Yes X No Plot ID:
Is the area a! potential Problem Area?
of Amt-d_ ekmlain on reverse.)
VEGETA
1.
7.
Percent of Domim
(excluding FAO-):
Remarks:
HYDROLOGY
Recoi
X No R,
Field Observ
Depth of
Depth to I
Stratum Indicator
Dominant Plant Species Stratum Indicator
HERB FACW+ 9.
HERB FACW 10.
TREE FACW 11
TREE OBL _ 12.
_
SHRUB FACW+ 13.
TREE - FAC+ 14.
HERB OBL 15.
16.
Species that are OBL. FACW, or FAC
Data (Describe in Remarks):
n, Lake or Tide Gauge
photographs
led Data Available
is:
ice Water.
Water in Pit:
5 (in.)
0
0 (in.)
Depth to Saturated Soil:
100%
Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
x Drainage Patterns in Wetlands
Secondary Indicators (2 or more required): 12 Inches
x Oxidized Root Channels in Upper
Water-Stained Leaves
Local Soil Survey Data
_ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Plot ID: Wetland
Project/Site: Sunset Oaks Subdivision
Map Unit Name Drainage Class: Somewhat Poorly Drained
Field Observations
(Series and Phase): Chewacla Confirm Mapped Type? - Yes No
Taxonomy (Subgroup): Aquic tluvent?c dystochrept
'rofile Description: Mottle Color Mottle Texture, Concretions,
Depth Matrix Color (MU en Moist) AbundanceiGontrast Structure, etc.
inches Horizon ?Munsell Moist)
0-12 i A 10YR4/1 5YR416 Common -Distinct Silt loam
Hydric Soil Indicators:
_ !Histosol
_ Histic Epipedon
_ iSulfidic Odor
Aquic moisture Regime
Reducing Conditions
x IGleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLANDS DETEKNUNAiIvn
Hydrophytic vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks:
x Yes - No
x Yes - No
Is this sampling point within a wetland?
x. Yes _ No
X Yes No
10/25/2082 09; 67 919845940; S3d=C PAGE HZ
1
Sail & Environment C®nsulta -
ts? PA
11010 Rims Ridge Road • RalaW% North Gaoling 27654 • Plana: [phone] • Pax: 0>19) W-9437
AGENT AT"ORIZA71ON FORM
NAM:
VAw- ?
Project Na?aie/Deeexiption _ ?? } `1 [.??
Hate l d ??? " Z- Lg'- '? !`? .'s ?i • eq
The Depart rwot of the Army ?Ir'`? t wt I?r'f .
U.S. Army Corps of Bngk?aem Wilmington Djst rkt Q-
wx 18W
1
Aft: I??? roc U Lt? -
Field Offim: t ?
Re: jWetlands Related Consulting and Parod abng
To Whom It Miry Concem:
1, the current m yt owner, hereby designate and autbortze Soil do hnVirortmenfat CoclstLitantq, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
asuppl tal infonnation in support of appllcatiorw, ebc. from this day forward. 11-w. _ day of
Tklisinotffication supersedes my previous correspondence concerning the agent for this praject.
N0T6; Thin tuthorlntkr , for liability laud profenivital courtesy reasons, is valid only for
government offidals to eater the prupertywhen accomptnied by S&BC staff. You should call MEC
to u?r,.uge a site mtetfag ptiox to vWb* the kite.:
0 1V1 NNW
Owmes N Property o AVU
M. Mr. John Domey cc; Mr. Yt%*i hfartin
NC17gNR - DWQ Soil & Rnvironn-,m Il Consuitants, PA
,2321 Qrkl bm Botllarai'd
1Laleigh, NC 27" la..k mall mVt .tO'jf%.x
(^lrertoftm l'kYlc®: f3rt?pnttx+ra OfP1dr;
1;0o d
7761 clfillllp' Coutt, $W4 C 3117-15 Uwndale Drive 7 to
Conoot . NC128025 C3rooiifVON, 14C 27453 7hyta"svU:`' NC 28661
Phone: (704j 720-9403 Phone: [phone]..U 1'hona (829) 6_13 3F7a7
Michael F. Easley. Governor
V4QT? William G. Ross Jr., Secretary
0 RQ North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E. Director
O.
Division of Water Quality
> > -t
May 7, 2003
Kevin Martin
S & E C. Inc.
11010 Raven Ridge Road
Raleigh, N.C. 27614
Subject: Neuse River Basin Riparian Buffer Rules
NBR 03-099
Olive Farm Tract
Project No. 02-6913
Wake County
Dear Mr. Martin:
1 have reviewed the information submitted for the project referenced by the Raleigh Regional
Office as NBR 03-099. An evaluation of the' stream features present on the property was
j completed to determine whether or not the site would require compliance with the Meuse River
Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code 15A:2B.0233.
The features represented on the Wake County Soils and the Apex USGS topographic maps were
evaluated and it was determined that there are several features present on this property as
streams. The preliminary wetland and buffer evaluation plat (attached) identifies and delineates
{ those features that are streams and therefore subject.
This letter addresses only those issues involving the delineation of the riparian area o
informat
ion relative to stream and/or buffer impacts, 401/404, or wetland issues, please contact Office Mr. John Dorney at 919-733-1786. Thank you for your attention to this ttterdo and if this hesitate to
can be of any other assistance or if you have additional questions, please
contact me at 919-571-4700.
Sincerely,
Steve Mitchell
Environmental Scientist
cc; RRO/John Dorney
Wake County
H:\buflet.for\buf03\olivfarm.099
1
¢ervice
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action IDs 200321005/006 County: Wake
Property
Owner
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Inc.
Authorized
Agent Soil & Environmental Consultants, PA
Attn: Walter Cole
Address 11010 Raven Ride Road
Raleigh NC 27614
Telephone Number 919-846-5900
Telephone Number 919-552-4547
Size and Location of property (waterbody, Highway name/number. town, etc The property is located
on the south side of Optimist Faun Road (SRI 390), south of its intersection with Pierce-Olive Road (SR
1389) in Holly Springs, Wake County, North Carolina.
Description of Activity: This permit authorizes mechanized land clearing, excavation, the placement of
fill and the installation of culverts associated with the construction of the proposed Sunset Park Planned
Unit Development. Temporary impacts to waters authorized by AID # 200321005 are.062 acre of wetland
for the installation of a sanitary sewer line. Permanent impacts to waters authorized by AID # 200321006
are 95 linear feet of stream channel and .156 acre of wetlands for a road crossing. See attached Special
Conditions:
Applicable Iaw: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12,14 Nationwide Permit Number(s)
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or .local
approvals/permits. The permittee may need *to contact appropriate State and local agencies before
begixDing work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Andrea Wade at telephone number (919) 876 -..8441 extension 31.
Regulatory Project Manager Signature
Authorization Date July 25 2003 Expiration Date Jul 25 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
_ 2.903
Au
County: Wake '
Action ID: 200321005/006
SPECIAL PERMIT CONDITION
Recommended by the North Carolina Wildlife Resources Commission: bank 1. Permittee shall install in-stream silt curtain weighted at the bottom, and
for ank stabilization erosion
control. If tree removal is required, stumps and roots should remain
2. Permittee shall initiate in-stream construction activities only during low flow conditions that allow
for the effective deployment of the silt curtain.
check dams at all stream crossings to be removed
3. Pernuttee shall install silt fences and temporary
following completion of the activity and proper stabilization of disturbed soils within the work
area.
4. Permittee shall seed wetland areas with wetland seed mixture only. Species selection shall be
subject to Corps approval.
Regional Conditions
For all NWPs that involve construction of culverts, measures will be included in the construction that will organisms. For all culvert construction activities, promote the safe passage offish and other aquatic ve and below a pipe or culvert) hould not be
modified
dimension; pattern, and profile of the stream,
by widening the stream channel or by reducing the depth than ea cheslver
in t rove er WFo be b??48
least one foot. below the bed of the stream for culverts greater
inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth equal to or
greater than 20 percent of the diameter of the culvert.
T?c .
OF WA
(j _ -'k=. Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
OCT 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
September 23, 2003
Wake County
DWQ Project # 03-0763
Bryan Properties, Inc.
Post Office Box 728
Holly Springs, NC 27540
Subject Property: Sunset Oaks subdivision, Phase I, Holly Springs
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to impact approved in the table
listed below for the purpose of providing sewer and road access to proposed residential subdivision as
you described in your application dated June 20, 2003 and additional infor
is t mooed ceiv General ed Se tem er
16, 2003: After-reviewing your application we have d d> this fill
Quality Certification Number 3404 and 3374. This Certification allows you to use Nationwide Permit
euse
Number 12 and 14 when the Corps of Engineers issues it. lapproval is also valid federal, f state or local
River buffer rules (15A NCAC 2B .0233). In addition, you should get any other
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
Approved Impacts:
The following impacts are hereby approved as long as all of the other specific and general conditions are
met. No other impacts are approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
95 (feet) JLt" - -
Stream impact 1; A, 3
404/CAMA Wetlands 0.218 (acres) Impact 1
ft.)
Buf#ers 8,791 (square
9.409 (square ft.) Im act 2B
This approval is only valid for the purpose and design that you described in your application . If you
you must notify us and send us a new application. If the property is so Id , the new
change your project, y owner must be given a copy of this Certification and approval les ois thereby nding Nat onwide Permit
complying with all conditions. This approval shall expire when the t correP (now
expires or as otherwise provided in the General Certification. If total wetland fills for this Project
f
3
hearing.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob
Zarzecki at 919-733-9726.
Sincerely,
an . Klimek, P. ,
C Q, Director
JRD/bs
Attachments: Certificate of Completion
Cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Walter Cole, S&EC
DWQ # 03-0763
Date: September 23, 2003
IORANDUM
John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Olive Tract / Sunset Park Planned Unit
Project Number 04 0605
Recvd From APP
Received Date 4/15/04 Recvd By Region
County Wake
County2
Region Raleigh
Project Type residential housing development
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet am
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
12Biuffe, W-,7-0- N ?7-43-15-4. Nsw FAT 0.05 F F-
17 emergent O ?` _0N F_ F_ ?? X0.402. OJ9 F_
_'?
NBR Buffers OO 1' O N F- -?-?? 30,402. F-r- ? r-
Mitigation Wetland
MitigationType Type Acres Feet
Cis
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? O Y Q N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 353939 Longitude (ddmmss) 784634
t,?oa w4-.
cc: Regional Off ice
Central Office
Comments:
April 26, 2004
Can we approve w/out stormwater ???
Check on % impervious and include Phase I under 03-0763.
Appear to have minimized buffer impact for NW12.
Facility Name Olive Tract / Sunset Park Planned Unit County Wake
Project Number 04 0605 Regional Contact: Steve Mitchell
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
te:
DWQ#:
County:
To: F-1 ARO Mike Parker ' ? WaRO
? FRO Ken Averitte ?. WiRO
? MRO Alan Johnson ? WSRO
RRO Steve Mitchell
Tom Steffens
Noelle Lutheran
Daryl Lamb
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? 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
? I$ the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

April 15, 2004
V 6 0
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Jennifer Burdette
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
RE: Nationwide Permit 12 & 14/401 Water Quality Certification/Buffer Compliance Request
Olive Tract/Sunset Park Planned Unit Development Project; Phase l0A
Holly Springs, Wake County, North Carolina
S&EC Project #: 6913.01 WETLANDS/ 401 GROUP
APR 1 5 2004
Dear Mr. Dorney and Ms. Burdette:
WATER QUALITY SECTION
On behalf of Bryan properties Inc, (property owner) we hereby request authorization from the US
Army Corps of Engineers to use Nationwide Permits 12 and 14 to cover temporary and
permanent impacts to wetlands (see attached impact maps). We also request written concurrence
from the NC Division of Water Quality (NC-DWQ) that the project complies with the 401 Water
Quality Certification associated with Nationwide Permits 12 and 14 and the Neuse River Basin
buffer rules. A Pre-construction Notification Application (PCN) is attached, as well as an agent
authorization form.
The proposed project consists of residential housing development and is located on the north side
of Optimist Farm Road (SR 1390), west of the intersection of Optimist Farm Road and Pierce-
Olive Road (SR 1389) and approximately 4000 feet east of the intersection of Optimist Farm
Road and Sunset lake Road (SR 1301). The project site is approximately 328 acres in size
overall, and Phase l0A incorporates approximately 15.5 acres. Please refer to the attached USGS
topographic map for the location of the project. A detailed delineation was performed by S&EC
and Mr. Steve Mitchell of the NC-DWQ conducted a site visit and determined that the stream
features on property are subject to the buffer rules as indicated on the attached site plan. A copy
of Mr. Mitchell's buffer confirmation letter issued May 7, 2003 is attached. In addition, previous
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
impacts to Phase 1 of this project have been permitted by the USACE and NCDWQ and a copy of
both is attached.
The proposed road, (Impact 4) which is necessary to provide access to the proposed residential
development, will permanently impact 0.029 acres of wetlands. The proposed sewer line
(Impacts 1,2,3, & 5) will temporarily impact 0.162 acres of wetlands, and approximately 2,194
square feet of Zone 2 of the riparian buffer.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require compensatory mitigation to
offset unavoidable losses of waters of the US when impacts exceed the requirements for
notification (0.10 acre) or if a discharge any open waters is proposed. The proposed road crossing
(Impact 4) is needed to provide access to the property from Optimist Farm Road to the north.
Because the applicant has minimized impacts by aligning the crossing to avoid larger wetlands to
the east, and because the applicant has no choice but to construct the crossing to access the
northern portions of the property, S&EC believes further compensatory mitigation should not be
required by the USACE. The sewer alignment/crossing (Impacts 1,2,3 & 5) the applicant is
proposing involves installing a gravity sewer line and the routing was chosen due to topographic
constraints. The applicant will install the proposed sanitary sewer in accordance with the
conditions of Nationwide Permit 12, NCDWQ water quality certification conditions, and the
USACE's regional conditions.
NC-DWQ's current policy does not require wetland or stream mitigation for stream channel
impacts below 1 acre and 150 linear feet per project. Because the total cumulative permanent
impacts to channels are less than 150 feet, we believe that neither wetland nor stream mitigation
should be required by NC-DWQ. Also, the proposed project will result in less than 30%
impervious surface according to the project engineer, and therefore we do not believe a pre-
approved stormwater treatment plan is necessary for the site. A stormwater management plan and
associated calculations to satisfy the NC-DWQ requirements for diffuse flow will be provided by
the project engineer under separate cover.
Sincerely,
'`ar C.CT
Walter Cole
Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Location Map
Over-all Impact Map
Data Forms
Agent Authorization form
Copy of Buffer Confirmation letter
Copy of USACE General Permit Verification for Phase 1
Copy of NCDWQ 401 Water Quality Certification Approval
$200 check for NC-DWQ
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NSA".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12,14
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), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Bryan Properties Inc.
Mailing Address: P.O. Box 728
Holly Springs NC 27540
Telephone Number: 919-552-4547 Fax Number: N/A
E-mail Address: N/A
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: WCole(a?sandec com
Page I of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sunset Park Planned Unit Development; Phase 10A
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): #0669632602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the north side of Optimist Farm Road (SR 1390) northwest of the intersection of
Optimist Farm Road and Pierce-Olive Road (SR1389) and approximately 4000 feet east of
the intersection of Optimist Farm Road and Sunset Lake Road (SR 1301).
5. Site coordinates, if available (UTM or Lat/Long): Road Crossing: 35°39'39.25"N
78°46'34 15"W Sewer Crossing: 35°39'21.23"N 78°46'49.93"W
(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): PhaselOA-15 5 acres (Overall project -approx. 328 acres)
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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/mms/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the site consists of undeveloped forested land. The
Page 2 of 9
land use within the vicinity of the project consists primarily of residential and agricultural
land use.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is for a residential planned unit development with permanent and temporary
impacts resulting from the installation of a road and sewer line that are required for accessing
the entire property. Typical heavy equipment associated with road and sewer construction
will be used for this project Impacts resulting in the construction of the road and sewer line
consist of 0 191 acres of wetlands and 2,194 square feet of riparian buffer (Zone 2).
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide,
road and sewer line access to the proposed residential development.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The applicant requested a detailed wetland delineation prior to site plan development. Mr. Steve
Mitchell of the NC-DWQ conducted a site visit to determine the buffers on-site and issued a
Buffer Confirmation on May 7 2003 (NBR 03-099). A copy of Mr. Mitchell's letter is attached.
USACE jurisdictional determination has not been issued to date. Impacts for Sunset Oaks Phase
1 have been permitted (NCDWQ Project# 03-0763 and USACE Action ID # 200321005/006) a
copy of both of which are attached.
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.
Future phases are anticipated for this project however, plans for these phases do not exist at this
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
Page 3 of 9
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed permanent impacts resulting
in the construction of the access road consist of 0.029 acres of wetlands. Temporary Impacts
resulting in the construction of the sewer line consist of 0.162 acres of wetlands and 2,194
square feet of Zone 2 riparian buffer. Therefore the total impacts for this project include
0 191 acres of wetlands and 2,194 square feet of riparian buffer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Impact 3/sewer
crossing Excavation/
Temporary 0.158 No 150 Emergent Wetland
Impact 4/road
crossing Roadway fill/
Permanent 0.029 No 200 Emergent wetland
Impact 5/sewer
crossing Excavation/
Temporary 0.004 No 230 Emergent Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mecnannzed clearing, grading, run,
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 ht!p://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: Unknown waiting
on survey of wetland delineation for total acreage of wetlands on-site.
Total area of wetland impact proposed: 0.191 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not hmrted to: culverts and associated np-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.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 4 of 9
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 of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: rill, 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. .
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when proposed impacts exceed the
requirements for notification (0.10 acre). The proposed road crossing (Impact 4) is needed to
provide access to the property from Optimist Farm Road to the north. Because the applicant has
minimized impacts by aligning the crossing to avoid larger wetlands to the east, and because the
applicant has no choice but to construct the crossing to access the northern portion of the
property, S&EC believes further compensatory mitigation should not be required by the USAGE.
The sewer alignment/crossing (impacts 1 2 3 & 5) we are proposing involves installing a gravity
sewer line and the routing was chosen due to topographic. The applicant will install the
proposed sanitary sewer in accordance with the conditions of Nationwide Permit 12, NCDWQ
water quality certification conditions and the USACE's regional conditions.
Page 5 of 9
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/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
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): NA
Page 6 of 9
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 ? 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 ? 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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® 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 Multiplier Required
(square feet) Mitigation
Sewer Line
Impact 1 2 779 1.5 NA
f temporary)
total 779 NA
Sewer Line A
Impact 2 2 1,415 1.5 NA
(temporary)
Total 1,4151 NA
* Zone 1 extends out 30 teet perpendicular trom_near oanK or cnannei; /-one z extenas an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
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.
NA - because the proposed permanent riparian buffer impacts for the proposed road crossing are
less than 1/3 acre individually and cumulatively S&EC believes riparian buffer mitigation
should not be required As previously noted topographic constraints necessitate installation of
the proposed gravity sewer line in portions of Zone 2. Because current NC-DWQ policy
classifies Zone 2 parallel utility line impacts as an "allowable" activity where justified, S&EC
believes mitigation should not be required.
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.
Because the percent impervious surface will be less than 30% following construction of the
proposed project we do not believe a pre-approved stormwater treatment plan should be required
from NC-DWQ The attached plan depicts the strormwater collection system proposed by the
project engineer. Level spreaders will be used at discharge points to achieve diffuse flow of
stormwater into the buffers.
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.
Non-discharge - Individual septic systems
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
Page 8 of 9
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
I' O _? 4
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APEX, N. C.
35078-F7-TF-024
PHOTOINSPECTED1988
1974
PHOTOREVISED 1987
DMA 5255 111 NE-SERIES V842
Project M Scale:
02-013 1. - 2000 Figure 1- USGS Quad
Project Date: Soil & Environmental Consultants, PA
Mgr.: KCM 1012M Olive Tract 11010 Raven Ridge Rd.- Raleigh, NC 27614
Blackmon Engineering Service [phone] • [phone]
Holly Springs, Wake County, Web Page: www.SandEC.com
NC
INSE
SEWER IMPACT 1
ZONE 2: 779 SQ. FT.
(0.018 AC.)
SEWER IMPACT 2
ZONE 2:1415 SQ.
(0.032 AC.)
SEWER IMPACT 3
WETLAND: 6,861 SQ. FT.
(0.158 AC.)
ROAD CROSSING IMPACT 5
WETLAND: 1,273 SQ. FT.
(0.029 AC.)

SEWER IMPACT 4
WETLAND: 195 SQ. FT.
(0.004 AC.)
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjecUSite: Sunset Oaks Subdivision Date: 04-02-03
Applicant/Owner: Doby Blackmon - Blackmon Engineering County: Wake
Investigator: Walter Cole State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
(If needed, explain on reverse.)
VEGE7 A I WIN
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Vitis rotundifolia VINE FAC 9.
2. Lonicera japonica VINE FAC- 10.
3. Ilex opaca TREE FAC- 11.
4. Liquidambar styraciflua TREE FAC+ 12.
5. Pinus taeda TREE FAC 13.
6. Smilax rotudifolia VINE FAC 14.
7 15-
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 67%
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Sunset Oaks Subdivision Plot ID: Upland
JVILJ
Map Unit Name Drainage Class: Well Drained
(Series and Phase): Appling sandy loam Field Observations
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color
inches Horizon (Munsell Moist) (Munsell Moist)
0-8 A 10YR6/4
8-18 B 7.5YR5/6
Hydric Soil Indicators:
_ Histosol
_ Histic Epipedon
_ SUlfidic Odor
Aquic Moisture Regime
_ Reducing Conditions
Gleyed or Low-Chroma Colors
Remarks:
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
Sand Loam
Sandv Clav Loam
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
WE] LANIJJ UC 1 tKMINIA I IVIY
Hydrophytic Vegetation Present? x Yes No
Wetland Hydrology Present? Yes x No
Hydric Soils Present? Yes x No
Is this sampling point within a wetland?
Yes x No
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Sunset Oaks Subdivision Date:
Applicant/Owner: Doby Blackmon - Blackmon Engineering County:
Investigator: Walter Cole State:
Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID:
(if needed, explain on reverse.)
Wetland
04-02-03
Wake
NC
VEGt I A I IVIv
Dominant Plant Species
1. Juncus effusus
2. Arundanaria Gigantea
3. Betula nigra
4. Salix nigra
5. Viburnum nudum
6. Liquidambar styraciflora
7. Typha latifolia
Stratum Indicator
HERB FACW+
HERB FACW
TREE FACW
TREE OBL
SHRUB FACW+
TREE FAC+
HERB OBL
Dominant Plant Species
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-):
Remarks:
100%
Stratum Indicator
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Sunset Oaks Subdivision
Plot ID: Wetland
JVILA
Map Unit Name Drainage Class: Somewhat Poorly Drained
(Series and Phase): Chewacla Field Observations
Taxonomy (Subgroup): Aquic fluventic dystochrept Confirm Mapped Type? - Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 A 10YR4/1 5YR4/6 Common - Distinct Silt loam
Hydric Soil Indicators:
_ Histosol
_ Histic Epipedon
_ Sulfidic Odor
_ Aquic Moisture Regime
_ Reducing Conditions
x Gleyed or Low-Chroma Colors
II Remarks:
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
WETLANDS Utz I tKMMAI IVIl
Hydrophytic Vegetation Present? x Yes No
?` Wetland Hydrology Present? x Yes No
Is this sampling point within a wetland?
x Yes No
Hydric Soils Present? x Yes No
Remarks:
10/25!2002 09,67
Na=:
Address:
rl,orw:

I'rajet t Naate/Deecriptiort ?r ut>)
Date: ZXV
The Depi tawnt of the Army w1 ?'? •
U.S. Army Corps of Fngirkoets, Wilmington Di,rtri,ct`?
wBmg s
gtor4iy, NC 2402
Attn: A,
Ir -
Field Office. _ - lL 1
Re: Wetlands Related Consulting and Perinitting
To Whom It May Concern:
Z, the current gMpgVy owner, heresy designate and autbortze Soft & E nviromental Consujt mtrt , 1'A to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
su tal information in support of applicaboxw, etc, from this day forward- The _.? -._. day of
Ibis notification supersedes any previous corresponderice concerning the agent for ttais proje(L
NOTICE This authodutioln, for liabiMy and professional courtesy reaslons, is valid only for
government offidais to enter the property when accompaaled by S&EC staff. You should caii S&EC
to arrange a site meeting pr;oz to WiXWAg the ARC:
V?070 LL-6
Print Property Owr<tat's Na,di,a property Ownes jn-atu
CC: Mr. John Vorrtey W- Mr. Kr«n hldrtin
NCDINP, - UWQ Sail & EnvMma stall Consultants, PA
1321 C rkbtm Boulevard
k!?laigh, NC 27604 Wank 6"11 Muth lom doc
ChErIgas office: ??mnetu+m A:111; }j)Clcnrv OR`ica:
776 L MIHp Covet, livia C 3917.8 Lawndale 17ri.'r ;10 Bo•M Road
Conowd. NC 28025 Qmoaebow, 14C 27455 Tnylorsvil`,R, NC 28691
Phone: [phone] Phone; [phone] Phona (gld) 635s620
9198459a6r 5 f~C FAGE az
Soil & Environmental Consultants, PA
11010 Rxven Ridge Road * Raleigh, North Cxulina 27614 • Phone: [phone] • Fkx; (9I9) 84r,9467
w"-S4hd13C
AGENT AUTHORIZATION FO
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
May 7, 2003
Kevin Martin
S & E C, Inc.
11010 Raven Ridge Road
Raleigh, N.C. 27614
Subject: Neuse River Basin Riparian Buffer Rules
NBR 03-099
Olive Farm Tract
Project No. 02-6913
Wake County
Dear Mr. Martin:
1 have reviewed the information submitted for the project referenced by the Raleigh Regional
office as NBR 03-099. An evaluation of the stream features present on the property was
completed to determine whether or not the site would require compliance with the Neuse River
Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code 15A:2B.0233.
The features represented on the Wake County Soils and the Apex USGS topographic maps were
evaluated and it was determined that there are several features present on this property as
streams. The preliminary wetland and buffer evaluation plat (attached) identifies and delineates
those features that are streams and therefore subject.
This letter addresses only those issues involving the delineation of the riparian area. For
information relative to stream and/or buffer impacts, 401/404, or wetland issues, please contact
Mr. John Dorney at 919-733-1786. Thank you for your attention to this matter and if this Office
can be of any other assistance or if you have additional questions, please do not hesitate to
contact me at 919-571-4700.
Sincerely,
I 4L
Steve Mitchell
Environmental Scientist
cc; RRO/John Dorney
Wake County
H:\buflet.for\buf03\olivfarm.099
A?A
k
IVUJL ys
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-800-623-7748
U.S. ARMY CORPS OF ENGINEERS Copy
Wilmington District
Action ID: 200321005/006 County: W.
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner B ark n Properties, Inc.
Address P.O. Box 728
Holly Springs North Carolina 27540
Telephone Number 919-552-4547
Authorized
Agent Soil & Environmental Consultants, PA
Attn: Walter Cole
Address 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway nameinumber, town, etc The property is located
on the south side of Optimist Farm Road (SR1390), south of its intersection with Pierce-Olive Road (SR
1389) in Holly Springs, Wake County, North Carolina.
Description of Activity: This permit authorizes mechanized land clearing, excavation, the placement of
fill and the installation of culverts associated with the construction of the proposed Sunset Park Planned
Unit Development. Temporary impacts to waters authorized by AID # 200321005 are .062 acre of wetland
for the installation of a sanitary sewer line. Permanent impacts to waters authorized by AID # 200321006
are 95 linear feet of stream channel and .156 acre of wetlands for a road crossing. See attached Special
Conditions.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12,14 Nationwide Permit Number(s)
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Andrea Wade at telmhoone number (919) 876 - 8441 extension 31.
Regulatory Project Manager Signature
Authorization Date July 25 2003 Expiration Date July 25 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
AUG - 2003
Action ID: 200321005/006 County: Wake
SPECIAL PERMIT CONDITION
Recommended by the North Carolina Wildlife Resources Commission:
1. Permittee shall install in-stream silt curtain weighted at the bottom, and stringent bank erosion
control. If tree removal is required, stumps and roots should remain intact for bank stabilization.
2. Permittee shall initiate in-stream construction activities only during low flow conditions that allow
for the effective deployment of the silt curtain.
Permittee shall install silt fences and temporary check dams at all stream crossings to be removed
following completion of the activity and proper stabilization of disturbed soils within the work
area.
4. Permittee shall seed wetland areas with wetland seed mixture only. Species selection shall be
subject to Corps approval.
Regional Conditions
For all NWPs that involve construction of culverts, measures will be included in the construction that will
promote the safe passage of fish and other aquatic organisms. For all culvert construction activities, the
dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified
by widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at
least one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48
inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth equal to or
greater than 20 percent of the diameter of the culvert.
O? W Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
OCT T Alan W. Klimek, P.E., Director
Division of Water Quality
-1 Coleen H. Sullins, Deputy Director
Division of Water Quality
September 23, 2003
Wake County
DWQ Project # 03-0763
Bryan Properties, Inc.
Post Office Box 728
Holly Springs, NC 27540
Subject Property: Sunset Oaks subdivision, Phase I, Holly Springs
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to impact approved in the table
listed below for the purpose of providing sewer and road access to proposed residential subdivision as
you described in your application dated June 20, 2003 and additional information received September
16, 2003. After reviewing your application we have decided, this fill is covered by General Water
Quality Certification Number 3404 and 3374. This Certification allows you to use Nationwide Permit
Number 12 and 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse
River buffer rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
Approved Impacts:
The following impacts are hereby approved as long as all of the other specific and general conditions are
met. No other impacts are approved including incidental impacts:
Amount A roved (Units) Plan Location or Reference
Stream 95 (feet) hn act 1
404/LAMA Wetlands 0.218 (acres) Impact 1, 2A, 3
Buffers 8,791 (s uare ft.) hn act 1
Buffers 9,409 (square ft.) hn act 2B
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and 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. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. If total wetland fills for this project (now
Eta
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
<cn •x„i con, r'-- R?ir;oh N(' 77699-1650 (Mai finQ Address)
3
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob
Zarzecki at 919-733-9726.
Sincerely,
an
C?
JRD/bs
Attachments: Certificate of Completion
Cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Walter Cole, S&EC
Klimek, P. ,
Z, Director
DWQ # 03-0763
Date: September 23, 2003
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
April 15, 2004
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jennifer Burdette Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
Sunset Oaks Phase IOA, Holly Springs, Wake County, NC
To Whom It May Concern:
Enclosed are construction plans and drainage calculation to be used as
supplements with the application submitted to you by S&EC this same day for Sunset
Oaks Phase 10A.
Sincerely,
Sean P. Hein, PLS
04060 --r g

°
CZ) C
'O
t
`e
BLACKBURN CONSULTING ENGINEERING
234 E. Main Street
Clayton, North Carolina 27520
Ph. [phone] Fax [phone]

SUNSET OAKS PHASE 10A
STORM DRAINAGE CALCULATIONS
March 31, 2004
WETLANDS 1401 GROUP
APR 15 2004
WATER QUALITY SECTION
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SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran N Invoice Type Date Reference
2752 6913.W1 Invoice 04/15/04
Date
Check Number:
04/15/04 Check Amt:
Balance Discount
$200.00 $0.00

016625
16625
$200.00
Pay Amount
$200.00

0
CD

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0
W
Q N ?
CIO
Or
W

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OLIVE TRACT
PHASE 10A
)
GRAPHIC SCALE
1 250'
250 0 250 500
SEWER IMPACT 1
...
ZONE 2: 779 SETT.
(0.018 AC.)
SEWERIMPACT2 -
ZONE 2:1415 S0.
(0.032 AC.) ,
SEWER IMPACT 3
WETLAND: 6,861 SO. FT.
(0.158 AC.)
t
ROAD CROSSING IMPACT5 SEWER IMPACT 4
WETLAND: 1,273 SO. FT. WETLAND: 195 SO. FT.
(0.029 AC.) (0.004 AC.)
PHASE 10A SITE DATA +Illllll ll7 C; II+IJ
WAKE COUNTY PIN. 0669.04-63-2602 l i;~ 5f ~+r
TOTAL AREA IN SITES 14.6719 ACRES .~.°A
TOTAL AREA IN R/W, 2.8201 ACRES d ~ ~
I ;N w m C~ ~ ~ ; ~ d-
TOTAL AREA IN OPEN SPACE 1.3154 ACRES y :y ~ - o .b . ~
TOTAL AREA IN L?TS~ 10.5365 ACRES ',d '•~d,..,•. 3 .,4 nnC~
rr~ ~r r~~~irlttlliit~~~~
TOTAL NUMBER OF LOTS 38
AVERAGE L?T SIZES 12,000 SF
MINIMUM LET SIZES 8,000 SF
V
Z~NING~ PUD ~ t I~-I
MINIMUM SETBACKS
W
~R~NT~ ~ W ~
REAR. ~ Z ~
m H i r~
SIDES I ~ V ` v ~
AGGREGATE SIDE. D
D ~ ~ W wo
r 1 w~ ~
i L'3 r~ ~
z ~
PHASE 1 PR?JECT T~TALS~ H~~ ,~~z~
~ ~ w
27' B/B STREET. 2078 LF ~ p d Nz 1 U1
5' SIDEWALK 1769 LF ~ d ~ ~o ~ ~ o
~ d o w O ~o
15" SEWERS 441 LF U ~ac~
8" SEWER 2618 L~ ~ c~
- - - Z ~
12' WATER 518 ~F" OPTIMIST FARM R~A~
8" WATERS 905 LF
~ o
6' WATER. 680 LF~ ~ rn
SEWER ALL?CATI~N~ 9,690 GPD U
T?TAL DISTURBED AREA = 6.66 ACRES THIS PR?JECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLAN ~G PLANS, AND THE ADOPTED ENGINEERING DESIGN AND
C~NSTRUCTI?N STANDARDS OF THE T?WN ?F H?LLY SPRINGS. THESE PLANS WERE WERE PREPARED IN CONFORMANCE WITH THE APPROVED
WHOSE SEAL AND SIGNATURE APPEAR BELOW THIS CERTIFIES
TABLE ?F CONTENTS PRELIMINARY PLAN APPR?VED BY THE T?WN. FURTHERMORE, THE r_NGINEER WHOSE
PAGE 1 COVER SHEET THAT THE T?WN ~F" H?LLY SPRINGS DESIGN AND C?NSTRUCTI?N ST'r~NDARDS HAVE THIS PARTICULAR PROJECT. ANY PR?P?SED EXCEPTI?NS ?R DEVIATI?~V,~ FRAM THE HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO
'OM THE STANDARDS ARE LISTED' SPECIFICALLY AS FOLLOWSI
PAGE Z UTILITY AND L?T LAY?UT r~h~:_
PAGE 3 ER?SI~N C~NTR?L 1. VERTICAL K FACT?RS AND VERTICAL SIGHTS ~N R?ADS D? NOi ME•EF ~ *A ,
TEN STANDARDSI
PAGE 4 STREET "N° 2• STORM DRAINAGE MORE SHALLOW THEN STANDARDS AS SOME CROSSINGS
PAGE 5 STREET °T" & "S" 3. ROAD, L?T, AND UTILITY LAYpUTS DIFFER FR?M PRELIMINARY PLAN DUE TO 'ilE PAGE 6 STREET °U' & ~UT~ALL 'A" TO 'DETAILED DESIGN OF SITE
0
PAGE 7 ~UT~ALL Z & Y
PAGE 8 DETAILS & SPECI~ICATI?NS H
w
PAGE 9 DETAILS & SPECI~ICATI~NS PERMITS AND APPROVALS ASSOCIATED WITH THIS PROJ REQUIRED CITY/TOWN SUBMITTAL RESUBMITTAL RESUBMITTAL RESUBMITTAL APPROVAL w IIS PROJECT
~ PERMIT N0. I
X HS - - - - 04-15-03 3 REZONING 02-PUD-02 ~y
X HS - _ _ _ _ _ W ANNEXATION
% HS - - - - 04-15-03 3 PUD PLAN 02-PUD-02 V 1
% HS - _ _ _ _ X HS - _ - - - C0 X HS - - - - - S % XS - - - - - ERO
PRELIMINARY PLAN - ~ ~ 0 j, ~ , Ik r
CONSTRUCTION PLANS - ~ U
STORMWATER PERMIT -
EROSION/GRADING PLAN -
% HS - - - _ _ FLOOD STUDY -
x COE - - _ _
CORP PERMIT -
% NCDWQ - - _ _ NCDWQ PERMIT -
X HS/NCDWQ - - - _ _ SEWER PERMIT -
X HS/NCDWQ - - - _ _ WATER PERMIT -
% HS/NCDOT - - _ _ _
NCDOT DRIVEWAY - V1
X NCDOT - _ _ _ _ NCDOT WIDENING -
% HS/NCDOT - - _ _ _ Nip NCDOT 3-PARTY/UTILITY -
- HS/NCDWQ ? - - - - SE ~u~~.._ T-~(1T T V C Ul~? TI~Tt''`T C l~T(11? TT-~ SEWER OUTFACE PERMIT -
REVISIONS:
03-31-04
SCALE:
AS SHOWN
DRAWN BY.
SPH
DATE:
02-17-04
PROJECT NO.
J-478(10A)
'GRaua 1 1 V LL 1 1.,)1 ltll I V IJ ~ 1 I V It 1 1 1 1 1 t..~~.11\ V Lll ~1 rl
SHEET
WA lFR 152004 DEVELOPER: SS? LLC APR 500 0 500 1000 1500
QU'411rySECTION
P.O. BOX 728
HILLY SPRINGS, NC 27540 40 Scale 1" = 500' of 9

/ / ~
~ ~ ,1 344,1 ~ ~
~ 13,300 S.F. ~
15,277 S.F. , ~ pfd
~ ~ MIN FFE= s., 9,4 : ~P .a ,
i~ _ ~ 18,655 S. F. 3488 0; 18,655 S, F, ~ ;r~;~ 4 ~
~ ~ ~ MIN FFE _ .
i~ i 13 713 S.F. ~ ~ ~ 340.2
14,546 S.F. ~'y0 ,•~~v; ~
11,766 S.F. o~/V OP o`
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/ ~ 17,582 S.F. / , 3359 4 3 6, 8 C~
~ 13166 S. F. ~ ~
So i o / ~ ~ \
/ ~ ~ / \ 14,198 S.F, ~
F i ~ - ~ i MIN FFE= 17,571 S. F. M FF = ~ 11,964 S.F, IN E ~
d 11,200 S.F. 332,0 FFE= ~ MIN 3453 ~ H
G ~ i ~ ti / ~ 324,0 ~ \ ~ 9,877 S.F.
i~ ~ MIN FFE= ~ F~ ~,F- \ ~ F 14,636 S.F. ~ W
F ~ MIN FFE- 1 9 JF d ~ 323.5 6,s s s F. $ ~F ~ ~ i W
~ y t~ r 332,0 9 P ,d ~ ~ ~ P~ ~ _ ~ ~ MIN FF~E \
i ~ ZFA / 0~ 12,125 S.F. \ H
i ~ ~ ~,0 ~ , / / 9 11,159 S. F. ~ 343,9 \ ~ U ~ \ ~ 9146 S. F. ~
i ~ 15,223 S.F. ~ ~ ~ ~ F ~
c _ 14,792 S.F. W W p
~ ~ ~ MIN FEE= ~ o~ F ~ i PR MIN FFE= w ~ rn \ ~ ~ ~
~ ~ 332,0 ~E F ~ 3418 \ ~
~ f ~ tio° ~ ~ ~ \ 12125 S.F, ~i ' / ~ ~ H
~ 14,668 S.F. ~ 64,599 S. F. ` 12,734 S.F. 15,534 S.F. ~8 S.F. \ ~ 9,386 S.F. Z DEAD-END ~ U
i • BARRICADE I-~ ~ Z ~ _ ~ ~
MIN EFE= ~ _ ~ MIN EFE ~ ~ IN EFE-
323, , 338,5 ~ Fz 8,S \ U~
~ / ~ \ i 14,922 S.F. 5~ \ ~ o
~ / - \ - ~ / MIN FFE- d 12125 S.F, ~ ~ ~ ~ W 0 10133 S. F. ~ ~
/ ~ MIN FF'E ~ ~ ~ / ~ ~ ~ a 8, U ~ ~ t~ L? I
/ 332,0 335.5 ~i ~ / ~ / 15,036 S.F. ~ ~ ~ \
~ / / \
~ MIN FFE= \ ~ i
332,0 11 896 S.F. ~ ~
~ ~ MIN FEE= 14807 S.F. ~ ~ 10, 416 S. F. MM DEAD-END 8 400 S. F. W ~
, / 332,0 ~ ~ 1 i BARRICADE; x
r ~ ~ _ , s~ / ~ s~G U
~ 3p0 3oa \ / \
~..~r.~ ~ 16,312 S.F. \ ~ ~ i 10,504 S.F.
\ \
~ , \ ~ \ 9, 498 S. F.
~ _ ~'o_ ~ DEAD END 11,756 S.F. 8,631 S.F.
BARRICADE ~ ~ ~0
L i \
v ~ ~
~ 11,533 S.F. 12 088 S \ _ ~ \ ~
= d~ ' d 12,088 S.F. ~0 ~ \ i
~ MIN FFE 9 G ~ = 8 491 S. F. ~
_ ~ ~ FFE 321,7 ~ , ~ v~ 2
~ ~ ~ ~ ~ \ ~ ~ ~ 9 84
~ ~ - 12,088 S.F. ~ 9 i ' ~ ~ 5ti 8,52 S. v oo / ,
~ ~ S ~ 8,797 S.F.
~ 3 \ - t^ 3 ~ t^ ~ ~ s \
1 w 1'~ ~ ~ 12 359 S. F. ~ a 2 ~ ~ Q
1 ~ j 0,787 S.F. ~ \ ~ i ~ ~s
1 \ 8,567 S.F. -9
1- MIN FFE= I 16 716 S.F. \
~ FFE=321,4 / ~ ~ \ o \ 8,369 S.F.
~
_ \ 9,830 S.F. 10 499 S.F. \ / 8,519 S.F.
MIN FFE y ' \ \ ~ i \
321,0 ~ ~ I L l~~ ~ \ \
n° ~ _ ~ 1
~ ~ 11 129 S.f ~ 10,507 S.F. 11,129 S.F. Q 8,400 S.F. \ o E"+
~ ~ \ \ i \ \ 8,783 S.F.
i Q 20 PRIVATE ~ ~ ~ DRAIN EASE 11,301 S.F. H
~ \ ~ o \ E" r
/ Q - 2 \ \ 8,400 S.F.
~ 14,096 S.F. ~ _ ~ r ~ \ ~ \ i o. 9,154 S.F, \
4 W MIN FFE I ~F Q ~ \ \ A
~ ~ 320,7 ~ ~ I ~ 12,902 S.F. ~9 \ ~I ~ t / •
tiQ ~ 8,400 S.F. g,2g \ 9,p
P~ / o ~ `tie w ° - _ _ 20' P ~ 10,876 S.F.
~ ~ q 11,128 S.F. D RIVATE i RAINAGE EA / ~ ~ ~ SEMEN? \ W
~ F F \ H
i ~ W W ~ S ~ ~ W ~ \ ~
/ ~ Q Q ` , \ F` 10,724 S.F. 9J'
_ i W MIN FFE- \ F \
13,208 S.F. ~ 320,5 ~ i a F \ ti~
l ~ r- \
l 0 12,605 S.F. N (~t~ J 21,841 S.F.
~ 58 S. F. ~ PS ~ _ _ F• \ ~ ~ 11 639 S.F,
ti
I S~ \ \ 15 373 S.F. 'J \ \
~ ~l 1 P~ ~ \ I
ti~ I ~ P~ ~ 1-~l ~ REVISIONS:
o ,S i 1 0 1 ~ - -
2 1 / \ 03 31 04 r ~
I i \ 15,044 S.F. \ ~
503 S.F. 12, 840 S ~ 17,064 S.F. 12,840 S.F. ~ 14,208 S.F.
1 27,882 S.F, \ SCALE:
~ \ ,
1 =50 - - - _ _ _ \ 13, 720 S. F.
~v ERHEAD POWER ~5 BUFF _ LINES E ~5' BUFFER - ( 16,140 S.F.
\ DRAWN BY:
_ \ SPH
~ 20` R/W DEDICA rraN Dlcarra~v - - - - _ _ \
0 - - DATE:
- - 0 - 1-04
_ _ EXISTING ~ ~ - - PROJECT N0.
60 R/W ~ - - ' - J-478(10A)
N"
16' DIP SEWER HH FIMIST FARM ROAD 50 0 50 100 150 ENCASED IN SHEET
28' STEEL BORE
1
SCALE IN FEET 2
OF
A

Q
~ ~ 344, ~ ~ ~ 97 \ O /
~ ~ i ~ (7 V--y /
i ~ ~i L \ ~ tijttllltflt~~ r' sti o~ N
~ MIN • •b \ xR) P , •
i 348,8 o ti . P`- , s ~ '1 ; y,~•,d
~ MIN FFE= ~ ~ ~ ~ ~ ~
~ 340.2 ~ ~ ~ \ ~ r x v ° Q ecn w ~ tai
y •.y ti`s: (8803 S )
x \ p ~
2° ~ MIN F - MIN FFE= ''rl,,~ttttt„t,,~'' ~
OQ ~ 346,8
~ 5.9 ~ ~ /
o ~ ~ ` /
i ~ ~ ~ ~ ~ ~ 0+
o ~ S 39 _ ~ FE MI E
F ~ MIN FFE- d 9 F ~ ~
F ~ ~ ~ ~r ~ 3320 ~0 3 5, 3 CB#8 0,92 A ~
\ c ~
v MI ~ ~ ~ ~ i ~ ~ ~ ~ / W F~ ~ A ~
F 34 ~ F d , MIN FF - o" IN FFE- P ~ ,9 ~ F / W ~J ~
o ~ 323,5 ~ x 3320 oo P ~ ~ ~ ~ P \ ~ T9 H
~ 1 P~' ~ "9 to ~ MlN EFE ~ 61 I x
~ 9 8 F ~ 3~~3,9 ~ 1 c~ r Z
~ ~ ~ ~I \ i ~ ~ ~ R\ l•D 9 0,90 / W W O
C ~ o KWATE A M _ SE 0 0, o ~S AC W t~!
~ ok0 - / ~ ~ "cA FFE- h ~ p s MIN - ~ ~ ~ ~ MIN FF - C'~H~~,
~ i ~ 332.0 / \ ~ ~ ~ 4 .8 ~ Z
31 ~ \ \ / ~ z
° \ ~ ( F ~ \ ~ ~ Ea
~ ~ tiW ~ ~z~ a
MIN FFE= v FFE= H z
M E _ ` ~ 338.5 ~6 ~ ~ o 5 ~ / ~ ~V x d, O
\ 3 ~ ~ ~ P Z \ , ~ c ~ m w o
~ i \ / 1 - O ¢ ~ ~ c .~a~
~ MIN FF - ii ~ ~ E 9 3 P V v 6 2 0~ ~ I
i ~ t ? ~ 335, t Cox GB# N ~ ~ ~ ~
~ ~ 0 3 ,0 ~ ~ i 6 ~ ~
~ ~ / _ ~ ° +
i MIN FFE- p ~ ~ N ~
\ 332,0 ~ ~P 4 6 rn x ~
~ 1 ~ Q C (9400 SF) ITT ~ U 63'6 ~
1 4.86 ~i
~ GE ~ $p,N C A ~ i \ 3~
i #2 C~
~ (9286 SF) IS ~ F ~ 0
~ ~S IM1 \ 1,
~a o PG \ p
~ ~
~ , ,k, ~ ~ G
~--1- DI ERSID DIT H ~ (8035 SF) S LT F C i
REE RD CT DN FENC FF = MIN E
M~ 1 cHE \ F" =321,7
\ ~ ~ ~ & t ~ 25
M \ ~ G
(0000 ) ND ATES AREA IN LDT CUSTOM SEDI MPDRARY BASIN #1 ~ 0 SIDE BUFFER DR DI ERSIDN S~ ~ x
00 YEAR FLDDD 18'x36'x3' DI H ~ S \ ~ ~
WITH 12' WEIR \ ~ ~ ~ CUSTO S IMEN i //AA
~ 1 vv S BASIN 3 ~ k ,9 ~
1 ~ (395 SF) 36'x72'x ' \
AG WITH 25 WEI
1 M FFE= / NG \ Cg# 0 e•-~
~ FFE-321,4 RBP \ ~ S~~
/ ~Z \ / ~ pF ~ ~S \ a
/ IM \ o \
M I E / ~ ~ \ 1 o Ac a ~
CUSTOM SEDIMENT 3 1.0 ~ w BASIN #14 ~ _ _ - - PNG R ~ O 9 / 4ZS \ v Q'i
'x 4'x3' ~ ~ ~ ~
12 2 WITH 8' WEIR (8565 SF) ~ ~4 ~ ~ h L~SI ~Z~ A
~T ~
i o / ~ J 9
~ ~ F U ' \ ,lx V L
/ Q' Q
/ ~ - ~ ~ t i ~ ~
F~ MIN FF - i ~ ~ O ~
~ J 32 .7 w 01 y:~, ~ ~
/ ~ P ~ ~l \ ' f qC N
i QP - - ,:.~x,~,.r ~ W ^r=~
i z (10,9 6 SF) W
i ~ F.¢ ~ 1~ ~ ~ I
i ~ W Q i S A w
i ~ Q C~# \ 38 0' 48
~ ~ ° - o MIN FE- ~ 4 ~ , ~ T ~C
~ 320,5 \ / F ~ ox ~
\ - \ '
\ (83 4 ) ' AC ~ 0,19
l MP RAR \ ~ ~
1 w~. i T ENC
(9886 SF) ' i 1 \ REVISIONS: 1 ~
~ 1 ~ 03- 31- 04
1 \
i t I ~
I
,
E ~ \ SCALE: E ~L
INL DE SES R 0
- T-E
- DRA~NN BY:
EA ENT AS ~ E
-
W ' Y'; ~~l', \ - - - - DATE:
Y
4 ~ L ~ r'~• ry § v ~ 5 y 02-1'7-04
9 „y t~.. .Y N ~t ~
h ...r~ f. 4 _ _ PROJECT N0.
`Z ;3, t ' J-47a 10A O
!:!r ll7 ~ '
50'x25 I~ SHEET
I---~Q-- s sl I __-Asa ~aRAVEV CO\sENURAN~E \ TIMIST FARM ROAD
Mom, i - -
L~ z FEET ~ TOTAL DISTU ED = 66 A C, E
ES 3 OF

~ / 1 t ~r .t
t i ~ t1 ~ ~,,,+inui,, ~r
J ~ , ~ i ~ P J
S t t ~ d,~•,d
15'x30 x36 t 1 ` .Q d ~ Z.
RIP RAP DISSIAPTOR J `
WITH 23" D50 STONE r J, > , ~ r
r CIRCULAR r ~ P~ o`
~ ~ . ~ D = 10 5411 , SCALES: r ( ~ T = 19 .08 , t ? N Q 1 1
! C/ R = 525.50 • ~ ; ~ 1 ~ ~ ~
~rr„,~..-~- ~ - ~ { L = 36$.30 ' ~ ~ KEY MAP - 1" = ' ~ ~ ~ ~ ~ 1000
/ T~,
~ Z i .7 1' i t 1 , . t 1 0 t 1
~ ~ ~ ~ t t ~
~ IN - ~ 1 ~ J` / ~ " 1 ~~~i v.~ i INT STA=10 00 ~ MH t 8 V ~ ~ ~ ~ 1;; ~ t t t t ~ ~
1 ~ ST :14+74.46 RIP AP DISSIAPTO ~ , ~ • • ` W
„ ~ FSET 6'LT WIT 6" 050 STONE ~ ~ ~ ~ ~ „ ~ _ +i ~ ti~1. err ,r 12 x12"FEE / , t MH 6 ~ 1 ~ # W
V r INV OUT-320.0 _ r , a, ram„ , t TA;19+47,71 1 y
. - dtFFSET 6 LT t 12" 18 ~ 1 ~ ~k
~ ~ MHO t I t V STA:tg+34.77 EOP = 20+45.38 ~
Z ~
~ ~ ~o ~ ~ iv Q .ate ,•.r.... ~ 4. „ ER F ~ t.'; 12 x TEE GUS 1 W W o INT STA ~yRB & k ~ W ~
~ ~ ~ ~ ~ 4 x5 x ( ' t 2 2 b RIP RAP OISSIAPTOR ~ ` ` 18+34.77 30 C _ ~ 49
~ ~ ~ 2Y , ~ ~ r WITH 0 A 4~'. ~ - 1 10" ~Y+ -40+00.00 k " ~ ~
0 g '~.E\ 4 ~a (,,r ~ 6 05 STONE . ETLAND x Op: , t; ~ 1 t~ ~ w ~ ~ ~ H .
~ <j J UBLE N ~ fNV OUT=325.5 ~ \ ,W MH 5,1: ' S1 p1,K ~ ~ t i ? z 3 Gv , ,otiw , H ~
~ry ~ 15 DA:0.38AC ~ ~j2 MH~4 N' ` ' ~ ~ 10+50.00 RIM=320.77 ti STA.13+15 STA:16+20.34 12 5 S t 30 ~ 'Q N ~ ~P 1 ~ z
~ 0~ N INV 15.64 3 ~ ~ OFFSET A'LT ' O 4. J r 4 OU INT STA OFFSET 6 LT , w ,~r 8j 1
r.~ V J R6' ~ ~ MH 3 14+80.12 ~ Q' S1 O(/ ' ~ S :14+74.12 =30+00.00 CB~1 DA:0.10AC k 2~ ~ ~ w , ~ z a 2Q' R' 1 V 1
~ Opt" /?qr ~ R ~ STA: +99.75 RIM-330.17 , R 1 ~ 3D VALLEY CURB o h 5 , t o ~ N ~
~ ~ ~ r 2j, ~ N=326.1 OUT=325.9 ~ ~ ~ 8c GUTTER w o ~ 't ~ ~ ~
~ ~ J VIN=317.0 J ~e t „ SR ~ t ~ ~ U
~ y t i ~ I
V ~v : ~ wC"'- a cn QO 1 J i CB#14 DA.0.62 AC , ~ + ~ ^y~L .a ~ ~ 1 51' RIGHT OF WAY ~ ~ ~ ~ ~
j STA: ~3+05.77 RIM=330.45 H p ?0• It ~ N lf~ n ~ ~ ~ ~ ~M
~ •J r OUT=326.9 r ~A8 .Q- , 1 ' 0 / J` J 0 AMP V ' ~ t 13.5' 27' B B 13.5' 12.0' ~ , t ~ 5' 7.0' / ~ . ~
/ J ash ~ ~ IOEWALK " t 1 SHOU R ~ ' ~(J / 1 SIDEWALK LOE C
J i . Jr C6~4 DA:0.63AC ~ r / r ~ J N r STA:30+36.56 RIM=334.63 CB~`2 DA:O. to ~ ` ~ PLANT STRIP / 1
r o, A 1 OUT=330.0 STA:15+99.75 RIM-33 ~ t
~ ~ R/~ r IN=326.5 OUTm3 ~ J r \ 'tTF C~ 1 U ~ c
J J Z ~R r CB 3 DA:0.04AC ~ r a \ ql ~ # ~ STREET TR E 5 ~
• ~ 9 G r ~ STA:15+15.59 RIM=331. J ~ ~ ~P~~ ~ IN=328.0 OUT=327.8 ~ N ~ 1 1 . ~ G~ t i ,
J ~S 0 , ~ ~ I •A ~ r ~ N \ F PLE \ L 'A~ ~ ~ ~ 3;1 MAX.
r r ~ ~ E~ ~ ~ v,. ` - ~ r ~ S ~ .c^~ t S ' < ~ >
~ N I ~ 1 ~ 1 R 'Q 1 3:1 MAX. 4"PER FT. /2 ~
r ? , v 9 ~ 30"CURB &
I r l M ~ I ~ ~ t< 1 r ~ ` v ~ " GUTTER 2 ` _ _ - , ; ~ 1.5" I-2 & 1 OVERLAY 1-2 ~ t ~
1 ~ ~ ~ ~ ~ ~ / ~ -I ~ ~ , c J + ~ .;,Y 1 1 8" CABC
~ J ! 1 ~ I - _ _ ~ _ _ _l z y2r ~ ~
BACKWATER ~KWATER
EASEMENT ELEV. CEMENT EIEVATi0N=330.70' NTS
LOW POINT OF )W POINT OF ROAD CROSSING
350 . 25.0 TOTAL ~ 350
. 75 100 7.5' ; ~ z
J Q
50'R/W 27' B/B . . .......VPI :STA 1 +7S.Q0....... . : ; 8„ABC & 2.5" i-2 ~(:~V $33. $ ; . 2.5 3. - 100 YR ELEV E Q
......................................CttR'VE~LE =100,Q0.............,......... • 1 SOP W ~ 1.4 S(~p •15 ~ F 3• ~ 345 W x
4 _ VPT'STA"1 +85;00........ :
; ~ .C.URVE..LE =90,00,. , . , . , . , . • . ~L~E • ~ 3.31,00........ ....E{. EV ~ 32 .E . .o ~ ...ELEV.. 1,6.0.,......, .
..N..... ~ELEV ~ 32 .65 ........M . , z m VE LEN=100,00 ~ ~ ~ .CURVE..L. N=60,00..... , , ....CUR
. o:~ K=2 .54 K=2:0.36 ~ K=23;7 ~ K=2:0.36 ....:..............:....w........,.. ~
W z ~ 340
(U~ ~M .off . 340 ~ ~ . o I~ o ~ ?a o
r
VPI STA 12+00;00 In - o .N~ ~ caw ~ . ~ .........o~ . . ~ ~ w o _ caw oo + ~ u~ w
:............:.............:............................:.........ELEV~ 32 .68...,....... ~ J aw..~ . ~ rn fl~ ..CO.
..CURVE.L N=102,..Q0...+~, .....:.....................G...A~.;....,............... ~ ~ ...w>..............,,......... ,~..+m ......Vp~ISTA 1+OO,Ob,,.... K=19.45 U caw a J ~ r~ . v ~ > a w ¢ ......:....Q . ~ N
.E•LEV 321, 7....., .............,..............,.............;..............,........~....,........,..a....... ~ .....W..J... ....W..Q.w. .....a,~...~„• 335 _ w _ w s ~ ~ a.~ ~ ,-w yr aw aw . ,7 . ~ W ¢ 4 W ~ ¢ 335 ¢ w w w TDP DF
W r., (n F- ~ W ~ w ~ ~ w > a. ; I-- 0 ; ....cn
o , . L.. , . . . . . . U ~ . . A ~ ~ d.. ~ U . .n . as~. o_ , , ~ z Ar ..GRA E " . ~ ~ ~ ~ .
_ : > (1. ~ ....r. ....A.......................... o
? ~ + ~ ~ > : ~ z ¢ t-
.~.-'°"uNS.~;E .....1,00%. 330. ~ a ~ 3 5l. ~ z
. ' w o: : ~5, ~ a
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, . ~~......RCP ......12 SIC . . a , o
...+.cu w . . F...w..,........ ~ ~ :12'MI . , , ...WL 25
325 > o~, 8° P ? W . U~
..p~ ~ ..,..,Q.W . C..1;23/...
.....mow 154ft...n........
-2,ap~.......... . , Whole.#.3..........;...........,..;..
r A,..1.4+;74,1 , . ~ 2 . 2
320 0 2 ~ - ~ ~ 48 RC @ SEWER E -332,65 @ SEWER ~ 3 O REVISIONS:
an o e ~ - . J . 03-31-04
~ G..3.. ,,.STA 13+15.00. I VERT'2-32 .10~ i~ . - ~ : . . EL=. 3.0,.48.:............. .
INV RT 1 323,2 64 •
~ 2~ TNV RT 2-323.0 . ~A . 315
315 .;.TWI 36".MCP .....,...has... .
. . , SCALE
anhoEe.. ~.1........:..............:..............: , . . AS SHOWN
TA=1.0+.7..4.,4 • ,
DIP FFSET 6' T • 310 IM=321;27. ; 31 DRAtiVNBY
: : : SPH
NV . LN. (22) .312.00. NV OUT=31 80
W^ : DATE:
om.. o
305. ~ . U ~ , , 02 17 04 305
PROJECT
.W ~ cn z • ; N . .
.:............:............:..............:..............:.o~,.. a.a
n ~ u
w w
,.a. 300 : 30 SHEET
I~ f~ et N 00 n N d- tU P~- PO to r- tf7 d• r, d' O ~ LO O f~ N 00 O f-- O ~d- r 0: 00
d- n cU N r-, O m m n r-- r O d` co P7 O 00 n n 1'-- 00 cU d• rn 00 6) 00 c0 6) O 0) It 6) M i~- N t0 O
q'O NN °.P7 00L6 cO(.U Oo L?oo porn 76 u~ O °°O C r 0?r- U?N ' N rnN q:N coN ll N "?O °?O 70 ' O Lq p 1O0 °p.O I?O 0'0) 7M (n 0) O O O - N N N M Q X6 r6 -;o ~o C Cd N,-* roO NCO Lqm oorn ~+b °oo r-~ : r-,
N N o) N ON NN ~N ~N N °'N N N N to r) n M M?~ M~ M~ NN) o~ ~M MPS 0) n oto Nto ~N ON N N N N N N N M M M M M M M M M M M M M M N N T- 295 n Mn V-) to Mn Mn tnpo Mto Mn Mn Mff) MP) Mn Mr) MPS MN) Mpo MPO nn Mtn Mn nn Mn Mn Mro M~ M~ to Mn ron nn Pon MPS ~N oN .-fry ~n Nn N~O ;7)to ~-n ON MN MN CI'N N : N :V M M M M M M M N N N MP7 Mn Mn Mf) Mf) MPry Mff) Mfg MPS Mr) Mn n : n 295
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+ 50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50

12' 18' 51' RIGHT OF WAY
``i `ttif 11 itl, ~lj/
5' 7 13.5' 2T B/e 13.5' 12.0' 11,E
+ ~ , i ,
. SIDEWALK SHOULDER :.,,O:~P 6~.,6 ~ PLANT STRIP ~ O J : l
~s: ~ Z: 10 d ;:n Q ~ -
i + 6' 7' c..~ tN W rn O: :3,°.
i t ~ STREET TR E C 'y °00 ~
- - - I .BACKWATER EASEME 30 ~V a~` ,se
~ ELEVATION:=330J0 I t 1 ,,rlilillttllttt~~`
SEA AT COW POINT bF ROAD CROSSING i ~ ) + 1 3:1 MAX.
i 30" VALLEY CURB
I + SO' NEUSE RIVER RIpA I + 3:1 MAX, 4"PER Fi. 1/2" R Fi. & GUTTER 30"CURB &
RIAN BUFF R I + t ~ 1,5" I-2 & 1" OVERLAY I-2 GUTTER
I I + ` ~ , t 1 8" CABC
4 I I f> 9 ~
I t = t ~ CB 3 DA:0.04AC I I I t
Q ST :15+15.59 RIM= 1.59 12"x8"TEE ~ IN-328.0 OUT=327 ~ + ,3~g 'BIg W
t W 2~ + I ("T"I Rr W 2~ NTS Rr
C8 4 DA:0:63 I I 50 INT STA # _ I i MH ))1I14 i'fl w ~
30+00.00 r STA.30+36.56 IM-334.63 I INT STA OUT=330.0 34+97.73 t STA:37+62. 1 I ~
=14+80.12 ~ G I =50+00.00 t OFFSET 6' T I I I
MH 3 ~ I Z MH#12 I I t STA.29+99.67 STA:32+84.82 I MH#13 + HC RAMP ~i I z
OFFSET 6'RT r ~ OFFSET 6'RT STA:35+12.67 8"x6"TEE " 8 ~ I I ~ ~ ~ I I W wo
~R , ~ STATION 6'RT I I w~^
. ~,0 , O ~ O/ 1 ~ ~ ~ ~ DOUBLE ~ E.t
r l 472~''~-. , 4,27 a i l CB#12 DAt0,63AC I I I y I ~I ~ ~ ~ STA~35+37,77 RIM=355:58 I
n ' _ _ _ ---'_'1...=- " X3.18% IN(11)=352:0 IN(10)=351:0 I H _ z
~ - 6 ,~2q.ReP CB#8 DA:0.9 C I . DUT-350:8 CB#17 DAt0,35AC I ~"1 U A.0,9 C I CB#11 DAt0:92AC _ - - - '~C
~ o 6 ~ STA:37+67.56 RIM=364.7 1=364.7 1 ~ = I STA 6 18:75 RIM-368:13 I i~ Z ~ ~ ~ STA~50+40:53 RIM 356:61 I T= ~ ~ 1T=360 6 8x6 TEE ~ ~ I DU 364:7 ~ I ~ ~ OUT=353:1 I I + B'x6`TEE
y - - _ 228,-3a"RCPc~3-7 / IN-360.8 OUT-360 6 ~ 9s H Z
Il ' SO R/W - ~ ~ / CB#10 DA:0.53 1 CB 9 DA:0.90AC ~ ~ 21 g ~ ~s.~ HC RAMP• Q• # 1 .S• .9 ~ Ul O 1AC , 50 R/W 2 B/6 ~ o
G, ~B I ~ STA:36+04.03 RIM=35 08 STA:36+85.30 RIM=3611.16 C8~13 DA:0.43AC z I ~ 3538 OUT-353,6 iN-357:1 OUT-356,9 - h 1 RIM-3f~1.16 CRAMP ti, w O i=356:9 INT STAB 2S © ~ ~
/ ~ STA: +10.91 RIM=347.00 w t "C RB & GUTTE 50+00:00 ~ R FH ~f' a ~
Gv ~ IN=342,2 OUT=342.0 ~ w ~ CIRCULAR , , , _ , --s. INT STAt U =34+9773 - `i----- - ~ w --ftf ~ 53+30:82 ~ I
/ ~ I ~ D = 3°44 41 , t ~ - 2 T ~6b+~9:7~ ~ ~ o o
/ I aw I T=413.27 t I _ _ _ _ ___MHB:24 iCJ MH#1~ 4 STAt53+36:82 ~j
~ ~ z R 1530.00 ~ DOUBLE 1 STA~50+05:99 - - - - _ _ - - _ HC RAMP 'pFF'SE`1~'RT tt--~~
~ / o = CB~12 DA:0.63AC t ~ ~ ~ ~ a~ L 807.27 I / ~ ~ ~ i o STA:35+37.77 RIM=35 .58 1 OFFSET 6 RT ~ i ~ ~ ~ " MH#29 ?s I~ MM ~
~ ~o b i C = 797.94 I tn(f} IN(10)=351.0 IN(11)= 52.0 ~ ~ N O _ t ~ t + ~ W STA 52 34,01 '-4' REDUCER f--. FH I OFFSET 6'RT ~ m i~1
~ ~ ` N I OUT-350.8 1 CQ W
i •m ~ ~ ~ ~ / ^ i I I STA:50+40.43 RIM=356.1 , i' ' ~ I m U m ~ ~ I ~
~ I I ~ OUT=353.1 ' N 1 I~ I N o a
E~~ INV OUT=340.0 I ` N I .I I ' ' t ~ ~ i G~ 8'x15'x24" OJ t w3 11 I~
~ ~~P 1 RIP RAP DISSIPATOR _'""'"--r ~ i- I ~ ~ _ I.LI ~ I I ~ W ~
~ \ ~4 I I rr t ~ M, I ~ I(Yo t>~ I I ~ ~
i { V/ 1 1 ~ f~- ~ - I I ~
~ / ~ 1 ` / l { I 1 i n .
\ t I I I i ` SCALES: 1 I I
/ ~ 1 1 1" =50' HOR ~ ~ I I 1
SCALES: ~ ~ I 25.0 TOTAL 1 ' I •I
1" =50' HOR ~ ' ~ » 7.5' 10.0' 7.5' ~ (~I ~
1 =5 VER
2.5' 3. --100 YR ELEV`---- PE
~l S S~0 1.4 (pp
F ~
w
AI . ~ : .
365 _ ; . N ' 365 380 380 N
1f M ~ )f 71
7, .
50 R/W 2 B/B . . F 50'R/W 2TB/B ~
H 8 BC&2. $„ABC & 2.5" I-2 _ _ ~ N ~ ,
360 ; .r; r., 2 360 375 375
CURB ~ 3~ ~R~ , , ~ +
GRADE ~r....: 2~
H ~ (2~I° ; VPI..T.A. 32+75:0. oM ; ; .....,.yl....... 3~U In... W - ~
» @ KEY MAP - 1 = 1000 _ ; ELE ..34.5.6.4... . ~ ; ~ ~R In a KEY MAP - 1' - 1000' o to
355 _ CUR E LEN= ~r z .~2~ . 100 0 2 . 355 370 o M _ + ~ ~ ; H VPI STA 51+50;00 0 370
+ f7 gR~ f0 2 . X26 ELEV 36 .89 ~ ~ ~ TPDF : _ _ . CURVE L N=10000 . ~ , C RB GRAD ~ . J. a.
Crj~ N9Ey 1 .a... r W ~pQ, _ E . . K.=49165..........
o ltd J b , . O,:a... ~ mow..... _ .~Q: m aW ~ z
2~'yt ~ 3 anhole #14 4 p1,.~...... oOR ..~W H
350 I- , ra=37+6~,3 + a 3 350 365 + 365
> ~ m~ v o O
w ~ 1. L . , .....3 L..363.,93... , , ~P@... NV IN (15) 356,30 c... ~ ,.Lt: N z5 W o QW 356,3; ,
. . W .,30 NV OUT '(13 =356;10 . 3 =356,10 _ ~ W . _ D ~~EV _ , j' . r .

345 - TOp F _ _ ~ _ . e 12 MIN R. o.~ Q L. A 345 360 ~ 360
H
. _
~O..R.C . . : _ ~
25' T 3;'~9 ' an e. . . ~~~.D ElE C _ +12.67 zs~ P OFFS T 6 .RT
340 , ~ S,r, . , . ; z gf RIM= 54:50' 9 ~.~..8in. P. p V f a
- ,
r>cv.~ .x. ; , . ;INV. UT .(12J.=34 ,0 . w + ~ 9g.
w....o.c~.:.-~... ~ ~ ~ Manhole 24 STA~.53+g ,82 . ....1,15, . Mdnho e #29
_ w ~ . , . a9 , STA=S +3401 DEF;ET 6 RT... ; ;
Qom. ; . _ ashore #'12 . 335 ; RIM=365:4 @. ~ _ ...~f F.SE ..6.` .RT. . . : 335 350 :
~ _ 30° RC . , RIM=3 3,09: IN IN(89) 356,40 , . 350 REVISIONS:
FFSE;f. 6... T. . B . IN IN(30i 356.4.0 - -
IM=345,87 51' RIG NV IN (13> 338;60. _ . . 03 31 04 INV OUT- 56.00:
~.5 . . , _ . NV Ol1T (3 =338;10... ; _ . .
J , 8' PVC
330 .Q 5 7.0 13.5' 2T B/B 13.5' 12.0' 330 345 : 345
2~C SIDEWALK SHOULDER PLANT STRIP . _ 12 18" a :Marsh le #13 8 PVC .....:STA= 0+05,99.... . , . _ _ . _ SCALE:
.....:OFFS T. b'. RT
A RIM.= S3,70.
STREET TR E C • -INV N (14)=344.0
325 ~ ~ _ . 8 PVC 325 340 , _ ,INV UT (12>=34 ;90 _ ; 340 DRAWN BY:
_ 3:1 MAX, SP H
i 0" 611 7„ " ' " 3.1 MAX.
Manhol #3 w w /2 R Ff. .....STA=29 9967:. Q~ .p... _ . 3:1 MAX. 4 PER Ft. w~: w DATE:
OFFSET. 6`. RT. .Q 3o"CURB & o. om: ~a Q.~.~... 02-1'7-04
320 = CCU L5" I- 1" Y - GUTTER RIM 33 .65 ~ 30 2 & ovERU~ i 2 320 335 . 335
= o,~ ~ B" cABc ,moo 00 Z, ~ PROJECT N0.
z. ~ 30 VALLEY CURB w ~ ~ _
INV..OU .(2).=325,10 pa, > n. o J-478(10A} 00
~ . L X
~ W tX. V V I I L I\ d.. NTS NTS 3151 3 .
315 30 330
SHEET
f~ 41 O U) m ~t 00 n ~ N ~ cD O c~ 00 cD ~ O 0/~0/ ~ M I~ r,-- r. c/D~ O Lo to ~0 c0 O N O 00 r-- (0 4-
(C) 'd" cD w 00 cD (D LC) LO d" ~ M t~ N N O O U 0') 00 00 A cD cD In to O (0 4- d- N O O n m (.U n o 004 C° 4 v) Nr-- rn00 rnO) Lq O oO (0,- NN r,N cv rn ~6 . dU~ o N
N n - N ~ N N O C9 r tn . to c0 c0 N 00 d ~ . O . O,- -7 N 00 d- N u( 00 (,6 Lq M N OO N cD N M oo aD ~ ~ N cD I- r . 00 . . M O . .d' , ~A.(~ . . cD O N ~ 0 w 0) M O ctN d' MdM dd' dM d' (D 00 O N LO M rj to d' t~ d- d' d- d' U1 to L~ M LO c0 LO to OD In 0) to 0 cD N/~ cD M cD cD cD to at c0 to Uf) I- N M 0 M 0 0(0 (0 tD N C0 N (D 'O(0 "Cp (D (0 LO U') (0
M M M M d "I d d- d' d d d d to M M In tf) to M M N cD (0 t0 cD W (0 310 M~ Mrs M~ M~rJ M~ Mrs M~ M~ Mrs M~ M~ Mrs M?~ M~ M~ M~ M~ 1+)r~ M?7 Mrs M~ Mrs Mrs Mtn M~ M~ M~ M~ M~ M~ M 5 310 325
325
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38 +50 38+00 49+00 49+50 50+ of 9 00 50+50 51 +00 51+50 52+00 52+50 53+00. 53+50 54+00

12" 18" 51' RIGHT OF WAY
I ' I I
1 t y 11 ~S~tUt~ililr,,
5' 7,0' 13.5' 27' B/B 13,5' 12.0' ~ I
SIDEWALK SHOULDER 6S •'P
PLANT STRIP ~ Z:~
10" ~r-_ 6» 7» f ~ oc~ eN W rn ~ :
STREET TR E C • ~ N s'
~d •.,•~yd ; ~ .
3~_.~., 0 ~ "rrrrrnun~~tP~~~
3:1 MAX.
30" VALLEY CURB
3:1 MAX. 4"PER Fi. 1/2" R FT. & GUTTER ~ 3o"CURB & Flo,
GUTTER 4~6 1,5 I-2 & 1 OVERLAY i-2 ~1~,4 / ~6 Sfij ~
8" CABC
1 1 1
Z 1
i ~ ~ ~
` ~ ~ I !i ~~~NTS W
I 1 1 I ~ I ~ i ~ ~ ~ rn
I I I I I 3q4 4 ~ ~
SF 5~ ~ ~ SF ~ 1 ~ H
I , ~ ~ o o ~ ~ ~ x 1 ~
I I I , I ~ o I I I I I I MH#23 ~ o ~ / H ~
i I STA:70+09.50 G~~a ~ Q Q W wo
I OFFSET 6'LT ~ ~`0 ~ I CL SAC STA: ~ ~ ~ / W N ^ ~ ~ ~
I I IM STA: i MH 24 69+92.83 1 ~ ^ 66+59.75 # I I I FP ~ L3 H ~
I I _ I STA,66+65,5 I CB 19 DA:.8 A ~ ~ J~ ~ MH#25 -53+30.82 OFFSET 6'L i~ 0 5 C ~
„ STA:69+3 .77 RIM=348.05 ~ STA:64+ ,10 8 x6"TEE 50 R I ~ ~ ~ r9s z 86 H U
OFFSET T /W 27 B/B OUT=344,6 I - - - 5R ' - R ~ sF, ~ ,~~z~
•yg ~ w
~ , ' ~ 2"B@-ASS-- - ~'p: 3+92.75 MN#23 S H Z ~ t!~ O
4 + ~ , ~ . ~ _g. ~ G °o ~ ~C o
, p HC RAMP ~ . o 0 ~ w o
HC RAMP 317 -15 RCP®8 4 » ,5~ o o ~
as Fr 9 ~ ~
STA;66+18,75 R M=368,13 `'S•~ i h~ ti i 2p. UT=364.7 ti CB# 8 DA:0.16AC , 3~ N 55 5 1 ~ N/ Z E~ o ~
I r 8"-4"REDUCER STA:69+35.7 RIM=348.05 4 I I ~ I ~R• ~'9 I IN(17)=344,41N(19) 344.4 I O rte.-
UT=344. ~ 9 ~ 1 0 2 CB~20 DA;0.2 C s° s; ~ / ~ 0 \ F~' ~
R F ~ ~ c ~ STA:219' RIM=339.0 A~ / ~ ~ ~ f7~
-i - - I y 11N-336.4 OUT-33612 ~ S~ SF (n I o,~\ ~ ~ ~ ~ Isj
I o II i I INV OUT=330.5 Fi(r ~ ~ My
- - - 4'x8'x24" ~ #2 ~ U 2 ~ / s ~ ~
I (n ~ m MH~29 RIP ~AP DISSIPATOR + STA.52+34,01 I WITH 1 5 T DOSONE rq; ~X . ~ i
Z I .I w I , cv OFFSET 6 RT I I 'L 40 ~ ~ 2, ~ GQ
frl ° W I / rv 3 I ~,a` '
~ \ ? 5~ 1 ~ F I ~ i 1 ~ F ~
I ~ 1 I ~ I I I P~' i
~ ~ ~ I P ~ i ~
I 1 , p~ / ~ ~ p
- _ I ti I ~
SCALE'S ( ~
1" =50' NOR SCALES:
1" =5' VER 1" =50' HOR ~ ~ ~ 1
1" =5' VER o~
rid. 1' w
0 ` • \ \ } w ~ w
~t ~ ~ ori..;... V. L.S~TA 65+ 0,00
380 380. a w ~ C RVE LEN=10 .00 : N
hJ ~ Q
a W ~1 1 ~ J. w ~ Z J
° 50'R/W 278/6 • A „ a a
Y.I : ~0 O ~
2
375 375 350 350
aw ~ ~ J +D...... U~ o z
Vi W . .
I- ~ a . . a N . ...............?OP.B KEY MAP - 1 = 1 000 » , w
, . CURB ~ , z ~ ~
370. 370 345 v 345 0 U
. W r~ W
r,...;...... o.. W V1 Y v` 3
o N VP STA '68+SO 00 . ....ocu.....:...EL ...355,49.........
o OD , ; + ~ , . CU E LEN=100 0...: , ; . H [n ~
365. ~M K- l,l0 365 340 340 z
. . Z
Man ole #25 ~ p ~ w ..STA' 64+'11.10.. 0
. . . ~ ~ O ~
.OFF ET 6 LT 4,.q6, w ;RIM= 77,4. ; .wE ~ ~ , . , ; ~ ~ ~
3fi0 - o~ 360 335 . INV IN (26>-36 .80 335 a ~
_ o'" ~ , _ F +M Q a
Q ~
;....aw.....;..... R. DE...:_ J
~J 0
Manhot #24~.... ,....,~w.. 355 355 330 330 U~
- a m OFFSE 6 LT ,
RIM=36 .42 ~ . _ a
W . . INV I1V (25)-358,4 ~ ~ • ~ ~ 5~ STA- +92,7 RIM= 1,
:............INV..IN (29>=356,4........,..............,..... ~r;.................. INV IN (30)=356,4
.....,,.....35 .....INV 0 T t23~=3 6. d v o, 0 325 ~ - 325
REVISIONS:
a' M 03-31-04
.....3

w , ,8,.. ,J.. , 345 . ,o . - w o~ 345 320
N 15 RC 320 an n e
, ,fig. , .
. ~ 6 • SCALE:
j........ . INV IN=3 1,40 AS SHOWN
w s/ Q - ,
340 _ ~ , ~ , . 340 315 315 DRAWN BY:
PVC PvC SPH
9
w w DATE:
ar.~,~... _ ~ ~ Manho e ~#23 02-17-04
335. ~ - + 335 310 STA 7 09.50 310
o ~ F E ' L ; o, .z.. ~ _ , . ......RIM=3 1;52........ . . Manh le #1 _ PROJECT N0.
0. ~ _ . ; : ENV ..L ..(2a)=335. J-478(l0A)
n.a:- o, x.........: ........:.............INV O .T (22)=33, ,00....:. .w INV I (22) 312,00
r~iv r IM1- 1 A 9(1
330 330 305 305 SHEET
N (D M N (0 M N (0 M N M (D N (D O N ~ ~ ~ O
O O M M M O d- ~ It O (D n m U-) N r~- O N m (D d- n
co r c~ r u M r u?~ rn(0 u?to , n 00N u}O Naj opp (D ~L6 cD.ri rn,: OR 00 rco 00.d' rN a O N I~ tD d' 7 N O r w N M cv 0 0o W O M rn u~ M w
n{~ ~h M Nh cp °ic0 (0 c0 (D (D (0 lo d"t
' r ~ I r r r co co ~ co (0 co ~ ~ to to ~ ~ ~ ~ ~r ~ a~ ~ 3~5 r7 Mr~ Mr7 V) ro Mrs Mrs Mrs Mr7 ton Mr7 M17 Mrs Mr7 Mrs Mr7 Mro MM Mr7 Mrs Mrs rn Mrs Mr7 to M 325 300 300
64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71-00 -1+00 -0+50 0+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 of 9

/ 1 I - 0-F / W 14,096 S
/ - ,~r Q , ~
/ / 3 ~
0 / / z: ~
i ~ ~
MANHpIE SH ~ OWN QN PEANS ~
BY B&F CpNSU W OR SUNSET pAKS LTING MH#41 S7 r r~ %d '••~d.,...~• ~ti .
StA~ 57+ PHASE A 1+24,64 FEMP ~ 42,73-0+p S ~F C 11,128 S.F. ,,~N pP~,,
~hljs QED ~ per ~I i~NA oar ~ ~+ri~ritii~ttity1~
~~S R F~ ~ 100 ~ ~
_ _ 13,208
X < ~ ~ ~ ~
v 0 0
/v ~ P / 'L
/ 0 ~ ~ 1
~ ~ ~H
D z ~ 14, 58 .F. ~ W
/ p c ~ \ c>: . W ~ ~ ~
G W W Z ~
/ W~jLAN U. DS ~ ~ ~ H ~
A ~ / ~ ~ EMp ~ ~ W qF F C7
2 / Q 1MI~s p1ED MH#4 ~ ~ z ~EStgc~ F~ggq ` s Srp, io+li,s~ M F ~
~ ~ p YR H 1 16,503 W w p ~ Loo _ _ . 1 +6 , 5 11 40 ~ w ~t
Q a Q ~ 6~ d a ~ ~
I ti MH#41 ~ F ~ ~ ~ ~
~ ~ H
/ w w a e~ n E z > S 87 24 + 0 H U
~ / A 4+41,6Q ti ~ + ~z~ ~ _ a a~~ o ~ w
\ 0 N ~ ~1FA~~ _ _
/ 43 STA. 6+ _ OU 39,$1 ~ / ~ o F z ~ ~ o
- - MH# 4 STAB $+5 ~ ~ ~ o
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\ / ~ ~ ~ ~
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1
S ES: ~ ~l ~ SCALES:
- 0 HOR ~ ~ r, 1" =50' HOR
1 = VER ~ ~ " =5' VER
~
\ ~ ~ ~ ~ \ ~ / ~ ~
~ _ ~ ~ /
w
O
340 340 34 40
ri ~i N w
w
335 335 33 35 a
w
H
330 330 33 30 O
325 325 32 25 W
N
r
320 320 32 20
315 315 315 315
REVISIONS:
8 P C
15n PV 15 ft
R DIP 0 . , f t 6~n C C R DIP 0.
p C0,2%
310 310 310 310 3•
SING 8" IP anhol #44 'ir
I5 n anhol #43 TA=8 5657 SCALE: S A=10 1L57 a _
M nhol #42 - E =324 00 AS SHOWN - _ IM=3 1,27
NVER 1=31 .60 I VER 2=31 .60 NV IN( = 14,
305 ,50 , - _ NVER 2=3 2,40 DI 0 - 305 30 an o - 05 DRAWN BY:
anho e #4 I VERT 2=31 .20 - SPH
NVER IN O=308 30
NVER 1=3 7,20 DATE:
a o e + NVER 2=3 7,00 03-31-04
300 - 300 30 00
PROJECT N0.
J-478 10A)
295 295 29 95 SHEET
290 7 290 29 90
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 1+50 8+00 8+50 9+00 9+50 10+00 10+50 90+00 90+50 91+00 91+50 92+00 92+50 of 9

to P4V1ElEA a PIPE A~w'h EARiH All CC+FJIED BY DIY NNMlIEYFR IS ~ ~ URGE ANGULAR RbrX ~``1~~111111rlrlrllrr,/
w we _ _ W ~L,Ge/lBw +7VrIW{IeL ~a, ~'"ll /r1 Fk1ER FAARlC I ~P
f'- YNtl~NL q OFLC1®n 1K OKEkDt ~ W T11NCAl RIP RAP CHANNEL {REVISED: 1-1-e6) • ti, ~°1, °.•r? o~,P v~, . 6~
d _ili ~ =~,o ~ ~ .m
~ tM STEEP CUT OR Flll SLOPE 18• ~ 4' to fY NN ro o~ u[ wAES d I
fK1ER FASIdC OR ~ iD xi SLOPE (MAK) ORA1tL SEODSIO FK1ER FASfpO OR 16 cAPAatt a PIPE anwtn ~ W ~ ~ rocElNEn . aux FULL AAW r ~ . „ , , Shoulders, Side Ditches Slo es M x ; t U3 ~ •
~~p~`CRp~AIE~L ByE~DD~~gl6 aiuAE i ->TN« N~WOM YTpI `4'., ~;4' 4 t i;~, EUtiN ALL COVFREP BY O y J v ' C~ a,~'';~. LARGE ANCLILAR Rage DATE TYPE PIANANG RATE sir O , R
uo aMoalaaiNO° (sNAPEn SY BtALD02ER Im+o t~ GOIRSE AoQAEGATE N D
ro eE USED WHERE EKOESYfE STIXWWATER iaOaTMS PRDINErr >EaErAnME LAYRtS qtr 1 gGtdPO Aug 15 -Nov 1 Toll Fescue ,300 Ibs ocro tI11iP161itt p.e bO oOe .ae 8 00°00 °D od o0 0 °0$..00°0$°'° /
w ~zE a STONE MUST K x1EAlIPED sY APPROPRIATE oES?xl PROCEDURE. Nov i -Mar 1 Tali Fescue 300 Ibs/acre 0 Cgo $ao ° o0a ~0°000 0°00~ ~ tl0~ 0 o a Oo°0 00 00 0o,a 0 °0 o0o O oOe~ a O 00 O p o O & ADNiiI Rye /
on oQCoP. ba a.ope o000000.o.ooaoe.o°0~ 25 Auacro e C o 0 0 0 o a o 0 0 0 .o Mor 1 -Apr 15 Tall Fescue ° o~~o°d° .00•°04 0o C°.o..a o. oo.poe°po0 30016s/oaa
rost uPSLCPE TOE POSI114E CRADE 1.0% MAX ~ d T ~~S FOR d e w vARES ACODADND „yq, ~ 4' io 1Y ~ wC[ dM1[ICI1t nwo h tE' AW RAP DEPtN AS PEA OE514N oR REFER TO e o $ Apr 15 -Jun 30 HuAed Common aermudogrwe 25 Ibs/ocro p OOO o o ,o0p OpOp o.a 0 0 o Jul 1 -Aug 15 Tok FeeCaO and 1201b6/acre t0 00.00 Ap 0 ° 0 c 'a0~ 0000 p 0 0m °0 p•°0 00~.
~ SIDE SLOPES ~ 6' FlLTEA fABPoC OR tAB1E, .wt Y3 roNE nar MiEt1 dcYMa AREA ~ ru tat 1: 1 (NAK.) I ORA~1 BEDDDKi ca ~°~o°P 0 ~ o?a oo° po 0 O o o ~o ~ e p0o; 0~ ne&owrttop Millet 35 Ibs/ocro e o eo a ° Ooa GO "+a Sorghum-Sudan Ftyhrids 30 Ibs/acre
G41 M01 L1'tl~ il/ /AY Np K1q M 4 ~ • PoA ~ONR O/ MLI ?wqa TLO NOM IpCEfNAMMA UY ~
-OD OI ALT twN[KEYS TOR}1w~WiLL Na dl W,ffO 4NK. ' debE ~ „eT ~ s1APE08YIroTOR ptADER1 STONE CLA FlCA ON RIP AP II FTH ara PLllt ~ ~ ~ ~ ~ ~ ~ ~ ~ s ;,~5 Slopes (3:1 to 2:1)
t a~ pao~ S1FEP CUr OR FlLL ROPE S 1 4 DALE DESpAPAGtI YPP a BATA( ~,;,.fi:~,'i°`..~.t;? iGP a B,Iraf IAor 1 - Jun 1 Sericeo Lespedeia (scarified) 50 Ibs/ocro ~
gENS10NS N DATE DE9CRP110N Q d -3(i DAZE DESCtiW110N ~ Yi~rti~~ • REYISI011S ogre oESCRronoN ~ ~ (Mar i -Apr 15) Add Toli Fescue 120 Ibs/acre
TEMPORARY STREAMI CROSSING i 1 A (Mar , -Jun 30) Or Add Weap(ng LovegraAa 10 Ihs/acre W
RIP RAP LINED CHANNELS 10 O (Mar 1 -Jun 30) Or Add Hulled Common Bemwdogrose 25 IbB/aaa ~ Jun 1 -Sept N•I'all Fescue and 120 Ibs/ocro !•+f
STANDARD TEMPORARY SILT FENCE 1 DIVERSION DITCH 9 1~ •••arowntop Millet ~ 35 Ibs/ocro
•••or Saghum-Sudon Hybr(ds 30 Ibsloos E-•'I
P Sep 1 -Mar 1 SeHoeo Lespedezo (unhulbd-unecarifled) 7D Ibs/acre pBOuIblwFlalAree- ~ I ~1F~t ~ ~ ~ / NBWas.delHeeglennei and Tall Fescue 120 Ibs/Dare
TOP ELEYAlION a srORMWAIER 0.5-1' ' ~~„Ig ~ir L G (Nov 1 -Mar 1) Add Abrutti Rye 25 Ibs/ocro
I~ONE~ 1 ~ ~ SLIT SIIFr1CNOfT TO KEEP L PUT SR.T PMCE OR 1RD: PR0IECTKNI fENCE OP 1 SEOWERT CN 517E TO EFISt~E COMSiRVC1lON ERTRkKE IS USED. ~ p ~ A ~ L(~ 1 do W W O 5
' ~.N 1:N':' v".: ~Y:^.li'e~,*i"•a'ti 2 iF CLIISTRUCTION W 1F~ SAES AAE SUpI 1HAT OES1Sy,Qf' 5PILLWAYS wti ..u ~ Y~, ...t. nw;+'.,i ;:.F.:i: " ,•i- 7NE MlN11S NOT REMOVED BY ilE MDKCI.E TRAIEL- -'~•,+e^'*'*'f^ I E105T1N0 SLOPE -'*";<Y-S` STONE ro SE•USEO'`~` RIO 01ER nE STONE, iNEN iNE 1ME3 a t1E •:h: u• s rWNy Chi ~
ORANIAOE AREA MER LPIWTM 74' OR WDTN a VEHICLES YV9T SE wASNm SEFOEE ENIEANG THE 'i:: v isr^'~~,'•.'; "„~•.`•;;;r;`:;v (AaiES) (FT) CUSS 1 AA+-RAP r0.SER FABRIC ENS1N0 '`ti±' ~lsUAfk S10NE OR AAEROAO" PROPOSED SINFEL ,.s• ~Rp 1 4,0 ROApwer „suusn~.,.•',;.; wwcrEVER 1s PIAKIC RDAD. •.5, N 1 wt11R 54pY5 Corteult ConeervaGon Engineer or Shc Coneerwtion Service fa r •A.' W ~ .-i 7NQP RtaytC~~ DdEle. " P10n addkbnal fntomtatbn conceml other alternatives to station of E"I ~ ~ ~ ~
z 40 !;`.r? r~<u~~~`ti^..;,,~~ti~1>;~,`.,y GREATER. ~,ro~''`:., a W A PRQECT EON'ISRIFS ro PULL w,D At0 DEBRIS AOAaWAY '':aEN, sTaiE"~ ,,D7• 17 '(11EP I ~IeP ~>ne~ T`o tg L. demrded crow. The above vageloNon raise aro thox whbh do well under `T0~ Of L'rAt.IL ; ~ ~ toed conditions; other eeedMg rate eombinatbne are poealMe. 1~~~"'lll
4 10.0 ^`I^.~,,. e.` . ;'•}`i ON TO 111E PUBUO ROAD. TIE OOiEPo1Nt6 AUIFIOItl1Y , 1~ .FA&9C MAY SE ADOEO UIOER THE STONE `rO~ C~ S 12.0 .`<,~l•.: ,•`r,';: ;,e~+;~<•.`. WLL CIFAN 11E AR[A AND NN71OE R1E fINMIgALLY ••'r „a.,.,; ~ . RESPONSIBLE PER90N AS MAK`ATED ON 11E FWlHCIAI y WNICII MOUD 100 TOTAL 18E M tNE LOPE 1 DI ONS ARE MWMUAI ~ RF9PONSIBAITY r01tl1 ` " CONSIAUC11M1 ENiPANCE `5 a,. ~ S~opt. M1~ 1~af I~. I w,isHF~ s„>•~ ~ F--I Z
QD91AAi SLOPES ~ '4 ~ 7'~r'~ fll.t~ ~ ° A es•Tem - Resesd accord' ~ U , SgCemAA Fo@r Nwoa Pow' ag to optimum season fa desired permanent
,~,ENr a EAOTH oET~dte'D ar E103TRK: tOPOCRAPN AND 1 L, IBlhot wgelolbn. Da not dibw temporary cover to grow over 12" in height betas ~~--II math m me dprep r~-I
uawlr sTCAACE REQUNOiD. ~ 1 N9Y AW RM W10 THE DAM SAX 3 r r L~ts141 P~DBOwC B wN ~aelmw p d,t s omBa the may mowlnq, otherwhte fescue nay be shaded oul~ 5 R 3 Y ~8 L sfono danleur but not lees H
fpi SUAIUUnON. d~ ~ d ' G 6~ APeoal oven s• se ~ ~ 3.InawelFdeiinsdchanrole0~
6'-I, ;L'+e E7OS1S16 ROADWAY MN, IS' MM, ~ f~NS11n1O110N~ NEW OONSTRUCnON `^`a. , . EKISTN6 ROADWAY W IQ. A~'tA14 renelheaprarluPUwclwnBt fwy A benke to an slewltron of 8• W
.4.'+~ :`i~WEIR':Tt,SJ., ~b , KEYED Aw+RAP . F derma orb dthi~ O ~4 pAlrt 'ahionwerblees. SING SCFI£DULE a
S' ;:at'..>H;... ..ri ~.•t~. .e.e. ;,w.:dj,4p+~:'}>. ~ ti' MIN. R67 WAAED STOLE a.ANler waMeslatlror fabr~e \y,, ry~ 7 I• p ~ Bnwld he insldYa hernBan b' J I __rr IS PIBn IheriprapsMShclamdedon.
*~y iN5 EHIRANCL APPLIES ONLY TO EN11tANCFS ~1 ABAIC IRlDER STOLE a womwu SPRRE fAMA,Y ~soATrrul. lgdf& , r a' C, OI~cR AA+O BuGV yy t(J
RENSIOHS ppS1gp REVI9CNS AENSIONS FBI 1AKP pQoTl~lo+d WEIR. 7AR.P EDfsE, ~ to r`~ (BnrN• 12• ei ~Atwl
DAn[ DESCRWnON e~~.~e ~~r~yy~~~yfElf~~p OAIE DEStPoP1N1N >I~E~7„FSE,SXAEX~i DAg O~ . wpe wox 1doNlal NAa TiAiii~i >r
AM AEO wtruT auAT oxA + , ~ 0~ ,r B. ~ ~
NO~ CHECK DAM 6 CONSTRUCTION ENTRANCE 7 RESIDENTIAL CONSTRUCTION ENTRANCE 8 1401 G~ • I.~til 3.C,anAA ~ AXer 8 ~ bw $CH aD PYC with clean-out cap aaQQd slats. Slots shell alugn
i) DralBdoBln riser shell be laced at 90" intervals arolxrd the be }w aide vertical sari cuts. Slots shBli~ set o1 slots shall be separated R P P
611 ba 8 long. I RA APRON U pipe (4 slats?• Slo 4n of solid pipe. The member of sets of slots shall be
51REAM diANNEI IN~STREAM END a Fraa the next set by depth of basin sinus one. 1.) CHISEL COMPACTED AREAS AND SPREAD TQPSOIL 3 INCHES a
B f (MIEIONT ~ STOAN DRAD! DEMA}~p, 21 r used to protect tle weir shall be the width specified, The length of 0 P 2) ~ ~ D EE OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE,
W , ~ CONCRETE ELOCf( T, / ~ 1 ~ i ANtFACE 0.OW . t/3 PAt ter shell be according to available supply. IP multiple tarps are u~ 1e~gst 12n. D hen to s shall be overlapped extend protection to toe or bAtdiscope tta • tetp short ~ ~ mil heavy 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
r. t ~ „ ~ dMXtSTON i OLWEIER ~ ~ d. e ' 'P. ¦ Upstream tarp shall overlsp ~resi is once 3J REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS duty silver tarpaulins foi a~ ~ full. LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
~ ~ ' ¦ . • ~ ~ d ~a Basin shall be cleaned au - 4.) APPLY AGRICULTURAL LIME, FERTILIZER, ANO SUPERPHOSPHATE
BiNtl' BOTT011 I r , ~ ~ a PLYWn00 UNIFORMLY AND MIX WtfH SOIL (SEE BELOW).
I fin. •-'ti~ 1L f / I 1 _
{y, d ( M w NOTE ALL PMIIALLY CpF1ETEL STgW ORNNS 3~4• ~ PLYYA00 C U S T O M BASIN 5.) CONTINUE TILLAGE UNTIL A wEll-PULVERIZED, F1RM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP,
STDNE APPAOI4N SCCIWN ~ EACfI DAYACCOItl1AlICL M TIKX L LAY ONE kOCII W EACIi 910E a 1HE S/RUCnAE ~ _ xl YAK !LOPE ON ROAD ON ITS SIDE SI THE • / STONE OYt7t P'OST ( A~1ENT nE FOIADA WN 91b1AD SESE EKCA Av~1[D ...r 6.) SEED ON A FRESHLY RREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
( YN9E9 BELOW TIE CREST a THE STORM EEtBS. iRTER CLO1H uPSTRFAM END a OM]IfLOw GRAN. PLACE nE BDITOY AOW a BIOd(S ASNNST 7.) MULCH IMMEDWTELY AFTER SEEDING ANDANCHOR MULCH•
BTOAU ORNU THE toBE a nE S1aw giAN ?Olt uTatAL SUppDAi xl ADPE. ORAYEL iE.iER I. CUSS S STONE - MNIMM OFPTN a 14' ~NFEO[D, pV[ UIOML~ SIMORT BLBS[OATNT
2 UNDERCUT FOR StONE PLACEMENT SUNS • 1 3 PIPE ~1 191 w00D S1UDB INII00011 ~ : • ' ' WIRE SCREEN 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR
' ' 'o: ~ WNEI~7IIYNFI II 1~ 9 tl~iER~~ POY SkrotlENi CPoGIIIAL STAEANBANK : ~ ! ; ~ BIOfX af1B90S i0 NQD aATa a PEACE. DEWATEWSa RESEEDINGS WTRiIN THE PLANTING SEASON, IF POSSIBLE.IF STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISHFOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
ACRO85 PIPE NLET , , "M 3. V9E OLEAEI ORALEL. 3 h N 1/2-SICK M 1 OIWEiQ1, PIAaA 1 ~ BEO.Ow TEi TCP I, ~ a tTE BLOCK W A 1:1 SLOPE OR 41ATTER AND Y YAK 9100tH IT 1n AN EW]I TRAOE• DOT p7 WASTED 9.} CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENi Z
sTDEE srowE a AEApef3lpm. IA AND fERTIUZATION A}7ER PERMANENT COVER IS ESTABLISHED, I~
AEN9CN5 FlLttR (10tH AEW90N8 IrVMEONS :Ii n DATE OESCftlP110N DATE OE9CPID110N DAZE DQCgIP11pN SfONENT • APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ r~ Q-i
ACRE IN CLAY SOILS V 1 ~
FERTILIZER - 1,000 Ibs. /ACRE -10-10-10 Zj U SUPERPFIOSPWiTE- 500 Ibs> /ACRE -2Ox ANALYSIS
TEMPORARY STREAM CROSSING OP110N 11B PIPE INLET PROTEC110N (PLYWOOD AND STONE 12 BLOCK AND GRAVEL DROP INLET PROTECTION 1 3 3 IAUICH -2 TONS ACRE SMALL GRAIN STRAW V Cr~ r~i / ~
ANOTF#R -ASPHALT EMULSION ®300 GALS./ ACRE ,~.I E'y
Us~ rqN aN U
z U
~ ~ H
U ~
W H
9N4 NK AfNglm ~ N Ir01i 10 POYi NAI LBMN1 a wa 11p1~p~1~ z ~ a ~ ~ ~
IwID11MIR41~' p 1~YAG:I IWI071 NT F0611 U1 0
~}7E MBTAIJ.Aildl - 81EP 1 U
3Rlli A T~ w V1
YAWL OA ND wDro I. LEO A ~ IDIQ IOFf AT WN N' NID ~ ~ iMNiAIIM RN(9 eve rea er ons roc ior~ x
2 Nld)l11M AM; Md1IK01At[ 7, A ~ ~ MMT id ATDW F11M0 RI1M i~ ~ ec~ Ica ions
A IA1R1 •A1m q 101 N1RNm 11A11 t4R N TAOgI :H a o ~>tNAO K r
wr Pw1pl a NRNN a Mr1[ rr naa 1. Level spreaders are fo be installed following installation of rip rap
n m"Ym Poi~iNO ~ dawAPl® energy drssrpafors. ~
2. Construct 20' transit' ~ ron sectran to frt wrdfh and depth of spreader Z
6;AFf1E It1RTAL1A11ai ~ 9'~P Z ~ insuring that level spreader weir is place in undisturbed ground with weir E..i
bean aloe a flat r a g g g ode. p, W 3. Dig depressed area upstream of weir per specifications and Plot footing U~
SEDIMENT BASDIN/BAFFEL DETAIL 3B A for block Timber weir.
4. lnstoll continuous wall of 8x16 block or railroad tie fimber providing a
weir lengfh per the specifications. Optional gravel ma be used in footin y 9 p
to facilitafe leveling, x
5. Backfill upsfream side of weir and fill block cells wifh soil. T~~/~
Town of Hoii S rin s Construction Se uence Y P g q V1 6. Immediately seed and mulch all disturbed area,
1, Obtain gland-disturbing permit. Schedule a presconstruction conference with the
Environmental Inspector 557-3938.
2, Install gravel construction pad, temporary diversions, silt fence, sediment basins or TRANSITION CHANNEL
other measures as shown on the approved plan, Clear only as necessary to install W REVISIONS: W W
these devices. Seed temporary divers(ons, berms and basins imeediately after W ~ WTRANSITION VEGETATED y y $$~~C~TION 10 OR
construction. DIVERSION GLADE (20' LENGTH} ~ W •Y ~Y W
3. Call for an onsite inspection by the Environmental inspector to + ~ f • r • W •Y ~Y •Y
obtain a Certificate of Compliance. 4. Begin clearing and grubbing. Maintain devices as needed, Rough grade site, + W W •Y W •Y
5, Install storm sewer, if shown, and protect inlets with block and gravel inlet controls, W •Y W W V W W W STABIU2ED
sediment traps ar other approved measures as shown on the plan. Begin construction, sLOpE SCALE: W ~Y ~Y W
building, etc. y y y y N A
6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch W W W W W W •Y W W •V y a•
linings, etc. Seed and mulch denuded areas within fifteen working days of completion of W •V W •Y W W W DRAWN BY.
any phase of construction, W W W W W M SL H v- y v, y m BLOCK OR LANDSCAPE
7. When construction is complete and all areas are stabilized completely, call
for an inspection by the Environmental inspector. STABLE UNDISTURBED y W W TIMBER REINFORCED DtITt.ET y y y y .y y y .y LEVEL SPREADER
8. If site is approved, remove temporary diversion, silt fence, sediment basins, etc., and seed out stabilize any resulting bare areas. Aq remaining permanent erosion control W W .y W W y y, ,y OR AT APPROXIMATELY DATE: EXISTING GRADE W ~Y W W W W W 02-~~-~[~,
devices, such as velociyy dissipators, should now be installed. W `Y W W y
9. When vegetation has become established, call for a final site inspection by the
Environmental Inspector, Obtain a Certificate of Completion. e~ ~H~. aooc oR PROJECT N0. RuLltoAO 71E LANDSCAPE - 4 A
pp~ ED ~TM J "76 10 \ Y11dMle _ ~I.i~L11L
SUKE D" unam y
SHEET
3'S704E BED (OPDONAL)
LEVEL SPREADER DETAIL
NOTE: BLOCK OR RAIL ROAD TIE LANDSCAPE TIMBER TO BE USED TO
REINFORCE AND LEVEL OUTLET CREST. OF

SPWUOw TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5') l7 FF[F DA ICS N Dvnll 1II110 70 R[t N DOM) M ~ N OVOO Pvc swaE
- n srAHawo MMIHOLE + sPECIU GASKET Bt mE PVC oa
srAwwo Ems ~ ° R/W AINb AND CQVEA _ _ _ PIPE MANUfACR1REA WRH AB.S. SADDLE STANDARD N0. 7.07 6 MANHOLE BREAI( POIM SRICON SENANT APPUW
r • a~NC~'x+i"aw Ir oN txNrEA I 1 I r ~K IC ox r NIJDVD7L utNo b i0 BO1H SIDES SOLVt:NT CEMENT SEAL sTA1NtES5 FEEL I 2._p 's. n ~ evm
'`6iANOFAD s:t•s cDAU pA[CtION EYDR Ir oN CCRIA r lr iNaO cDW7[ r wl. USE FOUR J/A INCH ANCHOR a BOLTS TO BOLT fWAIE ECCENTLRC TAPER' b a
NP, FlNISHED GRADE CAST IRON I L~ I '?i I1rtAWtt UW'IC IYP. FlNISHED GRADE V VE BO% tN UNPAVED MEA$ METER BO% I FR" ' ;5 r L W PAVED AREAS (NON LOCKING UD) t,r''t'°. tttNUtt UYAp dMCOPI MN 1 . TO SPACER. IBEIWEEN i UNR iv
T t[CaOU F.EA+ r iHeD CouASC L r_: ~ T I/Y MIN. CURB N70 lE• TMeD Dau+s[ T r I^'"• 2'-U CUTTER FlNISH ; • ~ SIDEWALK iAAAtf 1JTD SPACER. _ _ , _ _ SEt~ YfR w1R1 ~ SEWER MAIN MµHOLE STEPS iLOW
- It ~ - - - ^ ROADWAY ~ STANDARD N0. 7.04 AIIINC A VERIMA! WALL NOT OVER THE INriUEM OR EFFLUENT PIPE
~ ~ COPPER PIPE. 1Y MIN ~ n d pp n TYPE'K' SOFT • 4' DU ALl UfT }TOLES WHICH COMPL°TELY PENETRATE OR THE MANHOLE SKALL 8E fILLEO WRH NON- _ _ PVC AND ABS PIPE.,__ _
• N AVEO EAS P AR . N ) CONCRETE _ . _ _ ~ -I BASE COURSE _ - , , . ~ (UNPAVED AREAS) g~ ••:<W_.r s olA sHAIxxR~ cROM. RI88ED PVC PIPE . O-RING-JOIN 2 STFINLE55 S1E0. BANGS OR 8UM ROARER JOIN
4 J . - ENCASEMENT ~ 0 (vAVEO AREAS} ' 3' ' ~:ir.i At J000 P.S.I. . CONCRETE ' ~ K FMuC ~ I'0~ 1Y THICKNESS I-2; 2 O ENCASEMENT `TAMPED BACKFtII ANCUZ I ~ 1B'NT6 N0. 57 116 N0. 57 DIP SADDLE
rAwE GMit r I:13 PU D.a3. at0. a D.as FAUFL dart 1 Noon- H OR HB 8tN1A1N0US..,,;;•,• VALVE BO% (PAVED AREAS) ~ e AT 300D P.5.1. WASHED STONE Au DDa. sm. 6Fccr rca D.o,T, siD. eaw CONCRETE IY THICKNESS I-2. I NOR HB BINMWOUS ' ~ VALVE BOX HEO STONE SPECW, CASKET BY tNE
atlwoac[D C NCREtE COVER I CpIDADI[ S+U rtr.:•: A It tW TAMPED BACKFlLL D • a • 7U0--' NOTE TO COMMC{QR~'•~':;.'..:.:.. tAMPEO B4CKFRl E 1'-4' TYP. PIPE MINUFACTURER WRH R6EA SILICON SERUM APPUEO
- r VALVE BO% SNO •.tlOl^:....::.•. r lan To [x[© iAON s' to sa ~ m' CONTACT MAIN OR:.VN.YLi..:...::::.•,i:::. UNIT 1`}.Q~: f0 BO1N SIDES
r wL I r ]r _ . NAIN I (I vuYE PLAN 5 6 t. PVC SOL'/EM CEMEM SH4LL _ _ _ _ _ _ BE USED fOR PIC SADDLES. BASE UNR 2. A85 SOLYBVt CEMEM SW1L1.
BRICK 4 MORTAR INVERT BE USED FOR AB5 SMOlES. SEWER MNN
r" r r L TAMPED BACNRLL-•~~~~~~~:~:;;{•:. , 7000 PN cowlttt T ...:.:e:;:::,::. OA PRECAST INVERT } J. TRUSS SDDLES 5WtLL BE USED ~-ILA MEETING SPEGFIGTIONS 1~ WIM TRUSS PWE ~ ~ PIPE
SU8 CETAII SUB DETAIL I. O.LP. MAY BE USED FOR VALVE AOX IXTENSIONS. 1 ~
17i L VALVE ~ERATWC NUT MUSt BE EXTENDED SO 1Si4 r ~rcACo[xt Ya sue tNICNIRSS AMI --r SECTION aLOCxwG nut THE DEPTH IB NO cRUTER iHEN s FROM 6~ SpIL AND iPAtIIC AUNOASDFgt Fql iNE SURFACE USING A MANUFACNRER APPROVED -'i r w ur
7r • n FN t wrq W1aAFµrc Tr to EXTENSION KR. tUOMU 2r J. PRECAST CONCRETE ENCASEMENT IS ALLOWED . ~ 2 STHNLESS SiEEI BAHOS 6 BEOO c DUCTILE IRON PIPE
OUTSt~ OF PAYED AREAS. OYN otm tr wyl tWODNAS tD e• THOU taP T
a NFU ao r bRau we s'uu u usm S]'AI'IU.AR.'7 :,i1U 'dETF:R EIOf 11USTALLA'f11;iJ 51'Altr:,Ri) S=.''l!i=%+' St'eER ltiTu'~,1. C;1`;PJrCTIC!li L4!•!C•.'~ru (''pEi:,.':I (;;,''I'!I,i?r`'}. !:i?i;+•IDi.E:
S17`,Ni?P.G •AL'dE g::ly il•)cTAL_ATIOIJ ,~nl„•:;- . ,mac, or^ _iE BLE1rh .I. 5F'!CP: 1:J.F, .,.U
• _ ~ arz gN•vC
COMPACTED BACK FlLL COMPACTED BOCK FlLL FlLL ~ ' . , WATER TKRif PUlO . ~ E1mRE SEaWCE SAME MAiERVI UNLESS M PAVED AREAS
TEE OR CROSS \/I\~A/,~ ~/~tI/~\/ tl~~ry~~\~~ (WHERE 1HE WYE BEND AND RISER MUST BE CASE BNBN) I
3 4' ALL-ieRELD \T RB AND
STEEL AOD (CVi TO ~ iV '?r~ ~ LENGTH) f , ) r 5' I ~ UNDISTURBED TRENCH WALL \ STANDARD MANHOLE RING CU ~ fINSN AHO cOVEa ti cunEa s1DEWAix n I \ GRADE
~ 45' • I O ~ \r PAVEMEM .A~ 6 MIN.
/ i\ y I/ OIIIl[I!)i0)UiUIil11 UII tY~ _ IA STAI~ARD PRECAST MANHOLE • '7 1/Bln KENO
I' --i . r I Zo' ~ ~ I n j W/E . ~ 3 ! ~ CAST OR DOGGIE IRON ~ WA~tE~710M
IY= 1 ~ %i~;:r;~~'~:i'';:;;"y~~t:if/~~ IHltul y S' MIN. N 1 ~ ' a I::;iT•'rii:' :y;;~ BACI(FlLL • ' ' ~ %PE 1E1E WITH CUT-OUT ~ ` e C1A55 AwwA-COO IN PAVED AREAS . - ulHw!1li! ~ .
I SPRING UNE ~tiS^;$?. °•~'::.:Y\ EMBEDMENT SPRWC UNE 1'-0• M.J. N;PPIE - i.';:1 NATERIAL OF PIPE IY~ OF PIPE y,~;.~ HMINCHIMC (MIN) I/I6 OR 1/8 - - S'-6 D6L 1NREMED BEND
WI1H GlANOS (MIN.) . ~iit'i;;, sr;\ HAUHCHINC A • EMBEDMENT ~?a;;:??;t:, '~3si'/ MAT 'NCHIMC T:MBEDMEM D.I.P. COMING M WITH PAVED SURFA ~ BRA55 PLUG t~ -T fop q L CDMPACTED SDLL iERNCO COUPLING
CONCRETE BLOCKING ~ BEOMNC ~ BEOgNC ERML BEDDING MATERLV. _ - i PIPE TRANSID04. \ IIPoMUM ((L~~yyy~~~~ SEE ENC75EMENt TAP f0 BE MME ON THE TOP QUARTER OF
1 rvt v ,N1 At T~V ~ et ~ v" ~A q 2'-V GROUT CAST IRON OR THE MAIN. IN LINE WYE IS THE PREFERRED ""'I WCOLf IRON PIPE MEDMD fOR SANRAAY SEWER SFFMCES. ~.i BOLTS '
35 I I I f\ U ROD REQUIREMENTS STANDARD BEDDING U E' x B' TREATED POST I x ]Y TAUTEO LUMBER DUCTILE IR0.4 %PE NOTES• CIASS AWWA-C151 plpE SIIE FOR DROP TO EOIML GSi IRON
RED k WHRE REFl.ECtORIZED BMNCH SIZC N0. CF RODS FOR 3' TO 14' DEPTHS 9ANELS TO MEET NCDOT SUNDAa05 4' 2 -SPECIAL BEDDING - INFLOW SEWER PME 512f. VBIh BEND OPTIONAL CLEAN OUT NOTES; . OUT CAST OR DUCTILE MECH. JOIN OR PUSH- ON fI1TINGS, (TOR WELL MUNTAINED MEA) SAN. SEWER SEFACES WHK:H ME 14 TO 20 FEET
p ITT .t10N5, 6 2 FOR 14'-20' DEPTHS ANO S EC CA PANEtS TO BE NAILED TO POST NOTES: IRON 90 BEND All BETL. TO 8E USED. MREME DEEP SNAl1 ~EQ6UIFRnEABE~DDI~ SRERWCES OVER ._:::::a:... CAST IRON WfE WRN OFFAL
WAN 1E PENNY CALVMAZED NMLS. ~ , I I BARRICADE TO 8E ERECTED ACROSS ENARC IY < ROADWAY WClV01N0 CURB & CUTTER. SAW- CUT OR GRILL ALL HOLES FlNKHED ? BPASS PLVC 20' AHD UNDER J' DEEP Shill AEMNRE D.I.P. FOR %PE AND BOOS.+
2 ADVANCE WAAMNC SIGN W1hl (DEAD ENO) 1tY 6 , - SHALL BE PULED JUST AFTER 1A91 24' B EMBEDMENT MATEAUL MUST BE CU55 I (N0. /T OR N0. TBM WASHED STDNE IS TYPIGLLY USED} DROP-MANHOIE MMIGTORY WHEN TNICHNESS , fPK.ALLY USED} IS 6AWFAtER 8~E1W3E~ IN~RIS 100 Oil CONCRETE 6
RtTERSECTING STREET. 1171 GENERAL NOTES: Ut EMBEDMENT MATEAML SIULL BE COMPACTED TO A DTOA
0 MWIMUM OF 90X STANDMD PROCTOR DENSAY FOR 1. ONCE INSTAU.ED ANO 11GH1, THE STEEL ADDS ANO BO!TS Stull CIUS I slit - TRY FOR STPINLFSS STEEL 5111APS SH4LL BE USED ON 6 , All. DROPS GREATER iHW S FEET AT SIDE VIEW lA INCH DliEMA15. TOP VIEW ur
BE COATED WITH 2 COATS OF 811UMWOUS BASE PaNr, 2. SEE STANDARD 1HRUSi BLOCK ® ® ~ + MATEAVL SPECIFlGDONS}C FOR EMBEDMENT t of
J, CONCRETE $HAII N01 CONTACT BOUS OR ENDS aF ALL SANRARY SEWER ONES 0'kR 20 iEET W MECHANICAL FlTIINGS. DEPTH MUST BE D.I.P. IN
9 /Y
TEMPORARY BARRICADE FOR DEAD END ROADS :;7A.1•SG;,IiI:I e'':•,.'rE ::°.'.;(iC,.hlt; BEDCIhtG FCR fLr'+ELE SE!".G"•:.. it'•.IT,'•R~~ __~cG FmE °fA'll(.~''„ ^'"~t.~ .Yd•il,l jt,11;' , I` ;S:a 7 T' f?'y I°: 0
- ~ .F.. -
UNpSNRBEO CONC. (JD00 P.S.L) . caHC, son. B iNRMST Trwust D,~ . ~~ilt9 '~'n•~ ?'Tr;' '
couAR (Jaoo Ps.L) I NOTES:
ta[NCI .NL ~ ,,,N,,, ENHER salo slecK , souo . ~ BLOCK, OR PRECAST CONdiETE I 1h ~
' MAY 8E USED. ANCHOR RW - ' ' X 0[ ' ' {1~'.. ~yN A I C 1I I DMAW STANDARD STEPS REOMIAEO 6 16' O.C. I
a ~ , WPIERE DEPiN EXCEEDS 3'. VARIES I 7 .-;;r,';:;i;:;;k':::. USE MIN, 3000 P.S.I. CONC. Mq rxo r Du HOLES 0
a'rc r ::>;:s~,..r- wns0 rexru slo. IAYAIDIE wNC el0 A' S' cove (owTattuL r " WY BE CAS N SU8 OIL INSIDE DINENSK)N FOR Z4' PIPE ~ I 6ECU1tD io Ta AND GREATER USE PR'E DIR. PLUS t2 . AEOUIRED TOR I ' ALL TYPES OF COVERS : WA1FA
L ANCHOR RING -'Ti~T: ' TRENCH WALL UNgSiURBEO SANITARY S~WER & STORM SEWER ~ I
~ I I I SOIL , fi ~ ~ I_III. SECTION TOP OF COVER
J_ -I I- I_I PLAN I,~T - I
~ THAN 3' - LESS CONCRETE SLAB culcrct[ w" xsN,Al[o FDA [xPEDIED LaNDNa - - - - q
SCHEDULE A r f011R IAC BOLTS i .
. r.' ~ n, 1~- D.1. PIPE ~ j ' i ' L PIPE OUMEtEN CONCRETE THRUST COUAR RW IR _
I s.e•,Ir r-Ir r-tr_ r oHE I •1 , . tY Itt r-4 r-o' Y oN y I . MAIN -7- 1/r ~ 2 -1 .1/4' ~ 1 T'-11 J/4' 3/t M.N. h
I I~_4• r-a' s oNE o.l. PIDE~ 14• r-4' r-D' s rnD . 1 eonoM aF r-11'1/2' ~ COVER ~
I ENO vlEw ~ 1,_ r-~•-~ 1'• TWO ~ I IXaAISE ' 4 1' '-J. • 1W0 1/2' MIN! - `
. J CROSS SECTION A ~ ,',,SuM11LIFII7IA 1 7 1/2' 1
NOTES. REINFORCING IHa
HAIL BE J,000 P.5.1. t~QTES' r x 1171 CONCRETES T OUWEO WHEN PIPC 15 AT CONCRETE ENCASEMENT NO AE B' i0 T~ LWNS+12-NO.T 9ARS LEA;' tHPEE (3) FEEE UNDER Q OF CREEK BO^OM. sp 20' t0 J6' MNNS+12-N0.8 BARS
N BARS PLACED AS SHOWN A• T + ~ .y'• a,' :.r: I ~'1, PLAN It ~ Tie 2'-dt/2' +ur ~ c0 W ' J iYn GO Z ~ m
. 1'tT ® ° a SECTION .y u `
700o PN DDAattt[ d 6
~14'JC:.i<;, tFT!~te ,o.,t-(;;G; _I, ;:*ippi 5TAN0420 OPlA/l NUMBfR:NS62 w = I OAT[ RENSIONS b ' .'Yr•!G ;
• _ t . STANDARD YARD INLET WiTN CONCRETE 5LA6 ~ - = ST~+i!D%~r.. Yr'd~.pik IQ" E: R!!dG Ki l ~ ' IAAAII O 1\111, ' ' 11111111111
- - - - ~ TOWN Of NO1.GY 5PRlNC,S ENGINEERING DEPARTMENT
OPEN EHO NON SNPoNKWG CLFlAK71f1 OPEN EHD . caour
1 I ` i31.'!!'r,lJt! C:)'lCNf:TF 9L OCY.!P!G (C.Y.:+ ' I I _ NOM. PIPE LEES CF 90 4S ?,Z 117 11 I/R NON SHAINK07C Clf/J701R GROVE
I I I I I DVL IN. OEAO ENO$ N N ~ O BE 0 BEND BEND CII I I I { I I I TEE SETMCE UNE MWHOIE WALL
111 I 4 13 I J I S I I ~ I ( I i / / / /J 1/J TEE
I e (I ( 0c I 6 I/3 t/J 1/3 i/3 i/3 FA t STEEL SLRAP 6 6 ~
111 I ~ I DOWNSPOUT DOWNSPOUT C 5RUP5 J' A1Nf 7
I ° I I 1 ~ I B I/J t/2 I/1 t/J 1/3 •I'.p' - I I ( ~ I BACK OP CURD I 1 I s % GEIIEML NOTES: STRAPS J' MIX
( T I I 10 2/J J/1 I/2 1/3 I/J - - n OUS4 '0' COIICAFTE 10 BE U6E0 TIal000NWt. 1" WIDTH 1/6 (THICKNESS (v
1 L--------------- s" JI. 1 _ - ~ 12 J 4 2 3 Y J• ' ALL CAigl DAS[119 OYEA 3'•6' IN OEATII TO BE PROVIDED WiTN STEPS t'~0' / I 0 / 1/3 1 3 Y _ g ON CENTER, STEPS 6HALt OE IN ACC6ROAtICE MITII 6TD. IN1. 5,0.08. ASV[DED WTTN STEPS t'~2" MANHOLE WALL STE0. S71tAP H STD. I10. B/O.Be. ATTACKED WRH Y ! KEIMAY ON M/ futn plrvEl9 A7 9D BEND 6 ANCHOR BOLTS
I NA K -'1.~~ \ / ~ 8' S' OPFfONAI CpaSiAUCTld1 • YOUM[THIC PO'JII 2" KE1wAY °N A, MR INrxEl9 Al 5~' L ~ A- _ ly' GENTER$ AS DIRECTED AY THE ENG1NffA. . WALL.E MANHO ' TIIE BOIIW SUB. ' ~ ~
RA!!P - -•~r- 14 I,0 1 1/2 3/4 I/2 - _ _ ~ 8' ' D, TOMq ME N BE USED Ed1 7NE Cd7S1AUCTION OF TUE BOlI04 SLAB. \ - - - ^ 7 \ J ~ I/J IF REIRFOIICED CMICR[;TE PIPE IS SEi IN BASE SUB 011 BRK, MA IO NSE \ 11 P~POSE NYI~R~PI AS SIONN ON SiO. EA). O/O.W. lue Dn anK, HNI iD D/SE IIA'ERT SHED. 9D BEND ` v MAIN INVERT SHEL
\ \ \ 15 1 1/3 2.0 L0 1/2 I 3 - USE TYPE 'E', "F' AND 'G" GAATE9 UILESS ON1F.aA1SE Tu01DATED. \ \ \ ~ l~ \ 5, / SECTION X• X f0A B'•0" IN IIFIGILt OA LF65 IIGF. 6' WALLS AAD DOT10u G1.47. 01•frt '.PYIISE TIIOIGATED, LINE nOT10N 51.47. 01'frt
\ \ 1- t T° BE 6DNSTED Atl 1~IEI~MNILysE 0' AALLS ul° 00ifON 6LU1. MwD nIE6 ~ \ \ y ~ _ ^ ^ ^ - ^ - UNgSNRBEO FARM 18 1 2/3 2 I/J 1 1/3 2/J I/3 X liin4 51111. MWI7ItIES i1 ~ ~ ~ ,may ~ ' . .a L
_--CURB AND C ~ ER - _ PLAN stns • slo. nD. D~m.Ge p 20 2.0 J.0 12/J J/4 1/2 slErs • srD. x0. ae.G6 _ ~ • gl[PS SID. ND. D~IO,BB
NO OBSTRUCigNS IN iAUk wuTE!.rm xooD 14• VIN, 3' iFRS AREA EE stD.r . e.o.m ~ - - ~ MAHHCJE BOTTOM ~ MAFD10lE BOtTCM
ZS' AU%. 24 3.0 4 1/J 2 i/J 1 1/J 2/3 i ° I' o" / % / NOTES; 1, PIPIF~ CON%CURATION TO BE USED 7 Q
_ FCONCRETE SHAD BE J000 P.S.I. Mq. _ - - - - - g^ V- _ _ II A~ - - - - - ON ALL DROPS OVER J6. M 2. DROPS TO BE CONSIRlIC1E0 OF AB.S, W
ur ~ " - NO CONCRETE $HAU COVER ° A ~ • SOUS OR CLANGS. 111 g• 8 - _ P.V,C. OR D.I.P. %PE. 3. SERwCE UNE MAY NOT FNIER MANHOLE
® 1 E..1 ~ E g• llf THROUGH CONE SEC110N OR ITS JOIN. N 4. 7H1$ DETAIL SHALL NOT BE USEOfOR ~ h fOACE MA1HS.
LOCATK%H SHOUl6 RE COORDINATES WITH NCDGt ALONG STATE MAItRAINED ROADWAYS. ® ~ ~ , , I -I D = 1, ' U
7- i D I 6' 0 M
.F'1' '.IYL•iiaaJ'' ,.tiC!',li~'iJ ~TAMi. ~rl "'4;Aril ,t .'iL! I'~i:: - SECTION Y•Y g' ° SL~'7AR0 {IdS;i?, F~~!;)F~ ~{)E:..;!difh!'.'r' ii~''~:LR :iE:~41~h: 4
8" - - - - - ° END ELEVATION H 01
- ~ r. ~ . STANDARD MANHOLE ~ NNEAE 30" TO 38' PIPE I6 USED _ _ - coYER ~ SECTION J•J SIDE ELEVATION r
1S'-? MAX PAVEMENT I e I~I L : SECTION M•M IN a v
- w MAIN SIZE ENO PIPE SIZE I''I' ~ I - Lux.
~[;1,eOR - ' ~ 4'-1Y SAME OWAETER AS MAIN 6 THICK CONCRETE ~ PW3E UNE J 1 J ~'.r ~ •;'•r:'.-,.. N M , ~
HrDRAHr To eE PIACED WRH PUMPER NOZZLE I~ ;'I ~I A- o FACING 7NE CLOSEST CURD. IY ~ .M I ,.I ,11 v~
SIDE mE)V W PAVED V[EA p1E11 8' % 6' GUAR 24' k GREATER 15 USfO iN PUCE OF N000 'I ~ a I~I APPROVED 9Y TOWN ENCWEER I ,,I
RGV15(ONS n ~ - ~ ~ - Q CI
CONCIEETE ENCASEMENT ypg,,; L9 JOINT MAX. NO.OAT • DCSCRIPT'ION FlNISHED WHEN BLOW-OFF I$ IXPOSW TO iTUTFlC. 1.19.93 CLEIJPRGE 0f4ENSI0YS AIFR:ASED PLAN PLAN ' N , W~/
I THE DEtAIL FOA A PAYED MEA SHALL BE USED I I 6 MIN 2'-0' MAX i 6VRTIBFA GRADE i EVEN IF THE BLOW-OFF IS OVtSIOE THE PAVEMENT, ~ 2.15.91 COft9.~119. Ni, 'HIVES FCR 24" 8 J0~ PIPE aDADwAr ~ FEANGE CAP ~ ~ SHEET 1 1 SHEET 1 OP 2 I M Iy
' - • aow+o uNE j _ $TAI~DARD CONCRETE CATCH BASIN • •..1 TAMPED i . , _ _
CAST IRON VALVE eDx BACKFlLL ! CONCRETE~~ C T • / 12" T11AU 54" VIPE ' 4AL:. STATIi Of N01('fH CAl(OLINA 3_I^ yN•;..: I E N.7 1 ~ ~ rotnclnrt n[: snrutua vc BTD.NO fA
TAMPED ` ' 640.02 13ACKF ItAI.f1GH, N.(:. 61 Q OR 640.02 8-1
PHASE LINE - STANDARD VALVE BOX MINIMUM OF 8 CA
. ; , N0. 87 STONE i I 3147 BRIDE ROD 8 ROD COLLAR
' MuN I SEE T.O.C. STD. 6.05 r8 FOR ROD SIZE ~H MECHAtiIC.y JpINR~ I
a
P.SI. _..,_.._.._...CONCRETE THRUST BLOCK 1/3 C.Y. AT J000 PSI N01ESLOW OFF VALVE UT I. TOP OF BLOCKKING TO BE 2" FROM NYDRANT NEE HOLES STANOARD OETAII 6.10 CONCRETE
i
tSEE 10 6' GATE VALVE CONCRETE BLOCKING WMAIN -JN DUCTILE IRON PIPE TIN. I/3 C.Y. AT ')B7 STONE I 2. HYDRANT TEE MAY BE SUBSTRUTEO BLOCKING I d. OF
FOR O.I,P, NIPPLE AND ROODING. 3. TAPPING SADDLES MAY BE USED INSTEAD M
i OF A TEE FOR WATER LINES LARGER TWW II INCHES. SIDE VIEW UNPAVED E N
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