20030763 Ver 1_COMPLETE FILE_20030623

W A T ?9pG
r
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 Approved (Units) Plan Location or Reference
Stream 95 (feet) Impact I
404/CAMA Wetlands 0.218 (acres) Im act 1, 2A, 3
Buffers 8,791 (s uare ft.) Impact I
Buffers 9,409 (square ft.) Impact 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
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification and those listed below.
Conditions of Certification:
Certification of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Deed Notifications
2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
Temporary Fills
2. All temporary fill and culverts shall be removed and the impacted area returned to the
original grade, including each stream's original cross sectional dimensions, planform pattern,
and longitudinal bed and bed profile after construction is complete or within 6 months of the
establishment of the crossing, which ever is sooner, and the various sites shall be stabilized
with natural woody vegetation (except for the maintenance areas of permanent utility
crossings) and restored to prevent erosion; If the crossings are not completely removed and
restored as described above within the specified time above, additional written approval from
this Office must be obtained to modify this condition.
Protective Fencing
3. The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked by orange fabric
fencing for the areas that have been approved to infringe within the buffer, wetland or water
prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .250 and GC
3374 and 3404.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
n

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. 276 1 1-7447. 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,
1
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
Y--!
Klimek, P. ,
Z, Director
3
DWQ # 03-0763
Date: September 23, 2003

The Ultra-Amazing Standard Additional Conditions Document Version 1 - June 1, 2003
The blue wording is for your Instruction and edification (i.e. don't put this in the approval, ok?). The red wording is optional lingo (don't forget to change
the color to black if used or to delete if not used). Also, please change the dollar signs to the appropriate number in the final document. The little gray
boxes need to be filled with the appropriate information. Please note the handy dandy titles that Bob Inadvertently came up with should be used...
impacts should be specifically listed and specifically referenced. This is necessary to ensure that only the Impacts approved are conducted and that if
any impacts beyond those specifically approved occur it will be easier to enforce the 401 Cert./Isolated Wetland Permit/Buffer Approval. Taking this
extra bit of time now saves headaches later.

Impacts Approved
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 Fleference
Stream feet m
404/CAMA Wetlands acres
Waters acres
Buffers (square ft. rr1/?s+[
erg I -ffoy px- " 5
Mitigation may be necessary when mitigation thresholds are exceeded or when certain buffer Impacts are conducted. The USACE may require
mitigation In certain circumstances that are below our threshold requirements or for the Impounded portion of streams for Instance when DWQ does
not. In those cases we cannot require mitigation. However, when DWQ does require mitigation it is recommended that our requirements be similar to
the USACE's. For streams it is anticipated that DWQ will follow the USACE's Stream Mitigation Guidelines. For wetlands we typically require at least
1:1 restoration or creation. The following condition can apply to applicants that propose on site mitigation such as stream relocation where the
relocation will meet the definition of stream restoration (i.e. the activity will mitigate for Its own Impacts). Remember to apply the ratios to the amount
of mitigation required.
? Compensatory Mitigation
Mitigation must be provided for the proposed impacts as specified in the table below. A final compensatory mitigation plan must be approved
in writing by this Office before any of the Impacts approved herein are conducted. Additionally, the compensatory mitigation plan must be
completely constructed and implemented according to the plans approved by this Office before any permanent building [road] associated
with the project is occupied [is opened]. The mitigation must be maintained according to the approved plan and permanently protected by the
use of conservation easements or similar protections. Any repairs or adjustments to the mitigation site must be made according to the
approved plan or must receive written approval from this Office to make the repairs or adjustments.
Compensatory Mitigation Required
Stream feet
Wetlands acres
Waters acres
Buffers (square feet
The following are recommended in addition to the above when on site stream mitigation, relocation or restoration is proposed:
? Stream Relocation (Mitigation) with Approved Plans
The stream and buffer relocation must be constructed, maintained, and monitored according to the approved plans in the application and
application modifications. Any repairs or adjustments to the site must be made according to the approved plans or must receive written
approval from this Office to make the repairs or adjustments.
? In order for this project to be used as compensatory mitigation for other specific projects you must obtain written approval from this Office. The
request should include the amount of stream length and buffer area credit requested for accounting purposes. Please specify DWQ project
No. when making your request.
? Stream Relocation/Stabilization (Mitigation) that Require Additional Approved Plans
? Include bold line material
Before any of the Impacts authorized in this Certification occur, you must provide and receive written approval from this Office for a final
stream relocation and/or stabilization plan. The plan must Include designs and specifications that meet the definition of stream restoration (or
enhancement In no relocation is proposed) according to the latest version of the Internal Technical Guide for Stream Work in North Carolina
(available at http://h2o.ehnr.state.nc.us/ncwetlands/strmglde.htmi). The stream and buffer relocation must be constructed, maintained, and
monitored according to the plans approved by this Office. Any repairs or adjustments to the site must be made according to the approved
plans or must receive written approval from this Office to make the repairs or adjustments. The relocated stream must be preserved In
perpetuity by use of a conservation easement or other similar mechanism as part of the approved plans.
The following mitigation condition can be applied when the applicant has proposed and received approval to use the WRP, EEP, or
mitigation bank. Obviously you will have to change references to the WRP If the EEP or a mitigation bank is used.
? Compensatory Mitigation Using the Wetlands Restoration Program (WRP)
Mitigation must be provided for the proposed impacts as specified in the table below. We understand that you wish to make a payment to a
fund administered by the NC Wetlands Restoration Program (WRP) to meet this mitigation requirement. This has been determined by the
DWQ to be a suitable method to meet the mitigation requirement. This contribution will satisfy our compensatory mitigation requirements.
Until the WRP receives and clears your check (made payable to: DENR - Wetlands Restoration Program Office), no Impacts specified In this
Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted at [phone] if you have any questions concerning payment
into the WRP. You have one month from the date of this approval to make this payment. For accounting purposes, this Authorization
Certificate authorizes payment Into the Riparian Buffer Restoration Fund to meet the following compensatory mitigation
requirement:
Compensatory Mitigation Required River and Subbasin Number
Stream feet
Wetlands acres
Waters acres
Buffers (square feet
The following condition is recommended when a stormwater management plan Is required. This typically applies to projects that are over
30% impervious or have concentrated areas of development within a project that are over 30% Impervious. It Is recommended that the need
for a stormwater management plan be established prior to Issuing any approvals. The applicant should also demonstrate that there are
adequate space allotted for the proposed BMP and that a BMP appropriate to the stream classification is used (I.e. wetlands, pond with
forested filter strip, or bloretention in sensitive watersheds per the GC's).
? Written Stormwater Management Plan (Final Plan Needed)
An additional condition is that a final, written stormwater management plan (including a signed and notarized Operation and Maintenance
Agreement) shall be approved in writing by this Office before the Impacts specified in this Certification occur per Condition No. In GC
No. . The stormwater management plan must Include plans and specifications for stormwater management facilities that are
appropriate for surface waters classified as and designed to remove 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at the subject site, the
facilities (as approved by this Office) shall be constructed and operational, and the stormwater management plan (as approved by this Office)
shall be Implemented. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained In
perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality.
? (Optional Paragraphs)
The above condition shall apply unless it is demonstrated in writing to the satisfaction of this Office that the impervious area of the entire,
built-out project shall be less than 30% and that there are no areas of concentrated impervious area over 30% within the project such as, but
not limited to, commercial areas, multi-family, clubhouses, maintenance areas, etc.
There shall be no direct discharges to streams from fairways, tee areas, or greens.
A State Stormwater Permit (15 A NCAC 2H .1000) can be considered to meet this condition.

Written Stormwater Management Plan (No Further Approval Needed)
Include bold line material
Thg %qPJPwdftQ stormwater management plans r.;^'?.u..'ppg?Ad And notarized oneratlen and Matntanance Ar ri?--????-•; dated
s2i Z , ust be Implemented and the stormwater management facilities shall be constructed and operational before any permanent building
is occupied at the subject site. The structural stormwater practices as approved by this Office as well as drainage patters must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of
Water Quality.
The following conditions can be used In any situation where diffuse flow Is required through protected buffers. The first condition can be
used for projects that have adequately addressed this Issue as part of the application process. The second can be used when the Issue Is
not well addressed.
? Diffuse Flow (No Review)
An additional condition Is that all constructed stormwater conveyance outlets shall be directed as diffuse flow at non-erosive velocities
through the protected stream buffers such that it will not re-concentrate before discharging into a stream as Identified within 15A NCAC 2B
.02 (5). If this is not possible it may be necessary to provide stormwater facilities that are considered to remove nitrogen. This may
require additional approval from this Office.
? Diffuse Flow (Review)
An additional condition is that all constructed stormwater conveyance outlets shall be directed to flow in a diffuse manner at non-erosive
velocities through the entire protected stream buffers without re-concentrating. If this is not possible it may be necessary to provide
stormwater facilities that are considered to remove nitrogen. Additionally, a stormwater management plan for this project shall be provided to
this Office before any of the Impacts approved herein are conducted. The plan shall specify all stormwater discharge points, plan details, and
calculations to Indicate that diffuse flow through the protected buffers or nitrogen removal as described above will be achieved.
he following are typical conditions added to all
Certificate of Completion
approvals unless It does not make sense to add It:
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective buffers in order to
assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any wetlands,
waters and/or buffers approved for impact under this Certification Approval and Authorization Certificate. A sample deed notification can be
downloaded from the 401 /Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
Temporary Fills
All temporary fill and culverts shall be removed and the Impacted area returned to the original grade, including each stream's original cross
sectional dimensions, planform pattern, and longitudinal bed and bed profile after construction is complete or within 6 months of the
establishment of the crossing, which ever is sooner, and the various sites shall be stabilized with natural woody vegetation (except for the
maintenance areas of permanent utility crossings) and restored to prevent erosion; If the crossings are not completely removed and restored
as described above within the specified time above, additional written approval from this Office must be obtained to modify this condition.
The following are conditions to place specific requirements In areas with protected buffers:
Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization
shall be clearly marked by orange fabric fencing for the areas that have been approved to infringe within the buffer, wetland or water prior to
any land disturbing activities to ensure compliance with 15A NCAC 213 ?,Sc) .and GC 3311 ? 3tioN
? Catawba Buffer Tree Protection
No trees shall be removed from Zone 1 of the Catawba Buffer unless they are directly within the construction access corridor. If trees are
removed, forested vegetation shall be re-established within the construction access or other temporary Impact area occurring in the protected
buffer zone within the next growing season following construction of the project;
The following are additional conditions for additional sediment and erosion control practices:
? Sensitive Watershed Erosion and Sediment Control Practices
The Division of Land Resources' Design Standards In Sensitive Watersheds (15A NCAC 04B .0124) must be adhered to throughout the life
of this project.
? NC DOT Sensitive Watershed Erosion and Sediment Control Practices
Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [15A NCAC 4B .0024]; see NCDOT
publication, Best Management Practices for the Protection of Surface Waters (March 1997);
? Turbidity Standard
The turbidity standard of NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B..0200.
Appropriate sediment and erosion control practices must be used to meet this standard.
The following are various special conditions for additional protection of various resources. They can be tweaked to meet specific
circumstances:
? Culvert Installation
The culverts required for this project shall be installed in such a manner that the original stream profiles are not altered. Existing stream
dimensions (including the cross section dimensions, pattern, and longitudinal profile) are to be maintained above and below locations of each
culvert. The culverts shall be designed and Installed to allow for aquatic life movement as well as to prevent head cutting of the streams. If
any of the existing pipes are or become perched, the appropriate stream grade shall be re-established or, if the pipes Installed in a perched
manner, the pipes shall be removed and re-Installed correctly.
The culvert(s) shall not be Installed in such a manner that will cause aggradation or erosion of the stream up or down stream of the culvert(s).
Existing stream dimensions (including the cross section dimensions, pattern and longitudinal profile) are to be maintained above and below
locations of each culvert. As such, it is required that you provide the plans with adequate details that indicate that the current stability of the
stream will be maintained or enhanced. You must receive written approval from this Office for the above plans before the culvert(s) is
Installed. The culvert(s) must be installed according to the approved plans.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable Instead of
rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed in the stream bed, unless specifically approved by the
Division of Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately accommodate high water or
flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when
all work Included in the §401 Certification has been completed. The responsible party shall complete the attached form and return It to the
401IMetlands Unit of the NC Division of Water Quality upon completion of the project. Please send photographs upstream and downstrea
of each culvert site to document correct installation along with the Certificate of Completion form.
? Minimum Release
Before any of the Impacts approved In the Certification are conducted you must submit, and obtain written approval by this Office for,
minimum water release plan. The plan must Include a written explanation of the specific discharge rate and means for each required releas,
The plan must also include any design specifications, details and calculations to show that the release shall be achieved in the give
conditions. The plan shall also include monitoring that ensures compliance. The plan and any associated facilities, once approved, must be
place and implemented upon the completion of
? Marina Projects
Any marina project that proposes to dispense or store fuel, shall provide and adhere to an EPA approved SPCC plan to this Office before &
fueling facilities are constructed.
A completed "Division of Water Quality Use Attainability Analysis for Proposed Marina Projects in Class SA Waters" document must
provided to and must receive written approval from the Regional Office before construction of the proposed project may begin.
(Buffer Rules Option) A fifty foot vegetated buffer must be established and maintained around the new perimeter of marina basin.
? "Re-opener" Clause
Continuing Compliance. shall conduct its activities in a manner consistent with State water quality standards (including ar
requirements resulting from compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of State law an
federal law. If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved us(
or that State or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and modil
this certification to Include conditions appropriate to assure compliance with such standards and requirements in accordance with 15A NCA
2H.0507(d). Before modifying the certification, DWQ shall notify and the US Army Corps of Engineers provide public notice I
accordance with 15A NCAC 2H.0503 and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revise
conditions shall be provided to In writing, shall be provided to the United States Army Corps of Engineers for reference In any perm
Issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
The following are good for projects approved under GC 3399 (NW 27 and 13):
? Standard Condition for Stream and Wetland Projects Approved Under GC 3399 (no fee paid - no written approval needed)
Based on the information provided this Office considers that all of the conditions of General Certification (GC) No. 3353 have been met an
that no written approval Is required in order to construct the above project. If the project design changes or if the project is not constructs
according to the design then the above provision is no longer valid and the plans must be resubmitted per GC 3353. If the project is to b
used for compensatory mitigation or compensatory mitigation credit in the future then additional written concurrence Is required and a fL
application and application fee must be submitted to this Office for written approval. Please be advised that if this Office has not reviewed th
proposed reference site or the construction site before construction begins it may be impossible to determine whether or not mitigation cred
can be awarded. Also, additional information shall be required to complete a review for compensatory mitigation purposes. The Division c
Water Quality (DWQ) is a participant in the Mitigation Banking Review Team (MBRT) established by the U.S. Army Corps of Engineer;
DWQ's approval of a Mitigation Banking Instrument shall be the sole approval for compensatory mitigation banking credit for the State a
long as the proper 401 Water Quality Certification approvals have been obtained. Please be advised that the additional information ma
require that the project be redesigned and/or that the project not be used for compensatory mitigation credit.
? Standard Condition for Stream and Wetland Projects Approved Under GC 3399 (fee paid - written approval required)
Based on the information provided this Office considers that all of the conditions of General Certification (GC) No. 3353 have been met an
that no additional written approval is required in order to construct the above project. If the project design changes or if the project is nc
constructed according to the design then the approval is no longer valid and the plans must be resubmitted per GC 3353. If the project is t
be used for compensatory mitigation credit in the future then additional written concurrence by this Office is required. Please be advised the
If this Office has not reviewed the proposed reference site or the construction site before construction begins it may be Impossible t
determine whether or not mitigation credit can be awarded. Also, additional Information may be required to complete a review fc
compensatory mitigation purposes. The Division of Water Quality (DWQ) is a participant in the Mitigation Banking Review Team (MBRI
established by the U.S. Army Corps of Engineers. DWQ's approval of a Mitigation Banking Instrument shall be the sole approval fc
compensatory mitigation banking credit for the State as long as the proper 401 Water Quality Certification approvals have been obtalnec
Please be advised that the additional Information may require that the project be redesigned and/or that the project not be used fc
compensatory mitigation credit.
401 ISSUED
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
COVER SHEET
To: NC Division of Water Quality
401 Wetlands Certificate Unit
Attention: John Dorney/Todd St. John
Date: September 15, 2003
From: Sean P. Hein
Subject: DWQ# 03-0763
Sunset Oaks Subdivision
Message:

NETLA DS /401 QRO
14.p "i ?4 %00'1
NATER QUALITY SECTIQP
E Di
Enclosed is a supplement for Sunset Oaks Phase 1. The following pages shows
how the diffuse flow will be handled, and shows typical house placements for some of
the difficult lots. As discussed with Todd St. John in your office on Sept 12, 2003. One
of the pipe systems will utilized a spliter box to allow the one inch rainfall to be spread
through a level speader, and the remaining will flow out of the top of the box and into the
adjacent wetland.
The drainage are to this system is 6.17 acres. Using the rational method, the Q
that needs treatment is 3.08cfs (6.17*7.8*0.5). An 8" PVC pipe will be used in the box,
allowing 3.15cfs to the spreader before the water leaves the top of the splitter box. The
max flow through this pipe during a 10 year storm will be 3.74cfs. The level spreader is
sized based on the larger flow. (3.74*13=49' level spreader.)
Please see the enclosed diagrams and details.
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Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
COVERSHEET
To: NC Division of Water Quality
401 Wetlands Certificate Unit
Attention: John Dorney/Todd St. John
Date: September 15, 2003
From: Sean P. Hein
Subject: DWQ# 03-0763
Sunset Oaks Subdivision
Message:
NETLANDS1401 CRA,,VF
REP I ? Z(J0 {
NA' TERQUALITY
SECTION
Enclosed is a supplement for Sunset Oaks Phase 1. The following pages shows
how the diffuse flow will be handled, and shows typical house placements for some of
the difficult lots. As discussed with Todd St. John in your office on Sept 12, 2003. One
of the pipe systems will utilized a spliter box to allow the one inch rainfall to be spread
through a level speader, and the remaining will flow out of the top of the box and into the
adjacent wetland.
The drainage are to this system is 6.17 acres. Using the rational method, the Q
that needs treatment is 3.08cfs (6.17*7.8*0.5). An 8" PVC pipe will be used in the box,
allowing 3.15cfs to the spreader before the water leaves the top of the splitter box. The
max flow through this pipe during a 10 year storm will be 3.74cfs. The level spreader is
sized based on the larger flow. (3.74* 13=49' level spreader.)
Please see the enclosed diagrams and details.
CA N
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ELEV-338.0
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Environmental Consultants, PA
Road • Raleieh, North Carolina 27614 • Phone: [phone] • Fax: [phone]

NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Andrea Wade
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
RE: Nationwide Pen-hit 12 & 14/401 Water Quality Certification/Buffer Compliance
Request
Olive Tract/Sunset Park Planned Unit Development Project
Holly Springs, Wake County, North Carolina
S&EC Project #: 6913.01
Dear Mr. Domey and Ms. Wade:
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 and an unnamed tributary of Rocky
Branch (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
south side of Optimist Farm Road (SR 1390), south of the intersection of Optimist Farm
Road and Pierce-Olive Road (SRI 389) and approximately 4000 feet east of the
intersection of Optimist Fann Road and Sunset lake Road (SR 1301). The project site is
approximately 328 acres in size. 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
Charlotte Office: Greensboro Office: Hickory Office:
3817-E Lawndale Drive 622 Coon Mountain Lane
236 LePhilliP Court, Suite C
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
...,., ,,.,,, P-- 111ki r,ui_Q")zr Fax: [phone]
June 20, 2003
June 20, 2003
S&EC Project #: 6913.01
Page 2 of 3
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.
The proposed roads, (Impacts 1 &3) necessary to provide access to the proposed
residential development, will impact a 3-foot wide jurisdictional channel, also subject to
the Neuse Buffer rules. The proposed road crossings will impact 95 linear feet of
channel, 0.156 acres of wetlands, and approximately 8,791 square feet of riparian buffer.
The proposed sewer easement will temporarily impact 0.062 acres of wetlands, and 9,409
square feet of 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 crossings (Impacts 1 & 3) are needed to provide access to
the property from Optimist Farm Road to the south and east. Because the applicant has
minimized impacts by aligning the crossing to avoid larger wetlands to the south and
west, and because the applicant has no choice but to construct the crossing to access the
southern and eastern portions of the property, S&EC believes further compensatory
mitigation should not be required by the USAGE. The sewer alignment/crossing (impact
2) the applicant is proposing involves installing a gravity sewer line no closer than 30 feet
from the unnamed tributary of Rocky Branch. The applicant will install the proposed
sanitary sewer and will restore stream channels 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 requires written concurrence for impacts to any stream
channel within the Neuse River Basin. Because the applicant plans to impact one
jurisdictional channel, subject to the buffer rules, we request written concurrence that the
project complies with the 401 Water Quality Certification associated with the Nationwide
Permits 12 and 14. 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 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, therefore we do not believe a pre-approved stormwater treatment plan is
necessary for the site. We have enclosed a stormwater management plan and associated
calculations to satisfy the NC-DWQ requirements for diffuse flow.
As noted above, the stream channel on-site is subject to the buffer rules. The proposed
crossing and proposed sewer easement will impact less than 150 linear feet of channel
and less than 1/3 acre of riparian buffer. Current NC-DWQ policy allows road crossing
June 20, 2003
S&EC Project #: 6913.01
Page 3 of 3
without mitigation if the impacts are less than or equal to 150 linear feet of stream
channel or 1 /3 acre of riparian buffer per tributary. Because the project impacts are
within these thresholds, we believe that riparian buffer mitigation should not be required.
The proposed sewer alignment (Impacts 213) involves installing a gravity sewer line in
portions of Zone 2 buffer of an unnamed tributary of Rocky Branch. If the sewer line had
been located further away from the tributary, completely out of Zone 2 of the riparian
buffer, a much deeper outfall would be needed because of the steep topography and
would therefore create a much greater impact as well as resulting in an outfall that is too
deep to be practical. Therefore, based on information provided by the project engineer, it
is our belief that topographic constraints necessitate the installation of portions of the
proposed gravity sewer line in Zone 2.
Sincerely,,
Walter Cole
Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Location Map
Soil Survey Map
Over-all Impact Map & Strormwater Management Plan
Detail of impacts (3 insets)
Data Forms
Agent Authorization form
Copy of Buffer Confirmation letter
$200 check for NC-DWQ
Office Use Only:
USAGE Action ID No.
DWQ No.
Form Version May 2002
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Pen-nit 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
Naive: 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(c)sandec.com
Page 1 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
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 south side of Optimist Fann Road (SR 1390) south 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): Approximately 328 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT of 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 49
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 95 linear feet of stream channel 0.215 acres of wetlands and 18,200 square feet of
riparian buffer.
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 nor any permits requested for this
project prior to this application
V. Future Project Plans
Are any future pen-nit 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
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 V1I 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 (internittent 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
mitigation, list and describe the impact in Section VIII
listing or description, please attach a separate sheet.
impact is strictly for wetland or stream
below. If additional space is needed for
1. Provide a written description of the proposed impacts: Proposed impacts resulting in the
construction of the access roads consist of 95 linear feet of perennial stream channel, 0.156
acres of jurisdictional wetlands and 8,791 square feet of permanent impacts to the riparian
buffer. Impacts resulting in the construction of the sewer line consist of 0.062 acres of
wetlands and 9,409 square feet of temporary impacts to the riparian buffer. Therefore, the
total impacts for this project include 95 linear feet of stream channel 0.28 acres of wetlands,
and 18,200 square feet of permanent and temporary riparian buffer impacts.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Impact I/road Roadway fill 0.081 No 0 Emergent wetland
crossing

Impact 2A/sewer Excavation 0.062 Yes 220' Emergent wetland
crossing _

Impact 3/road Roadway fill 0.075 No 0 Emergent Wetland
crossing
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fem?.?gv.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicate if wetland is isolated (determination of isolation to be made by USAGE 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: 0.218 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)
Impact 1/road Permanent/ 95' UT to Rocky Branch 3' Perennial
crossing culvert
* 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 stnncturc 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_aopozcmejc
www.map(Iuest,com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 95 linear feet
Pagc 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 Type of Waterbody
Site Number Type of Impact* Impact (if Name applicable) Wat (Dike, 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: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater 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 crossings (Impacts 1 & 3) are
needed to provide access to the property from Optimist Farm Road to the south and east.
Because the applicant has minimized impacts by aligning the crossing to avoid larger wetlands to
the south and west and because the applicant has no choice but to construct the crossing to
access the southern and eastern portion of the property, S&EC believes further compensatory
mitigation should not be required by the USACE. The sewer alignment/crossing (impacts 2A &
213we are proposing involves installing a gravity sewer line no closer than 30 feet from the
unnamed tributary of Rocky Branch If the sewer line had been located further away from the
tributary, completely out of Zone 2 of the riparian buffer, a much deeper outfall would be needed
because of the steep topography and would therefore create a much greater impact as well as
Page 5 of 9
resulting in an outfall that is too deep to be practical. The applicant will install the proposed
sanitary sewer and will restore stream channels in accordance with the conditions of Nationwide
Permit 12, NCDWQ water quality certification conditions and the USACE's regional
C1ond It ion,,
V11I. 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/ncwetlatids/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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 detennine 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.rlc.us/w /index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 6 ot'9
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):_
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.
Zo11e* Impact
(square feet) Multiplier Required
Mitigation
Road Crossing/
Impact 1 1 5,494 3 NA
(permanent)
- --
---
2 3,297 1.5 NA
NA
Page 7 of")
total 8,791 NA
---------- -- - -----------
SeNver Line
Alignment Impact 2B 2 9,409 1.5 NA
(temporary)
- Total 9,409 NA
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA - because the proposed permanent riparian buffer impacts for the proposed road crossing are
less than 1 /3 acre and 150 linear feet 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.
X1. 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 stonmwater treatment plan should be required
from NC-DWQ The attached plan depicts the stronnwater collection system proposed by the
project engineer. Level spreaders will be used at discharge points to achieve diffuse flow of
stonmwater into the buffers.
XIL 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 pennit application?
Yes ? No
Page 8 49
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 pen-nits. 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

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 cif 9

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Project #: Scale:
02-6913 1" = 2000'
Project Date:
Mgr.: KCM 10125/02
APEX, N. C.
35078
PHOTOINSPECT PECTED 1988
APR 2 5
1974
PHOTOREVISED 1987
DMA 5255 111 NE-SERIES V842
Figure 1- USGS Quad Soil & Environmental Consultants, PA
Olive Tract 11010 Raven Ridge Rd.- Raleigh, NC 27614
Blackmon Engineering Service [phone] • [phone]
Holly Springs, Wake County, Web Page: www.SandEC.com
NC

Project X: Scale:
02-6913 1" = 1320'
Mgr.: KCM 10/25102
Figure 2 - Soil Sur
Olive Tract
Blackmon Engineering Service
Holly Springs, Wake County,
NC

z Environmental Consultants, PA
1010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
312 3128
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3130
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3170
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5143 3142 3141 1,3140
4
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CHANNEL IMPACT 95 LIN. FT.
ZONE 1 = 5494 S0. FT.
M ZONE 2 = 3297 SO. FT.
WETLAND IMPACT = 0.081 AC.
(Tl
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WETLAND IMPACT = 0.062 AC.
GRAPHIC SCALE
1 " = 30'
30 0 30 60

5
ZONE 2 IMPACTS: 9409 SQ.FT.
GRAPHIC SCALE
1 80'
80 0 80 160

M PACTS 2B
SEWER IMPACT
BUFFER IMPACT
i

7

®-
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: 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.)
VEGETATION
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%a
Remarks:
wnoni ncv
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
N/A (in.)
Depth to Free Water in Pit: FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: _ N/A (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
OILS
S
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 Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 A 10YR6/4 Sand Loam
8-18 B 7.5YR5/6 Sand Clay Loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_
SUlfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
INATION
rvr_ i LMNDS DETERM
Hydrophytic Vegetation Present? x Yes No Is this sampling point within a wetland?
Wetland 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)
Sunset Oaks Subdivision
Project/Site: 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: -Wetland _
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.)
/G/-GTAT1r%K1
? VV- - v•
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Juncus effusus HERB FACW+ 9.
Arundanaria Gigantea
2 HERB FACW 10. _
.
3. Betula nigra _ TREE FACW 11.
Salix nigra
4 TREE OBL 12.
.
5. Viburnum nudum SHRUB FACW+ 13.
6. Liquidambarstyraciflora TREE FAC+ 14.
7. Tvpha latifolia HERB OBL 15.
8 16. _
. - -
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100% _
Remarks:
IVn0^1 P1f_V
1 ? ? v?wa.vv ?
_ Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: 0 - (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0 (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: Wetland
I^ Q
JVII.V
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 Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
L--
J
w LInl+ nCT0M11/1A1AT1AA1
rr1. 1 L.P"NuJ UL. 1 "INITI 1119 WIN
Hydrophytic Vegetation Present? x Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No x Yes No
Hydric Soils Present? X Yes No
Remarks:
1 11
10/2W/vbd'1' 09:47' 91984h9aa' S( C
F'4CaE H1
Soil. & Environmental Consultants, P.A
11010 Raven Ridge Road - Raleigh, North Carolina 27614 • Phone: [phone] • Pax; [phone]
AGENTATITHORIZAnON FORM
Name:
Address:
l'l,arw: -- t
Project Nauie/Dewriptiom.
Date: d f ?¢J " ?.r,4"[-??D ?i • p .? ?.
The DepwUnetit of the Army ?C? i ?tit 1 'r ?- .r?-r`-vt Ft7.
U.S. Army Corps of Engineers, WilmWt&n District
P.O. Box IM
wilft i gam, NC 28402 - C>u v D.
Attn:
Field Office:
Re: Wetlands Related C:onsu.lt(rig and Pw mdtt:ng
To Wham It May Concern:
I, the current pMpp r owner, hereby designate and authorize Soil & EnvirorimLrital Consultants, PA to
Act in my behalf as troy argent in the processing of permit applications, to fun igh upon request
6upPlernpntal Information in support of apptitiozs, ebc, from this day. forward. The ..__ cla of
This notificAtion supersedes any previous correspondence concerning the agent far this project.
NOTICE. This authorizxtiork, for liability and professional courtesy reasons, is valid only for
government officials to et"r the ;pruperty when accompanied by SdtEC staff, You shoals cal] 5&bC
to a.rrAnge A site mee"ag prior to vixffl " the site.
Priflt Proper Owner's Name Property Owrrier- '®naW
cc: Mr, John Dorney cc: Mr. Ke%-in Martin
NCDENR - DWQ Soil & Envimmn*ntat Consultants, PA
1321 Crabtree boulevard
ILakiglr, NC 27W4 btonk?8+oueuehlonn.doc
Z36 LaPhlllip Coutt, swe C fltQi1llrl?s2 o: lckn ?ftrr?
Conoard. NC 29025 3i<17•B I-l"wale lams i 10 Boom Rood
Phone: [phone] Qnowboro, NC 27451 7`eylorsvll!v, NC 28681
Phone; 036) 7404234 Phone (816) 6)."$20
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 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,
Steve Mitchell
Environmental Scientist
cc; RRO/John Dorney
Wake County
H:\buflet.for\buf03\ol ivfarm .099
Try
NI:UC`Y:-t
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-800-623-7748
STORM DRAINAGE
BOX STATION DA RIM IN OUT SIZE(IN) _ENGTH(FT) GRADE SUM DA O I Q HW H HEAD EL
1 21+50 0.75 356.56 352.0 15 125 1.84% 0.75 0.5 8.5 3.19 1.1 0.4 353.8
2 22+75 0.52 354.28 349.7 349.5 15 42 0.95% 1.27 0.5 8.5 5.40 1.5 0.7 353.4
3 23+15 0.48 353.65 349.1 348.9 15 35 0.57% 1.75 0.5 8.5 7.44 1.9 1.3 352.7
4 23+48 0.37 353.48 348.7 348.5 18 27 0.74% 2.33 0.5 8.5 9.90 2.1 1 351.4
5 23+48 0.36 353.48 348.3 348.1 18 131 2.98% 2.69 0.5 8.5 11.43 2.3 2.2 350.4
6 23+90 0.21 353.76 349.2 15 45 1.11% 0.21 0.5 8.5 0.89 0.1 0 351.4
7 YI 0.90 349.00 344.2 344.0 18 51 0.59% 3.59 0.5 8.5 15.26 3.3 2.5 348.2
7.5 YI 0.30 350.00 343.7 343.5 24 150 4.53% 3.89 0.5 8.5 16.50 2.2 1.5 345.7
8 YI 0.65 342.00 336.7 336.5 24 97 1.55% 4.54 0.5 8.5 19.30 2.7 1.6 339.9
9 53+38 0.37 340.74 335.0 334.8 30 27 0.74% 5.95 0.5 8.5 25.29 2.6 0.8 338.3
10 45+46 0.60 342.00 335.5 335.3 15 53 0.57% 1.04 0.5 8.5 4.42 1.3 0.5 338.8
11 45+46 0.31 342.00 335.9 335.7 15 31 0.65% 0.34 0.5 8.5 1.45 0.7 0 338.8
12 54+32 0.03 340.62 336.1 15 31 0.65% 0.03 0.5 8.5 0.13 0 0 338.8
13 55+20 0.25 338.91 334.4 15 27 0.74% 0.25 0.5 8.5 1.06 0.5 0 335.5
14 55+20 0.15 338.91 334.2 334.0 15 38 0.53% 0.4 0.5 8.5 1.70 0.8 0 335.1
FES 333.8
15 53+38 0.22 340.74 334.6 334.4 30 45 0.44% 6.17 0.5 8.5 26.22 2.6 0.8 337.5
FES 334.2
16 56+62 0.20 341.37 336.0 335.8 15 105 1.77% 1.13 0.5 8.5 4.80 1.3 0.8 337.1
17 56+62 0.28 341.37 336.4 336.2 15 27 0.74% 0.93 0.5 8.5 3.95 1.2 0.4 337.7
18 57+92 0.65 348.85 343.8 15 130 5.67% 0.65 0.5 8.5 2.76 1 0.4 344.8
FES 333.5
19 78+80 0.20 340.51 336.0 15 27 1.48% 0.2 0.5 8.5 0.90 0.1 0 336.9
20 78+80 0.21 340.51 335.6 335.4 18 195 2.10% 2.28 0.5 8.5 9.70 1.5 2.2 336.9
21 77+50 0.53 342.62 337.9 337.7 15 65 1.23% 1.41 0.5 8.5 6.00 1.6 1 340.5
22 77+50 0.11 342.62 338.1 15 27 0.74% 0.11 0.5 8.5 0.50 0.1 0 340.5
23 76+23 0.77 345.02 340.5 15 120 2.17% 0.77 0.5 8.5 3.30 1.1 0 341.6
24 78+14 0.27 341.41 336.9 336.7 15 55 1.27% 1.68 0.5 8.5 7.10 1.9 1 339.5
25 78+69 0.19 340.57 336.0 335.8 15 10 2.00% 1.87 0.5 8.5 7.90 2.1 1.6 338.5
26 81+40 0.15 334.88 330.4 15 27 0.74% 0.15 0.5 8.5 0.60 0.1 0 331.7
27 81+40 0.10 334.88 329.4 329.2 24 165 1.09% 3.63 0.5 8.5 15.40 2.1 1.2 331.7
330.2
28 83+12 0.31 332.68 327.4 327.2 24 38 0.53% 3.94 0.5 8.5 16.70 2.3 0.9 330.5
29 44+48 0.54 334.00 327.0 326.8 30 137 2.04% 6.48 0.5 8.5 27.50 2.8 1.2 329.6
30 80+74 0.90 336.14 331.3 331.1 18 57 2.98% 3.18 0.5 8.5 13.50 2.3 2.2 334.6
31 81+34 0.20 334.91 329.4 329.6 24 5 5.00% 3.38 0.5 8.5 14.40 2 0.7 332.4
32 42+62 0.10 335.62 331.1 15 27 0.74% 0.1 0.5 8.5 0.40 0.1 0 332.5
33 42+62 0.38 335.62 330.9 330.7 18 184 2.01% 2 0.5 8.5 8.50 1.7 1.6 332.4
34 87+40 0.86 336.71 332.0 331.8 15 33 2.73% 1.52 0.5 8.5 6.50 1.6 0.9 333.4
35 87+40 0.65 336.71 332.2 15 24 0.83% 0.66 0.5 8.5 2.80 1 0.2 333.6
FES 324.0
VELOCITY DISSIPATORS
OUTLET DA C
15 6.17
14 0.4
16 1.13
29 6.48
SEDIMENT BASINS
BASIN DIST DA
1 2.5
2 0.4
3 0.9
4 2.9
5 0.4
1(10) Q(10) SIZE SLOPE V SIZE STONE LEVEL SPREAD
0.50 7.80 24.0 30" 0.44% 5.515'x8'x18" 6" WETLAND
0.50 7.80 1.6 15" 0.53% 3.5 5'x4'x18" 6" WETLAND
0.50 7.80 4.4 15" 1.77% 6.3 5'x4'x18" 6" 57'
0.50 7.80 25.3 30" 2.04% 9.715'x8'x24" 13" NONE
DA REQ.VOL SIZE PROV VOL WEIR YR FLOW
6.2 11250 4'x25'x113' 11300 12 0.91
0.4 726 3'x10'x25' 750 6 0.32
1.1 1997 3'x15'x45' 2025 10 0.44
6.5 11800 4'x25'x118' 11800 15 0.81
0.7 1270 3'x14'x31' 1302 6 0.62
If-
EP-16-03 04:16 AM BLACKBURN CONSULTING ENG 9195537298 P.01
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax; [phone]
OVER HEET
To: NC Division of Witter Quality
401 Wetlands Certificate Unit
Attention: John Dorney/Todd St. John
Date: September 15, 2003
From: Sean P. Hein
Subject; DWQ# 03-0763
Sunset Oaks Subdivision
Message;
Enclosed is a supplement for Sunset Oaks.Phase 1. The following pages shows
how the diffuse flow will be handled, and shows typical house placements for some of
the difYicult lots, As discussed with Todd St. John in your office on Sept 12, 2003. One
of the pipe systems will utilized a spliter box to allow the one inch rainfall to be spread
through a level speeder, and the remaining will flow out of the top of the box and into the
adjacent wetland.
The drainage are to this system is 6.17 acres. Using the rational method, the Q
that needs treatment is 3.08cfs (6,17''7.8*0.5). An 8" PVC pipe will be used in the box,
allowing 3. t5cfs to the spreader before the water leaves the top of the splitter box. The
max flow through this pipe during a 10 year storm will be 3.74cfs. The level spreader is
sized based on the larger flow. (3.74''13=49' level spreader.)
Please see the enclosed diagrams and details.
CA
SEAL
L-3905
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SEP-15-03 04:17 AM BLACKBURN CONSULTING ENG 91955372-98 P.02
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SEP-16-03 04:17 AN BLACKBURN CONSULTING ENG 9195537298 P-03
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SEP-16-03 04:18 AM BLACKBURN CONSULTING ENG 9195537298 P.04
SEP-16-03 04:19 AM BLACKBURN CONSULTING ENG 9195537298
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SEP-16-03 04:19 AM BLACKBURN CONSULTING ENG
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SEP-16-03 04:20 AM BLACKBURN CONSULTING ENG 9195537298 P.07
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SEP-16-03 04:21 AM BLACKBURN CONSULTING ENG 9195537298 P.09

?oF W pT,,?-q?G
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Q -r
CO
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 26, 2003
DWQ # 03-0763
Wake County
Project Name: Olive Tract/Sunset Park
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Bryan Properties, Inc.
Post Office Box 728
Holly Springs, NC 27540
To Whom It May Concern:
On June 23, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your
plan to fill waters for the purpose of residential development in Wake County. Approval from DWQ is required to disturb
these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance
with 15A NCAC 211.0500.
Plan detail needed:
1. Please indicate all stormwater outfalls on the site plan.
2. Pleas indicate the diffuse flow provision measures or nitrogen removal measures on the site plan for each outlet.
3. Diffuse flow provisions must be located outside of Zone 1 and Zone 2.
Avoidance:
4. This Office believes buffer impacts labeled on the plans as 2B can be moved or reconfigured to avoid the
impacts to the buffers. Please revise the plans to avoid the impacts.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not hear from you by writing or
by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the project and will consider
it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Walter Cole, S&EC
l .D
Y
Water Quality C ific tion Program
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (hqp://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748

r
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
COVER SHEET
NRLOQS1401MoUP
AUG 2 2
AATESQUALITYS
EQTION
To: North Carolina Department of Environment and Natural Resources
Division of Water Quality
Wetlands Unit
Attention: John R. Domey, Todd St. John, and Whom it May Concern
Date: August 22, 2003
From: Sean P. Hein
Subject: Sunset Oaks/olive tract
DWQ# 03-0763
Message:
Enclosed is a complete full size set of construction drawings and storm water calculations
for Sunset Oaks phase 1. These plans should show more clearly the intention of the
development and impacts to the wetlands and buffers. Your comments are addressed
specifically below:
1. All the storm water outfalls are shown on these plans.
2. A man made level spreader is shown for one storm outlet, and two others are
dispersed through existing wetlands upstream from the buffer.
3. All the diffuse flows are outside the Neuse River Riparian buffers.
4. The Sewer outfall has been modified slightly, due to topographic constraints the best
location for this outfall is where it is shown on the plans. The ground rises rapidly
beyond this outfall making placement, depth, and safety of installation factors that
bind this outfall location.
Please review these plans and calculations and proceed with processing this permit for
impacts. Please contact me immediately with any questions or concerns at my office
919-553-2900 or via mobile phone [phone] at anytime so that I may respond
quickly.
?T
A
r
BLACKBURN CONSULTING ENGINEERING
234 E. Main Street
Clayton, North Carolina 27520
Ph. [phone] Fax [phone]
SUNSET OAKS PHASE 1
DRAINAGE CALCULATIONS
JULY 21, 2003
,`,,t?1?it4 ?ltlfll
.7 ? -Z
r6V 1SEt2 S-/ate
STORM DRAINAGE
eOX STATION DA RIM IN OUT SIZES LENGTH(FT) GRADE SUM DA C 125 Q(25) HW H HEAD EL
1 21+50 0.75 356.56 352.0 15 125 1.84% 0.75 0.5 8.5 3.19 1.1 0.4 353.8
2 22+75 0.52 354.28 349.7 349.5 15 42 0.95°/ 1.27 0.5 8.5 5.40 1.5 0.7 353.4
3 23+15 0.48 353.65 349.1 348.9 15 35 0.57% 1.75 0.5 8.5 7.44 1.9 1.3 352.7
4 23+48 0.37 353.48 348.7 348.5 18 27, 0.74% 2.33 0.5 8.5 9.90 2.1 1 351
4
5 23+48 0.36 353.48 348.3 348.1 18 131 2.98% 2.69 0.5 8.5 11.43 2.3 2.2 .
350.4
6 23+90 0.21 353.76 349.2 15 45 1.11% 0.21 0.5 8.5 0.89 0.1 0 351.4
7 YI 0.90 349.00 344.2 344.0 18 41 1.71% 3.59 0.5 8.5 15.26 3.3 2.5 348.2
7.5 YI 0.30 350.00 343.7 343.5 24 141 3.76% 3.89 0.5 8.5 16.50 2.2 1.5 345.7
8 Y1 0.65 342.00 338.2 338.0 24 107 2.80% 4.54 0.5 8.5 19.30 2.7 1.6 339.9
9 53+38 0.37 340.74 335.0 334.8 30 27 0.74% 5.95 0.5 8.5 25.29 2.6 0.8 338.3
10 45+46 0.60 342.00 336.8 336.6 15 53 3.02% 1.04 0.5 8.5 4.42 1.3 0.5 338.8
11 45+46 0.31 342.00 337.0 15 31 0.65% 0.34 0.5 8.5 1.45 0.7 0 338.8
13 55+20 0.25 338.91 334.4 15 27 0.74% 0.25 0.5 8.5 1.06 0.5 0 335.5
14 55+20 0.15 338.91 334.2 334.0 15 38 0.53% 0.4 0.5 8.5 1.70 0.8 0 335.1
FES 333.8
15 53+38 0.22 340.74 334.6 334.4 30 45 0.67% 6.17 0.5 8.5 26.22 2.6 0.8 337.5
FES 334.1
16 56+62 0.20 341.37 336.0 335.8 15 105 1.77% 1.13 0.5 8.5 4.80 1.3 0.8 337.1
17 56+62 0.28 341.37 336.4 336.2 15 27 0.74% 0.93 0.5 8.5 3.95 1.2 0.4 337.7
18 57+92 0.65 348.85 343.8 15 130 5.67% 0.65 0.5 8.5 2.76 1 0.4 344.8
FES 333.5
19 78+80 0.20 340.51 336.0 15 27 1.48% 0.2 0.5 8.5 0.90 0.1 0 336
9
20 78+80 0.21 340.51 335.6 335.4 18 195 2.10% 2.28 0.5 8.5 9.70 1.5 2.2 .
336.9
21 77+50 0.53 342.62 337.9 337.7 15 65 1.23% 1.41 0.5 8.5 6.00 1.6 1 340.5
22 77+50 0.11 342.62 338.1 15 27' 0.74% 0.11 0.5 8.5 0.50 0.1 0 340.5
23 76+23 0.77 345.02 340.5 15 120 2.17% 0.77 0.5 8.5 3.30 1.1 0 341.6
24 78+14 0.27 341.41 336.9 336.7 15 55 1.27% 1.68 0.5 8.5 7.10 1.9 1 339.5
25 78+69 0.19 340.57 336.0 335.8 15 10 2.00% 1.87 0.5 8.5 7.90 2.1 1.6 338.5
26 81+40 0.15 334.88 330.4 15 27 0.74% 0.15 0.5 8.5 0.60 0.1 0 331.7
27 81+40 0.10 334.88 329.4 329.2 24 165 1.09% 3.63 0.5 8.5 15.40 2.1 1.2 331.7
330.2
28 83+12 0.31 332.68 327.4 327.2 24 38 0.53% 3.94 0.5 8.5 16.70 2.3 0.9 330.5
29 44+48 0.54 334.00 327.0 326.8 30 137 2.04% 6.48 0.5 8.5 27.50 2.8 1.2 329.6
30 80+74 0.90 336.14 331.3 331.1 18 57 2.98% 3.18 0.5 8.5 13.50 2.3 2.2 334.6
31 81+34 0.20 334.91 329.4 329.6 24 5 5.00% 3.38 0.5 8.5 14.40 2 0.7 332.4
32 42+62 0.10 335.62 331.1 15 27 0.74% 0.1 0.5 8.5 0.40 0.1 0 332.5
33 42+62 0.38 335.62 330.9 330.7 18 184 2.01% 2 0.5 8.5 8.50 1.7 1.6 332.4
34 87+40 0.86 336.71 332.0 331.8 15 33 2.73% 1.52 0.5 8.5 6.50 1.6 0.9 333.4
35 87+40 0.65 336.71 332.2 15 24 0.83% 0.66 0.5 8.5 2.80 1 0.2 333.6
FES 324.0
VELOCITY DISSIPATORS
OUTLET DA C
15 6.17
14 0.4
16 1.13
29 6.48
SEDIMENT BASINS
BASIN DIST DA
1 2.5
2 0.4
3 0.9
4 2.9
5 0.4
1(10) Q(10) SIZE SLOPE V SIZE STONE LEVEL SPREAD
0.50 7.80 24.0 30" 0.44% 5.515'x8'x18" 6" WETLAND
0.50 7.80 1.6 15" 0.53% 3.5 5'x4'x18" 6" WETLAND
0.50 7.80 4.4 15" 1.77% 6.3 5'x4'x18" 6" 57'
0.50 7.80 25.3 30" 2.04% 9.715'x8'x24" 13" NONE
DA REQ.VOL SIZE PROV VOL WEIR YR FLOW
6.2 11250 4'x25'x113' 11300 12 0.91
0.4 726 3'x1 0'x25' 750 6 0.32
1.1 1997 3'x1 5'x45' 2025 10 0.44
6.5 11800 4'x25'x118' 11800 15 0.81
0.7 1270 3'x14'x31' 1302 6 0.62
I
SU?ncE ?t ?-
HYDRAULIC RESULTS
Dixharge
cfs Feak. Flew
Period(hu V°focdy (f?J Area (sq ft J
? Hy#auhc
Radiuifft) tlo?rnal
Depth 'l_
22.7 0. 1 3.12 7.2% C°8 0.72
LINER RESUI_IS
Unreinforced Vegetation
/ ?? S = 0 0228 1
1 ??J 1
L Bottom
n Width • 8.00 ft
Not to Scale
Reach fAatrrialT Fi= _{ -'er Tv a Soh Type 4larrin3'3'n' Pe(mssble Galcuiated Safety
F Remarks
Sr;. 1= Penern Cs_. r Shear Stress (Fsf) Shear Shess (ps actor
Straight Unreinfo:ced
r
0.050
3.33
1.02
3.27
STABLE
I
D 5C6 Clay Loarn 0.050 O.OGL 0.81 UNSTABLE

q,
ys??s? y,s 3ox 0,33'
? i ? G I, to
l
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9
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22

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A)c- pwa
9/iz/03
\o?oF W a rz-
? r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 15, 2003
DWQ # 03-0763
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Bryan Properties, Inc.
Post Office Box 728
Holly Springs, NC 27540
Subject Property: Olive Tract/Sunset Oaks, Phase I
To Whom It May Concern:
On June 23, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of residential development in Wake County. Approval
from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance
1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500.
Site Plans:
1. Provide plans showing that house footprints and access can be placed on the lots without
requiring further impacts or fill to Zone 1 or 2, streams, or wetlands. (Especially lots
128,175,176,177 and 115.)
Stormwater:
2. All stormwater collected on site must be directed to flow in a diffuse manner through the
buffers. If diffuse flow cannot be provided then nitrogen-removing measures must be
provided before the stormwater inters the buffers. Rip rap dissipaters are typically not
sufficient for providing diffuse flow, as the flow tends to remain concentrated and as such are
not acceptable at any of the discharge points shown.
3. Grassed swales used to collect stormwater must be designed per the "NC DENR Stormwater
Best Management Practices Manual", April 1999 in order to be considered nutrient removal
devices.
4. Level spreaders must be designed according to the "Draft Level Spreader Design Guidance".
Note: All of the above documents as well as worksheets for the level spreaders and grassed
swales are available at http://h2o.enr.state.nc.us/ncwetland/mitresto.html.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (Irttf:// iZo.cnr,statc,nc_us/ncwetlands)
Customer Service #: 1-877-623-6748
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing or by fax at [phone] within three (3) weeks we
will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Walter Cole, S&EC
Blackburn Consulting Engineering, 234 East Main Street, Clayton, NC 27520
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
June 20, 2003

NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Andrea Wade
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/%41fe;.Compliance
Request
Olive Tract/Sunset Park Planned Unit Development Project
Holly Springs, Wake County, North Carolina
S&EC Project #: 6913.01
Dear Mr. Dorney and Ms. Wade:
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 and an unnamed tributary of Rocky
Branch (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
south side of Optimist Farm Road (SR 1390), south of the intersection of Optimist Farm
Road and Pierce-Olive Road (SR 1389) and approximately 4000 feet east of the
intersection of Optimist Fann Road and Sunset lake Road (SR 1301). The project site is
approximately 328 acres in size. 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

Charlotte Officc: Greensboro Office: Hickory Office:
236 LePhilliP Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
NC 28025
Concord Greensboro, NC 27455 'I'aylorsville, NC 28681
,
Phone: [phone] Phone: [phone] Phone [phone]
1-""- i7nsi 7)0-0-106 Fax: [phone] Fax: [phone]
June 20, 2003
S&EC Project #: 6913.01
Page 2 of 3
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.
The proposed roads, (Impacts 1 &3) necessary to provide access to the proposed
residential development, will impact a 3-foot wide jurisdictional channel, also subject to
the Neuse Buffer rules. The proposed road crossings will impact 95 linear feet of
channel, 0.156 acres of wetlands, and approximately 8,791 square feet of riparian buffer.
The proposed sewer easement will temporarily impact 0.062 acres of wetlands, and 9,409
square feet of 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 crossings (Impacts 1 & 3) are needed to provide access to
the property from Optimist Farm Road to the south and east. Because the applicant has
minimized impacts by aligning the crossing to avoid larger wetlands to the south and
west, and because the applicant has no choice but to construct the crossing to access the
southern and eastern portions of the property, S&EC believes further compensatory
mitigation should not be required by the USAGE. The sewer alignment/crossing (impact
2) the applicant is proposing involves installing a gravity sewer line no closer than 30 feet
from the unnamed tributary of Rocky Branch. The applicant will install the proposed
sanitary sewer and will restore stream channels 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 requires written concurrence for impacts to any stream
channel within the Neuse River Basin. Because the applicant plans to impact one
jurisdictional channel, subject to the buffer rules, we request written concurrence that the
project complies with the 401 Water Quality Certification associated with the Nationwide
Permits 12 and 14. 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 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, therefore we do not believe a pre-approved stormwater treatment plan is
necessary for the site. We have enclosed a stormwater management plan and associated
calculations to satisfy the NC-DWQ requirements for diffuse flow.
As noted above, the stream channel on-site is subject to the buffer rules. The proposed
crossing and proposed sewer easement will impact less than 150 linear feet of channel
and less than 1/3 acre of riparian buffer. Current NC-DWQ policy allows road crossing
June 20, 2003
S&EC Project #: 6913.01
Page 3 of 3
without mitigation if the impacts are less than or equal to 150 linear feet of stream
channel or 1/3 acre of riparian buffer per tributary. Because the project impacts are
within these thresholds, we believe that riparian buffer mitigation should not be required.
The proposed sewer alignment (Impacts 213) involves installing a gravity sewer line in
portions of Zone 2 buffer of an unnamed tributary of Rocky Branch. If the sewer line had
been located further away from the tributary, completely out of Zone 2 of the riparian
buffer, a much deeper outfall would be needed because of the steep topography and
would therefore create a much greater impact as well as resulting in an outfall that is too
deep to be practical. Therefore, based on information provided by the project engineer, it
is our belief that topographic constraints necessitate the installation of portions of the
proposed gravity sewer line in Zone 2.
Sincerely, 7
Walter Cole
Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Location Map
Soil Survey Map
Over-all Impact Map & Strormwater Management Plan
Detail of impacts (3 insets)
Data Forms
Agent Authorization form
Copy of Buffer Confirmation letter
$200 check for NC-DWQ
Office Use Only:
USAGE Action ID No.
Form Version May 2002
DWQ No.
(If ally particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Pennit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Pennit 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
Owner/Applicant Infonnation
Naive: 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 Infonnation (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
E-mail Address: WCole(&sandec.com
Fax Number: 919-846-9467
Page 1 of9
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
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): #0669632602
4. Location
County: W
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) south 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): Approximately 328 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT of 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 ittp.//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 o1'9
land use within the vicinity <?f the ?ro'ect consists Limarily 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 95 linear feet of stream channel, 0.215 acres of wetlands and 18,200 square feet of
riparian buffer.
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 pennits,
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 detennination has not been issued nor any permits requested for this
project prior to this application
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
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
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.
I. Provide a written description of the proposed impacts: Proposed impacts resulting in the
construction of the access roads consist of 95 linear feet of perennial stream channel, 0.156
acres of jurisdictional wetlands and 8,791 square feet of permanent impacts to the riparian
buffer. Impacts resulting in the construction of the sewer line consist of 0.062 acres of
wetlands and 9,409 square feet of temporary impacts to the riparian buffer. Therefore the
total impacts for this project include 95 linear feet of stream channel, 0.28 acres of wetlands,
and 18,200 square feet of permanent and temporary riparian buffer impacts.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Impact 1/road Roadway fill 0.081 No 0 Emergent wetland
crossing
Impact 2A/sewer Excavation 0.062 Yes 220' Emergent wetland
crossing
Impact 3/road Roadway fill 0.075 No 0 Emergent Wetland
crossing
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year tloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Unknown waiting
on survey of wetland delineation for total acreage of wetlands on-site.
Total area of wetland impact proposed: 0.218 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)
Impact I/road Permanent/ 95' UT to Rocky Branch 3' Perennial
crossing culvert * List each impact separately and identify temporary impacts. Impacts include, but are not firmed to: culverts and associated rip-rap,
dams (separately list impacts due to both stricture 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 intcrnet sites also allow direct download and printing of USGS maps (e.g., www.toRozgne con,
w)vw.rnapq_ucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 95 linear feet
Page 4 of 9
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Open Water Impact Area of
Name 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
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
VII.
Proposed use or purpose of pond
local stonnwater requirement, etc.)
(e.g., livestock watering, irrigation, aesthetic, trout pond,
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.
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 crossings (Impacts 1 & 3) are
needed to provide access to the property from Optimist Farm Road to the south and east.
Because the applicant has minimized impacts by aligning the crossing to avoid larger wetlands to
the south and west and because the applicant has no choice but to construct the crossing to
access the southern and eastern portion of the property S&FC believes further compensatory
mitigation should not be required by the USACE. The sewer alignment/crossing (impacts 2A &
213) we are proposing involves installing a gravity sewer line no closer than 30 feet from the
unnamed tributary of Rocky Branch. If the sewer line had been located further away from the
tributary, completely out of Zone 2 of the riparian buffer, a much deeper outfall would be needed
because of the steep topographyynd would therefore create a much greater impact as well as
Page 5 of9
resulting in an outfalI that is too deep to be practical. The applicant will install the proposed
sanitary sewer and will restore stream channels in accordance with the conditions of Nationwide
Permit 12, NCDWQ water quality certification conditions, and the USACE's regional
conditions.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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 USAGE 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/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.
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.tic.tts/wrp/?l*nqpN.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 6 of 9
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):_
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
(Neuse), 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
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
Road Crossing/
Impact 1 l 5,494 3 NA
(mrmanent) --- -- ------
- -
2 3,297 1.5 NA
NA
Page 7 of-9
total 8,791 NA
Sewer Line
Alignment Impact 213 2 9,409 1.5 NA
(temporary)
Total 9,409 NA
* Zone I extends out 30 feet perpendicular from near bank of channel; Z,onc 2 extends an
additional 20 feet from the edge of "Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA - because the proposed permanent riparian buffer impacts for the proposed road crossing; are
less than 1/3 acre and 150 linear feet 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.
X1. 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 21-1 .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application'?
Yes ? No
Page 8 of 9
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 pen-nits. 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).

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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Project M Scale:
02-6913 1" =1320'
Project- --- Date: Figure 2 - Soil Sur Soil & Environmental Consultants, PA
Mgr.: KCM 10125/02 Olive Tract 11010 Raven Ridge Rd., Raleigh, NC 27614
- - ----- Blackmon Engineering Service [phone] • [phone]
Holly Springs, Wake County, `t Web Page: www.SandEC.com
7 T T II „ v `? ?% IIS81?
I
0
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1)
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YN?
?Il
300 --? ? - -- ? -11
7 }1301
w?
Sunset ?-
Lake f U ?? \ f= -??35_'?- l

Project 6: Scale:
02-6913 V = 2000'
Project Date:
Mgr.: KCM 10125102
APEX, N. C.
APR 2 5 35078 T
PHOTOINSPEPECTED ED 1988
1974
PHOTOREVISED 1987
DMA 5255 III NE-SERIES V842
Figure 1- USGS Quad Soil & Environmental Consultants, PA
Olive Tract 11010 Raven Ridge Rd.- Raleigh, NC 27614
Blackmon Engineering Service [phone] • [phone]
Holly Springs, Wake County, Web Page: www.SandEC.com
NC
312 3128
3170
3171
31 7
31
1143 3142 3141 3140
4 ' Csl ggooopW

#*'CHANNEL IMPACT = 95 LIN. FT.
ZONE 1 5494 SQ . FT.
1 ZONE 2 = 3297 SQ . FT.
WETLAND IMPACT = 0.081 AC.

U
?Q
X?l
?U
N ? O
O? LA
N
143' u
LL- Q
1 0 0
0-) 00
Ul GRAPHIC SCALE N N
1 30' m
O
30 0 30 60
2'
1 / - 14
M PA( -j
5 \
- - ----------- -
------------
? o
s
} a
y
1
1
i
WETLAND IMPACT = 0.062 AC.
GRAPHIC SCALE
1 30'
30 0 30 60 MPACT 2A
SEWER IMPACT
5
P
ZONE 2 IMPACTS: 9409 SQ.FT.
GRAPHIC SCALE
1 " = 80'
80 0 80 160
I PACTS ii?
SEWER IMPACT
BUFFER IMPACT
i?
0

T
4
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: 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.)
JEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Vitis rotundifolia
1 VINE FAC 9.
.
2. Lonicera japonica VINE FAC- 10.
Ilex opaca
3 TREE FAC- 11.
.
4. Liquidambar styraciflua TREE FAC+ _ 12.
5. Pinus taeda TREE FAC 13.
Smilax rotudifolia
6 VINE FAC 14. _
.
7 15.
- -
.
8. _ - -
16. -
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 67%
Remarks:
wnoni nr_v
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: N/A_ (in.) - FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: N/A (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
anti C
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 Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 A 10YR6/4 Sand Loam
8-18 B 7.5YR5/6 Sand Cla Loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
SUlfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
_
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
L_
11
uCr1 ALInQ MCTC0AIIAIATIl1L1
WW" 1 L 1- va- r.
Hydrophytic Vegetation Present? x Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
L_ 11
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: 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: _Wetland
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.)
?cl±GTATIn K1
r VV"I?1 -1.
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Juncus effusus HERB FACW+ 9.
Arundanaria Gigantea
2 HERB FACW 10. _
.
3. Betula nigra TREE FACW 11. _ __-
4. Salix nigra TREE OBL 12.
_
5. Viburnum nudum SHRUB FACW+ _ 13.
6. Liquidambarstyraciflora TREE _ FAC+ 14.
_
Typha latifolia
7 HERB OBL 15.
.
8. _
_ 16. --
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:
uvP\onl nr_v
? ? ? vnvwv ?
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 5 (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 0 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0 (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: Wetland
nl Q
a W LV
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 Concretions
_
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
L-
--] I
A#cT wunc• MCTCO11AWAT1AA1
•rC 1 LMI1V.7 M" I "INIVII - l Ivl?
Hydrophytic Vegetation Present? x Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes No X Yes No
Hydric Soils Present? x _ Yes No
Remarks:
1 11
10/25/V1602' 09: 67 9198469 6.' S&E C
F'Ala(= L, Z
tA- I
? wnvironmental Consultants, PA
dge Road + Raleigh, North Carolina 21614 • phone: [phone] • Fkx; [phone]
A.GRNT A,IJTHORIZATION M VI

Project Name/Description
Date: d "-ZO w 7?vz'
The Dep nt of the Army ? l tM KT- F4rZM FV.
U.S. Army Corps of Engineers, Wilmi %Wjl Diatrjct 6 (t?'?t??2
P.O. Box low
Wi nu ngtM NC 28402 (, ` DU 1« D.
Field Office: `L.
Re: Wetlands Related Consult(ng and PvIndtMg
To Whom 104y Concern:
11 the current a ,mil Owner, hereby designate and authorize Soil & EnvifORmental Consultants, PA to
act it my bt ialf as my agent in tlv* processing of permit appljcataons, to furnlgh upon request
6u lemeri<tal information in support of applicatioxta, ebc, from this day forward. The ..__ day of
??--
This notification supersedes my llrev'"S c0rrespondence concerning the agent for this project.
NOTICE; This AuthorizA.tioln, for liability stud professional courtesy reasons, is valid only for
government officials to eater the ;Property when accompanied by S&EC staff, You should cell 5&1~C
to a.rmnge a site meeting ptia.r to vieti:ting the site.
Print Prop, Ownar's Mama Property Ownelr's 'gnatu
cc: Mr, lobn Donley CC: Mr. Kevin Martin
NCDRNR - UWQ Soil & Environmental Consultants, PA
2321 CxabbW aotilevard
itillviglt, NC 27604 btuSt ageu wthlo,zrt•duc
236 Le? Phillflpp C it, S WA C i?l4leniUnro oilier; Ic kn QYfiVA:
COOOQTd. NC 28021 3817.4 L?wttdale An.v 710 D0,40ti RtMd
Phone: [phone] Qt'eottsbow, NC 27455 7ltylorsvU;r, NC 28681
Phone; [phone] Phone (418) 635,5820
l-r-41bIp N ,* 1, oF--
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 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,
Steve Mitchell
Environmental Scientist
cc; RRO/John Dorney
Wake County
H:\buflet.for\buf03\olivfarm.099
V.- Ir
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-800-623-7748
STORM DRAINAGE
BOX STATION DA RIM IN OUT SIZE(IN) _ENGTH(FT) GRADE SUM DA C I O HW H HEAD EL
1 21+50 0.75 356.56 352.0 15 125 1.84% 0.75 0.5 8.5 3.19 1.1 0.4 353.8
2 22+75 0.52 354.28 349.7 349.5 15 42 0.95% 1.27 0.5 8.5 5.40 1.5 0.7 353.4
3 23+15 0.48 353.65 349.1 348.9 15 35 0.57% 1.75 0.5 8.5 7.44 1.9 1.3 352.7
4 23+48 0.37 353.48 348.7 348.5 18 27 0.74% 2.33 0.5 8.5 9.90 2.1 1 351.4
5 23+48 0.36 353.48 348.3 348.1 18 131 2.98% 2.69 0.5 8.5 11.43 2.3 2.2 350.4
6 23+90 0.21 353.76 349.2 15 45 1.11% 0.21 0.5 8.5 0.89 0.1 0 351.4
7 YI 0.90 349.00 344.2 344.0 18 51 0.59% 3.59 0.5 8.5 15.26 3.3 2.5 348.2
7.5 YI 0.30 350.00 343.7 343.5 24 150 4.53% 3.89 0.5 8.5 16.50 2.2 1.5 345.7
8 YI 0.65 342.00 336.7 336.5 24 97 1.55% 4.54 0.5 8.5 19.30 2.7 1.6 339.9
9 53+38 0.37 340.74 335.0 334.8 30 27 0.74% 5.95 0.5 8.5 25.29 2.6 0.8 338.3
10 45+46 0.60 342.00 335.5 335.3 15 53 0.57% 1.04 0.5 8.5 4.42 1.3 0.5 338.8
11 45+46 0.31 342.00 335.9 335.7 15 31 0.65% 0.34 0.5 8.5 1.45 0.7 0 338.8
12 54+32 0.03 340.62 336.1 15 31 0.65% 0.03 0.5 8.5 0.13 0 0 338.8
13 55+20 0.25 338.91 334.4 15 27 0.74% 0.25 0.5 8.5 1.06 0.5 0 335.5
14 55+20 0.15 338.91 334.2 334.0 15 38 0.53% 0.4 0.5 8.5 1.70 0.8 0 335.1
FES 333.8
15 53+38 0.22 340.74 334.6 334.4 30 45 0.44% 6.17 0.5 8.5 26.22 2.6 0.8 337.5
FES 334.2
16 56+62 0.20 341.37 336.0 335.8 15 105 1.77% 1.13 0.5 8.5 4.80 1.3 0.8 337.1
17 56+62 0.28 341.37 336.4 336.2 15 27 0.74% 0.93 0.5 8.5 3.95 1.2 0.4 337.7
18 57+92 0.65 348.85 343.8 15 130 5.67% 0.65 0.5 8.5 2.76 1 0.4 344.8
FES 333.5
19 78+80 0.20 340.51 336.0 15 27 1.48% 0.2 0.5 8.5 0.90 0.1 0 336.9
20 78+80 0.21 340.51 335.6 335.4 18 195 2.10% 2.28 0.5 8.5 9.70 1.5 2.2 336.9
21 77+50 0.53 342.62 337.9 337.7 15 65 1.23% 1.41 0.5 8.5 6.00 1.6 1 340.5
22 77+50 0.11 342.62 338.1 15 27 0.74% 0.11 0.5 8.5 0.50 0.1 0 340.5
23 76+23 0.77 345.02 340.5 15 120 2.17% 0.77 0.5 8.5 3.30 1.1 0 341.6
24 78+14 0.27 341.41 336.9 336.7 15 55 1.27% 1.68 0.5 8.5 7.10 1.9 1 339.5
25 78+69 0.19 340.57 336.0 335.8 15 10 2.00% 1.87 0.5 8.5 7.90 2.1 1.6 338.5
26 81+40 0.15 334.88 330.4 15 27 0.74% 0.15 0.5 8.5 0.60 0.1 0 331.7
27 81+40 0.10 334.88 329.4 329.2 24 165 1.09% 3.63 0.5 8.5 15.40 2.1 1.2 331.7
330.2
28 83+12 0.31 332.68 327.4 327.2 24 38 0.53% 3.94 0.5 8.5 16.70 2.3 0.9 330.5
29 44+48 0.54 334.00 327.0 326.8 30 137 2.04% 6.48 0.5 8.5 27.50 2.8 1.2 329.6
30 80+74 0.90 336.14 331.3 331.1 18 57 2.98% 3.18 0.5 8.5 13.50 23 2.2 334.6
31 81+34 0.20 334.91 329.4 329.6 24 5 5.00% 3.38 0.5 8.5 14.40 2 0.7 332.4
32 42+62 0.10 335.62 331.1 15 27 0.74% 0.1 0.5 8.5 0.40 0.1 0 332.5
33 42+62 0.38 335.62 330.9 330.7 18 184 2.01% 2 0.5 8.5 8.50 1.7 1.6 332.4
34 87+40 0.86 336.71 332.0 331.8 15 33 2.73% 1.52 0.5 8.5 6.50 1.6 0.9 333.4
35 87+40 0.65 336.71 332.2 15 24 0.83% 0.66 0.5 8.5 2.80 1 0.2 333.6
FES 324.0
VELOCITY DISSIPATORS
OUTLET DA C
15 6.17
14 0.4
16 1.13
29 6.48
SEDIMENT BASINS
BASIN DIST DA
1 2.5
2 0.4
3 0.9
4 2.9
5 0.4
1(10) Q(10) SIZE SLOPE V SIZE STONE LEVEL SPREAD
0.50 7.80 24.0 30" 0.44% 5.515'x8'x18" 6" WETLAND
0.50 7.80 1.6 15" 0.53% 3.5 5'x4'x18" 6" WETLAND
0.50 7.80 4.4 15" 1.77% 6.3 5'x4'x18" 6" 57'
0.50 7.80 25.3 30" 2.04% 9.715'x8'x24" 13" NONE
DA REQ.VOL SIZE PROV VOL WEIR YR FLOW
6.2 11250 4'x25'x113' 11300 12 0.91
0.4 726 3'x 10'x25' 750 6 0.32
1.1 1997 3'x15'x45' 2025 10 0.44
6.5 11800 4'x25'x118' 11800 15 0.81
0.7 1270 3'x14'x31' 1302 6 0.62
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03-0763 61(. vc I ract Sun s e-i
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&
DWQ# Date Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
plan Detall Incomplete
? Please provide a location map for the project.
? Please show all stream Impacts including all fill sloes, dissipators, and bank stebilizatlon on the site plan.
? Please show all wetland Impacts including fill slopes on the site plan.
? Please Indicate all butter Impacts on the site plan.
? Please Indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-Isolated wetlands, streams and other waters of the State as overlays on the site plan.
?. Please provide cross section details showing the provisions for aquatic life passage.
?2 Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by QC
? Please provide detail for the stormwater management practices as required by QC
03V763'
_W
Lt Please speclfythe percent of project Imperviousness area based on the estimated built-out conditions.
Please Indicate all storrnwateroutfalle on the site plan. (WOVIAeamro
of nt'we 11 I
Please Indicate the diffuse flow provision measures on the site plan4o, P.?G+w O6'I4•
?J" sp?S YVv?s ?
Li Please Indicate whether or not the proposed Impacts already been conducted. ? SC -? (p w r Du Iv .
Avoidance* and/or Minimization Not Provided
0 The. aftbame on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
It Is necessary.for this -project
?? ?. QaS
? This Office belfsvee that the labeled on the plans as < can be moved or reconfigured to avoid the Impacts to the !!u-'Fgase
revise the plans to avoid the Impacts,
This Office believes that the Marbfa?on the plans w can be moved or reconfigured to minimize the Impacts to the Please,
revise the plane to minimize the impacts
The stormwater discharges at the location on the plans labeled will not provide diffuse flow, through the buffer because . Please
rovlse the plane and provide calculations. to show that diffuse flow will be achieved through the entire buffer. If it is not possible. to achieve. diffuse
flow through the entire butter then. it may be necessary to provide stormwater management plactloes that remove nutrients before the stomnvater .
can be djscharged through the buffer.
ether
I The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland Impact was requested. Please provide $
This additional fee must be received before your application can be reviewed:
Please complete Section(s) on the application.
Please provide a signed copy of the appficaflon.
Please provide copies of the application,
Ligation
copies of the site plans and other supporting Information.
. of compensatory mftlgation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements In ib A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed.
Please Indicate which 404 Permit the USACE would use to authortze this project.
UNITED STATES POSTAL SERVICE First-Class Mail
Postage es Paid
r
Jjsp$0 Sender: Please print your name, address, and ZIP+4 in this box •

NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

¦ Complete Items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the maiipiece,
or on the front if space permits.
1. Article Addressed to:
Bryan Properties
Post Office Box 728
Holly Springs, NC 27540
DWQ# 03-0763 - Wake
D. Is delivery s dl?nt fro Vter
If YES, e ig livery r3?dress I&
\ v ? c
O,y X05
Agent
? 49ddrei
C. Date f Deli
1? u Yes
? No
3. Service Type
?'Certified Mail ? Express Mail
? Registered 13 Retum Receipt for Merchan
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 2410 0003 0275 1277
(Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt 2ACPRI-03-:
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DATE:
NV I =308, 0 06-16-03
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PROJECT NO.
J~- 4'78
295 295 SHEET
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of 16 50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
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PHASE 1 SITE DATA:
12" 1 g"
WAKE COUNTY PIN: 0669.04-63-2602
TOTAL AREA IN SITE: 29.8902 ACRES
TOTAL AREA IN R/W: 5.5934 ACRES TOTAL AREA IN LOTS: 23.8280 ACRES TOTAL NUMBER OF LOTS: 104
a y
~;--;m
~ 6 ~ a : ~ ~
AVERAGE LOT SIZE: 9,9800 SF MINIMUM LOT SIZE: 6,000 SF .,d •.,6~ ,,••~ti 1: ~
0 ''%N P~~ U
ft1~~r~tun~iN'~~~ ~
ZONING: PUD 30
MINIMUM SETBACKS: a
~
FRONT:
REAR: SITE
SIDE: w
w
AGGREGATE SIDE: OLNE ROAD z 51' RIGHT OF WAY I„~
PIERCE-
V ~ hh~~ ~
1.5 5' 7,0' 12.0' 24' B/B 12.0' 13.5' fy ~ r , E~ U'~
SIDEWALK W W O
PLANT STRIP SHOULDER W ~ ~ ~ ~
L'J N t~ ~ Cat ~
PHASE 1 PROJECT TOTALS: FUTURE FI STREET TR C F*~
z H~~~
31' B/B STREET: 579 LF I..a ~ z ~
27' B/B STREET: 3619 LF ~ w 3:1 MAX, ~ Z
24' B/B STREET: 777 LF ~ ~ 3;1 MAX, 4"PER FT. 1 /2" R FT, ?-j d, O
30"CURB & ~I W O GUTTER ~ ~
12" SEWER: 461 LF 1.5" I-2 & 1" OVERLAY I-2 ,.a ~ 8 CAB V
8" SEWER: 6227 LF C ~ U ~ ~ C`2 C'J
t!J
12" WATER: 3766 LF
NTS ~ 01
8" WATER: 3233 LF a3nS$( ~Qj~ CA
a..
6" WATER: 1161 LF 51' RIGHT OF WAY
SEWER ALLOCATION: 26,520 GPD
~ ~
5' 7.0' 13.5' 2T B/B 13,5' 1 . ' 20 M
SIDEWALK SHOULDER PLANT STRIP
TOTAL DISTURBED AREA = 9.1 ACRES THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PANS, STANDARDS OF THE TOWN OF HOLLY SPRINGS. THESE PLANS WERE PREPARED IN CON STREET TR E C '
PANS, AND THE ADOPTED ENGINEERlN G DESIGN AND CO NSTRUCTION
'~1N CONFORMANC WITH TH ~ E E APPROVED PR ELIMINARY PLAN
i~NATURE APPEAR BELOW THIS CERTIFI 3:, MAX, ES THAT THE TOW
TABLE OF CONTENTS: APPROVED BY THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL ANO SGNATURE SPRINGS DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY Rfi!lEWED F PAGE 1 COVER SHEET PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SP~~IFICALLY N OE HOLLY I~WED FOR APPLICABILITY TO THIS PA 3:1 MAX. 1 2" R FT.
RTICULAR PROJE T. 4"PER FT. / q C ANY
~lFICH 30"CURB & LLY AS FOLLOWS. 1.5" I-2 & 1" OVERLAY I-2 GUTTER
PAGE 2 UTILITY AND LOT LAYOUT 8" CABC
PAGE 3 EROSION CONTROL 1. WATERLINE SIZES DESIGNED BY CALCULATED PRESSURE AND DO NOT MEE1 'J~2ITTEN 'Y'~, ITTE N STANDARDS.
z
PAGE 4 STREET '~D~~ & OUTFACE ~~A" 2• VERTICAL K FACTORS ON ROAC!S DO NOT MEET WRITTEN STANDARDS. e--I a
NTS ~ G~
PAGE 5 STREET "B"
PAGE 6 STREET "E" ~ r~~/~ U
V1 x
PAGE 7 STREET "G" 55' RIGHT OF WAY E''
O
PAGE 8 STREET "H" PERMITS AND APPROVALS ASSOCIATED WITH THIS PRWECT z 5' 7.p' 15.5' 31' B/B 15.5' 12.0'
PAGE 9 STREET "J" & OUTFACE "J" r~~uiRm pnr/row?r SUBMITTAL r~sue~err~ RESUBNITUL ~ovn~ v~M PAGE 10 OUTFACE "B" IECT L~ SIDEWALK SHOULDER r. W
~~~T PLANT STRIP
W V 1 E"'
REZONI PAGE 11 OFFSITE WATER ,~N~A PAGE 12 OFFSITE WATER unu~ra PAGE 13 ROAD WIDENING X PAGE 14 DETAILS & SPECIFICATIONS X REZONING ~ ' C ~ ~
ANNEXATION STREET TR E O
U UTILITY El(TENSION M
W SUBDINSION :1 W
3 MAX,
SITE PLAN ~ 3:1 MAX. "PER FT, 1/2" R FT. O
CON57RUCTI PAGE 15 DETAILS & SPECIFICATIONS X Flr~F~a PAGE 1 6 STREET TREE PLAN x P x CONSTRUCTIgr DOCS, 30"CURB &
V FIRE FLOW TEST 1.5" I-2 & 1" OVERLAY I-2 GUTTER
SEWER PER111T 8" CABC V 1 ~
w~~rs a CORD P NCDNq P X ~ ~ j WATER PEfiMIT Z
CORP PERMIT ~ a
NCDWQ PEINIIT NTS ~
QtOS10N C OPoVEWAY x V1 EROSION coNlRa ~
a DRIVEWAY PEtWT a
0
STORMW NCWT UTILITY STORMWATBI 65' RIGHT OF WAY `,I,'
NCODT UTILITY ENaRIiMNT.
SIDEWALI( E ~T~1T .T .v ~ pR TI~T~T C ~Tn~ ru 5' 7.0' 20.5' 41' B/8 20.5' 12.0' SIDEWALK ENCRI~INT.
SIDEWALK SHOULDER
PLANT STRIP
REVISIONS:
STREET TR E C d~`21-fl3
0$-12-03
3:1 MAX.
3:1 MAX, "PER FP. 1/2" R FT. SCALE:
30"CURB &
1.5" I-2 & 1" OVERLAY I-2 GUTTER 1"=c~OQ'
8" CABC
' DRAWN BY.
SPH
NTs
DATE:
46-16-03
1
AUG ~ PROJECT N0.
1 1 V L1L i. JL 1 \11 I t,J ?J' 1\ V 1\1 1 1
L 11 ~,C71tVL11 ~1 I"~ INATERQUAurvsECnoN J-478
DEVELOPER: SUNSET FOREST, LL SHEET
500 0 500 1000 1500
P.O. BOX 728
HOLLY SPRINGS, NC 2540 10 Scale 1 500'
OF 16

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/ 7 _ / i/ _ J 478
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30" VALLEY CURB a~-~2-03
& GUTTER
+ 4 90 35 2 345 ~M 290
~ ~
h HJ SCALE:
_ C AS SHOWN
R -359 3 IN ERT OUT= 49,40 i
340 285 285 DRAWN BY.
340
SPH
9 9 9 9 TA=O ~0f an ole 15' R IM=2 8. TA=O 00 = + IM=2 8,00 RIM= 04.2 DATE:
•~S~ n 335 280 as-16-a3 280
335 INV IN=3 8.90 V
PROJECT N0.
J-478
ti Ati(: L.5 I - L
2 7 5 SHEET
330 330 275
R M=341,05
' rn ro N r, M (o ro a oto o N h m rn(D rn 16 m m m I V IN 119)= 34.00
1 In to ~ 04 n~ N - Z ~ °D lp n~ ~011) N~ <0 M~ N~ 0 0
M M M M h M M M M M M M1 to M M1 M M M M JZS 270 325 M M 1270 4
39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 -0+50 0+00 0+ )0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 of 16

~ ! ~ 9 CIR( Jb CIRCULA - 4 d ~tltgllnttnrssjs '
.r yy D S c' D - 6 0 ~y ~ ~ '1, _
~ 0 0 T T - 237.08 ; r,
, !0 ~ y ~ J 0 R R = 1000, 00 ~ ~ `
Q S ~s 0 ~s ! • S n L L = 465.56 d ~ ~ _ : M
! Jb S S~ C 1S . C - 461.36 ~ p :~v ~ ~
y 0 f ~ 0 s 9 d ..bd : ;
Jb 0! 0 ,
~ y tii 9 J S 09 ~ 0 ti b FH PfPrPilllli lllll` FH o
y 9 ~s S~• ~ S ! 0
o'' 'fl s ! . , ! ~ ~ G ~s 0 .o a
Jb S Jb ~
yS 0 Jb y g i
c' yS 9 S c'0 ~ 0 !S ~c'• `~9 0 0 z
! 0 8 'C
,S ~g 1 G ! J ~ , ~g - ~
J ! b 12"' 'G b h yS 6 ~9 w
'h y ! ~ S 0 SS 0~, c' w
- 9! 0~' c' 0 9 BOP 20+0 ~ p c, ~ z
s '0 y .~j Jb y I
Jb •9 ~'i tii c~
~ y ~S ~ yS 9 ~ h S S! ~ Os . ~ ro ~ ~ N ~
1 0 s! • ~!b'~ EE SWALE DETA 0 ! b o so 9 9 0 ~'p • 6 9 .S 6 ~y y b W wo y W c~2
9 0 ~ Jb '0 9 y ~ !Y~ c' „ • ,p ~ b b ~ S S! ! 8 N! . t~N~ ~ ~
S ~ b~ S ~ ~ ~ ~ ~
0 ! a 00 ! • G ~ Jb 0 ~ y ~ ~r; s ,s 0 s!. •0 990 ~ ' rf s ~ H
9 99 O J a~ J '0 y t ~1 i ~ o AINq G~ E-~+ ~ U ~ ~ ~ ~ SW
: A(,~ ~ ~G ~ d `'"y ~ w
S~ ! • ? ~ 9 0 ~ , Hz
y S n~ Q Jb ~ S ,s ~ ~ ~~o RECESS TOP 1,0
\ 69 S tit, a yS ' ~ 9 x ~ yy y ~ o r:,. d~Al o
~ \ 0! ~b W Jb 0 ti 'O S ~ 3 NAGS' w SINgZE Q d ~
0 Q y ~ \ ~ ~ ~ ~ SS , ~Y{ S , ~ ! U ~a~ - / U i
V ~ Jb ~ 9 0 6' J 5;~~ Q V b a \ yS s yy ~ yS ~ Y:: a ~ o cRAT~ ~raP ~ ~ ~
\ 8 ~ ~ o , NLET ~ / \ YARD 1 ~
\ ~ Q ~ •o^ t~,,. r',J 1 f .
p ~ ^ V! 1 ~ c' ~ s J
\ Jb b _ `y/
.Y t.'S yS y 1S S G \ •r 9
\ 9 ~ ~ M
~ 1S J ' ~ J is ~ b ~t~ x - } - J(,
V b ~ 9 yy y ~ J( < ,
~ z. w s s f
9 p ~ ~ c' ~4r \ 8 0
~ \ ~ ~ J ~ ~y ~ b
Jb y 'o S ~ ~ 8. T AL
.~a, \ .YS 8 ~ Nj ~ 9~,
\ 9 ~ 98 0 b 5.4' .0' S, 4'
\ S~ yb 'rn yS9 ~ t
! 8S ro S 9 ' 100 YR ELEV E 3;1 _ _ _ ~pP
0,8 S(pp ;1 S 3
\ D 38 1 50 /
SCALES: ~ \ T - 111.12
_ ~ R ~ 150.00 1 -50 HO
1" =5' VER L = 191.28
p
s~' RN~HT OF wAY 12" 18' ~ ~
w w U
5' 7.0' t3.5' 27' B/B t3.5' 12.0' 385 V L 385 F
SIDEWALK SHOULDER W ax W o
PLANT STRIP 99 99 a z
E-+
c STREET TR E 10
380 ~ , 6' 7" ~ 380 ~
z
3:1 MAX. ~ ~ a
1 /2" R FT. ' 30, E--i U
3;1 MAX. 4'PER fT. 30"CURB dt w w
375 1.5' I-Z dt t' OVERLAY I-2 GUTTER o x 375 ~
8' CA9C G~ ~
NTS 370 ' z
C RVE EN=1 0,00 370 ~ a
ELE 359, 7 ~ _ a
o CUR LE =400. 0 -400. ~ a a
0 0 0
365 365 x
+ N~0 a
~ TOP OF CUB o ~ o m cv TO OF URB M ai
cat m ¢In v,> +
h J t ~ + M Vi 4J N
360 N N U 36D I- M
Q N QW ~ ~ REVISIONS:
~ Q Vi W aw 07-21-03
U ~ ~ w ~n . Q8-12-03
W ~ m~
355 355
8 W aw
~ w SCALE;
r AS SHOWN 8
350 ' ' 350
8° VC 1 5°R DRAWN I3Y:
0, f , SPH
a o e VC n
- ° VC DATE: g/. TA=2 +63,6
345 4 IN ERT UT 3 9, 0 IM=3 , 4 7 , Bin 345 06-16-03
NVER 350.1 189, 2ft Bin
PROJECT N0.
_ + STA= 4+06, 9 M Whole #125 Man ole 124 RI =353, 1 _ _ S A=24 83,56 _ . 124 J-478
340
INVERT OUT= 45,40 INV RT OJT=344-20 )T=344.20 340 SHEET
ryi OQ ryi M (o O N N 0) to r) t~ 0) O t4 N N M N p r M t
to (0 N ~ to ~ to W tl? M U-) O' In M L6 100 ~ ~ ~ ;Lo ~ U `to '+to N N tn `N 00 00 OU-) UjLf) q-N ~U-) nLO r nu) NU-) ~N d
1335 Ny M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M r7 M 335
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 27+50 28+00 28+50 29+00 29+50 30+00 OF

{~~gditrrr~~~
$~e
. ~ 2 'TOTAL ~
CIRCULAR P. 5,4 1 5,4 ~ ,:~1,,~ , / . o
= 2°55'06" ` ~ ~ D 2 ~ :c~ d
~ P~ ~ ~ ~ , 25 ~ 0 ~ 1,0 100 YR EL.EV PE ~
R 50.00 F~ ~ ~ ~ ~ ~Q ~l '".0
JP ~ L -
~ ~ 1~ Q C = 53.55 ~ o~ 3 ,
Q ~ 4 ~v N ° \ i ~

INV IN 335.0' o ~
A T~ p 'I, ~ Rq~N ~
ESM
~ - x8 TEE ~ ~ L3
8 x REDUCER 5'x4'x18" ~ ~ ~ ~ ~ M
SWALE DETAIL ~ ~ RIP-RAP ~ /
> DISSIPAT ~ ~ 15 x8 x18 ~ ~R W gINgGE o~
W/6 D5 ~ IP-RAP ~ SWq~ ~ e rn
STONE ~ D SIPA ~ ~ . ~ ~
D50 ~ J A~,
b RECESS TOP 1.0 c~
o~ ~ ~ AINgCE E-+ ~
~ ~ 4 ~0 x A S~gLF W W o W t~! ~
~ 2g C ~S p ~ ~
s e s ~ ~ S T RATE T4 ~ H G t3~
~ 9\ ~ RD WLET ~ ~ A ~r Y ~z
s 5x 1 E-1 U
o ~ IP- 9y d ~ z ~ w
s s sl „ D
s ~ Hz ~ o
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1~ LE L READ 9 w o o
F F~ ° ~ U~.a~ ~~i
,0 ~ o ~ ~
v 2~ ~ ~
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8x6T ~ ~ ~
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= 50+ 0 ~ F
C 2 STREAM CROSSING CONSTRUCTION SEQUENCE: o U
~ p0 D 55 06 o E P 6 1. kNSTA » » LL SEDIMENT BASINS x8 TEE
F r 'o ~ - 37.22 2. INSTALL DIVERSIONS
~ - ~ R - 250.00 3. INSTALL SILT FENCE
L = 73.90 4. INSTALL TWIN 30" RCP
C = 73.6 5. COVER TWIN 30" RCP
~
F4 ,
i

SCALES: `V m , `i
F~ 1 =50 HOR
~ ~ ='VR ~ 5 E _ ~ ~ o
n .L.. ~ ~ ~
z
a 0~y
w W w
99 99 ' ' W U
0
» • o r-i
365 ` 4~ 365 W o
W ~
=18,3 ~M ~ ~
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~ + ,
360 > ~ - ~
o I N PISA 52 5.00 K=19 8 K 8 360 H o CO3 ~ z
m
au~ _ „oo o
~ - N W w W
N~ I-M 355 0 + . o F-M 2 V,1 x
o ~ ~ 355 G~
~ ~ ELE 34.36 > ~ a ~
d M ~ - a J W W
> CURV LEN 100.0 ~
~ J o -
350 > 350 z
,p o ~ ~ o x a
M o~ Q ~ o ~ oM a
M + ~M om >
8° VC ~ > N + M ~
345 Q a ~ > 345 0
~ ¢ J x
12 9f t ~ a. ~ v, °
a o e 6N ,0 .r >
340 . 340
IN IN= 44.40 REVISIONS:
anho e #12 ~ 0 07-21-03
TA=S +22,0 'h p ~ 08-12-03
- ~G 5
335 - _ . ~ NV T- 4 , 0 M nhot #13 335
. ~ IN 0 M nhot #130 - 1
i2° is - , 95' RIGHT Of WAY - ~ SCALE:
5' ~.0~ 15.5' 3,' 8/B ,5.5' 12.0' AS SHOWN
330 ° ~p~y~ SHOULDER Pty STRIP 330
DRAWN BY:
~o~ + G ~ SPH s~
6 ~ IM-3 1,32 STA 53 9 .20 Man t 17 NV = 2. STA 54+9 .$6
3,, DATE:
- TA= +47.5 325 30` - i/2 R O6-I6°03
3:, 325 30"CURB ~
,.5• I-2 ~ OVERiAY 1-2 GUT7ER PROJECT N0. e• cA~c
30" VALLEY CURB Nv T=3 ,lo
o r.i i-r-r~o ~1' R /R CTQ~'~T c~"(`T~n~l J-478
! I Uf U JII\LLI )LVIIVIV -11
320 Nis
320 SHEET
to nn M jc-,NL
M N r N f~ r N O Cfl O r CO In t tf (p tf) I- to O 00 N d d 16 .4- C-4 00 r-) 00
'1 d' -d' °°d mod- Nd- rd- r~} rd- Nd- rd- ra 1n oato °'t17 l(7 00~ c°to o~ rnd' Od' N q. Md' md' 00 - 01 . 00 O U N r~ Kl l qh LC) d ~O: U cp
315 M M M M M M M M M M M M M M r, M M rq) M M M M M M r1f M M M M M M M M M M I~ M K M M ff) 315
L:::49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 o of 1 58+00 58+50 59+0 59+50 60+00 60+50 61+00

~ ~ .
f
~~~~~r~.~~~r,,,
~ o Ny :,~P,
o \ ~,v:,\j~l~ b; ~
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AT H
~ 0 ~ 1 v
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SCALES: ) x TEE N
1" =50' HOR / ~ ~ z H~~~
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/ ~ + / \ w o H z D=3 150 ~ ~ ~
O T = 0,58 ~ ~ o
/ ~ cQ / ~ .Q w o 150.00 a ~ rn
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ti~ C = 86 ~ c~
/ ~ ~
~ ~ 2~
/ ~ ~ . ~ ~
V' Y ~ mm ~ ~ W ~
l v~ l ~.s
CIRCULAR ~ ~ ~ ~ ~ _ ~ ~ V
D - 1945 5 ~
u/ ~ ~ T 182.5 ~ 'L, r 0
~ R - .F / 1'
2, 'L / ~ ~ 0
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ti ti~ ~ ~ :w~ <..< , ~ ~
F N{
y / ra ~ F , y ~ a
_~c..~~~ g.~,u._ ~ '
PISA 72 1,93
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N ' - 99 99 12" 18~
370 ~
° ~ ~o 370 a
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365 > ' ' x
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360 ~ 30 ~ ~
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o " a o
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355 + h~l n W
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h v, TA= +65. ° a LEV 340,2
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350 CUR - ~ E LE -125, 0 ~
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345 H - ' / / fit,
I- W ¢ F.. J ~.1 W M o
~ 345 W o x
51' RIGHT OF WAY Q as U~
a oe W U~
13.5' 27' B B 13,5' 12.0' ~ N H M
340 5' 7.0' IN IN= 46.30 'h ~
SIDEWALK SHOULDER PLANT STRIP U Q W F-- ?-M 340
~ ~ v, w W ~ REVISIONS.
v zW ~.W ~;rn 07-21-03
• C ~ STREET TR E " ~ N 08-12-03
335 t s Ma ole 111 .87y ~M
,ooi. > 335
3:1 MAX. I- J
INV IN= 7.90 M to SCALE:
3:1 MAX. 4"PER FT, 1~2" R INV QUT= 37,7 ST =77+ 0,00 30"CURB &
330 GUTTER _ 1.5" I-2 & 1" OVERLAY i-2 AS SHOWN 8!
8" CABC 7i 5
330 DRAWN BY:
SPH
a oe
325 Nrs " DATE:
IN IN=3 2,40 06-13-03
325
J PROJECT N0. - +
RIM=3 35 .66 ' d-478
320 RI =334 90
E) U9 14) e P*- t-J P9 to N PC) (Y) Le 320 TKI ml SHEET
LC) CC)
cp to O N '.0 O N M d Os c0 d c0 pp C~ N M r-, h 10 00 N 0) 0) ' to to d to M(c) N~ O~5 OOtn I~tn U)L6 4 661 N~ Orf- 0) oo cp ~ ~ rt et M M N N C,4 C, r"i rn oo n ao
NCo N(D n in 315 M M M M M rl M r~ M M M M M r~ M M r~ M M r~ r~ r7 M r+) M M M M M M - +0 oa N C-4 d- ~d d- mod` o o rn ro h o - C~j N d' M M M I-, M o M M q- r4-) N M M 'd to --t M
M M M t7 r~ A i M r~ M M M M ~ r'l M M t~ M M M r} r~ M
[769+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 - 75+00 75+50 76 +00 76+50 77+00 77+50 78+00 315 78+00 78+50 79+00 79+50
80+00 80+50 81 + 00 81+50 82+00 8z+50 83+00 of 16 83+50 84+00 84+5 0

C~Rt'UL R 1
1 u ~~~~~g11113if/~Z i
T = 48.73 ~ ~P. .fey:
R = 200.00
L = 95.60 rp ~ d m ;t.'~
C = 94.69 -
. y M
b °
V pP
!`l4gliC111~1,~ CN

l
~ ~
t'~
n -o !'~'1
a
v ~ W rt~ ^vJ'
rtt ti H
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' + v 1~' JJ 11µ^^i
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P-=--80 w W C~2 ~
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` = 8'11' 0"
t'r = 8.08
~ ~
= 50.40 ~
55.51 U
C = 55.19 C~
W w
w Z ~ ~
l

SCALES:
1 =5 VER W /
~ ~ ~ ~ l L
99 99
ie+
> > 0 370 a w
370 ~ w Q~
o _ U
. o Lo° 7~
w
~r ~ E V 3 7,22 365 ° W z
365 ~ - ~ - 3° 3` W
F-~ f-~ W
f~+
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360 . o~ W z
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6,W ~ L ~ o W
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355 a ~ M N 355 ~ a ~
s• ~ + o
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3 Q M L V
350 n o e r p ~ > - 350 z
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345 N 345 °
RI =3S 41 x
51' RIGHT Of WAY ~ - ' p, I- d-
°
1.5' 5' 7.0' 12.0' 24' 6/B 12.0' 13.5' ~ ' 340 340
SHOULDER S10EWAtK REVISIONS:
PLANT STRIP 07-21-03
08-12-03
C 6. c °
STREET TR ( ° 335
335
3:1 MAX. SCALE:
AS SHOWN
4"PER fT. 1/2" R fi. 3:1 MAX.
30"CURB & 330 DRAWN BY:
330 1.5" f-2 & 1" OVERLAY I-2 GUTTER 8" CABC
RIM=3 8,41 SPH
' 8
DATE:
NTS S 06-16-03
325 325
PROJECT N0,
J-47$
1114 V 1 V=-3C0 U
NV U-1 =3 j-90
320 320 SHEET
0) P*- eq P9 N (D
u3 i~ 67 Ol M t` W ~t M d 14- M f~ i~ M (D 6> U) to 00 M 00 N N I_
cfl NtD Nc0 N(D N~j NG N(o Ntn NLo NLh NLn (-4Lf) NLO Lf °LO °'Lo t--Lo to Lo ML6 ivy r-cj- °'d nd- end- ord. NM r`
315 M M IV-5 r- 3 I- M M M M M r- y- M M M tM M M M M M M M M M M M M M M M M M M M - 315
88+00 88+50 ss+oo of 16
19+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00

SCALES: ~ ~ ~
1" =50' HOR 1~, 18, _ 51' RICHT OF WA4 V 1~~1yA6li.Ai.iiitlj!
1" =5' VER 4 .1(1~,; ~
s' T.o' 13. ' 12,0' P <<' ~ . . 9~,~'~
EWALk SNOUI.pER PWVT STRIP
~ : ~ ,N w ~ 0
TREET TR C IQ~ L~ 1y
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//r1111fig1111\\\
JV 3U"CU l~'~
1.5" I- 04ERLA I-2 BUTTER C
30 LEY CURB
B B EET SE TI CON & T-E~-

1~
!~'1
15'x8'x24"
RIP-RAP 1'~'y W
DISSIPATOR
H
ONE S
v 4J
J cn 0 H UJ 0 W W O
a W c~2 ~ ~ u~
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a ~I z E-~ ~ v ~
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= 19'05 55
T = 300.00
- R = 300.00
SCA ,~,~(RCULAR L = 471,24 SCALES: ' ~ ~ ~
1" D = 7'25'1 \ C = 424.26 1 =54 HOR i~
_ \ 1" T - 356.1 1" =5' VER ~
R=77 0
L=66.
C = 6.76 ~
r

r r, w
f n ~ 3aa Mnnl , ~ / I w
n
M
99 99
w
H
350 350 340 0 4
' CU VE L N=40.0 E EV 36,94 30 ~ 0 0
CURV LEN 40,00 - » z
CURV LEN 50,00 K=20.0 ,
= r ~ m w ~
345 w ~}.i
345 335 5 335 "a ~ U~ z
+o N ~ o an 0~ + N In ~ ~ ~
h
Q
~ ~ N~ ~ M ~ (n~ ~ ~ 340 ~ ~ J ~ J W w
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Q W a ~
I- Vi h- J ~ Q w

o0 J p.. ~ a 335 U~ z
Z 335 325 5 32 ~ 5 a
z a
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330 330 320 4 ° 320 ~
CP ~
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4~ o N W
325 325 315 ~ 1 35
z s.s~t sln REVISIONS:
07-21-03
$in P C 0, ' os-~z-o3
320 ' - 320 310
RIM=3 3,40 anhal #13 ~ ~ 310 v
INV UT= .80 =
SCALE:
IV~T~32.90 ' 'n v~ o. 8% AS SHOWN
315 a o e s, 315 305 ~n VC .b6%
5 305 ~n P DRAWN BY;
' ~ ~ Pv SPH
IN N= 4 C' I 23, 0 rn ~'~C
anoe no - DATE:
310 RI =315, 3
_ N 310 300 ST 46 8,68 Q _ _ - 06-16-03 INV IN-3 7,80 V 300 I IN 305.3
' RI =310, 2 _ PROJECT N0.
,I- 478
305
305 295 5 295
SHEET
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~ NN 0N co 10 d N N o 3 N N N N N Q-- ccyy M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M q~001 90
~ 290 g
r39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 E46+00 4 6+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51 +50 of 16

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a 0
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390 390 350 W ~
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F
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H V1 ~
375 r, 375 335 r 335 z
t ~ ~
of a F w
w 0 a
370 370 330 a 330 0
x
365 365 325
325 REVISIONS:
07-21-03
08-12 -03
360
360 320 320
SCALE;
AS SHOWN
355 355 315 315 DRAWN BY:
SPH
DATE:
08--16-03
350 350 310 310
PROJECT N0.
J-478
345 345 305 305 SHEET /
340 340 300 300 11
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 7+50 8+OC
I 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 of 16

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REVISIONS:
07-21-03
08-12-03
~•0 340
0 SCALE:
AS SHOWN
E '
335 E 335 DRAWN BY:
SPH
DATE:
06-16-03
,330 33a
PROJECT N0.
J-478
1325 325 SHEET
320 -loo 320 12
14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+5(
J 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 of 16

~ ENTRANC ENTRANCE DETAIL . f;
INDIVIDUAL LANE` 1 dIDUAL LANES WILL NQT BE PAINTED • ~ • 'V • ~F c~ _ y~,' ~ i
~ 41' B/ 41 BBB ~ ~ •
i~ ;N w ~ v: ~
2.5 ~ 2.5 2.5 ,•y N ~C,; o ~ .,p ; \
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TYPICAL STREET SECTION
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MAN & 1 I-2 OVERLAY AVER ENT IRE SECTION
SCALES: 6
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REVISIONS:
0'7-21-03
08-12--03
370 37a
SCALE:
12' WL A D 24" BORE AND ASING
AS SHOWN
365
EW 1 365 DRAWN BY:
SPH
DATE:
360 06-16-03
360
PROJECT N0.
J-47$
355
355 SHEET
350 350 13
28+00 28+50 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+C .0 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 of 16

_ - s - -
1/2 DIAMETER OF PIPE COMSE AOgtECA1E EAR1H FlLL COVERED BY
OR 1Y WiIIaiEVdt R ~ ~ IARCE ANfARAR ROCK
w rMa YWA11t M Otwtlm Br 71E OArI1YA-~-'~ SE®ING SCH®ULE prilER F/8PoC _ (REVISED: 1-1-86) r`t,{,Il;,tr
odraalm t s w TYFTCAL PoP RAP C1WIXEL I. r,
ro d ~w~.n°~ STEEP CUT OR FILL SLOPE IB. P to It' - ? I_I I-I III-I ~ ~ j''"%rlh ~I ; ~ .•r,.
w ro ar. N1° ulF tW 8' FILLER fABPoC CR I C I CAPApTY CF PIPE WL4ERIS ~ T ITl-- O y
m 2:1 SLOPE (MAXj cRAeEL BEDOw6 FLTER FFBIGC OR T GRAVEL BEODR+C To~FR , BAxK ~ ,rl Shoulders, Side Ditches, Slopes (Max 3:1 } ; 0 ^.I ,y ; ~ ^ ~rulrrur irFLAY.T>';;.x.. ~ ~ cn ~ . CD' fi,it0111a aT ~ EARTH FILL COYERED BY V W
aAat PARABOLIC-9MMED WATERWAY W1N 31~E 1'~I1FR ~RAIN_ , r w (SHAPED er euuuoaRl COARSE ACCREFAtE ```~4'" LARU ANOOLAR ROq( DATE TYPE fatANRNG RATE G~ a' ~
~ aNxal U4ff: .y 'y ' o Aug 15 -Nov 1 Toll Fescue 300 Ibs ocre :f *•~y ~ `
TO 8E VSED NHEAE EXCESSIVE STOIRIWAIER N10gRES PAdXBR VECETA7IVE t1NNCS. e crmo o / , binn d " . ~ ~ o, o° ° '0; 8 v°oo0 ,boo °oo o 'a~ p°Bo°pp o Nov 1 -filar 1 Tall Fescue 300 IDs/ocre V • v~`~ 0 0 0 °O ° o o ° Q0' ° O °O° oo p .o_ o 0 0 0 ° 0° ° ° do Abruul Frye 25 Ibs/ocre '++~u n~~ J
W SINS h ~7 B~EwED BY 0° 0 DO.. Q P a°9. 00°y~oD. a~a ° ~ ° ~a +AIII a1~iv o °0060 0 no o' ~ aooO 0 ° ° o ° °o ° Mor 1 -Apr 15 Toll Feacua 300 Ibs/acre 1NtUTt
aym roar UPSLOPE TOE POSITIVE GRADE 1,0% MAX. E r i ro DESLON. ~ a e W VAPoES ACCaRaNc o°p°b~p0'O oO,oo40po Oo.o..~ °..oQ OP°y~ao,°o° r 15 -Jun 30 Hulled Common Bermuda rasa 25 Ibs ocre 0 0 o e a o 0 0 00 a ~Od ~ o°G S AD 9 / as o ° O 0 p 0 . ° ° o • ° ° as e a , a° °m o0 0 ° a °g: Jul 1 15 Tall Feeaue and 120 Ibs ocro
rowu Wtt vMxc ~ 10, 1' to it' aLi fOKi alalRltt rAwaa h RIP RAP DEP1H AS PEA OESICN OR REFER ro a,p p0p °0 0 0 o0a -Aug / TO °Q °e°0O 0° °po0 •o °0 ° O o' O00° o° °o' eo •"Brownto Millet 35 Ib9 ocro
mII:. SIDE SLOPES ~ FlL1ER FABRIC CR TABLE -as saT raa axr xul aA.w14i Mu § ~ to cart t : 1 MAX. CRAM BEODWC o0o°O P°0~ °.8°poO9oo Op O.° b°o ao.°O .a ~p a°. D / ~ pP "'"or Sorghum-Sudan Nybrlda 30 Ibs/ocro
aai xoT i rat Alw 1[1U x { ) Musa lm nor ti f ~'aarw~.~mt ar ~ roKC Nrraa ~ w n~ uxu, ~07iNala Wa xs \ ~ ~ ~ ~ ~ \ ~ ~ \ ~ ~ \ \ ~ ~ \ ~ ~ \ ~ ~ M-9EIAPED WATERWAY IN11E1 SRyIE CEEIIER ORAMI STCN CUSSIflCAl10N RIP RAP DEPTH H M;'s`k,:?"k;~=;a Slopes (3:1 to 2:1 V
soot aura "iAW~i a"a \ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ \ ? ~ ~ ~ * ~ ~ (SHAPED BY M01pt CRAOER) B 18 ss. ,.;s.~ ~a. ) REMSKNS M4NRIUM MRKMUM
qu ~ STEEP CUt OR Flll SLOPE ~HR~S CLASS 1 4 DAi AEViSlg15 ~ DATE DESCFBP110N CLASS 2 24 -38 DATE OESptlPaON TOP OF BANK *t'~:`~.'';; TOP OF BANK Nor I -Jun 1 SBriCea Lab 111~~~777 -a:r:^'. :.,.,.:e-. padeza (scarified) 501ba/acre H g,~ & ~,i
DAZE bESCAPTION ~ ~ ~ RENSIONS DATE DESCMPTION (Mor 1 -Apr 15) Add Tall Fescue 120 IDs/acre 1~+-I
eior TEMPORARY STREAM CROSSING 11 A (ter 1 =Jun 3D) Or Add Wenping Lavegroas 10 Ibs/acre W (Mor 1 Jun 30) Or Add Hulled Commm Bermudagrass 25 Ibs/oars ~
RIP RAP LINED CHANNELS 10 I O Jun 1 -Sep 1 ''Hall Fescue and 120 Ibs/are
STANDARD TEMPORARY SILT FENCE 1 DIVERSION DITCH 9 •'+Browntop Millet 35 Ibs/ocre •"or Sorghum-Sudan Hybrids 30 Ibs/sae
Sep 1 -Mar 1 Sericaa Laspedexo (unhulbd-unacarUled) 70 ~e/acre r k I P~peOunanoFlatArea- and Tall fescue 120 Ibs ocre y (Y~
~ TOP EIEVATICN OF $TX3AWAlER FBUES: .((Am (7, 1~' f'~/ No WaildallneoChanne~ / I'~!' 1 BAS I''+ {/G - (Nov i - Nar 1) Add Abruzzi Rye 25 Ibs/ocro In
as'-i' ~ uw, Cu5 ~ 3da A A ~ t,(~
X37 WASHED ylx, < BUT SUFTifffNi TO KEEP 1. PUT 50.T FENCE OR TREE PROTECRON fENCE W t0' uw, ' STONE ~1 ~ SEquENi ON SLTE 70 ENfiME CgISTRUC110N ENTRANCE IS USED. r W W O
DESIGN OF SPILLWAYS ~ ''r' " ^;~;+ir t. P CONSTRIICnON ax THE SITES ARE wa THAT E)OS1wC RAPE ay: THE MVD IS NOT RF110VFD BY THE 4E11CIE TRAVEL.- ' ~ DRAINAGE AREA waT IBNGTHi .~.r...... • ~ 't:^:.: otff. TWES of THE e `,'2'-J'•Sii)NE TO.~ USED 23' OR NTDIH Cf wC ONR THE ST THEN THE . ~ PvC 2tsEe ~ Wt1N 5tarf4 Consult Conaervo0on Engineer or Soil Conservation Service for ~ ~ ~ r-I
ACRES C1.A55 1 RP-RM FILLER FABRIC E7BSTING ••~'~''-'~~(SURGE STWE OR RAllROAD•t' YEIIICIES MUST BE WASHED BEFORE ENTERRIC THE ~ 1.,~ { ) (FT) PROPOSED Srt+FET• 7IfR~ 1 4.0 ROADWAY `L' 'BAtUST)`~~ MHKJffVER IS PUBLIC ROAD. 1,„ 0 t + clan addllbnol fnfonn n o 1 v/ E ,7MIR ~p~Cf~ DIE e. ig olio p ncem ng other olternat'rvee for vegetation of
fr'. ~ti ~ ROADWAY ; 'IrICP ::'r.r~::: GREATER. `..'`"ClElw~STDNE H0. S7 2 6.0 V ":~5 ~'~~`Q•'r-'::',~+:"~;,~:;^~*~ 3,PAPROJECT CONINUES TO PULL MUD AND DEBRIS ~STMC ,V•~~,'~':, It• A 3 S.0 ''i:"" ON TO 7ME PUBLIC ROAD, iNE COYERNwO AUMOPott { )r"„~~,'"." 4 10.0 ~ "~,a..a" ~'S':~.~ a. ~ -fABRiC MAY BE ADOEO UNDER liff STONE 0 'crap ~,yP(upr,, }'D ~ I, denuded oreoa. The abaro vagetotion roles oro those which do well under '1DE 0p (ja,~(J(. ~ ~ bcol conditions; oiher aeading raU combirwtiau oro possible. f-'t y
1 0 `f ~'~;'r ,j ~;r ati~iy Milt Cl£Atl THE AREA AND NWICE THE FNANdALLY 3 2 RESPONSIBLE PDiSOH AS wDICA1E0 ON 111E FlNANCUL MNICH lYOUD ADD iOTIL UFE TO 1HE ~J4API 1 gMtwS10NS SHONM ARE MDIMUM RESPONSffIUtt FORM. CONSTRUCTION ENTRANCE SLOPE' 9\ TARP I wASdfD ST°e'E a i F-, r~i FILLER yrfi H r.)
E%GIwC SLOPES BC1F+ I ,~a;~ ~ Sed~oaAA 'Filler "•Temporory -Reseed according to opTunum aeaaon for desired permanent ~ Q, Q~P+C ;r,y,•" oronah N"°• vegetatwn. Do not olbw temporary cover to grow aver 12" in t~elght betas ~ '7' 1. La u the lenDlh of the dprep
-"ti„~ HEKAIT $ YIDTH OE7ERWHED BY pry~ ~~1att E%1511NG 1OPOGRAPNY ANO LMd1 3EpMElIt STORAGE AEOVNtED. ~ 5ik 7 apron. mowing, otherwise fescue may be shaded ouL Pipe Outlet aW°Ildelined ~j r rt ~A ~ LAG Cnamei 2~~~ a the maaimum E-I Fy
hEY dP RAP W10 LIE DAM S r 3 star but Hal leas A~ a ~"'q'Dtu6 APEOIi man s". I/a O
FOT sTAwutATIDN. Aye' g•_p 35' MIN. t3' MIN. NEW CONSIAtIC110N~ ~W CONSTRUCTION 3, Ina,velpdehnedchanrolea. ~ QI O kYblhq apron up0,echannel ~~~--111 ( ~
~;..':L EIOSTINC ROADWAY E>051RN; ROADWAY {~$aI ; NER"';}li.. KEYED PoP RAP WE i p D~nI~ A A banks to en e~avdtipl al a' W O F- _ rT abwethemanlnwmtaihveter O doptl;arolnawpoltnabank, S®ING SCNEpUIE q whicneverls less r \r~n I•~I
~ tY MIN. _ 8' MIN. 'r u;+~ i% i";` ` .;d; `w:.; r . Y.ri±,e.,.y.. B' MIN. 'Tb4 AAi 4. A fdlar blenkel a Mier fabric ti"/ ? iJ I IN. 1 A clan marlPraDandsaih~rdabon.
~-p'1 WASHED SEOHE - 8 A,,.
iHS ENTRANCE /PPUES ONLY TO ENTRANCES ABPoC LINDEN STORE a wOh1WAL SNGIE FAMILY RESWEtt11Al IRATS. I ' vlfcR ANO BueY ~
RENSIONS EXl$iwQ ~Visfgl3 /yt~~ ~y+~i/~i REN90NS ~p~. ~~~yy~ DAIS OISCRPROM SICpE GATE DESCRP110N 7YlO~l.IiYAE1/i OATS DESCRIP110N epyyj.,reEOp 'TARP ppcTFploT,l' wErr~ r 7Ae.P L`D&~ u ~ya lC) (+ntN• 12'e6 TALP~ ~ {raty
to/M ro~W Mom+ wrtc. Nw .WD s~wr wut aMa ff C7~ - ~2a" rl
NO r j,~,y~, sedanM - tt,ccaa.44~. /Y'~ ~ IJO~'~5 • F,hx ~-I
CHECK DAM 6 CONSTRUC110N ENTRANCE 7 RESIDENTIAL CONSTRUCTION ENTRANCE 8 8 H 40 PYC with clean-out cep d slots. Slats shall 6lanael FF~~11 w.i 6 SC W
n 1) Drawdown riser shall tk hall be laced at 90~ intervals around the be wide vertical saw cuts. 51Gts s p RIP RAP A P R O N U
i 4 slots)' Slots shall be e" long. One set of slots shall be sepera~ p ~ {he next set by a" of solid pipe. The ntmber of sets of slots shall ~rrl Fran t 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ~~II
5' MAX. /STREAM d1ANNfi STORM RO Aw ~ ON:RFIOw OEWAlEPoNO CONCRETE BLOpi 2~ depth of basin tnitxts one. a used to protect the weir shall be the width specified. The leng~oh of DEEP OVER ADVERSE SOIL CONDRIONS IF AVAILABLE, y) The tarp M
~ BANK HEIgiT ! tarp shall ba according to evellable supply. IP rtaltiple oven are et least t2". W
~ * ~ SURFACE now ~ ~ ~ • 1/3 PIPE ~ ~i ~ q ~ gNiR90N ' r DWIEIER extend otection to toe oP tl8ckslape then tarps shall b 5~O mil hee 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. trean tarp shell overlap downstream tarp. The tarp shall be '0' 3.) REMOVE ALL LOSE ROCK ROOTS AND OTHER OBSTRUCTIONS
d~ut silver tarpaulins for sun reslsttxTCe. LEAVING SURFACE REASONABLY SM OTH AN UNIFORM.
~ r ~ _ 1 i YI ~ ~ 1 -...yam ~ ~ ¦ ~ 31 gash shell be alearaed out ~ !full. 0 0 4.} APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW").
w 6URY BOTTOM /f~ ~ r ~ )ti ~ dF PLYWOOD ti 5,) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
1 d / C U S I 0 M BASIN REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
1~ ¦ .L NOTE: ALL PMAALLY COIPLETFD STORM gUXIS 3 4' EXTERIOR ~ ~ O 4 I STONE APPRDACM 3ECIION ¦ SHALL 8E PR01EC1ED AT i!E ENDS PLINTXA 6.} SEED ON A FRESHLY PREPARED SEEDBED AND COVER
x1 MAX SLOPE ON ROAD EACH DAY w ACCOAOANCE NI1H THESE 1 gLYITS 510EOwCli~ 801TOM~ROW TO ALLOW POOL DETAR.S. STEEL FENCE ~ ° POST (TYPJ ORAwACE ilff FOIRDAI{ON SHOULD BE EXCAVATED AT (EAST 2 VNCHES BELOW Tiff CREST OF IFff STgel SEED LIGHTLY WITH SEEDING EQUIPMENT OR CUITIPACK AFTER SEEDING.
STONE DNOT DRAW. PLACE 71ff BoTT011 Row of BlocKS AWXtST 1""'-~"~ NO C• FLTER aoTH UPSTREAM END aF oVEM,o~Y Tiff EpCE OF TI# STOA11 LXiAPI FOR uTERAI 91PPORT xl A,OpE, CRAyR Fq,TER 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
1. CUSS O SNHE - i.WXMUM DEPTH OF 24' STORM LXU1N ALEI ro AVgID WASHOUTS NFwTI O1tlwLOW oOgMtS. li NEEDED, GIVE LITERAL SUPPORT ro SII~OLENT 2 UNDERCUT Fqt STONE PUCEMENT SURFACE FLOW ROWS BY PLACING 2 X 4 WOOD STUDB TIw01Nw wn of Holl S rim s Construction Se uence To Y p 9 q 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR
gVERAON A 1/J PPE BLOCI( ~ WRC SCREEN r q/wEffR 2 CAREFIAI.Y FlT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEOWENT 1. Obtain gland-disturbing permit. Schedule a presconstruction conference Wlth the RESEEDINGS WRHIN THE PLANTING SEASON, IF POSSIBLE.IF
CRk7, NA1 S1PEAlIBIVei ~ D' ~D; NIKE MESH MTTiI I/t-INC1i OPENwGS [NPR ALL POCI DEWAIEPoNC ii ~ i ~ ELOgi OPENINGS 10 HOLD GRANT w PLACE. Environmental Engineer @ 567-0822. STAND SHOULD eE ovER sox DAMAGED, REESTABUSHFOLLOWING
WASHED STONE FILLER r' . D' ~ '1 E USE CLEAN GRAVEL, 3/h 70 1/t-INCJL N T ACROSK PIPE iNIET r Cf TIff 91,E A 21 SLOPC CR PUTTER ANO i 16' ORIGINAL LIME, FERTILIZER AND SEEDING RATES. al 2. Install gravel construction pad, temporary diversions, silt fence, sediment basins or
SMOOM LT ro AN EVEN DRADE. ooi p7 WASHED Y - 1 STONE IS REC011MENDED. her asures as shown on the a roved Ian. Clear onl as necessar to install 9•) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT Z Ot me PP P Y Y AND FERTILI T N AFT
Srolt NARDw OTM I h these devices. Seed temporar diversions, berms and basins imeediately after ZA 10 ER PERMANENT COVER IS ESTABLISHED. ~ Y O
PENSIONS FILTER dA7N RENSIONS HTNSIONB ^jYt DAZE DESGeP110F1 DATE DESCA1P710N GATE DESCRPRON SEDWIgT f construction. 'APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ r~
ACRE IN CUY I V 1 <C 3. Call for an onslte Inspection by the Environmental Inspector to so LS) FERTILIZER - 1,000 lbs. /ACRE -10-10-10 Zj U
obtain a Certificate of Compliance. SUPERPHOSPHATE- 500 Ibs> /ACRE -20~ ANALYSIS
TEMPORARY STREAM CROSSING OPTION 11B PIPE INLET PROTECTION (PLYWOOD AND STONE) 12 BLOCK AND GRAVEL DROP INLET PROTECTION 13 4. 8e in clearin and rubbin . Maintain devices as needed. ROU h rode site. MULCH -2 TONS ACRE -SMALL GRAIN STRAW O x 3 g g 9 9 9 9 / H 5. Install storm sewer, if shown, and protect inlets with block and gravel inlet controls, ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE ~ E"
Q' sediment traps or other approved measures as shown on the plan. Begin construction, ~
di building, etc. Z
U 6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch
linings, etc. Seed and mulch denuded areas within fifteen working days of completion of ~
any phase of construction.
STORM DRAINAGE 7. When construction is cam late and all areas are stabilized cam letel ,call U ~ P P Y E,
T N DA RIM IN OUT SIZE(IN) LENGTH(FT) GRADE ~'~F''qk o`I for an ins action b the Environmental Inspector. W P Y Z
BGX STA IG Q~S~„ti uWx 8. If site is approved, remove temporary diversion, silt fence, sediment basins, etc., and Q•i ~ SEEDBED PREPARATION seed out stabilize any resulting bare areas. All remaining permanent erosion control O
1 21+50 0,75 356,56 352,0 15 125 1,84% ~ devices, such as velociyy dissipators, should now be installed, U
2 22+75 0,52 354,28 349,7 349.5 15 42 0,95% 9. When vegetation has become established, call for a final site inspection by the A W
3 23+15 0,48 353,65 349,1 348.9 15 35 0,57% Environmental Inspector. Obtain a Certificate of Completion. ~ h/LLY~T 7 ~ t - ~ x U.~ .S ~1/~t7/4 IZ L v~r'0 l~i
4 23+48 0,37 353,48 348,7 348,5 18 27 0,74% l~M ~~~3/l4/ • ¢ '~i ~
5 23+48 0,36 353,48 348.3 348,1 18 131 2,98% ,~rK.R~ ~x~
6 23+90 021 35376 349,2 15 45 1,11% WttatD, ti~ FA GRATE AND HOOD
7 Y 0.90 349.00 344,2 344,0 18 41 1,71% I BBtIIE NSTAt1ATION -STEP i SEE STD.t10. 840.03
7,5 YI 0,30 350,00 343,7 343,5 24 141 3.76% 1'-0" BACK OF CURB i-i
8 YI 0,65 342,00 338,2 338,0 24 107 2,80% i. aca sum Nxoi roar aT urur rr xro ola ei xa as nas~0°°aNw X GENERAL NOTES: ~-"I rFK",r~
9 53+38 0,37 340.74 335,0 334,8 30 27 0,74% x,~,~ ,~,,~,,,,t ^°aP°" Tar CLgSS "tl" CONCRETE TO BE USED THAOUGHOUT, w ALL CATCH BASINS OVER 3'•6" IN DEPTH TO BE PROVIDED WITH STEPS t'•2" h+~l a
10 45+46 0,60 342,00 336,8 336,6 15 53 3,02% J~,~ ,;,'M,~>oA°,~t,~ •M x 1101a Y Y 3 ~ ON CENTER. STEPS SHALL BE RI ACCORDANCE WITH STD. f10. 940.66. o' -B- v
\ naa nIM nE aorroll a 11 45+46 0,31 342,00 331,0 15 31 0,65% >aa~,~,e~w x arulwr ~-T 6" OPT AY N4 DAR OOYfEl9 AT _ 6" ~ IONAI CONSTRUCTION MONOLITHIC POUR 2" KEYW OR ~ rte, A , - - - - 12" CENTERS AS DIRECTED AY THE ENGINEER. r^ m z 0" 0 FDRMS ARE TO BE USED FOR THE CONSTRUCTIDH Of THE BOTTOM SLAtl, a
13 55+20 0,25 338.91 334,4 15 27 0,74% ~ - - - IF REItIFORCED CONCRETE PIPE IS SET IN BASE SLAB OR 80x, MD TO OASE a
14 55+20 0,15 338.91 334,2 334,0 15 38 0,53% .r.. , AS SHOWN ON STD. ND. 840.00. Q USE TYPE °E", °F" AND "G° GRATES UNLESS OTHERWTSE INDICATED. t~~i
FES 333,8 R~ INSTAL! ?11OId _ s1EIB ~ W ° " SECTION X-X FOR 8'•0" IH HEIGiIT OR LESS USE 6" WALLS ANO QOTTOM SLAB. OVER
15 53+38 0,22 340.74 334,6 334,4 30 45 0,~7% 0'-O" TO 16'•0" IN HElOH7 USE 0" WALLS AND BOTTOM SLAB. OIIaNTITTES TO BE ADJUSTED ACCORDINGLY.
FES 334,x. SEDIMENT BASDIN/BAFFEL DETAIL 3B X 3 PLAN
16 56+62 0,20 341,37 336,0 335,8 15 105 1.77% STEPS STD. N0. 040.68 STEPS - 510. N0. tlh0.66
17 56+62 0,28 341.31 336,4 336.2 15 27 0,74'/. FAAAIE. GRATE AND N000 _ ' SEE STD. NO. 640.03
18 57+92 0,65 348.85 343,8 15 130 5,67% ,,•D„ m m m REVISIONS:
FES 3335 07-21-03
19 78+$0 0,20 34051 336,0 15 27 1,48% - 0.. H 6" '1
20 78+80 0,21 340,51 335,6 335,4 18 195 2.10% 6" 8 ~ " 9 - A 8.. 6..
21 77+50 0.53 342,62 3319 331.7 15 65 1,23% EwI I'' E--I
22 77+50 0,11 342,62 338,1 15 27 0,74% I ~ I
23 76+23 0,77 345,02 340.5 15 120 2,17% a SCALE:
24 78+14 0,27 341,41 336,9 336.7 15 SS 1,27%
25 78+69 0,19 340,57 336,0 335.8 15 10 2,00% T -Y 6" D NSA SEC ION Y
26 81+40 0.15 334,88 330,4 15 27 0,74%
27 $1+40 0,10 334,88 329,4 329,2 24 165 1.09% 8" DRAWN BY: 8" END ELEVATION
330,2 WHERE 30" TO 36" PIPE IS USED SPH SECTION J-J
28 83+12 0,31 332,68 327,4 327,2 24 38 0,53% SIDE ELEVATION SECTION M-M
29 44+48 0,54 334,00 327.0 326.8 30 137 2.04% DATE:
30 80+74 0,90 33614 331,3 331.1 18 57 2.98% J ;,I_ J 06-16-03
31 81+34 0,20 33491 329.4 329.6 24 5 5,00% i'I
32 42+62 0,10 33562 331,1 15 27 0,74% `.~I A- PROJECT N0. - I m
33 42+62 0,38 335,62 330,9 330,7 18 184 2,01% VIEW WHEN B" X 6" CURB < J-478 [S USED IH PLACE OF H000 LL '~I
~e Q~4.dn n Q~ 7j ~Z~ ~ '~~1.R 15 33 ?.73% i a .I ,
ll-I wl ' IV V.-
35 87+40 0.65 336.71 332.2 15 24 0,83% REVISIONS
FES 324.0 NO, DATF DESCRIPTION B 1.19.93 CLEARANCE DIMENSIONS INCREASED PLAN PLAN SHEET
2.1594 CONS. MITI. NT. VALUES FOR 24" d 30" PIPE
SHEET 1 OF 2
STANDARD CONCRETE CATCH BASIN
12" THRU 54" PIPE STATE OF NORTH CAROLINA s O- •
DIVISION OF HIGHWAYS TD N REV.
RALEIGH, N.C. 840.02 B OF 1

• SHALLOW TYPE INTERMEDIATE ttPE (4'X4') 6EEP ttPE (5'X5') _ - -
U Im a tm n ovrKl R rar ro m Rlr n olrnll (oesl m rtn n ov,M -
A[Maxj A>'rO.AC fI[% CQeCAtrE ~ s,DIRE
v ~ ~ : ' COfJNR SW ~ a fDAtA 5!N R/W sW+DARO MArMaLE Rwc AND covER
e mealo F ~t~ a ~ I is o°n °°ccr~ru r nao oaMtt STANOWD N0. 7.07 LF PI~PE~iAVA1FACTUR R 1MgEIF1 Aas.~sApptE _ _ _ b b MANHOtE BREV( POINt T STN DES APPLIED DOUBLE
tY rat ,L '.t.9 wrt~urE u»a; tYP. flNISHEO CRAOE I SOIYENi' CEMENT SFAL STAINLESS STEEL USE FOUR S/8 wCH ANCHOR (W,p
rE '.:+..1-}~crrwu>E urnc L oMtrav nFe'r t', _ TYP. FkRSHEO E W UNPAVED ARFAS ~.+ffGigx F.Ea Tf tIIlro CeuRef LI W PAVED PR VAIJVE 80X METERRBOX I I MAe CWIS[ I f ~ C~'-• 7 1/Y MIN. ,r (NON LOCItlNG UD) t8' BOLTS TO BOI.i FPAME ? ECCENiTOC TAP b o
p ~ CURB MID ` t t ~ CUITER~ SIDEWALK FlNISN TMASTa SEti ~BEIWEEN . UNR iv FlNISN FRAME ANO SPACER. ~ SEWER AWN
i ROADWAY r MANHOLE STEPS 'F"-fL " 5_EWEA W1w STANDARD N0. 7.01 FLOW ALONG A VERTIGV. WALL NOT OVER THE
IViF' 1 I i~ :•a•.::i. ~:.i.i~i:~ • COPPER P wiLUENTOAEFFLUENTPIPE 17 MIN 4' OM
S40 p2 BASE COURSE I • ~ TYPE'K SOFT 17 MIN y.._..__._ _ . _ _ U vOr ~ENNCASE~uEM - C 5~ ~ J IAWC avF A roan (PAYED AAEAS) ~ ~ ~ ~ ~rw oar. s>c. ew.ox t7 TNICIWESS I-T, r.....i.:. ir.... 1 AT JD00 P.S.I, a' ~ (UNPAVED AREAS) ~ ALL tlFt HOLES WHICH COMPIEtitY PENETRATE OR THE MANHOLE SHVJ. BE FllLEO WITH NON- . 5' Du sNRwKwGCROUr. RI88ED PVC PIPE PVC AND AB$ PIPE
rrwt cAAtt, t M;o ..f.... AWN ........::::>:;:.:..,.,....:.......•....:.......:°..............~::•::~.::•.::..:;.'r:..-:;•. rwa curl A xo00-- ! CONCRETE rDI ca.r. sio. e•.... rq aar. Sto. claw H OR HB BRUMINOUS i::•iii7:r.. ~i i.~;.: VALVE 80X (PAVED ARFAS) - Z-O. , ~ a' AT~J000EMEM .L ~"'"~::::.';7.":.`. CONCAEIE 1Y TNK:XNESS 12, ~ . TAMP`:::::::..;;:::~s:::::a~~:;:...... ,y~ ED BACKFlLL ANGLE LET 18'z,B' N0. - - .0-RwG-JOINT . r OA BUTYL RUBBER JOINt 2~STNNLESS STEEL ~BANOS 16'z1B' N0. 57
o~ a..u ,•i INrracm it u+v ~;r.!X H OR NB BRUMWOUS ~ ' VALVF X WAND 5101 WASHED 5TONE _ _ _ _ _ OVI SADDLE
~ iALPFD BAF]tFlLL CONCAEIE ~ COVER ND1E 10 CONRIACTQR~:': :`r.'•+~:•~•^ TAMPED BACKFlLL ~ • . KoT ro crsro s' Rau s' ro sa ~ ~ ara sa vALYE BOX SHOU}L.•.iiO'L•:•. ~ . ~ d . r R ~ CpRACT 4AW oa.'.YUNtF:ifi:ir?ii:•°" I'-4' ttP, SPEC4+1 GASxEi BY THE
Y I •....:.:.:::::::::,c:: t - PIPE MANUFACTURER WRH RISER SEICON SFAUNT APPLIED UNR NDTES: TO BOTH SR1E5
F , ° ~ . _ r s _ _ _ _ 1. PYC saVEllT CFAIENT sHyy
T r zoo n~ ccwwf ~ TAMPED flACKRLL BASE UNR__
SLAB DETAIL sate oEraL t. DJJ'. NAY BE USED FOR VALVE 80X E7(tENSiQNS. 2. ABS SDLYENT CEMENT SWyI, BRaK k N~ItAR INYERt gE USED FOR ABS OR PRECAST INVERT SAWLES, SEWER !WN
~ ~ rW ~ ~ f ~ ~ 2 YuvE OPEMIINC Nur NUST BE EXTENDED $O K IA•a5 n K+ sa r+o name SECTION INAT THE DFF'IN S NO GREATER THEN 5 FROM p1 MEETING SPECR'ICARONS , ~ PIpE a', J. 1RUSS SADDLES SWW. BE USED EtOW ,T Wt(fi TRUSS PIPE
If oliRw un w ~ Ur ~USWC A WWUFACIURER MPROVED u ~1 ~
3. PRECAST COHCREFE ENC4SEMENT S ALLOWED DIES: ~ OViSgE aF PAYEp AREAS. Ui U7
~arri wo~r soirmiwwas~k u~ nnlaa rro ~ 'r ~ 5 BEDDING 2 STAINLESS STEEL BAEaS ' DUCTILE IRON PIPE
. _ 5~"r: ir',. _I'i C L 8.)i F•!`:':.LiLTI0i4 5 '`UFG`) ~~`x ~dtD !dEiER PO/ Il1STALLATiUN
II '.i ',t. SEV, iAIt:-1,;. t0~;V,.~fl(,!tS S{AvC•.dru c,°.Ei:~l ..Q;,{I',>c'n~ p,;A3';iIOL~ ~1T:,lC;~P~ . ,,!'Fa>ri - , r ,
- . Gl1C MILK
COMPACTED BACN FW. COMPACTEp BACK FlLL OMPACIEp BACK FlLL _ ( ~ ~ ~ ~ ~ ~ ~ ~I7 i
TEE OR C006S WATER i1CH1 PLUG
/ ALL-T!(IREAD I ~ ~ /\\6 STEEL ROD CUT TO ' ~ ~ ENNR SERWCE SAME MATEAYI UlkESS IN PAVED AREAS . (WHERE THE WYE, BEND ANp R45ER MUST ilE CAST IRON) I
--a I- ~ !\C ~ I f A5 I I ~ I N / CURB AND
\ ~ U DISTURBED TRENCH WALL 1 CODVFA~OIE RtNC 4 CUTTER I FlNISN SIO ~ ~ GRADE
I \ Y TU , un~mmraurunuua y ~ l PAVCMENi STANDARD PRECAST MANHOLE { WN. i
I 1 ~ ,y ~~\l ~ _ 'U 1 I
IR ° I ~ /\?::ri>iir;i:z;;e'~:4t-_?:'Y\ INRUI ~ ~ ~ :;::::?;r~. i . ~ I „ I..-1/8th BEND CAST OR DUCTgE IRON ' A f . 'i~~ PIPE TEE WIIN CUT-OUT : _ ~ ~
1'-d YJ. NPPLE SPRING UNE 3~~~f ` SPIDNG UNE w1IN CWOS (uW) OF PIPE 'S2;y/ EMBEDMENT ' ~ :1>;,;.,~ NAIERIAL Oi PIPE ( CUSS AWWA-C110 y M Of,1_O1L__^_~._ ~ WAlE4 RCHT 5=uaw'iOIA W PAVED AREAS _.....1dIN!!~4.- PLUD
CONCRETE BLOCKWO \T HAUNCwec \ HAUNCNING . r HMJNCNING • ' I/Id OR 1/8 " ~ EMBEDMENT D.I.P, COMING IN WITH 7HREADW BEND
I I i I b i . ; eEODWC ~ • ~ r BEOIXNC I J6 ~ ~ ~ MATERIAL FERNCO COU%1NC FOR PAVEp SURFA ~ BRASS PLUG OIL { REDOING ! PIPE TRANSRaN. L.;, COiAPACTEO S s;: MRUMUM .fMIN I Y - eMAw
U~ E x K TREATED POST ~ ~ / 1 i z IT TREATED LUMBER L-+ ~ ` ~ GROUF SEE ENCASENt?!i TAP TO BE MWE ON THE TOP QUARTER OF i CAST IRON OR THE MAIN. IN LINE WYE IS THE PREFERRED
- _ RED & WHITE REFLECTORRED BR4KJ1 ~ p a ~S PANELS TO MEET NCOOT STANDMOS ~ T STANDARD BEDDING DUCTILE IRON PIPE METHOD FOR SANRARY SEWER SERVaES. :DOING ~ , DUCTRE IRON PIPE
FOR 3' TO 14' DEPTHS ANO S9EaFICArIONS. SPECIAL BEDDING PANELS iD BE NAILED TO POST NOTES: K Z ~ FOR 14'-20' DEPTHS DEPTHS CLASS AWNA-CIS1 PIPE SIZE FOR DROP TO FOWL CAST IRON ' INFLOW SEWER PIDE SIZE i/stn BEE10 OPTIONAL CLEAN OUT •
' WITH t6 PENNY IiALVANIZEO NAILS. 1 BARRICADE TO ~ ENRRE r ROADWAY NCLWRIC CLA !CURER. 17 1~ ~ ~ MECH, JOINT OR PUSH- ON fRTWGS. f0A NAWI S~ML~SEWER S WHICH AR 14 TO
T ADVANCE NAfBMY' ppe RI{-1 (DEAD END) Ir 6 ' SHALL BE PILLED JU1T APiit UST Zr - . .....rs;~::: A1E BELL, TO BE USED. WELL AWED AREA) fiRYtCES E 20 FEET DEEP SHALL REWRIE BEDDING IN ACCQRDANCE SAW- CUT OR DRILL ALL HOLES CAST IRON WYE flNISHEO r,.I BRA55 PLUG WRN OETML 7.18 FOR FLFJt>8LE PoPE. SERVICES OVER
WTEPSECTXSC STREET. B EMBEDMENT WTEIIILL MUST BE CLASS I FOR PIPE AND BOLTS. 20' AND UNDER 3' DEEP SENLL REWIRE O.I.P. BE CLASS I ED STONE I$ TYPaAL1,Y USED) DROP-MANHOLE AWRIATORY WiffN
1198 ~ (N0. 87 OR N0. 7M1 RIlGEO STONE I$ TYPICALLY US L NOTES: ~ QpEDMENT MAIERML SNAIL BE COMPACTED TO A I. ONCE IH5TMIFD Alp iTCNT, TIE STEEL RODS 1/R) BQTS SHALL MBWIUM OF 90x SGNOAND PROCTOR DENSItt FOR . BE COMPACTED TO A S 6~~ BETWEEN INVERTS 1' THICKNESS THAN J00 pai CONCRETE ~ ~
~ COATED WTM 2 COtl4 Of iNUW0U5 BASE PLANT. LASS I LUIEPoAI. 2 SEE STANDARD T1wRT aOCK ® ® REFERENCE SECTION 7.OtC FOR EMBEDMENT ' PROCTOR DENSfiY FOR 7-- STMtXESS STEEL. STRAPS SHALL BE USED ON T uE DROPS GREATER THNI S FEET AT SIDE VIEW {
YATEIIIA! SPECIFMA1gN5. 3 CONCRETE SHALL MDT OOMGCT BOLTS OR ENDS OF ALL SWRMY SEWER LMES OVER FOA EMemMENr to 18 INCH wtERYALS. TOP VIEW pT
IECWWICAL FIIBIpf. 20 FEET W DEPTH MUTT BE D.LP, TEMPORARY BARRICADE fOR DEAD END ROADS S;;,ItiO,•Itl, ,+CD~L, OtER 20 tT3T W
BEvCIi?~ FOR FL ,''.S-= SE'/'. ~ ~+''s: "%'.r^.": „ErrER %iPE
'~',1td:.;•.KC ii:.kl .~'11F-'P T."(: ;.";C' SE~':I'°. 0
IRIOIgMBEp B ~(Jaoo Psy
(]D~oo vsl. C'~ N
I _ rafxpl aKl ~ N4IE~
r . x x ._'.1~~~•' ~ lrw. EITHER SOLID BRICK , SOLID ~ ~ ANCHOR ; .iI ~ O.I.P W.?. IA1Y BE USED. C0.S1 CONCRETE I K
MAIN p vMiES ~ I C I I I MAw STANlMRO STEPS REQUIRED 0 16' O.C. I J ``;~14, I
5 I ~ _ _ a IAIERE DEPTH EXCEEDS . rwrto Iatletu sro. MYeatF Axc Mro USE WN. J000 P.S.I. CONC. MU( ' R'W°EaupL[DUFIM~ QQ O
_ ~ ~ I ~ caw Ira oFUA za1 - r~~j'?T,~ r~'~~~-~I--T~ ~ u~cYVR°EEC io rarweaR µ K1E DMENSIUSEFPIPETOK PLUS 11`. xi TYPE aF I
III-~ ~ I ~ I~ ~ TITIDCN IIIAIL U ~STURBED ANCHOR RNC a7wn.. II_~II-:~. ._~II-.il. ~ P SECTION cows : ~uER r siaNE saL I
, Tar aF cLr7ER
' LE55 i11NI J'
N~ue~u w CONCRETE SLAB caKllfrf sue ofsKnfo ra ovelm Aaaec « .w t7L I. ! D.I. PIPE ~E A C K - -
I ~ R RI FOUR
~ IT < f IY r r-D' r ONE •il ~ t'!'' . _j_ I rte' r-D' 7 ' i I y ~.E.' ° t u J Ufi BOLTS i J"- Y
.1. Plo I 1'-t I'-D' 1 ONE I:C .'j~, (
I ENO VIEW K t' I'-D two ;~I. ~ avn. avfxKO r.--- two ~.A-.^'.~ 1•-tl S/{ LPL 1 BOTTOM Of ~ t,-tt11~, (\1
Two ~ I coasF CROSS SECTION COYER I ~ t/7 I
A -J 1171 REINFORCING CONCRETE SHAD BE J,000 P.S,I.
CONCRETE ENCASEMENT NOT REQUHtED WFNN PPE IS Ai ~ 1~4.TES, ~ e,, LEAS' iNPEE FEET UNDER E OF CREEK BOTTOM. TO 16" MAN6.1T-N0.1 BARS ~ A• o i.. I a::: 1 7 I/2' ^ I \ ' I ,,tttunEETUrq A A ~ !!,,ttV'~I t
W 2O' TO 36' IAAIILS.IT-NO.B EWK _ BARS PWCED AS 4gwN
PLAN
SECTION _ ~ I V ~ ~ ~ v . .
zaasl Facel,f :1 ~ ' J` S(~4C.I;~I try' ,.i_~ ,r,'{ r ~'_..•°,ilP; • pt
STANDARD OC7AlL NUMBCRrHS62 DA7f RLHSlONS ~ ~ ~ 6LR;HS62 1~ a
STANDARD YA20 INLET WITH CONCRETi` 5L48 b d ~ . ST.W7t1,-~_ Li:~.A;H(1 4~;n,r ~y~: ,~n;;i:~,
'A - _ ~ ~ - - ~ ' ;;TOWN Of ROILY 5PRlN¢5 ENGINEERING DEPARTMENT - ,,tA ~ .
'P~F,?EtaEAtAa``/
I I I I ~ I +(;ci'cILI".', (;:r`r'i'~lc of OCf!i'!C Y'' Y'. I I I I IpLL PPE TEES & ` NON SNaNIDAxi oPIBE aD
I C I I I I I I OYL K ~ 4 y Z2 V7 t l l A• I DEAD ENO$ BEND BEND BEND / I I I I I I) BEND «F"/01i arEn ENO ~ «FANOGT
IQII I I - e SERVICE tJNE ~ TEE
I II I I T/J 1/J I/J I/J 1/J l~ll I x I LEE
I I I I~ I s I/J I/J T/J I II I ~ I I/J I/J STEEL STRAP ~ d
I N B I/J t/2 I/J I/] tp I I I DOWNSPOUT tl ~-DOWNSPOUT
t ~ I i ~ L--------------_ 10 2/J J/4 t/Z t/3 1/J STRAPS 1' MAK STRAPS J' MAK
~ \ waTH 1/B'
1\ \ 'wHCE:CF'A;R SXlfwPU( ~ \ IT J/4 I.0 T/3 I/3 - 1/3 RAMP -------7^~ J u f.0 MANHOLE Wu1 rIHICKNESS d' stm. STRAP 9G BEND { An'~~'~ N
\V A~ 0 Pgt~OSE HYI~R~NT I/3 ANCHOR 801T5 TO THE MANHOLF7 _ .1'MiL
« \ r NW. IB I t/J Z.a Lo ,/T _ _ _ _ _ _ 5' uAti. I 1/3 , IM'ERT SHED 90' OEND MMN N
IppISTURBEDFMM I! ~ ~ INVERT SHELFl
~ ~ ` - CURD AND G ~ R 1 2/J T I/3 1 1/J T/] I/J U
J' - _ NO OBSIRUCTK)NS W ~ TA Z.0 J.0 1 14' aiN, J' THIS AREA 2/3 f/2 ZY wx. e c ~ Z
Te J.0 4 t/J 2 t/1 t tp Z J / uNBIOLE BOROY ~ MANHOLE BOTTOM ~ •
'CONCIKIE SHALL BE JD00 P.S.I. MDL NOTES, Z
~ETE SHALL CDVER NOTES: BaTS oR cLANOS. ur 1. PDANO CONfiCURATKIN 70 8E USED ON ALL DROPS OVER JO', l ~ `O
LOCATION SHOULD ~ COORDIwtiES W11H NCOCT 2. DROPS TO BE CON5TRUCTEO Of A&S, P.Y.C. OR O.I,P, PIPE. 3. SERVICE LINE MAY NOT ENTER MANHOLE
ALONG STATE MARITMNEO ROADWAYS. 0 THROUGH CONE SECRON Op Its JORii. 4. THIS OETMI SIIA11 NOT ~ USFD fGR (y
;iTAF11:::-D ~irr.i;jjf: ~iL:r:51O!ci FORCE MyNS. . I.
M U
$ii~ii%AI?li ihil;lCti TJ~?l;r 'r (lc ..n;Jifi~k'i ~ yl. N ....:ER :ic.R1'I ~
15'-0' NAK. GOYOt
PAVEMEM I w I IYW SIZE Elp M[ 7RE I
_ i r
a OR BQ1E5: {'-1Y SNE OIAIIETER A5 MAIN nK I PNA~ LWE HYORMIT TO BE 6 itTICK CONCRETE
PLACED wlRl PIIIPQI NOZZLE FACRIC nE tIOIIESr tune. 'c It
Ie' k GREATER APPOOYED BY TOWN ENCWIT;R SHIE H~--`-IN PAV'E-Fl
N CONCRETE ENCASEMEM InT v 4
U ~ t4 JOIM MAX. CURB 8 f1N151E0 w11E11 BLO'w-OFF IS 0(POSED A IRAFRC, I 0
FiRAOE T}E OET/0. FOR a PAVED A1G LOLL DE USED I I RQAOWAY GUT'iFA ,J,T~ ~ EVEN i tHE ~Ow-OFF 6 q19~ iNE PAVEMENT. ~E WN 2'-0' wx FIANCE CAP Q
CAST IRON VALVE BOX ~ Otl~tF11 GROUND uNE - N
. CANCAETE~'' ~ - W M
TAMPED } 6.iAW.>... I _ ~ ~ N ~
.i.. ~ ~ ~ ~ { ....'71 ~ a OR ~ rn
m i qy Wk%" OF 6 CA L STANDARD VALVE BOX - PHASE LINE
• 1 ~y I 3/4" BRIDLE R00 k ROD COLLAR NO. 57 STONE I =J MARA IA I
SEE T.O.C. STD. 6.C5 . d MECHANICAL JQPIL FOR ROD SIZE a; z
8' GATE VALVE E i +S.EESDOIDIM u~ :u
MAAN LINE TEE DUCTILE IRON PIPE MWI/T3CBYOATMC i o000 3000 P.S.I. 'J67 STONE
CONCRETE THRUST BLOCK 1/3 C.Y. AT 3000 PSI f- D' N NOOOOTESIll 1. TOP OF BLOCKING TO BE Y FROM HYDRANT riEEP HOLES. 2. HYDRAflf TEE MAY BE SUBSRRREO TAL 6.10 CL ~
N
FOR O.I.P. NIPPLE ANY ROUSED. CONCRETE
BLOCKING 0 3. TAPPING SADDLES MAY BE USED INSTEAD ~ i OF A TEE FOR WATER LINES LARGER TFWA 16 INCHES.
SIDE VIEW UNPAVED L=nJ irIhyla'i !ii ;J ~s of &
I STA1i'A+!•:C% F;l,r-~','r...r:i: r d5_41t:i
W N

_ _ _ _ _ _
~~pnm,
~ / ~ Hit ~ w da not top tree N''' F j';J • • ~
,lam ~ \ ~ ~ ; / \ \ \ J \ hole diameter ~ 7r ~ uD to 2" coi.,twice boll diem.
greater than 2", 2~ larger than boll ; ej r. " ;
/ 2 pieces reinforced rubber hose ~ I ~ ~
12 go. golvanixed wire ~t allow for deflection ~
~ \ \ \ \ \ , \ \ \ . \ \ 411 1410 ~ ~ I 2"x2"x9~ treated stoke 2"x2"x6'
\ ~ ~ \ ~ 1 l ~ \ \ X412 • ~ \ \ . . \ \ \ ~v v .v y 1 I ~ 1 tamp bockfill in 6" layare bockfill with excavated material
\ ~ 413 / I \ \ \ ~ ~ 414 ~ 1 ~ ~ \ ~ 1 I and 57. moz. organics I 4` mulch as specified
• \ \ ~ ~ . ~ \ y- 415 ~ 408 . ~ ~ ~ ~ ~ , ~ t 416 / i ~ ~ 1417 ~ undisturbed subgrade /1 m ~ n
~ ~ ~ ~ 418 ~ \ \ \ ~ \ \ . ~ i /407 settle all plantings with water F~~ Q
, ~ . ~ 419 ~ ' remove burlo and wire from top ~ tit LARGE TREE remove reinforcement after 1 year SMALL TREE ~ fV ~ N
carefully prune all damaged roots and branches ~""I ~ ~
? ~ ~ ~ 446 ? - ~I1-RO ' 4` min. mulch layer z ~ ~ U ETrz
~ / 40 set top of root ball 6"-8" above grade ~Al a ~ gl prepare entire bed, not individually. ~~1 W r X ~
~ ? / 1. ~ 328 327 ~y ~ 6 9 SHRUB ED PLANTING DETAILS d u. I 6 PLANTING N ~
p ~ 329 t, / 6 450 ~ 33 ~ 32 451 ~ 404 U p
I I / ~ ~ , ~ 452 \ ~ E ~ ~,o ~ G NERAL PLANTING NOTES ~ ~ .
325 448 ~ 6-Po 422 403 4 ~ h~ I Q~ 1, VERIFICATION OF TOTAL QUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE ~ ~ ~ Q
447 ~ RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL OUANITIES SHALL BE C REQUIRED ON iNE PLANTING PLAN. ~j ~ T
402 . ~ ~ i 2. ALL TREES, SHRUBS, ANO BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS ff_ ~ ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ~ V v Q ~ ~
_ ~ 421 401 f I 3. All SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEOL4TELY FOLLOWING X E PLANTING. ~ ~ m ~
446 423 454 ,a; f 4. SEf TOP OF R00T BALL 8"-B" ABOVE GRADE, PREPARE ENTIRE BED, ~ 0 p NOT INOMDUALLY.
455 e f 5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS, O W Q I 6. FERTILRE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED
458 324 I B Li Ai MANUFACTURERS RECCOMENOED RAZE. ~ ~ N £ C 0 AQUE ~ 6 ~ - 25 TYPE P 7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. a _ F- lA ~
456 317 ~ ~ 445 / THOROUGHFARE BUFFER f L 9. ALL RREESBHAVE BEENVLOCATEDMWITFITRESPECTSTO PROPOS DIORDEI<SITINGTOABACnESUNG.
~ \ 457 424 ~ al / / i 318 f OR STRUCTURES. 10. OWNERS SHALL MAINTAIN ALL PLANT BED5 AND PLANT MATERIAL IN CODD HEALTH, AND ' ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED
~ 444 ~ 443 VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS Of THE LANDSCAPE ' ORDINANCE.
~ /a 425 434 ~ ~ 323 tt. REPOkT ANY DESCAEPANCIES TO THE PROJECT LANDSCAPE ARCHITECT, f 12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION
319 ~ ~ ~ ~ 114 t OF THE PROJECT LANDSCAPE ARCHITECT. I ~ 13. ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY.
~ 6 ~ ~ 42 ~ / 113 ~ ~ i ~ r1 ~
~ ~ - 427 / / ~ ~ 320 112 ~ i ~
428 316 / / 111 I f J 1 110 ! •
322 433 134 ~ ~ 1 / 429 r ~ ~
/ I 435 432 133 ~ f ' NOTES:
32'1 -~1 ~ / 43t / ? o l ~
315 442 ~ / 132 134-LP r ~ ~ I, Street trees shall be provided at 40 o,c. along both
~ 107 i ~ i sides of all ublic streets. T ical street trees shall be ~ 1 p Yp oaks, maples, elms, zelkova, crape myrtle and cherries,
338 136 / ~ / ~ i/ I 2. A 25' undi r ri r r shall be rovided, stu bed pe mete bufFe p
441 314 a 116 130 ~ ? Any portions of this buffer void or deficient of plant
/ a _ / 117 ~ ~ / material sh l n Il S rin s / ~ all be p a ted per Tol.un of Noy p g
` / 129 / i 436 339 ` o ~ 12-SO / LIDO Type B: Semi-OpaglJe planting requirements \ i ~ ~
137 / / 313 i ~ " 188 If ve etation exists It shall be left undisturbed unless ~ ~ 9 ~7
/ 128 / / 440 _ 161 1 / additional plantings are required to bring the buffer up to 186 I a sem i -opaque level .
160 -R ye ` ~ 162 I / ~ r n ~ ~ ~ Any emoval, relocation, replacement or other alteratio
344 / 7 ~ 118 / / 437 / ~ ~ to the lent materials located in the buffer elan
312 ~ ES /159 438 185 - - P 9 _ ''~0 Optimist Farm Road or Pierce-Olive Rd, shall folloLU the
/ I / / / - / ~ ~ 439 / 158 126 104 planting requirement s ecified in the TOLUn of Holly Springs P
341 56-RM / 139 I ~'4_ ~ LIDO for Type C Opaque Buffer. These plantings must be
i ~ ~ /157 _ 184 - - a roved in LUritin b the a licable homeoLUners association I pP 9 Y pp 1
- - - 163 ~ / ~ < i 156 125 . , \ \ if any, and the TOLUrI of Holly Springs prior to such removal 103 191 ti ~ I relocation, replacement or other alteration to the plant
- - / 164 i ~ ~ ~ , ~ 342 ~ \ 140 / \ ~ _ _ materials. Dead or diseased trees or shrubs located in the
155 \ \ ,a,., ~ j ~ buffer shall be removed and replaced Leith appropriate
310 • i ~ ~ r 165 ~ 102 ~ ~ ~ replacement trees or shrubs, subject to the approval of the Z
123 122 i ~ '~2 _ _ Dept. of Planning and Zoning. ~i
~ - / 166 141 121 ~ ~ ~ , I / I I . \ "r ~ TEr 3. The Torun of Noll S rin s reserves the ri ht to 6~ Y p 9 9 ~ 0
\ .Y ti r 309 124 . \ ti - _ i 167 ~ , v L ti 194 I 101 C0~ regylre additional vegetation in some undisturbed - d"
/ y , 344 153 ' . ~ ~ E buffers. ~ ~ d- r
\ 142 143 +~[Q]e~ ~ ~ ACl I ~ N EA° -
/ / 308 / i s ~
144 ~'h ~ / 169 z ~_r v t11 0 I
• 219 ~ /145 ~ tri ~ ~ ~
/ 152 ~ f ~
307 ~ ~ ~ ~ ~ ' ~ 176 \ ~ ~ j ns ~ ~ ~ S ~
• 218 p / 22 \ ~ ! 'J1 ~
~ / /147 \ ~ , \ ' ~ ~ . 't I I ( 1B1 ~ ~i PRELIMtiNARY PLANS -NOT fOR CONRTRIJCTION sT \ ~ 180
30fi / - I I \ ~ - I ? 173 n4 ~ \ / ~ ~ n2 , , / , ~ ~ THIS NOTE WILL BE REMOVED UPON FINAL ~ I ~5-PO ~ APPRO'VAL OF GOVERNMENTAL AGENCY APPROVING 0
217 148 , I I ~ \ H \ 7 E PLANS ~
/222 / \ ~ _ _ J - - - ~ p0 NOT BID THIS SET OF PLANS UNTIL LABELED c0
305 \ / _ - - _ 223 ~ - / / 1 i r, APPR01tED fOR CONSTRUCTION" TONY M. TATE (y ~ ~ ~ LANDSCAPE ARCHITECTURE P.A" 15 IN NO PART ~ N ~ ~ .rr.~L RESPONSIBLE FOR BIDS OR BID CHANGES. 6
~ 6-L ~ i t i M•ii rM 301 r 9 25 UNDISTURBED - x
224 ~ 151 / 150 / 1 L108 i L108 N 5 5HA L OBTAIN 0 PERIMETER BUFFER OW ER/DEVELOPER/ URVEYOR L
304 no 216 / 225 ~ I FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER fQ PRIOR TO CONSTRUCTION 5TAKING.
/ / +~7HE CLIENT SHALL BE FULLY RESPON5IBLE FOR ~
302 22s / / / O(o6q-75-gg33 THE EXPLORATION AND IDENTIFICATION OF ALL
303 ~ 358 / 227 BOBBY AND BEV RLY PERRY / 201 e~G ~ SUB-SURFACE CONDITIONS ON THE SITE AND ~ F SHALL PROVIDE ANY AND ALL INFORMATION TO N
• I ZONE R-30 215 THE DESIGN TEAM.
~ / / 228 I I RESIDENCE / ~ ` ~ ~ L ~TNE CLIENT/DEVELOPER SHALL FULLY REVIEW -a-~ v
' 229 230 - - AND UNDERSTAND THE INFORMATION DEPICTED ON ~
357 / ~ 202 - / THESE PLANS AND SHALL APPROVE THE RELEASE 0 OF THESE PLANS TO BE SENT OUT FOR f-'
- ~ 213 I r- 1 / ~ C ION 4- Q- GONSTRU T ~ (.L.I
~ ~ OWNERr DATEr ~ 6
/212 ~ ~ / / s
i2 I I ~ - 353 355 / 354 ~ / w ~ THIS DRAWING IS THE PROPERTY OF ~ TONY M. TATE -LANDSCAPE ARGHITECURE PA
1 2'h AND IS NOT TO BE REPRODUCED OR COPIED IN
f - 210 WHOLE OR IN PART WITHOUT PERMISSION. V~ ~ ~ti
/ - ~ / 209 / i~IT IS NOT TO BE USED ON ANY OTHER PROJECT
/ I 208 07 20fi 205 204 20 2 AND IS TO BE RETURNED UPON REQUEST. ~ ~06~G) ~ ; ~r.
I ~ 25' UNDISTURBED 50-SO ~ PERIMETER BUFFER ti
I REV1510N5:
_ _ - - 02/01 /03
35 66q-74-5400 066q-75-3767 03/06/03 -3767
ND ANDREA CARUOLO OBERT AND MARCIA BARB L11 _ Ob6q-75-4423 R08ERT J. HARREL r ~ 0669-74-5705 Ob6q 75-4153 J. HARRELI_ 04/02/03
ONE R-30 - MICHAEL AND MARY BETH JACK CARROLL AND WANDA COLLINS ZONE R-30 2 D MICHAEL GRENTHER •30
ESIDENCE 111 -1 ZONE R-30 ZONE R-30 RESIDENCE n ZONE R-30 ncclnG~l~r icE ~
SCALE:
I "=100'
DRAWN BY.
N MUST T.M.T.
\\p11 fli~i /~~-viii C 0
L~4 3-EVERGREEN TREE _ + IL I TY NF J ~ A ~ ~ R 0 ~ OT DATE.
+ w b hIINIMUM NT. ~-illl it~~~~ ~ ` ~ ~ F
5-LG. SHRUBS ~~'"t'"° a J 0 01 06/03 p p o J, ~ / G~ ,O
PLANT LIST t6' MINIMUM NT, ~ i ~ O~ ~ 2 PROJECT N0.
~~~JJ~~'+ ~ T ~ *T ~ ~ ~'~j(1 2-SM. TREES E S1Gri ROOT V~'~1\~ Rri~Yl!'11111?7 I I/2" CALIPER, 8' NT. MtN. N MMON N Q ~w z Q ° ~ ~ olivesp
Y BOTANICAL NAME CO 1-CANOPY TREE - 0 2' CALIPER, 10' MINIh1UM NT. N Z n
212" B&B 111 40' o,c. arlet Oak 1 7 y
R uercus coccmea Sc 0 0 _
PO Quercus palustris Pin Oak 21(2" B&B 95 4u' o.a N%Wov GRAPHIC SCALE
WO Quercus phellos Willow Oak 21/2 B&B 304 40' o.c. ~ oSO Quercus accutissima Sawtooth Oak 21/2 B&B 113 40' o.c. ~ Um nlt]3 YOU DWI 100 0 50 100 200 400
6 CKMAMOM-~u C3W =
RM Acer rubrum Red Sunset' Red Sunset Maple 21/2 " B&B 163 40' o.c. 1-800.632.4%9 16
( IN FEET )
LP Platanus x acerifolia London Plane Tree 21 B&B 70 40'o.c. BUFFER REVEGETATION_PLAN I inch = 100 ft.

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m ~ ~ crni T! ~ ~n g~ o~ v rn ~ \r _ O O rn A~ A co O
~ BLACKMON ENGINEERING s • ~ R~ D O ~ ~ W ~
OVERALL IMPACT MAP AND STORMWATER DESIGN SUNSET PARK PUD PHASE I O1 IlV1rO111~.+~i1 t'~ O~'1SLl an S W rn n Z n n Z an s o ~ ~ - o ,
a ? ~ ~
waKE couNrY 11010 Revco Ridge Road ° Rebigh, Nee01 Cerolies 27614 • Fiwne: (919) 8465900 • Fa (919) www.3ea~C.oom 1 Fa: (919) 84~9~467 ~ ~ ~ c~ ~ ~
JUNE 2003 D
DATE REVISION BY f