20041832 Ver 1_Complete File_20041112

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Dlichael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 18, 2005
Mr. Johnny Watson
Johnny Watson Builders, Inc.
933 Old Night Road
Knightdale, NC, 27545
Subject Property: Savannah Oaks, Phase I
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1832
Wake County
Waiver of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233)
Dear Mr. Watson
Your application for a 401 Water Quality Certification to impact up to 146 feet of streams and 11,136
square feet of protected Neuse Buffers in order to construct Phase 1 of the Savannah Oaks subdivision was
received in the Division of Water Quality's Central Office on November 12, 2004. According to our rules
[I SA NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification and Neuse Buffer
Authorization are waived unless DWQ has objected in writing to your application. Therefore, DWQ has
waived the requirement for a 401 Water Quality Certification for your plans to impact waters as described
in your November 12, 2004 application materials. Please also note that the impacts associated with Phase 1
will be considered as part of the overall subdivision impact, should impacts be proposed as future phases
are planned.
However, if additional impact occurs or your development plans change, this waiver is no longer valid and
a 401 Water Quality Certification will be required.
If you have any questions, please telephone Cyndi Karoly at 919-733-1786.
AWKIcbk
Sincerely,.
?C
//-"?lan W. Klimek, P. ?.
cc: Sean Hein, 234 E. Main St., Clayton, NC, 27520
USACE Raleigh Regulatory Field Office
Wilmington District, USACE
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone]/ Internet: httn://h2o.enr.state.nc.us/ncwetlands
Filename: 041832Savannah(Wake)Waive
NottltCarolina
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Triage Check List
Date:
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Projeet Name: SayWA,(\-k LG y
DWQ#: y1 Q 3z
County: W' l?z
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
® RRO Mike Horan
From: ?k,_2 ?coeA/ Telephone : [phone] S1 'i
The file attached is being forwarded to?,Our for your evaluation.
Please call if you need asst}stance.
i
© Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
November 11, 2004
D?
N?? ? 2' 2004
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US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jennifer Burdette Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Johnny Watson Builders, Inc., I am submitting an application for 1
stream crossing for a roadway. Enclosed you will find an application with supporting
maps, a copy of a USGS map of the area, a copy of the Wake county soil map, an agent
authorization form from the owner, and a check for $200 for the 401 certification.
This crossing is necessary to access all the property. Please contact me
immediately if you have any questions or concerns with this application. r :;' ...
Sincerely,
Sean P. Hein, PLS
Enclosures:
1. Application
2. Wake county soil map
3. NCGS Quad snap
4. Clieck for $200 payable to NC Division of Water Quality.
Office Use Only: Form Version May 2002
USACE Action ID No. D`VQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: R
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
Enviromnental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Johnnv Watson Builders. INC.
Mailing Address: 933 Old Night Road Knihtdale, NC 27545
Telephone Number: Fax Number:
E-mail Address:
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: SEAN P. HEIN
Company Affiliation: BLACKBURN CONSULTING ENGINEERING
Mailing Address: 234 F. MAIN ST
CLAYTON, NC 27520
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dblackburnnmindsprini?.com
III. Project Information
Page 5 of 12
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 snap
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: Savannah Oaks Phase 1
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1755.02-89-4154
4. Location
County: WAKE Nearest Town: Kniphtdale
Subdivision name (include phase/lot number): Savannah Oaks Phase 1
Directions to site (include road numbers, landmarks, etc.): Take Marks Creek Road to
Horton Road to Buffaloe Road. Proiect starts at right side (North) of Buffaloe road
5. Site coordinates, if available (UTM or Lat/Long): Not Known
(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): 57.90
7. Nearest body of water (streani/river/sound/ocean/lake): Unnamed Tributary (stream)
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://li2o.enr.state.nc.us/,Idniin/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: WOODED, VACANT,
10. Describe the overall project in detail, including the type of equipment to be used:
ONE ROAD CROSSINGS FOR A 30 LOT SUBDIVISION. STANDARD GRADING
EQUIPMENT WILL BE USED. STREAM CROSSINGS WILL BE PIPED
Page 6 of 12
11. Explain the purpose of the proposed work:
THIS CROSSING IS FOR ACCESS TO PORTIONS OF THE PROPERTY
OTHERWISE INACCESABLE.
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.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO OTHER REQUESTS ANTICIPATED. AN APPROVED SUBDIVISION PLAN AND
LAYOUT EXIST ON THIS SITE.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: PROPOSED IMPACTS ARE FOR
Page 7 of 12
STREAM CROSSING ONLY. NO OTHER WETLAND IMPACTS WILL BE MADE. THIS
CROSSING WILL BE PIPED.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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 FENIA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://ivww.tcma.gov.
* * * List a Nvetland 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: N/A.
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 CULVERT 146 UT- 6' PERENNIAL

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement Nvall, 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.uses.j?ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(juest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 146
Page 8 of 12
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
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identity 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): E] uplands R stream ? wetlands
Describe the method of construction (e.g., dam/embankinent, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
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.
ACCESS TO PROPERTY LOCKED BY STREAMS. NO OTHER ACCESS TO THIS
AREA WITHOUT A STREAM CROSSING SOMEWHERE. THE, CROSSINGS HAVE
BEEN DESIGNED WITH MINIMAL IMPACT.
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.
Page 9 of 12
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
httt)://li2o.enr.state.nc.us/ncwetlands/stringide.hhnl.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at littp://112o.enr.state.nc.us/wrp/index.litrn. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 X
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 n 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 1-1
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes X No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 7926 3 23,778
2 3210 1.5 4815
Total 11,136 28,593
c.uue I cxicuus uui w icci perpenuicuiar from near oanK of cnannei; /one 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
.Payment into the Riparian Buffer Restoration Fund.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
EXISTING IMPERVIOUS AREA IS 0%.WAKE COUNTY ALLOWS 15% IMPERVIOUS
UNDER ZONING. THIS IS UNDER THE STATE AMOUNT FOR NITROGEN CONTROLS
LEVEL SPREADERS WILL BE USED ADJACENT TO BUFFERS WHERE TOPO
ALLOWS.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
INDIVIDUAL PRIVATE, SEPTIC SYSTEMS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes F_? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
Division of Water Quality
December 5, 2003
Walter Cole
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Neuse River Basin Buffer Rules
NBRRO 03-256
Buffaloe Rd. -93 Acres
S&EC #03-7878
Knightdale, Wake County, NC
Dear Mr. Cole:
DEC 1 Q
f
r
On October 10, 2003, 1 conducted a site visit of features A, B, C, D and E involved in the
above referenced project as identified on the attached figures 1 and 2. It was determined that the
features shown on the Wake County Soil Survey, and on the USGS Knightdale, NC Quad maps
could potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters
Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code
T15A: 02B.0233 (NCAC .0233). Feature A is subject and its origin has been delineated at flag #1.
Feature B is subject and its origin has been delineated at flag #S1. Feature C is subject and its
origin has been delineated at flag #C212. Feature D is subject and its origin has been delineated
at flag #C24. Feature E is subject throughout property.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to 401 Water Quality Certifications, wetlands and other impacts to "waters of the state",
please contact the Central Office at 733-1786. (Note: if a 401 Water Quality Certification is needed,
please be reminded not to begin your project until the certification has been received.) Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
?Sincerely,
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
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NORTH CAROLINA DEPARTMENT OF
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PROJECT # 7878
9oi1 & Environmental Consultants, PA
--- --- BUFFALOE RD - 93 ACRES
PROJECT MGR: SC JOHNNY WATSON
_„ .-??_•_,_•_ 11010 Raven Ridge Rd. -Raleigh, NC 27614
WAKE COUNTY, NC [phone] - [phone]
I Web Page: www.SandEC.com
DATE: MAY 2003 ?
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SCALE: 1'- = 1320'
FIGURE 2 - SOIL SURVEY it
PROJECT # 7878
- is I]UFFALOE RD - 93 ACRES I; Soil & Environmental Consultants, PA
PROJECT MGR: SC .` JOHNNY WATSON
11010 Raven Ridge Rd, - Raleigh, NC 27G14
WAKE COUNTY, NC [phone] - [phone]
Web Page: www.SandEC.com
DATE: MAY 2003
r?;7v ? 1 04 11-5_+.-1 Johnntt Wot,,,)n ituilc3rr- 9).'r-2;,-G6G3 N.1
??+•??-l,_tia t'----_nt?,-?s-r?rr?rs?ta,+ ?_ptdsli_?rttt, ?-,_,- ?,;_?;_.?

itlac::burn Cunsultin? En?inccriu?
234 a;a Main ?aec:
C1at;cn, NC ?752)
I'hcr?: (919) 553-29r,,D
Fa;; [phone]
Rc Pt-.:jest: Swl? .nnah Oaks P ;ace 1
o Whom It N1ay h;;ucc n:
I, !hc 4(fe l? r fvpC L}' n\VI': 1z: r_1iV d^SiSlyte and L' :tl'UI]%Z S11C1C i•,11 1
lGr, u;;ing Ereltwuir,8 to act l um ba:elf .s my sgcrt in the processing, u Yemmas al:a
?:Iv?:C liIURS, ;ti lUfn:5h upon 'cqUCSt sup limn. ;cal infcrm?lion to SUppC' l L: t cfR?1: and
npphcritioni , ect, from this day Convata. T4c 101H day of 7?ovc, li,?: 2004.
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SCALE
1'=20'
DRAWN BY:
SPH
DATE
11-10-04
PROJECT NO.
J-513
SHEET
OF L
PHASE.I
SITE'
1111 -
0
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1 "=1000'
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NOTES
NO LOT SHALL ACCESS FROM BUFFALCE ROAD.
FLOOD HAZARD SOILS BY SOIL AND ENVIRONMENTAL CONSULTANTS.
THERE SHALL BE A 10' PLANTING BUFFER ALONG BUFFALOE ROAD.
LOTS WILL BE LIMITED TO 7221 SF PER LOT
SITE DATA
PIN - 1775.02-89-4154
OWNER - JOHNNY WATSON BUILDERS INC
933 OLD KNIGHT ROAD
KNIGHTDALE, NO 27545
TRACT AREA - 57.9042 AC
NUMBER OF LOTS - 30
AREA IN R/W - 3.8001 AC
MIN LOT SIZE - 30,000 SF
AVE LOT SIZE - 78.559 SF
ZONING - R30
ALL LOTS ARE TO DE SERVED BY INDIVIDUAL
WELL AND SEPTIC SYSTEMS.
NOTE: ALL LOTS WITH * SHALL REQUIRE A FLOOD HAZARD
AREA USE PERMIT.
THE FOLLC'W'NG LOTS SHALL BE EVALUATED BASED ON THE
FLOOD STUDY BY BLACKBURN CONSULTING ENGINEERING.
LOTS 4, 5, 7, 8, 27 & 28
THE FOLLOWING LOTS SHALL BE EVALUATED BASED ON FLOOD
HAZARD SOILS AS DETERMINED BY SOIL & ENVIRONMENTAL
CONSULTANTS. LOTS 23, 24 & 25
FLOOD HAZARD SOILS AS DETERMINED BY WAKE COUNTY SO'L MAP
SHALL BE USED TO DETERMME HAZARD ON LOT 9.
MEA Or-
PA crSIOfZMWAIER RE GULAilUNS

PHASE ONE TOTAL PROPERTY
LIMIT IMPERVIOUSNESS TO 157
1 TRACT AREA = 57.9042 AC = 2,522,387 SF 87.7797 AC
157 MAX = 378,346 SF 573,552 SF
ROADWAY PAVEMENT 70,249 SF 125,821 SF
IMPERVIOUSNESS ALLOWABLE IN LOTS = 308,097 SF 447,731 SF
NUMBER OF LOTS = 30 62
IMPERVIOUSNESS PER LOT = CALCULATE FOR TOTAL PROJECT 7,221 SF
IMPERVIOUSNESS PER LOT IS TO BE LIMITED
TO 7,221 SF
There shall be no filing or the erection of permanent stmc-
lures in the areas of Wake County Flood Hazard Soils or Federal
Emergency Monagemenl Agency (FEMA) 100 year flood zones until a
flood study is approved by Wake County and/or FEMA
Before acquiring a building permit for lots marked by on r,
1 (asterisk) the builder may need to obtain a Flood Hazard Area Us
'
Permit from Wake County Environmental Services. The builder
s
engineer, architect and/or surveyor (as appropriate) must
certfy that all flood hazard requirements are met. WILLIAMS - PEARCE &
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PROPERTY SURVEY FOR
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PHASE I
ST. I,iAMIEWS TOWNSHIP
WAKE COUNTY
NORTH CAROLINA
200 0 200 400 600
1 GRAPHIC SCALE - FEET
SOC., P. A. Professional Land Surveyors P.O. Box 892, Zebulon, N.C
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SCALE:
1'=200'
DRAWN BY:
DWB
DATE:
11/02/04
PROJECT NO.
J-513
SHEET
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`LEVEL SPREADER yz 91
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SCALE:
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DRAWN BY.
DWB
DATE:
11/02/04
PROJECT N0.
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11 SKEET
2
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DRAWN BY:
DW9
DATE:
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PROJECT N0.
7-513
SHEET
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i P P. a3
N
O n
^ O
a a t d a } V M M M M M M M M M M N N N N N to --03-
,295 ^ ^ ^ ^ ^ ^ ^ 295 2na ^ ^ N N N N N N M M M M M M d t } d Q < d

-0+
50
0+
00
0+
50
1+
00
1+
50
2
+00
2
+50
3+
00
3+
50
4
00 M M 290
+ 4+ 50 5+ 00 5+ 50 6- -00 6+ 50 7+00 7+ 50 8+00 7+ 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

U'
z
a
W
W
z
W
E-
5
Tn
z
O
U
z
a

F V1
W O
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"I cl,
tFll N .°_.'
U
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F Z0
W ?aa a
? U N
N A
N

x
z
ul
W
REVISIONS:
SCALE
AS SHOWN
DRAWN BY:
DWD
DATE:
11/02/04
PROJECT NO.
J-513
SHEET
4
of 10
11 ?
DITCH W/
I STRAW k TACK
J
1
1
1
I 1
11 ,
I
12 ,
D11CH W/ j
1 0125 LINING I
DITCH W m 1
/ DITCH W/ L W/ t y4 ? \ DITCH 1
575 LINING STRAW k TACK 575 575 LINING
/ m DITCH W/
/ a sGISD uN,NG
" RIP
I/
RAP 1
* u m V .,..... -,....... ........ LG 0 T
u
-'--
DITCH W/ --- NO DITCH
NO DITCH
\ y I '? `'U
STRAW k TACK
DITCH W/ u ?J. p
S75 L:N!NG ul
M
2 6 ml A ?f Z ` DITCH W/ 11
2 (? 2 STRAW k TACK 1
1
1
1
i
7
I C [N.""
p[,rA.?
DapINPGE.?c^
I .0 PJEfUC -r opLS-" y? ,
,.r..? ,10E y" m
.?:. N,DIICNW? Sly ?h
®1ax 4a
SCALES: I-1 I I t
I' -50' HOR
I' .5' VER
C?L
sa-
375 vAr 6•
, 1
7:::PAVLMENT
0 4.
37
TYPICAL STREET SECTION
365, 8TADC & 1 112' SF9.5A
1-1 T. 11
,360 ELEV OPT 5
c
?r
355
350
x
li
345 '
FIGHT 5-90
340
335
7 W
EF SI
330 ?16
0
rn
32b a a a N N "n U) N N I!1 N In N N
13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
HJ DITCH W/
/ STRAW kTACK /
21
DITCH W/
.SC150 LINING .5`'101L
2f TEA (MIT ?u
12'A6'XIfi' D50=6•STONE

r? CIRCULAR
? D ? 1^.0'C6•
DITCH W/ T = 300.00
S75 LINING R = 4290.20
L = 599.02
C = 5?8.54
50'PUBLIC R/W 20' PAVEMENT
8" CABC & 1 1/2" SF9.5A
I
RAP
n
oD
a
0
4a W-
+50 22+00 22+
20
I
19
III{?
A
t
U
8
27+40.83
375
370
365
360
355
350
345
340
335
330
n N 325
l 29+00
0
:rbpNba ,D.Fr?4%F 3?
w
zw7 ?
N
R ?
r
1
C1
Ch FWa• N ^A
z to N m
U
r- 7-
In F z
O WQQa
U 't 7 N
n V I
z
N N
N
a N
U
fA
O
0..
I
n?I1
W
U
a?
W
s
w
0
F
Oz
z
z
z
?i
ul
REVISIONS:
SCALE
AS SHOWN
DRAWN BY:
DOB
DATE
11/02/04
PROJECT N0.
J-513
SHEET
5
oe 10
CIRCULAR
D • 11'45'12'
T • 168.44
81' LEVEL R • 487.15 u )
SPREADER L • 324.34 L h? 0
1nAL% C • 318.38
-•
DITCH W/ l ? I ?'r d ? 1^,SN
P3000NING U?? x
a
T / n R WO n
DITCH W/ 1 -? Sq 0125 LINING sts 1 00
' STRAW & TACK OITCH W/
?. .o ?.. ?., 7 sOSS 324 ? 8
RIP fq?AC N6 I'.
... o S75 LINING / ?s RANh JP 3 STCN£
- PROPERTY LINE • 0100 I , . _.. N =..... DITCH W J d RAP - AUgC S LINI
DITCH W .Q a v,0 fte 050s
0 1 STRAW & TACK DITCH W ?F r Oa5X8
SC150LININ ?O?CNGC ` 1?t wl
35 A \ ?APWN1' b0 ?SSR?? 1
Z ?p5? R CIRCULAR
F. .c.=OAR m d D .10'5616'
1 DITCH W1
O o. 0 O• T • 699.87
Y m CI25 LINING / y R• 523.83
y ( c a P ki
_i L-912.52 "a
DITCH w/ o ?p ?: p 1
1Y G1 1 t''' , n /4 DITCH Wf ????? `_ 7SR hyR" STRAW & TACK C •839.74
p V ' 575 LINING -- --------_- 7 . pE b - 1
# 41' LEVEL X / SR
o SPREADER V A DITCH Wf y ?J ?' y I
I -f125 LINING NG Q (psi jn 2 3? I
DITCH W/ AIP g oZ 0'.y dr I
ty ^ STRAW & TACK RAP o I y)20 ?, y I .., 1
o ? rs a ?.
SCALES'. ( 1_
/ J
=50' H3R I DITCH W/
I' •5' VER SCI50 LINING

360 50'PUBLIC R/W 20' PAVEMENT
360
56bi 8" CABC & 1 1 " S

5D
C
?RVE
LEN•
)100 F9.5A
/2
RIGHT OF WAY R
355 m
6''m
PAVEMENT
355
IR' K. 'OT . •
?
V
350 _° >
TYPICAL STREET SECTION
~ rJ 350
9'CABC & 1 112' SF9.5A -- > p d
d P
<
K
339
0
345
M
J
K 309 > 345
J

340 V-DITCH DETAIL
r 340

a
IN
3;82
335
h
.37
pip
P
r

> EULV RT V A f, 335

DITCH TO BE CRASSCO WW 515 LINER
6 1
8x SLOPE
I
N=337
' 4
3 P
X F"
tttvE

Ff
330 . 64F
w•3 CF 3
3s 'RCP
330
4

- ?
7
-.
RA
L1A'
RICH c P
325 - L IDF
s
?
o 325

320 -
320
- N PAW T 5,R 2
SR
3
5' 20' 15'
315
T T 315

50' R/ W
Z- -
310 A 7 c L
' ' '
35 6 5 4 310
K/ fl A P303 LINT G (LC-- T 9 E) s
- LEC UE SLOPE AS REOVIRED
rirr 3 PE
305 O
f
l [No SECTION A-A 305
(R GHT ID E)
CUL-DE-SAC R/W

300
- 300
w In

295 0 0 0

2+00 -t+50 -1+00 -0+50 0+
tn In

n n a a a a
N N N lw_-

00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+

a

0 5+

a

0 5+

r a

0 6+
In

a

0 6+

v

0 7+

d

0 7+

a

0 8+

n

CO
to

00 8+

n

50 9+ a

n

00 9+

n

50 10+ In 'n

s d a a a a'61 4
C
< a d a s n 295
00 10+50 11+00 11+50 12+00 12+50 1'5- 13+50
w
w
z
W4
0
r
a
z
O
MU
W
?????ppp7
U
H
Nr_
W
W
a
M
n
M
N
F N
a 'j
V)
N W
z
F Z
0[-.
W?a0
7 0
M V LI
N M
N
m
W
C
W
a
q
z
0
F
z
z
y
z
REVL90NS:
SCALE:
AS SHOWN
DRAWN BY:
DWB
DATE
11/02/04
PROJECT NO.
7-513
SHEET
6
oe 10

CIRCULAR
D - ,7'37'46'
T . 106.34
R . 325.00
00 r? L . 205 54
01 V C .262.,3
DITCH W/ DITCH W/
ctzs LINING SC150 LINING
??? ? z5R
n? ? 35 q
0 ? o
u+? 15a '
156' LEVEL p K NO DITCH
,. .,SPREADER r4,0t;HG'&. ` ?p 2S
on040o UN' V i 15
WI ESWIS?iI 4 +
50' PuB !C ! GNU. $
t Too'._
c-".?'?• ?? ,`, ?„ ?Cf °?'..-' ...fp?Eµ4.Nt ?'`R R/W 1. / PJ
YV ,
DITCH W1 ?? >- oaM?NHOE i
` `•: C DITCH W/
STRAW k TACK STRAW k TACK 71
v
4,
?c , l? ? 'Pi o ti
4A bq \
scues:
.5MOR
1 =5 VER v \ a 1
t 4 \ OV

350
350
C
L ' '
? 50
PUBLIC R/W 20
PAVEMENT
' " "
345 RIGHT
OF vAT 8
CABC & 1 1/2
SF9.5A W
I 345
?
PAVEMENT M
I yr vr1 a

s
r?r
T -v 1,
?
340 it ° n CL VE EN-IC ?D6 r
_
340
TYPICAL STREET SECTION\ I
B'CABC & 1 1/2' SF9
5A "
335 .
Vm l ST 0+06 335

a5

330 3
30

NO DITc
N HIGH
325 d W sEE 325
W

?1•
320
320

315
315

310
310

305
305
i IN

300 N N N N N N M M M M M M M M M M M
300
-5+00 -4+50 -4+00 -3+50 -3+00 -2+ 50 -2+00 -1+50 -1+ 00 -0+50 0+00 0+ 50 1+ 00 1+ 50 2+ 00 2+50 3+00 3+50
10' PVMNT 6' 5, 1
HOULDE '\
A.4
-v..,._ ,1145
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
3' BOTTOM MOTH
DITCH TO BE GRASSED MATH P300 LINER
o 11.0% SLOPE
J
N?

w
w co
m
I
z F No
W wC,
wTN?
C N m
ry N N m
u F a
0
O aaN
U C.T
w A
z
MJ °i
U
W
N
5s+
O
a
a
a
4
z
6
O?
z
xx?
d?
z
?i
REVISIONS:
SCALE:
AS SHOWN
DRAWN BY:
DWB
DAT@
11/02/04
PROJECT NO.
J-513
SHEET
7
OF LO
3?

a C
w I
SHADING DENOTES RIDENING I t?
FU

a

3

?-
?1
?

cr ;'.. ?2
V `I
^I
' v ??
I
? ;
?{
? ?

-
-_ ?Z
-N ? ? m
NPR
-
510' TRANSITION N o 5+ AOd ai

o'
_ o
Z

-------- - ------
u w. ?
SCALES: 1-
:5°VERR wY'- ROADWAY WIDENING PLAN
DQD-

z

A. `= o
z ro J

< R
? m' (
W Z q J
l
1(a d 2
V 1 Oi

D ,?a
?
SCALES:
'
'
y
I
X50
NOR
:5 VEP,

STRIPING PLAN

BUFFALOE ROAD WDENING SECTION
_
375 C/

II VIDENING VARIES 375
fxt iM? ? 0'
PAA CAENT
I/,' PER f

370 Wl
-- -
sRp+ ??+ - 370
RY + e?

FDR ELEVATED SECTION.
365 Ex Fuo ROADWAY CROSS-SLOPE
365
4' B25OB, 3' 119.OB, & 2.5' SF9.5B

360
360

355
355
c -

350
350

345
345

340
340,

335 -
335

330

5+
50 6+
00 6+
50 7+
00 7+
50 8+
00 8+50 9+
00
9+50 10+OQ
10+
50 11+
00 11+
50
12+
00 12+50
13+
00 13+50 14+
00 14+50 15+00 15+
50
16+00 16+50 17+
00 17+50 18+00 18+50 19+
00 19+50
+-0020+50 330
21.-
:e
NA
Qi
W
W
z
c?
z
W
U'
z
a
z
0
U
z
W
W O N
W N ^
aaa
w cl)
P, z
0
W ?t co
N
n V I
N C1
N
W
O

z
z
U)
W
W
RMISIONS:
SCALE
AS SHOWN
DRAWN BY:
DWB
DATE
11/02/04
PROJECT NO.
J-513
SHEET
8
oP 10

S HADING DENOTES WIDENING
FULL 12' WIDENING A
o 540' TRANSITION
0

-- -----

----- - - e??Z
+
N •U°

w °---------

- -
x
u
CL- -------- ------
m -
b
u
u
u
SCALES:

5p0. ' "OR
f . ROADWAY WIDENING PLAN
Y .5' VER

U'fI£ 1 O
0

+
n £ o
4
o

,?. m i
n
p t
33h

? 1
c
q+ ?
a z cQ ? ?-- __'

Lyid-p uy

J0
SCALES!
:5
R
5"DR
°'

STRIPING PLAN
,

- BUFFALOE ROAD WIDENING SECTION

375 - C
L
f 375
WIDENING VARIES
Exun9c zr o 12'
_ PAVEMENT
370 --__-- vv ara 1.,
370
2
?
\
T

365
- FOR SUPCRELEVATED SECTION,
EXTEND ROADWAY cRCSS-S
OPE
L 365
4' 325OB
3'
'
,
119,OB, & 2.5
SF9.5B

360
360

355 lE Isu
355

350
350

345 -
345

340
340

335
335

330

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 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+50 330
36+00

Nz
W
W
W Q
z
c?
N
z "
W wow
F r ?
?j 41 N ?'v
?^?y z W k
V) E+ O
U Au II
0
N n
z
N N
W
U ?
z
W
A
RS
9
a"
w
z
0
F
c
z
z?
z
Q
U)
REVISIONS:
SCALE
AS SHOWN
DRAA'N BY
DN'B
DATE:
11/OZ/04
PROJECT NO.
J- 5l3
SHEET
9
oP 10
fffi1? d
, MLr,
L_
Q14I` :••_
STANDARD TEMPORARY SILT FENCE
saaesu s___
r"r r r.r
? ^ ealxly - F,i,rP.vrs -
CHECK DAN a
a
ae "? ...
`•! r&u x I e
?.?'? ??v \\\///AAAwwdnn ?w.uw
TEMPORARY STREAM CROSSNO OPT10N
CONSTRUCTION ENTRANCE
?uSTom Dflsh! pE-(AIL
5
?'--? d'rY5 else
YTNY Fectro0 WHO. / SAN SteEi
YAEF &WIVS, TV !6
Ybe of OACL - •A
Sure. 4A Yatf } ;:: WA3AKD sme
d?NC
5'a 3'Y la tblGrll -1
".. , .'S1p4 APt.M 1
WEt¢. DL'TA1L
YtAy)M-!
Ig A'! t- OIfcN AND &zY
'rArf M-f(Iffl-4 sl?,e 1ACP r966
!w•.N•IQ•sf fArr)
U0?!!S 1
I) DrewdaD riser still be 6• SM AD PVC with cle»-at np !V slots. Slots shell
be )w Ede vertical saw cuts. Slots shell be placed at 90° lntervds around the
pipe (A dots). slats fell be a' I.N. one ? or lots Shall be C?Iall to
fro the nest rot by 4' of solid pipe. depth of basin III one. The _) TMt to according protect to the welt erIM10 shall supppllytir If aSeultplet tarps she used to of
taco 9.11 to
-tend protection to to or badrslope then tarps StAll be overtopped at least 12•.
lpstrew taro shell evarleo doretress tarp. The tarp shell be 50 w11 heavy
duty silver tarpaulin fm sun malstnce.
51 9asln shell be cleared Out W" I full.
CUSTOM BASIN REMOVAL SEQUENCE
1. UPON PROJECT COMPLETION AND ATE STABILIZATION, CUSTOM
BASINS SHALL. BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE
GRADED To FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRACE.
2. WMEPE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN
STE VA TM BOTTOM WIDTH AND PR07CTIA LINER AS SPECIFIED N
SEDIMENT BASN TABU AND TAILDITCH DETAIL OR REPLACE WITH RIP
RAP DISSIPATER.
3. ALL DIS,URBEO AREA SHALL BE SEEDED FOR GRASS STABILIZATION.
tw
.,.:'eel wr _ _ W _ T
.w.wu_r ,wl.•r ?j T ?J. 1
DLOCK AND GRAVEL DROP INLET PROTECTION 1.
n
.Mw.,ew, war .,,. uerret.?va
GRAVEL k RIP RAP FILTER BASIN 13I
?j/ ??I71TII f11\\
emirs weN aAta nw
INLET BASIN
!I ur ewe
I?3E.L' 71 ? X
A. w Ae.w. a a.oe
HdNl?l
DIVERSION DITCH
WAKE COUNTY CONSTRUCTION SEQUENCE
1. Obtain a land-disturbing permit. Schedule a
preccnslruction conference with the Environmental
ngmea.
2. Install grovel construction pad, temporary
diversions, silt fence, sediment basins or other
measures as shown on the approved plan. Clear
only as necessary to install these deuces. Seed
temporary diversions, berms crd basins
Immediately After construction.
3. Call Environmental Engineer for on onsite
spection to obtain a Certificate of Compliance.
4. Begin clearing and grubbing. Maintain devices
as needed. Rough grade Ode.
5. InstoR storm sewer, if mown, and protect
mlels with block and gravel inlet controls,
sediment traps or other approved mecsures as
shown on the plan. Begin construction, building,
,to.
SEIDetl LOEREE
Eevm ,.Ara
Shoulders, Side Ditches, Slopes (Max 3:1)

I
•w•PRM Y WAw
Ww

r
. ? P,.._ r.+•._, a W.w
r I
-,
! .N W.,.

l.w.•.w. AAr.A M Wm.
Slopes (3:1 to 2:1)
r, . A. I s.w. I.NN. lever) so WN

Or1-MIII) a
AA TArr
IN WwN
Iww!-r>% PAY w,rAN M••w_ aWe

r.-r!
w Mows
•w.,v. A M WO
+v AwA.+.l,•w mwa w Wwn
ut W.,n
P. I - Ar O Ar Awr. M a We
,.5' to
XT 67ffiJIII?01 7
rotnn
PIPE INLET PROTECTION (PLYWOOD AND STONE)
MAIL
?SLOa IL1Sd=Cg
r"
e
a
ay
r;.f, 1,3
/r I '
RESIDENTIAL CONSTRUCTION ENTRANCE
Level Spreader Construction
Specifications
4 ww
PIP RAP TAADTO!
: SIDE ENTER
H ? f 2-1 axJ,'?....
4 H,..._?_av
C125 TALDT01
C350 TAILDIECH
TARDITCHES I1
i
11100,311111
TEMPORARY STREAM CROSSING 11
1. Level spreaders ore to be instolled following installation of rip rap
energy d'-potors.
2. Construct transition sectica to it width end depth of spreader Msuring
that Revd spreader weir is place in undisturbed ground wRh weir benq
along a fat grade.
3. Dlg depressed urea upstream of weir per specifications and flat footing
for block weir.
4. Inetcli continuous wolf of x16• block providing a weir length per the
specifications. Optional gravel8•may be used in footing to focll,tote leveling.
5 Backfill upstream side of weir and III block cells with sos.
6. Immed'wtely seed and mulch all disturbed area.
. nRwmna a-
.SU.. urT . • . • waa ewraAw
• oua?i w?a?o ;ARM
A
i7J?n..:aP"?_ _ _
LEVEL SPREADER DETAIL
NOTE: BLOCK TO BE USED TO REINFORCE AND LEVEL OUTLET CREST.
DIMENSIONS
ENTRANCE END DEPTH LENGTH
WIDTH WDTH
10' 3' 6• AS SPECIFIED
BLACKBURN CONSULTING ENGINEERING
234 EAST MAIN STREET
CLAYTON, NC 27520
_553-2900 553-7298(F0.1(}
+.r.+ w.N d A,....r... w w. a Rr M A.Mr wNr
SLOPE STABILIZATION REQUIREMENTS
3:1 AND FLATTER - GRASS
2:1 TO 3:1 - SHRUBS & VINES
1.5:1 TO 2:1 - RIP-RAP
STEEPER THAN 1.5:1 - RETAINING WALL
gIDaA WHEMILE
1.) CHISEL COMPACT AREAS AND SPFfM TOPSAIL 3 INCHES
DEEP OVER ADERSE Sal CONCITCHS, IF AVAILABLE.
2) RIP THE ENTIRE AREA TO 6 INCHES DEPTH
3) REMOVE ALL LOSE ROCK, ROUTS, AND OTHER OBSTRUCTIONS
IEeNNS SURFACE REASONABLY SMWO AND UNFORM,
4.) APPLY A;RICIANRAL LIME, rERn!DER, AND SUPERPHOSPHATE
UNFORMLY .0 Wx WITH SOIL (SEE BELOrP),
S) CONf:!NE TILLW.E UNTIL A IvELL-PULR7ED. FIRM
RE/SONABLY UNFONM SCEeXO S PREPARED 4 TO 6NCISS DEEP.
6.) SCED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT CR CULTFACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND-ANCHOR MACH
IL) NSKCT ALL SEEDED A.REA.S AND MAKE MCESSAr1AEPAAS OR
RESCEDNGS WITWH THE FAANIIWG SEASON. IF POSSIBLE IF
STAND SHIAD BE OVER NR aMAACEO.
rEFSTMISNFOLL1TASe2
ORIGNAL LIME, FERTUZER AND SEEDING RATES.
9.) CONSULT COMERSATINA INSPECTOR ON MAIN ETREATMENT
AND FERTILIZATION ArTEN PERMANENT COVER IS MABL15HED.
• APPL` AGRICLLfURAL LWESTONE - 2 TOYS/ AREAS IS TONS/
ACRE N Cur SOPS)
FERTILIZER - 1.000 It,.. / ACRE -10-10--10
SIIPEPBlDSPHATf- 500 IMA / ACRE -20t ANALKS
MLILN -2 TORS / ACRE - SMALL GRAN STRAW
ANCTHLR - ASPIMLT EMULSION F 300 CALS/ ACRE
TAILDITCH DETAIL
IB•
C,
3' BOTTOM WIDTH
DITCH TO BE GRASSED WITH P300 LINER
0 II.CS SLOPE
V-DITCH DETAIL
19'
SEDIMENT BASIN TABLE
(ALL CUSTOM BASINS)
BASIN LENGTH WIDTH DEPTH WEIR LENGTH
1 22' 11' 3' 10'
2 16' W 3' 10'
3 37' 18' 3' 10'
4 22' 11' 3' 10'
5 36' 1 Y 3' 10'
6 22' 11' 3' 10'
7 36' 17' 3' 10'
8 16' B' 3' 10'
9 57' 27' 3' 1o'
10 22' 10' 3' to.
11 66' 33' 3' 10'
12 26' 12' Y 10'
13 44' 22' 3' 10'
NOTE: BASINS 3, 5, 7, 9, 11 & 13 ARE TO HAVE BAFFLES
AT THE MID-LENGTH.
NOTE: TEMPORARY ROCK CHECK DAMS ARE TO BE PLACED
BELOW OUTLET OF THE 72' CULVERT. FOLLOWNG
INSTALLATION OF CULVERTS AND STABILIZATION OF DITCHES,
ROCK CHECK DAMS ARE TO BE REMOVED.

DITCH TO BE GRASSED WITH S75 LINER
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mailbox:///Cl/Documents%20and%20Settings/bob_zarzecki/Applicat...
Subject: 04-1832 Savannah Oaks
From: Bob Zarzecki <[e-mail]>
Date: Wed, 12 Jan 2005 12:07:18 -0500
To: Cyndi Karoly <[e-mail]>
Cyndi,
I received a call today from Sean Hein (669-9484), Blackburn Consulting about this
project. It was received on 11/12/04 and sent to the RRO on 11/22/04. The RRO
provided comments on 12/3/04. Nothing else is listed in the database. I found the
file in the on hold cabinet in the tardy files. It looks like we waived it. I
attached this email to the file and put it in your box.
- Bob
1 of 1 1/12/2005 12:07 PM
Wetlands Tracking
401s
Facility Name Savannah Oaks Phase I c/o Johnny Watson Builders
Project Number 04 1832 ? Express
Project Type purpose of access road to S/D
Location UT Hodges Mill Creek, Knightdale
Received From APP
Received Date November 12, 2004
Sent to Region Date 11/22/2004
Rcvd Region Date
Last Action Date
Last Action
Latitude (ddmmss) 355001
Longitude (ddmmss) 782756
Public Notice Written
Date
Certificates
Permit Cert # Wetland Wetland Score
Type Type Impact
39 1 3402 1 Stream 10 Y p N
NBR 11 BA I Buffers N O Y ON
Mitigation
MitigationType
OY ON
WRP
Project Wetland
Number Type
COE ID #
COE Susp Date
DCM Susp Date
TIP Number
More Info Requested
More Info Received
Mitigation ?
COC Received Date
Public Notice
ReceivedDate
County Wake
County2
Region Raleigh
Reg. Contact Eric Kulz
APPLICATION FEE INFO
Payment Date 11/12/2004
Amount Paid $200.OOI
Payor Blackburn
Chock # 5039
Comment Period
Ends Date
Stream Area Area Length Length
Stream Class Wetland (acres) (acres) (feet) (feet)
Index ' Prim. SuPP• Subbasin Class Req. APPr. Req. Af.pr.
..
27-26-142) C NSW 030402 stream 14
19 1 030402 error 0.0711
Wetland Area Length
Class (acres) (feet)
Total for 401:
Mitigation Stream Impacts (ft.)
Completion Subbasin Peren- Inter-
Date nial mittent
1.36.00
71
Total Mitigation:
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Savannah Oaks Phase I c/o Johnny Watson
Project Number 04 1832
Recvd From APP
Received Date 11/12/04 Recvd By Region
Project Type access road to S/D
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. etl t „?+i? ,4
39 Stream PT -@N ? 27-26-1-(2) F C NSNV 30,402. ?- 146.00 146.00
NBR Buffers O Y O N r-??? 30,402. 0.07 r_7 F
PT O N FF
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 355001 Longitude (ddmmss) 782756
Comments:
Looks OK to me. Per cony, sith Steve Kroeger, RRO might visit to confirm <150 feet of impact (146
on application) EWK 12/3/04
cc: Regional Office
Central Office Page Number 1