20090107 Ver 2_More Info Received_20090709

LETTER OF TRANSMITTAL
DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529
[phone] phone p O 1 O 7
[phone] fax
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To: Cyndi Karoly or Ian McMillan
Company: NCDENR-DWQ
Address:
From: Dexter Howell
Date: Thursday, July 09, 2009
RE: Asphalt PLant
URGENT F-] Reply ASAP r ] Please Comment A Please Review 1-1 For Your Information
COPIES DATE NO. DESCRIPTION
3 07/07/09 Sets of plans
1 07/07/09 Response letter
1 07/07/09 Drainage calculations
1 07/07/09 PCN applications
1 07/07/09 Buffer Determinations

Comments:

DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529
Ph. [phone]
Cyndi Karoly or Ian McMillan
NCDENR-DWQ
1650 Mail Service Center
Suite 250
Raleigh, NC 27699
Reference: Coates Grading and Hauling-Asphalt Plant
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SqN? TgTFRI,? 09
gP,q?R ?N
Thursday, July 09, 2009
1. Sheet C-5 shows all existing water features with buffers.
2. Zones have added to all maps.
3. Contours have been labeled on sheet C-4.
4. Calculations have been included with this submittal.
5. Impervious inventory table has been added to sheet C- 1.
6. Application has been updated with the correct information.
7. Stream determination has been included with this submittal. Photos upstream and downstream
have been added.
8. Dissipater pad has been removed from the plans due to the minimal slope.
9. Dissipater pad has been removed from the plans due to the minimal slope.
We appreciate the opportunity to have provided you with our services on this phase of the project. If you
have any questions concerning this letter or if we can assist you on any other phase of the project please do
not hesitate to contact us.
Developme sulting Services, Inc.
exter Howell
C? y4AT AG
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: X? Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (N WP) number: 14 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ?X Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
?Q 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ?X Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ
401 Certification:
? Yes ?X No For the record only for Corps Permit:

? Yes ?X No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
? Yes ?X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ?X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ?X No
2. Project Information
2a. Name of project: Coates Hauling and Grading - Asphalt Plant
2b. County: Johnston
2c. Nearest municipality / town: Smithfield
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: Crossroads Development Corporation
3b. Deed Book and Page No. DB 1495 Page 0283
3c. Responsible Party (for LLC if
applicable): Crossroads Development Corporation
3d. Street address: 12400 NC 50 N
3e. City, state, zip: Willow Springs, NC 27592
3f. Telephone no.: 919-989-9702
3g. Fax no.:
3h. Email address:
Page 1 of 10 (/? ??
PCN Form - Version 1.4 January 2(3Q`ji pF y
?yos w ?00,9
W4 o
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Keith Roberts
5b. Business name
(if applicable): Development Consulting Services
5c. Street address: 1401 Aversboro Road Suite 206
5d. City, state, zip: Garner, NC 27529
5e. Telephone no.: 919-329-0051
5f. Fax no.: 919-772-3437
5g. Email address: [e-mail]
Page 2 of 10
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 162400-90-6944
1 b. Site coordinates (in decimal degrees): Latitude: 35.50905 Longitude: -78.55896
1 c. Property size: 58.48 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Pole Cat Branch
2b. Water Quality Classification of nearest receiving water: C:NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing site is approximately 80% wooded and 20% cleared. The cleared area has a cell tower existing and the rest of the site is used for
farming.
3b. List the total estimated acreage of all existing wetlands on the property: 0.42
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,715
3d. Explain the purpose of the proposed project:
Proposed asphalt plant and to construct a road from NC Hwy 210 to SR 1324 (Pleasant Coates Road).
3e. Describe the overall project in detail, including the type of equipment to be used:
Asphalt producing facility with the main traffic being dump trucks. The trucks will bring material on site and trucks will take the finished product off site.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /

project (including all prior phases) in the past? ? Yes ?X No ? Unknown

Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ? Preliminary ? Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ?Yes ?X No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ?X No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ? Streams - tributaries ?X Buffers ? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T 2b.
Type of impact 2c.
Type of wetland 2d.
Forested 2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other) 2f.
Area of
impact
(acres)
W1 Choose one Choose one Yes/No
W2 Choose one Choose one Yes/No
W3 Choose one Choose one Yes/No
W4 Choose one Choose one Yes/No
W5 - Choose one Choose one Yes/No -
W6 - Choose one Choose one Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T) 3b.
Type of impact 3c.
Stream name 3d.
Perennial (PER) or
intermittent (INT)? 3e.
Type of
jurisdiction 3f.
Average
stream
width
(feet) 3g.
Impact
length
(linear
feet)
S1 P Culvert Pole Cat Branch DWQ 100
S2 - Choose one
S3 - Choose one
S4 - Choose one
S5 - Choose one
S6 - Choose one -
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form - Version 1.4 January 2009
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem ora T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody
type 4e.

Area of impact (acres)
01 - Choose one Choose
02 Choose one Choose
03 Choose one Choose
04 Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.
Pond ID number 5b.
Proposed use or
purpose of pond 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ? Yes ? No if yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation. then ou MUST fill out Section D of this form.
6a. Project is in which protected basin? ? Neuse ? Tar-Pamlico ? Catawba ? Randleman ? Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T 6c.
Reason for impact 6d.
Stream name 6e.
Buffer
mitigation
required? 6f.
Zone 1
impact
(square
feet 6g.
Zone 2
impact
(square
feet
B1 P Stream Crossing Pole Cat Branch Yes/No 5,086 3,136
B2 Yes/No
B3 Yes/No
B4 - Yes/No
B5 Yes/No
B6 Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The stream crossing was designed perpendicular to the stream with the vertical profile as low as possible to minimize the fill section impact from the
crossing. Protective silt fence is being installed by the wetlands on the west side of crossing to eliminate any wetland impacts during construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The road is designed with 20' if asphalt, headwalls, and without curb and gutter. These elements will help to minimize impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ?X No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c.
If yes, which mitigation option will be used for this
project? ? Mitigation bank
? Payment to in-lieu fee program

? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:

3b.
Credits Purchased (attach receipt and letter) Type: Choose one
Type: Choose one
Type: Choose one Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Makin a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form - Version 1.4 January 2009
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ? Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a . Does the project include or is it adjacent to protected riparian buffers identified ? Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan included? If no, explain why.
?X Yes ? No
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? 13%
2b . Does this project require a Stormwater Management Plan? Yes ? No
2c . If this project DOES NOT require a Stormwater Management Plan, explain why:
2d . If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The site to the south of the stream will drain into a detention pond with a 10' filter strip. Their will be a scour hole to the north of the stream to create
diffuse flow before entering the stream.
2e . Who will be responsible for the review of the Stormwater Management Plan? Johnston County
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this r9ject? Johnston County
? Phase II
3b . Which of the following locally-implemented stormwater management programs 0 NSW
apply (check all that apply): ? USMP
? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ?X No
attached?
4. DWQ Stormwater Program Review
?Coastal counties
?HQW
4a. Which of the following state-implemented stormwater management programs apply ?ORW
(check all that apply):
?Session Law 2006-246
?Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes ?X No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ?X Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 8 of 10
PCN Form - Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes X? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ?X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ?X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ?Yes ?X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater
enerated from
the proposed project, or available capacity of the subject facility. g
This project will tie into the existing sewer system that is operated by Johnston County.
Page 9 of 10
PCN Form - Version 1.4 January 2009
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
? ?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? ? Yes ? No
5c. If yes, indicate the USFWS Field Office you have contacted. -
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ? No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
? Yes ? No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ?X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
ncfloodmaps.com
Uvi' (G ?A??G S //2 6/0 9
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.) Date
Page 10 of 10
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DRAINAGE CALCULATIONS
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COATES GRADING AND HAULING-ASPHALT PLANT
JOHNSTON COUNTY, NORTH CAROLINA
JOHNSTON COUNTY
PO BOX 2263
SMITHFIELD, NC 27577
SUBMITTED BY: DEVELOPMENT CONSULTING SERVICES, INC.
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27529
[phone]
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ASPHALT PLANT
Stnrm nrainarrn

Inlet DA FDA
C
I (in/hr)
Q (cfs) Pipe
Size
Length
Hw
H
CB #1 1.65 1.65 0.8 8.5 11.2 24" 20' 0.9 0.1
CB #2 10.08 10.08 0.63 8.5 54.0 2-30" 16' 1.0 0.3
CB #3 0.38 0.38 0.8 8.5 2.6 24" 16' 1.3 0.4
CB #4 0.89 1.11 0.8 8.5 7.5 18" 64' 0.5 0.1
FES#1 4.44 4.44 0.41 8.5 15.5 24" 96' 0.3 0.1
FES#1A 0.3 4.74 0.8 8.5 32.2 36" 76' 0.4 0.1
FES#2 0.22 0.22 0.8 8.5 1.5 15" 88' 0.5 0.2
FES #3 0.38 1.49 0.8 8.5 10.1 24" 112' 0.5 0.1
HW #1 * 294.26 294.26 72" 44' 0.5 0.1
84" 44'
HW #2* 56.19 56.19 54" 46' 0.5 0.2

I- ---•y••?--• •^????y ???+ 1•I?+V vl 11ym1V1vkj1%,Q1 vvlltvUlA
Dissipators
Outlet @ Q (cfs) Pipe Size Slope Vel (fps) Dissipator D50
CB #1 11.2 24" 2.5% 4.5 4.5'x6'x18" 6"
CB #2 54.0 2-30" 3.1% 2.7 4.5'x6'x18" 6"
CB #3 2.6 24" 4.2% 10.0 4.5'x9'x24" 13"
CB #4 7.5 18" 0.5% 10.1 4.5'x9'x24" 13"
FES#1 15.5 24" 2.5% 7.5 9'x18'x18" 6"
FES#1A 32.2 36" 2.5% 6.0 4.5'x6'x18" 6"
FES#2 1.5 15" 2.7% 4.8 4.5'x6'x18" 6"
HW #2* 98.73 54" 1.0% 14'x27'x30" 23"
FES #3 10.1 24" 0.5% 12.0 4'x8'x24" 13"
HW #1* 423.1 72"&84" 1.0% 28'x65'x30" 23"
Asphalt Plant - DITCH PROTECTION
Street Name STA Da C I Q10(cfs) Slope Matting Type
From To
Commercial Offsets
* LT 14+00 15+75 0.39 0.45 7.22 1.27 0.75% unreinforced
RT 14+00 15+75 0.08 0.45 7.22 0.26 0.75% unreinforced
* LT 15+75 17+25 0.33 0.45 7.22 1.07 3.50% C350-Staple E
RT 15+75 17+25 0.08 0.7 7.22 0.40 3.50% C350-Staple E
LT 17+25 19+50 0.12 0.7 7.22 0.61 5.75% C350-Staple E
* RT 17+25 19+50 0.32 0.45 7.22 1.04 5.75% C350-Staple E
LT 19+50 HW-2 0.06 0.7 7.22 0.30 0.50% unreinforced
RT 19+50 HW-2 0.40 0.45 7.22 1.30 0.50% unreinforced
LT HW-1 HW-2 0.08 0.7 7.22 0.40 0.50% unreinforced
RT HW-1 HW-2 0.08 0.7 7.22 0.40 0.50% unreinfroced
LT 28+00 HW-1 0.13 0.7 7.22 0.66 2.90% C125
RT 28+00 HW-1 2.23 0.4 7.22 6.44 2.90% C350-Staple E
LT INT 28+00 0.14 0.7 7.22 0.71 1.50% C125
RT INT 28+00 3.13 0.4 7.22 9.04 1.50% C350-Staple E
* Analysis attached
HYDRAULIC RESULTS
Discharge Pedc Fbw Velocity (fps Area(sq.It) Hydrauli Normal
cls Period ,, l Radiusft De th rt
9.0 0.1 1.48 6.09 0.60 1.42
0350 fn-0.3001
S = 0.1500
ggotta I
ll Width. 001t 3.01
Not to Scale

Reach Matting Type
F y Analysis Vegetation Characteristics
d
Sorely FaG01
Remarka

Staple Pattern
Phase
Class
Type
De
nsity i

ess
M M 9
Straight 0350 Vegetation 2 C Bunch 50-75X
0.75
UNSTABLE
Clay
Loam 63.12 STABLE
aac!%i???pl Saeen
HYDRAULIC RESULTS
Discharge Peak flow elocity(fps) Aree[s411J NydraLA '
Olt Period lus Rad'uslltl Deplhlltl
h.1 I 0.1 1..._1.20 0.92 0.26 0.55
C350 fn-0.3001
S-0.3500
1
gghl.
? '•TOOIt 3.01
Widl
Not to Scale

Reach Matting Type
Sta6itilyAnalysis Vegetation Characteristics
Permissble
Cakulaled
Safely Factor
Remarks
Staple Pattern Phase Class Type Denstiy Shear Stress
(pd) Shear SGess
(ps8
Straight C350 Vegetation 2 C Bunch 50.75% 10.00 12.07 0.03 UNSTABLE
StapleE Sod Clay Loam 3.000 0.129 23.33 STABLE
Bart la Irk A,rseen?
HYDRA IC R U
Disc $&ge Peak Flow Veb* (fps) Area (sn.Itl HydrauHe Normal
cls Period hrs Radiu It De th ft
P.3 0.1 0.70 1.85 0.37 0.79
Unre'srforced Vegetation (n-0.300)
S -0.0750
g 1
1 1 Wid 9".7,00 it
Not to Scale

Reach Malting Type
Stabifty Analysis Vegetation Characterislics
Permissble
Cakuleted
Safety Factor
Remaks
Staple Paltan Phase Class Type Density Sheer Stress
(psfl Shear Seess
(PSI)
Straight Unreinlotced Vegetation C Bunch 50.75% 4.20 3.68 1.14 STABLE
Sad Clay Loam 0050 0.006 8.39 STABLE
naak to IrfLL Sunen
?I
?-O S 6ra.in5_ a-lAc? 406'diKS
Scow- l?b?e l Base, W)dJ44,=- 3 X Z =
a= 1,55 Cfrs

12, IP r-a p on scot,,, ko l e6 5 kaV be C lass (dso `
61 O(e??
SKIMMER DESIGN
SEDIMENT BASIN #
SEDIMENT BASIN VOLUME: 14.422
0.2:
0.1 6-
1000
N
SKIMMER ORIFICE DIAMETER:. 1"0
10000 100000 1000000
SKIMMER DESIGN
SEDIMENT BASIN # Zj3 4
SEDIMENT BASIN VOLUME: t12B
0.2!
4
1000
N
SKIMMER ORIFICE DIAMETER:. 7
10000 100000. 1000000
JUN-18-2009 10:27R FROM:DANIEL J BLILEY 919 934 8610 TO:7723437
P.2
0? WATF9 Michael F. Easley, Governor
O William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
j r Coleen Sullins, Director
Division of Water Quality
O -?
September 18, 2007
Dan Bliley
614 South Second Street
Smithfield, NC 27577
NBRRO#07-175R
Johnston County
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 213 .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Crossroads Development
Location/Directions: located southwest of the intersection of 1-40 and SR 1324
Subject Stream: UT to Pole Creek
Date of Determination: 8/15/07
Feature(s) Not
Subject Subject ;Start @ Stop@ Stream
Form
Pts. Soil Survey USGS
Topo
A X la A X X
B X
throu hoot X X
C X
D X
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Johnston County, North
Carolina or the most recent copy of the USGS 'topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property and is not subject to the
buffer rules. Features that are checked "Subject" have been located on the property and possess characteristics that
qualify it to be a stream and are subject to the buffer rules. There may be other streams located on your property
that do not show up on the maps referenced above but, still may be considered jurisdictional according to the US
Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director In writing c/o Cyndi.Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory (tearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.stale.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
Np" hCarolina
NaAma!!il
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
JUN-18-2009 10:27A FROM:DANIEL J BLILEY 919 934 8610 TO:7723437 P.3
Crossroads Development
Johnston County
9/18/07
Page 2 of 2
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150D of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Lauren C. Witherspoon
Environmental Senior Specialist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
N?ahCaroiinu
XMiM71111
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunlty/Affirmative Action Employer- 50% Recyded/10% Post Consumer Paper
JUN-18-2009 10:27A FROM:DANIEL J BLILEY 919 934 8610 TO:7723437 P.4

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/ a m ersec Eon o - - - - ~ . ~ ° I 0~°o4~,~ESSIO lf,~°o
/ ~ j ) I I ~ _ _ / / ~ and Commercial rkway. L. o 1 / / r - ~ ~ , I I , l 1 1 ~!cC~ Pale , N v p ~ SEAL ~
/ > ~ / / ~ \ \ / r ( _ \ 4 ~ R~ B. 26~'J3, 1Pg. 44 J ~ ~ = 2 .83 = - / 1 I I I I_ ~ ) ti \ D~ B. 149` P . 1 0- - - _ / ~ 1 ~s ~ 4. \ ~-P. B. 8 . P . 3 ~ 8 ®p ; _ ~ ~ r ~ \ g ~ \ ~ / 1 Pro~e°llee oz ~ ~ _ ~ ~ ~ ~ Inv- b~ 198.31.. 2.83
/ / _I ~ 1 ~ - / a ~ 4 ~ 1 / \ ~ r ~ / ~ I ~ \ 0 ~ \ - I \ . B. 1492 P- . 170 \ aF •c 1 \ \ 1_ 198.31 a ' 023728 ~ q ro., P ! - 0
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~ ~f ~ / / ~ I t ~ l / ~ ~ ~ o v n 1' 5.27 4 ~ tig`~ c Z O
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, \ ~ I/lCl~ll TY MAP
~ ~ \ / l l / ~ ~ / / ~ S~'~~.H-' f lnv Irk = 182.07 ~ ~e /60 a _ _ _ - I ~ N. r.s.
_ l o - 199.08 liv OuE - 1~9~0~ / / / / / / ~ ~ / / lnv In ~ 193.8 _ ° ° _ ' ~ I
r'. v 6~ 2: / NW >Y2'46 LF ~e ~"2OU°.... •"e \ - / - ~ In Q~}~' 1~ 3e ~ / OF 54" RCP
r' \ ~ / ~ f / ~ ji/ / / / eroent ®r.a7 s / `SS~1~ I / / Eas ' ~ ~
\ \ / ! y l l l \ _ `fi(ic Ut,1;ty ,N~ rN: 194.5 ~'op = 198e59 / ~ / / / ~ LfVEL SPREADER ) I', v ln =~189r98 • \ / / l / / / f ' p 1J L.F. W/7xT FOREBAY \ \ r ~ ~ ~ ~ ~ ~
- - / / 100 Neuse e. 5 / In~r Oue = 11#8.88 1 / , l l f ? an Buffer 2' Aba; - rNV our. t94.o \ ~
S'®?h Pl rat I c~ W ~ ml P er,~la p ~ GENERAL NOTES: w ~ ~
T = 209.38 „rm SS~IN ~ l - ~ SSA1N ~ ~ / i 20 Pub i r ' 0 ~ _ D. B. 261 Pg. 4 Q' ~ Z N
In !n =..201.98 - - = Ta - 2 1. "9 ® ~ ' 1` ~ 3 ~ ~ TaF\ 201.87 ~ ~ p ~ Ease en t ~ v ~ = 193.10 ~ ~ I~ t ~ 1. N R SHALL VBRIhY THB T/ Ode ALL. 1 NG o 0 o z , o r I t 1 ~ AND BHA RB R PONSdrB ANY A AGB r~ ~ ~
dnw Out = 201e94 , env In 1 4.~8 ~ \ !n Ir / 1 ~ - v = ~ 4.b'3 ~ ~ ~ Inv Oue - 193.08 r t Iro OJ ~ ~ \
\ / o ~ ~ ~ ~ I I ~ I R LILTING rF ~B H1S ACTBVlTI ..CALL AT/ON W _ w ~ ~
a ~ \ ~ / / ' i ~ ~ \ J i ` BB VICB;~ HOU OR 1~' BXCAVATIN. Q ~ z 2 ~
r \ \ ~ y ~ \ / ~ ~ ~ \ ` l ~ A N UCTION AND MATBRlALS SHA B 11~ A ANCB ~ v °o a ~
\ / ~ ~ To = 195e83 i ~ ~ ~ B ~?OIBN N LINTY. STANAR AND D'PBCIFICA~IONS'. w ~ ~ Z ~ ~ ~ ~
J C ` ~ . PHBCAL 1N1~ ATION AS P1E N C SURVBYS. ' ~ o a
_ p I \ !n !n(NJ - 188 ~ m ° - \ I I ~ (I 1 \ . NO N U ?0N ~HdEL ~B A D G D1NC PB 1T ~ v
° ` Inv In W - 189.1 ~ ° ~ >M %eASf w/?~a ~ ~ !nv ®ut - 18t~.87 \ I / ~ ~ r f ` ~ j I ~ 1~BtN 0 AiNBD FROL9 JOHN N U B IDN CDT G ~
e-a ~ ! 5. A VBPAY P~'HIT AND SUDDIV?S/0N 1N APP VAL UST.
® K pen / \ _ d orlon ~ t. ~ ~N~ \ ~1. \ \ / 'n e~ ~ r a \ ain / entfoq p ,av ~ ~ ~ 1 1SSAlN ~ ~ ~ I~ o ~ ~ / ~ 1 A/NBD ~R/OR N U ON.
~ \ owed ? ° ~ ' ave'ea o Top = ;192:8 \ / t ~ ~ , A 1GN ASP OF TB PLANS D'A PLY R/TN B
f \ ~ 4 t Inv ln~ = 188. 9 / / r ~ ~ / 1 e ~ ~ CUR !VC A~tDA SPBCI CATIONS R A `AND
/ N ~ Inv Out - 188.9 ( 1 \ `,ti, 'O J? ~ ~6 LF OF 24" N ~ $ I ~ 4 ~ 46(t. \ it : ~A / \ / /
1 ~ a~ LF Of 24' RCP ®41 ? ro, ~ ~ U ` 0 ~ / \ ~ ~ RCP ®2,57 C8k1(OUBCE 8QX7 / +0 ' ~ 1 ? ~ ~ ~ / roc: zo o G h""C ~ / - -f O ~ I ~ . NC SUBDIVISION A !Nl UH CON U OA?
~ tNV OU 199.5 / / s- S SSA. SEW~R Y AN Ur C DOUBLE 80X) / e ,,y . ~ p e 1 " Q SSA91t I I ~ ANA ®AND LILY ON RB N RIVBRAY ACC... TA
\ ro~zo: - - - ~ Gravel CB~a qy ~ ~terli~ ~ ~ _ rop ~ -lv..87 ~ ,NV our.•1o . , r o4.a~ ~ W @ est ~ o ~ l v..87 Top = 192.1 + l ND H A L?NA HI A z
~ ~ ~ ^ ~ / ~SUrfa~CC V OUT,• 200.8$~'L ~ r~ i 9e ~ iln - ~ r / / ! rrP a d ohm pQ' e/ _ Inv tem = 185 62 / T. N ILL B INrE AT THB TI B RIVB AY PB IT
~ - _ ~ / / ~ ~ / , / / ? MJ~ . 1N:1(~J.5 P p ~ / In~ n - /18Ve71(~~ ~ - ° - - ~ ,i / RIM:~0~.04 ~ 4~sphal!~ \ ~ ~ a ®u~~ = 188.38 ~ /f 88.410 Inv Out = 1 5.57.. ~ APP CATION IS° SUS?IITTBD t~' A N R ANY NBr~ o E - L98.38 SS 1 P VHB HILL SB U! ~ U
~ , INV~O(fT,• l9 04 ~ , I In ~ ~ / "l I
i ° - - ~ r , / / 1„ M a \ ~ ~ Ares ' \ \ \ ® r J °'•84 r ~ d ~ d. AN APP VBD BANS' OP B BNCY B T/ON ~U3T r~r~ PROVID ~ o r Inv 1 ~ FI DEPART ENS" ACC TO ~N~ lYACI T1P UGH TB F
a v > / Ix'er s
/ ~ Nell.., °v° \ 1 ~ ` L ti Rest ~ I \ SS~lII t~tv OerL = 1..38 ~ ~ \ L. ~ U G COAITACT THB D-E1 Pl DEPART BNT PDR z
1 X52 Pg. 705 . a ~ - - _ _ / / ~ I 0 ~ \Co s~io~a ~ I 1 Top = '192.57 _ ~ ~ - ~ - - _ 0 ti . ~ Q _ r \ ~ r S 1~'ICATIONS ON A BAY X 0 8' B ' THE PIRB ` ~ x
M eria 0 \ ~ 1 ~ ~ ~ ~ ~ 1 Ind .h - 188.97 ' ~ - \ / _ _ ~ tae SIQe \ \ \ _ _ - - \ L ~ Q~! v Out - 188.95 #.97 \ A HA ~1TH T O _ONS. ~
98.95 Ens , ~
_ urn A ~ ~T 5,~~1! \ 'l ~ / SITE DATA
1 flail / \ f ~ \ \ / _ _ ~ ~ ~ ~ ~ , , ~ ~ / / / / / / \ ~ ~ Inv ~ TOp `=,191.11 ,W ' E! PIN 162400-90-6944
l l LPG .r., e ' i \ ~ ~ n M1 ? \ \ IhV IPl = ls~:[~ / I C ZONING: AR & 1H1
_ _ soy - - _ ~ ~ ~ / / / -7 /,1-,. ~ Inv ~ `Itav t~ = 18 . / / 1 DEED BOOK 1495, -.PAGE 283
f l r ~ S`rface e \ - ° i ~ _ ~ X20 ~i'\. IYc tiraYn6 ~ / / / /I / ~ ? ~ ~ lI1v~0U x~ft S/ ~ TOTAL AREA IN TRACT = 25,22 ACRES K ` TOTAL NUMBER OF LOTS = i 6
'rte / 1 . ~ ~ \ g ~ ~ \ - - - - - \ / m:2rt e~11~P12t/a5"'n,~ / / / ~ ~ \ ` _
I . - - - - \ \ Nit r 1 low \ \ `
EIS _ ~ ~ ~t \ ® \ ~ / / / / / r1 i ~ ' \ ~ ~ EFK \ ~ W ~
s , _ \ / r
. , \ ~ \ 1MPERV/OUS !N l/EN TOR Y U~
f ~ \ ROAD 42,127 SF
/ ~ ~ Pub is Draina e ? ~`0 ff ~ ~ PARKING 28, 773 SF GRAVEL 106,436 SF
° ~ STRUCTURES 11, 714 SF
/ _ ? 6 \ a ` ~iYidth Varies. r ' \ ~ ~ ® ; 1 \ ~ TOTAL 189,050 SF(17.2 9)
/ O W
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/ /
/ I EIP ~ ` ~ \ \ P Pr€ U B r~B REVISIONS:.
/ s`~ R ONBD TO l- SLID.
_ w / EXlstlnyv ~ T~ Cut~e~6: lB~Cr ~ / 6x8" IAPPIN S1E£VE Qemetery ~ base Lot \ A
V D. B. ~ 10. P . 9~7 t / l EIP ~ e ~ ~ 0 \ ~
/ 11 , ~ ~ NOTE E. EFERENCES: 0'7 /0'7 / 0 9
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- \ ~ / f ®p, J / ~ \ S fi streeC intersections as T~ R 44, PAGB 1 SCALE:
~ f \ shown hereon. P / ~ / nJ o~ ~ P K I, PACB 5
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\ / / / I / / / ~ / ~ ,,1 / DRAWN.. BY:
/ ~ ~ < / Q' / r° / ; e7x gyp.,,, ~ ~ r ! . \ ~N MUST J.D.H.
I / ~ M / l ~ ~ NOTE.
1 / / / ® This tat is a construction fan cover s. ~ / / ~ l / P p i / i ~d / ~ ( - -0asam n cover sheet only. ~ G~\ I Cp
\ / l / , ~ _ It does not conform to G.S.47 3 - ~ f / Cu/der / EP J ~30 as amended ~J 1L TY p~NFp DATE: o
~ llerr~e / / ~ 1 nd Is not intended for sales or record ~r recordation. ~ TF ~ 01/26/09
D. fl. 1594 Pg; 260 / o / / ~ Uue to the generalized nature of this pi of this plat,-the ~ v v~~4~ C~
/ / / / ElP y ~i/ / / \ l ~ / / ~ / l - IoCs shown may or may not represent a present actual lot ~ ~ ~ ~ ~ ~ ~ ' ~ ~ PROJECT NO.
~ ~ / % ~ / / ! I y / layo t. Refer to recorded subdivision pia / i ? / 1 'vision plats for ~ w t D
i ~ ~ , / I final of dimensions and acreages. yes. ~ 2 , rn
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CONSTRUCTION SEQUENCE N TS
.DETENTION POND . ELEV. 201 EL, 202 EMERGENCY SPILL4UAY o ~ a LE V, 201 EL. 201 ~
1. Insure the site ~s stabilized and confirm with the Enviromental . `~h. ~y~ O
Engineer, DENR 791-4200. 198 ELEV. 198.5 198 gg
ASPHALT PLANT POND PLANT LIST 199 ~
2. Install detention .ponds as shown on the approved plan. Clear
ME COMMONNAME' SIZE ROOT UAN. REMARKS n r o install these devices, Seed an disturbed KEY BOTANICALNA Q only as ecessa y t y ,o' vECErAren sh 10' VEGETATED SHELF ELEV. 1 95 10' VEGETATED SHELF 10HQV 10H~1V
i~ ar as outside of the and as a result to the installation of the 1oH4V IB Ilex labra Inkbe 36 Ht. CONT, 12 e p
' ' Marsh Hibiscus ' 18"-24" CONT, 19 detention ponds. MH Hibiscus moscheutos
. Gloss abelia 18"-24" CONT. 21 GA Abeha drflora RETENTION DETAIL
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LEVEL SPREADER CONSTRUCTION SEQUENCE
® A 1. .SITE MUST BE STABLIZED BEFORE INSTALLATION OF LEVEL
I ,r ~ e SPREADERS SHALL TAKE PLACE. CONFIRM WITH WAKE ~ ~
, ~ COUNTY ENVIRONMENTAL ENGINEER. ~ Z
'~,1. ~ ® ~ 2 VERIFY THAT EXISTING CGNTOURS ARE PARALLEL. TO LEVEL a
~ ~ SPREADER LOCATION SHOWN ON THE PLANS, SLOPES O
- , DOWNSTREAM OF LEVEL SPREADER ARE LESS THAN 6~ AND
~ THAT NO DRAWS ARE LOCATED. WHERE LEVEL SPREADER WELL DISCHARGE. IF ANY OF ABODE NOTED CONDITIONS EXIST, ~ ~
LEVEL SPREADER MAY NEED TD 8E RELOCATED. W ~ H
3. INSTALL LEVEL SPREADERS AS SHOWN ON THE APPROVED
L_ - i PLANS. CLEAR ONLY AS NECESSARY. SEED- ANY DISTURBED
6 r AREAS IMMEDIATELY AFTER INSTALLATION. IT IS p Z
.RECOMMENDED THAT SOD BE INSTALLED IN CHANNEL TO
0 f ~ f ~ REDUCE EROSION ISSUES. a ~ ~ 4. INSURE THAT LEVEL SPREADER IS INSTALLED AT A GRADE NO 0 F
8 .F STEEPER THAN 0.05 TO ENSURE. UNIFORM FLOW OVER LEVEL W H ~
/ ~ \ ~ / ~ ~ SPREADER LIP. W ~ O
• ' I ~ 1 t L U
- ~ , , NOTE: IF LEVEL SPREADER !S INSTALLED 1N A FILL SLOPE, SOIL ~ ~ Z
a ® ~ ti ~ ~ SHALL 8E COMPACTED TO 95~ OF STANDARD PROCTOR TEST
/ 0 / ~ LEVELS PRIOR TO INSTALLATION AND `SEEDING. ~ ~
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NOTE:
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\ / / / i ~ S / / P ~ DRAWN BY:
\ ~ / / ® ? ~ / ~ / i ~ i f `~N MUST C0 J.D.H.
~ \ ~~JG ~~(1LITY p~~F~~ DATE:
\ / ~ / / ~ / I / r---_ ~ J~ ~L
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BEWREYOUDIGI
ONE-CALL CONTACr m
1-800-632-4949
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