20080867 Ver 1_401 Application_20080508

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Office Use Only: Form Version March 08
USACE Action ID No. DW No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
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 Express 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: _
R r::3 r,-\ s E-' " , , 4'.
L Applicant Information
1 IiiAY `. C.i 08
1. Owner/Applicant Information , n
Name: Crossroads Development Co.
Mailing Address: 12400 NC Highway 50 North
Willow Spring, North Carolina 27592
Telephone Number: 919-894-7936 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: Daniel J Bliley -
Company Affiliation: Daniel J Bliley„ Soil & Land Use Consultant Inc
Mailing Address: 614 South Second Street
Smithfield North Carolina 27577
Page 6 of 6
Telephone Number: 919-934-8610 Fax Number: 919-934-8610
E-mail Address: [e-mail]
1. 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: Millstone Ridge Subdivision
1. T.I.P. Project Number or State Project Number (NCDOT Only):
1. Property Identification Number (Tax PIN): 161400-26-6661 161400-15-8119 161400-24-
1812
Location
County: Johnston Nearest Town: Benson. NC
Subdivision name (include phase/lot number): Millstone Ridge. Sections 1 & 2
Directions to site (include road numbers, landmarks, etc.): NC 210 west of Johnson's
Crossroads to Pleasant Grove Community Center. Property is adiacent to the community
center extends north about one-half mile Un-named branch (buffered) cuts through the
property Northeast section of the property is bordered by Hook's Branch.
1. Site coordinates (Lat/Long or decimal degrees):35 523 N 78.621 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.)
1. Property size (acres): 123.44
1. Name of nearest receiving body of water: Hooks Branch - Black Creek
1. River Basin: Neuse -
Page 7 of 7
(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/.)
1. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Sections 1 & 2 a mixture of fallow cropland and woodland
age 10 years or older The streets have been constructed in section 1.
1. Describe the overall project in detail, including the type of equipment to be used:
Residential Subdivision Standard equipment used for the construction of residential
subdivision roads and streets.
1. Explain the purpose of the proposed work: To develop the property into residential building
lots with open space.
L 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. None
L 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.
None anticipated
L 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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
Page 8 of 8
should 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: Wetland and stream impacts for
construction of subdivision streets sediment and erosion structures and storm water
structures.
Individually list wetland impacts. Types of impacts include, but are not limited to mechanized
clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list
;mnante Am-. to tenth ctmct»re and flooding-

Wetland Impact

Site Number
(indicate on
map)

ype of Impact

Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year

oo?
(yes/no)
Distance
to Nearest
Stream
(linear
feet) Area
of
Impac
t
(acres
)
A Grading Fill Forested Drainageway No 300 ft. 0.059
B Grading Fill Forested Drainageway No 200 ft. 0.073
C Grading Fill Forested Drainageway No 400 ft. 0.090

Total Wetland
1. List the total acreage (estimated) of all existing wetlands on the property:9.559 acres
individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Page 9 of 9

Stream Impact
Number
(indicate on
map)

Stream Name

Type of Impact
Perennial
or
Intermitte
nt? Average
Stream
Width
Before
Impact
Impact
Length
(linear
feet) Area
of
Impac
t
(acres
D Unnamed Culvert Riprap Perennial 2 ft. 107 0.004

Total Stream
1. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
all ,. ,..+:.,., .iro.ir4",t flnnrlino drninaaa hllllthimdq etc-
IM, Area
Open Water
Type of Waterbody of
??
Im Name of Waterbody Type of Impact (lake, pond, estuary, sound, bay,
t
t
Site Number (if applicable) ocean, etc.) (acres
(indicate on map)

Total Open
1. List the
cumulative impact to all Waters of the U. S. resulting from the project:
Stream Imt)act (acres): 0.004
0.222
Onen Water Imnact (acres)-
0.226
Total Stream Imnact (linear feet)7 107
Isolated Waters
Do any isolated waters exist on the property? Yes No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only applies
to waters that have specifically been determined to be isolated by the USACE.
Page 10 of 10
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
L Impact Justification (Avoidance and Minimization)
Expected pond surface area:
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. Subdivision was designed to
minimize impacts to wetlands and streams Streets are located along well drain interstream
divides Individual building lots are designed to be located in or have substantial areas located in
well drained areas to allow for the house placement, for septic aystem drainfield installations and
for the location of anny accessory features Impacts to wetlands and streams were planned only
where absolutely necessary for practical development of the property The majority of wetlands
and stream areas are included in non-impact areas (open Space) within the subdivision.
L 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 January 15, 2002, 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
Page 11 of 11
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 NCEEP 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/strmp,ide.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.
1. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http //h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP 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):
L Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/statellocal) funds or the use of
public (federal/state) land? Yes No
2. 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)?
Page 12 of 12
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
3. 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
L 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify
_)? Yes No
2. If "yes", 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. Required
Zone* uuaarre ?)
(sq Multiplier

Nfifigation
1 5,750 3 (2 for -
2 2,446 1.5 -
Total 8196
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
L Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Page 13 of 13
1 1
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. See attachment for impervious surface
calculations Impervious surfaces include the proposed dwelling roof surfaces, concrete driveways
and street pavements Total impervious surface acreage = 20.09 acres. Percent impervious
surfaces = 20.09/123.44 = 16.27%
L 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.
On site sewage disposal using septic systems on the individual building lots.
L Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes No
Is this an after-the-fact permit application? Yes No
L Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development which could impact nearby downstream water quality? Yes No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr. state. nc.us/ncwetlands. If no, please provide a short narrative description:
L 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).
Page 14 of 14
.
?;?CecL rl4/d
w )rpplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 15 of 15
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IMPERVIOUS SURFACE CALCULATIONS
STEETS
Total Street = 10,500 linear ft.
9,485 linear ft. X 20 ft pavement = 189700 sq. ft. = 4.35 acres
1,015 linear ft. X 35 ft. pavement = 35.525 sg. ft. = .81 acres
TOTAL STREET ACRESGE = 5.17 ACRES.
DWELLINGS
Total Dwellings = 107 (3,000 sq. ft. footprints) = 321,000 sq. ft. = 7.36 ac.
Driveways =107 (975 sq. ft. each) = 104.325 so. ft. = 2.39 ac.
TOTAL DWELLINGS = 9.75 ACRES.
TOTAL IMPERVIOUS SURFACE =14.92 ACRES
TOTAL IMPERVIOUS SURFACES = 5.17 + 14.92 = 20.09 ACRES
TOTAL ACREAGE = 123.44
PERCENT IMPERVIOUS SURFACES = 20.09/123.44 = 16.27 %
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LEVEL SPREAD AND SCOUR HOLE DESIGN
MILLSTONE RIDGE
JOHNSTON COUNTY, NORTH CAROLINA
SUBMITTED BY: DEVELOPMENT CONSULTING SERVICES, INC.
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27529
[phone]
CA66
W-1 023728
ISO
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HWEHR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
Ibis bm must be Md out, prided and subrnftd
For Level Spreaders Receiving Flow from it* Draw Area
Drainage area
tr pwAous surface area
Percent Unpervlous
Rational C 0018111018111
Peals flow from the 1 tailor storm
Time of concentration
Rainfall ird811si1y,10-yr storm
Peak flowfrom the 10-yr storm
Whore Does the Level Spreader Discharge ?
To a bWs*dm CW
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer t haracteriadon (If applicable)
Width of grew
Winth of donee ground cover
Width of wooded vegetation
Total width
Slope ((rom levy lip to lo top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of WA Ip needed per cis
Answer -r to one of the following:
Length based on 1118 1 in/hr storm?
Length based on the 10-yr, 24-hr storm?
Length based on the BI4P dis01orge rate?
Design flow
Is a bypass device provided?
15,682: : fP
:fe
0.33
0.55..: .
0.1980mi cis
min
7:22 eUly
1.4295WM cis
(Yorm
:„-"- N--?-•-?(Y or N)
7 (Y or N) Please complete filter strap characterization below.
?ft
0 It
50 it
7.5 %
'N. (YofN)
OK
10 sg It OK
13 tt101s
N. (Y or N)
Y : (Y or N)
N (Y or N)
:..1.43: ' cfs
N (Y or N)
A bypass device is not needed.
Fom1 SW401d.evel Spreader, FlOw Slrlp, Restored R02isn BuftrAev.2 Puts 1. and II. neso awmary, paps 1 of 2
Length of the lave[ lip
Are level spreaders in series?
Bypass Channel Design (If applicable)
Does the bypass discharge through a wedand?
Does the channel enter the stream at an angle?
Mansions of the channel (see diagram belaw):
M
8
w
y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material

19 It Level spreader length OK.
N (Y or N)
(Y or N) Do not complete this section of the worksheet.
Do not complete his section of the worksheet.
Do not complete this section of the worksheeL
ft Do not complete this section of the wofthesL
ft Do not complete this section of the worksheeL
A Do not complete this section of the wodksheet.
A Do not complete this section of the worksheet.
CPS Do not complete this section of the worksheet.
Do not complete this section of the w*Aeet.
t :-- -----.... Y -----------. t
M M
l B
Form SMOI.Level Spreader. Farr Strip, Reslorod Rlpmlen Buffer-Rev.2 Parb 1. mid a. Design 8ummay. pope 2 of 2
Avi
H=HR
S <
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filed out, and sob aftd.
For Level "ders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefraent
Peak flow from the 1 in1hr storm
Time Of concentration
Rairdall intensity,10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader DtsdmW?
To a biorelentlon cell?
To a wefland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Marian Buffer Characterh adon (If applicable)
Width d grass
Width of dense ground cover
Width d wooded vegetation
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level spreader Design
Forebay surface area
Feet of level lip needed per ds
Anmm'Y' to one Of the following:
Length based on the 1 inft storm?
Length based on the 10-yr, 24-hr storm?
Length based on the BMP dischwge rate?
Design flow
is a bypass device provided?
54;450 -its
16,000 itz
0.28
0,45 :; .
0.5625 ds
min
7.22 in/hr
4.06125 cis
N : (Y or N)
`:..?. .' :(YorN)
Y (Y or N) Please complete flter strip characterizMbR bsiOw.
OK

0? ft
50 ft
6.5 `96
-N T (Y or N)
30 >'! `sgft OK
13 fNds
A bypass device is not needed.
N (Y or N)
Y (Y or N)
T(Yar N)
4.08 ds
N _ (Y or N)
Form SW401-Level SpraWw, PBEer SkV, Rosbx" R"W Buffer-Rev.2 Parts 1. and II. Do*n Summary. page 1 d 2
Leath of the level tip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enterthe dream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel fining material
53 It Level spreader length OK.
N .(Y or N)
(Y or N) Do not complete this section of the worksheet
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
It Do not complete this section of the worksheet.
It Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
It Do not complete this section of the worksheet.
-CIS Do not complete this section of the worksheet.
Do not complete this section of the worksheet.

1 i - Y ..-----•----.? 1
M M
4 B i
Fan SW401-level Sproeder, Filer SKIP. Restored Rhparlan Bumor-Rev.2 Paris 1, and 11. Design Summary, papa 2 d 2
WDENR
5
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form mud be Od out, prirr8ed and wbr?ralt d.
For Level Spreaders Receiving Flow From a BMP
Type d BNP
Drawdowm Now from ft 9MP
For Level Spreaders Receiving Row from the Drainage Area
Drainage area
Impervious slaiace area
Percent Impervious
Rational C coeiNdent
Peak flow from the 1 irdhr storm
Time of concentration
Rairdall Intensity,l0-yr storm
Peak flow from the I" storm
Where Don the Level Spreeder Discharge?
To a blorWentlon cel?
To a wetland?
To a filter strip or riparian buffer?
Otter (spedfy)
FlIW Strip or Riparian Buffer Characterization (If applicable)
Width of grass
Width of dense ground cover
Width of wooded veg"on
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level spreader Desi$r
Forebay sufiacs area
Feet of level lip needed per cds
Answer 'Y to one of the following:
Lertgih based on the 1 IrA r slomn?
Length based on the 10-yr, 24-hr storm?
Length based on the 8MP discharge rate?
Design Now
Is a bypass device provided?
Cf3
11,326 fe
4,530 ftZ
OAO
0,143005051 cis
min
7;22.:. lydtr
1.032496465 CIS
(Yorm
.'(Yorm
.. Y. (Y or N) Please complete Oiler s* characterization below.
OK
0' : It
50 ft
0: It
50: it
7 %
N (Y or N)
10 - sg it OK
13 ftlcfs
A bypass device Is not needed.
N (Y or N)
Y :... ; ... (y or N)
N . (Y or N)
....1.03 cis
N (Y or N)
Form SYW014Level Spreader, Filter Strip, Restored Rourien Sugar-Rev.2 Parrs 1. and II. Design Summmy, page 1 of 2
Length of the level Up
Are level spreaders In series?
Bypass Channel Din (If applicable)
Does the bypass discharge ttuough a wetland?
Does the channel enter the stream at an angle?
Dimensions of the dlannel (see diagram bed:
M
B
w
y
Peak velocity in the channel during the 1 Gjr, 24-hr sbmr
Channel lining malarial
14 ft Level spreader length OK.
N .. (Y or N)
(Y or N) Do not complete this section of the worksheet
Do not complete this section of the worksheet.
Do not complete ihls section of the vrork:W.
ft
Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
fl Do not complete this section of the worksheet.
fl Do not complete this section of the worksheet.
-. ds Do not complete this section of the worksheet.
Do not complete this section of the worksheet
•
• ur

i
............. Y
- - -----?
M M
13
Perm SMM-Level Spreader, FRW SW. Rosbrad RywM eiMNOW2 PSft I. and A. Dngn Summary. Pope 2 of 2
".
AILA-Srbpar- Zt>4c?
.S'.wE dwit o l

brMV.M'-41L Z. jC a(
015.

Routine Wetland Determination
DATA FORM 1 (Revised)
WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual
Project/Site: Millstone Ridge Subdivision Date: May 19, 2008
Applicant/owner: Crossroads Development Co. County: Johnston
Investigator(s): Daniel J. Bliley State: NC
S/T/R:
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:
Explanation of atypical or problem area:
VEGETATION
Dominant Plant Species "Stratum Indicator Dominant Plant Species "Stratum Indicator
Prunus Serotinia can FACU Quercus Nigra can FAC
Acre Rubrum can FAC Pinus Taeda and FACW
Comus Florida and FACU Ilex Opaca can FAC
Liquidambar Stracifula can FAC Sassafras Albidum and FACU
Nyssa Silvatica and FAC Vaccinium Combosum and FACW
Carya Cordiformis can FAC Pterdium Aquilinum and FACU
HYDROPHYTIC VEGETATION INDICATORS:
% of dominants OBL, FACW, & FAC: 90
Check all indicators that apply and explain below:
Visual observation of plant species growing in ? Physiological/reproductive adaptations
areas of prolonged inundation/saturation ? Wetland plant database
Morphological adaptations ? Personal knowledge of regional plant com munities
? Technical Literature ? Other (explain)
I Hydrophytic vegetation present? Yes X No I
Rationale for decision/Remarks:
HYDROLOGY
Is it the growing season? Yes X No
Based on: ? Soil temp (record temp)
? Other (explain)
Depth of inundation: 0 inches
Depth to free water in pit: +24 inches
Depth to saturated soil: +24 inches
Water Marks: Yes X No Sediment Deposits: ? Yes ? No
on
Drift Lines: yes X No Drainage Patterns: Yes X No
Oxidized Root (live roots)
Channels <12in.: Yes XNo
FAC Neutral: ? Yes ? No
Local Soil Survey: Yes X No
Water-stained Leaves:
Yes X No
Check all that apply & explain below: Other (explain):
? Stream, lake or gage data
X Aerial photographs
? Other
Wetland hydrology present? Yes X No
Rationale for decision/remarks:
UPLAND SITE
SOILS
Map Unit Name (Series and Phase) : Gilead Sandy Loam
Taxonomy (subgroup) Acquic Hapludult
Drainage Class - Moderately Well
Field observations confirm mapped type? X Yes ? No
Profile uescri ion
Depth Matrix color Mottle colors Mottle Abundance/ Texture, concretions,
(inches) Horizon (Munsell moist Munsell moist Contrast structure, etc.
0-8 Ap 10YR 4/2 Sandy Loam
8-12 E 10YR 6/4 Sandy Loam
12-18 Bt 10YR 5/6 Sandy Clay Loam
18-36 Bt 10Y 5/6 10YR 7/2 C2d Clay Loam
36-60 BC 10Y5/6 10YR 6/4 C3d Sandy Clay Loam
Hydric Soil Indicators: (check all that apply) ? Matrix chroma 5 2 with mottles
? Histosol ? Mg or Fe ConcretionsX
? Histic Epipedon High Organic Content in Surface Layer of Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on National/Local Hydric Soils List
Reducing Conditions ? Other (explain in remarks)
Gle ed or Low-Chroma Colors

Remarks:
UPLAND SOIL
Wetland Determination
Hydrophytic vegetation present? Yes X No
Hydric soils present? Yes X No
Wetland hydrology present? Yes X No
Is the sampling point within a wetland? Yes X No

Remarks:
NOTES:
Routine Wetland Determination
DATA FORM 1 (Revised)
.... ?.._._ aw?_u_ _.a n..c......?:.... 6A?....?I r,1027 rtnrnc Watinnri r1P_IinP_atinn Manuall
Project/Site: Millstone Ridge Subdivision Date: May 19, 2008
Applicant/owner: Crossroads Development Co. County: Johnston
Investigator(s): Daniel J. Bliley State: NC
SIT/R:
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:
Explanation of atypical or problem area:

VEGETATION
Dominant Plant Species 'Stratum Indicator Dominant Plant Species *Stratum Indicator
Nyssa Silvatica can OBL Clethra Aliniafolia and FACW
Acre Rubrum can FAC Vaccinium Combosum and FACW
Quercus Phellos can FACW Ilex Opaca and FAC
Betula Nigra can FACW Smilax Laurifolia and FACW
Persea Barbonia and FACW Arundinaria Gigantea and FACW
Sambucus Canadensis and FACW Osmunda Cinnamomea and FACW
HYDROPHYTIC VEGETATION INDICATORS:
% of dominants OBL, FACW, & FAC: 90
Check all indicators that apply and explain below:
X Visual observation of plant species growing in ? Physiological/reproductive adaptations
areas of prolonged inundation/saturation ? Wetland plant database
X Morphological adaptations ? Personal knowledge of regional plant communities
? Technical Literature ? Other (explain)
Hydrophytic vegetation present? X Yes ? No
Rationale for decision/Remarks:
HYDROLOGY
Is it the growing season? X Yes ? No Water Marks: X Yes ? No Sediment Deposits: ? Yes ? No
on
Based on: ? Soil temp (record temp) Drift Lines: X Yes ? No Drainage Patterns: X Yes ? No
? Other (explain)
Depth of inundation: 0 inches Oxidized Root (live roots) Local Soil Survey: X Yes ? No
Channels <12 in.: XYes El No
Depth to free water in pit: 6 inches FAC Neutral: ? Yes ? No Water-stained Leaves:
X Yes ? No
Depth to saturated soil: 2 inches
Check all that apply & explain below: Other (explain):
? Stream, lake or gage data
X Aerial photographs
? Other
Wetland hydrology present? X Yes ? No
Rationale for decision/remarks:
SOILS
Map Unit Name (Series and Phase) : Bibb Sandy Loam Drainage Class poorly
Field observations confirm mapped type? X Yes ? No
Taxonomy (subgroup) Typic Fluvaquent
Profile Descri ion
Depth Matrix color Mottle colors
inches Horizon Munsell moist) (Munsell moist)
Mottle Abundance/ Texture, concretions,
Contrast structure, etc.
0-8 A 10YR 2/2 Sandy Loam
8-12 E 10YR7/2 Sandy Loam

12-24 B 10YR 7/2 10YR 6/6 csd Sandy Loam

24-48 BC 10YR8/1 10YR6/4 C2d
----- Sandy Clay Loam
48-60 C 10YR7/1 --TlOYR 6/4 C3d Sandy Clay LOam
r
Hydric Soil Indicators: (check all that apply)
? Histosol
? Histic Epipedon
? Sulfidic Odor
X Aquic Moisture Regime
X Reducing Conditions X? Matrix chroma < 2 with mottles
? Mg or Fe ConcretionsX
X High Organic Content in Surface Layer of Sandy Soils
? Organic Streaking in Sandy Soils
X Listed on National/Local Hydric Soils List
? Other (explain in remarks)
X Gle ed or Low-Chroma Colors

Remarks:

Wetland Determination
Hydrophytic vegetation present? X Yes ? No
Hydric soils present? X Yes ? No
Wetland hydrology present? X Yes ? No
Is the sampling point within a wetland? X Yes ? No

Remarks:
NOTES:
May 05 2008 4:26PM Lester Stancil & Rssociat 919-639-2602 p.2
?0F WAT6-1 ) Michael F. Easley, Governor
\Q C. William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
r -
Alan W. Klimek, P. E. Director
O "C Division of Water Quaity
July 10, 2007
Staneils & Associates, PLS, P.A.
98 E. Depot St.
P.O. Box 730
Angier, NC 27501
Attn: Lester Stancil
BASIN:
NBR# 07-131
Johnston County
Neuse River X Tar-Pamlico
(15A NCAC 2B.0233) (15A NCAC 2:3.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Millstone Ridge
Location/Directions: located off of NC Hwy 210 near Johmsons Crossroads
Subject Stream: UT to Hooks Branch and Mill Branch
Date of Determination: 6/21/07
Feature(s) Not Subject Start @ Stop@ Stream Soil USGS
Subject Form Pts. Survey Topo
1 X West of SR X X
1318
approx. 200
linear feet
2 X Right of way X X
3 X Throughout X X
property-
4 X Pond end at X X
oran e fl
5 X X
6 X throu out X X
Note: Please refer to Millstone Ridge map including the 06126/07 revision LJPG-591 P
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
`riot Subject" has been determined not to be a stream or is not present on the property. Features that are checked 26=r
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet n2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]IS 1-877.673-6748
An Equal ORpoRunity/Aftirmat!m Anon Empbyer - 50% RwidWMO% Poet Consumer paper
Mati 05 2008 4:26PM Lester Stancil & Rssociat 919-639-2602 P.3
Millstone Ridge
7/10/2007
Page 2 of 2
other streams other streams located on your property that do not show up on the maps referenced above but, still
maybe 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
erists 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 "exerapts" a surface water from the buffer rule nary ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made In a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 1508 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 (ownertfuture 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)-733-17K and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
t Michael ors
Environmentsl Spec. I
CC: Shandra Coats-. Johnston County Government, P,O. Box 1049, Southfield, NC 27577
Jamie Shern-US Army Corps of Engineers, Raleigh Regulatory Office
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 230, Raleigh, NC 27604
File Copy
Central Files
JVag
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone]a Cush ma Scrricc
hemet: h2o.enr.staie.ntus 1628 Mail Service Censer Raleigh, NC 27699-1629 FAX [phone]
An Equal OpportunilylAtfirmative Amon Employer- 50% Recycled10% Pant Consumer paper
May 05 2008 4:26PM Lester Stancil & Associat 919-639-2602 p.4
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May 05 2008 4:28PM Lester Stancil & Rssociat 919-639-2602 p.
May 05 2008 4:33PM Lester Stancil a Rssociat 919-639-2602
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Mai 05 2008 4:34PM Lester Stancil & Rssociat 919-639-2602

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Preliminary Subdivision Plan
/ Millstone.,rRidge
Pleasant Groee Tonnship d01neton County Ni
scale: I" = 200, Zoned: AR Date: 1o-24-016
. Pw m NC P1Af: 1614-16-4474, 1614-28-3534, 1814-04-8481
1814-14-4643, 1614-15-8118, 1814-24-1812, 1814-14-1894
and 1814-38-4ZP8
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AMPARm Pr
11 STANCIL & ASSOCUTS'S
1 •?l?dst?? P8AFS4M0/YAL LM 57/SVBYOR, P.A.
M W Depot Street, P.O. Bar y80, meter, Mr- P7Mj
i se l e tr rs-la-oe (910) 0"-2133 (919) AV-M2 (FAX)
• Ol-lt-aT
• el?_ep O'?nCl3
Stacy B. Penny
Idell S. Penny
Boa IOSf flnseah 13348 NC BIrY 210 North Antler, NC 27501 919-M4-4515
I Mae.
f Crossroads Development Corporation
IZ400 NC "r 50 Aw th #Wow Spring. NC 8759E DI9-8'8a-V70X
/(?/) ?velopere
Crossroads Development Corporation
12400.4r AWY 50 Beorta lNtllflr 8priag AV 8=92 919-4WO-OM
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and IS trot tatended far falatf or reeardatlom
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late shown may ar maayy mt repreaeet actual lot
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May-O?-,?8 12:45P Daniel J_ 131i1Oy
May 7, 2005
US Army Corps of EnFO s
3331 HaRaNe Trade D"ve
Sbitc 105
wake romt,13otth Cgroitna 27587
919 934 6610
To Whom it May Conoctn. to caadod held
C toads DcvelopxncrK 8taM for the US Army Corps °(Eg S&dWisim located
inspections of sttWns and wetlands UP the proposod 3ectim li of Ma wme Rid ? in Chorch Road north of NC 210 about omhxW 1=lc can of the 919.9344610) re8 the coordiastion of
DgnW j. WCMM Job
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