20090554 Ver 1_More Info Received_20100205

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ON
February. 5, 2010
NC DWQ 401 /Wetlands Unit
1650 :Mail Service Center.
Suite 250
Raleigh, NC 27699-1650
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1906 Nash Street North Wilson, NC 27893-1726
Phone: [phone] Fax: [phone]
REFERENCE: OLDE MILL STREAM, ROCKY MOUNT, NC -NASH CO.
To Whom It May Concern:
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DENR - WATER QUAiJ Ty
WETLANDS AND ST0 •ATSR BFV' 1CH
Please find herewith, 5 copies of revised plans, revised PCN, and supporting documentation for the above
referenced project. A meeting was held with Annette Lucas to determine 401 certification requirements in the
fall of 2009. One issue discussed was achieving <24% BUA on lots that were untreated due to their size
(approximately 8700 SF). To resolve this issue, lots that were untreated were resized to a minimum of 9583 SF
or 0.22 acres. A typical lot layout is attached to show that with this minimum lot size, the <24% BUA can be
successfully utilized. Construction plans were not resubmitted. Changes only included lot reconfiguration and
pipe discharge to constructed stormwater wetland BINIP's.
Request for more information was addressed as follows:
1. Any, areas that are> 24% impervious will be treated using one of two constructed stormwater
wetlands. This includes roadways and lots that are located within the constructed wetland
drainage areas.
2. Lots not within a BMP drainage areas were resized to a minimum of 9583 SF (0.22acres) to
achieve <24%BUA. (Typical lot layout attached)
3. A conceptual stormwater management plan for the future areas with supporting calculations
included.
4. The construction plans were modified along Halifax road that will eliminate the ditch north of
the main entrance to the subdivision. This will provide sheet flow across the future lot 214
before entering the buffer.
5. Flow from one road pipe outlet when combined with the upland drainage area will be <24%
impervious area and will discharge to a ditch then to a temporary level spreader. In Phase 2 of
the project, the level spreader will be removed and the pipe will discharge to a permanent
stormwater detention pond.
If you have any questions or need additional information, please contact our office. Thank you.
Sincerely,
Xntvitonmental athan ee . lea e
Specialist
Enclosure
o/??oFrywjnrF?9oc
O Nii? T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

® Yes ? 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 ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Olde Mill Stream
2b. County: Nash
2c. Nearest municipality / town: Rocky Mount
2d. Subdivision name: Olde Mill Stream
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: Hodge-Morris, LLC
3b. Deed Book and Page No. 2162, 770
3c. Responsible Party (for LLC if
applicable): Ralph Hodge
3d. Street address: 1708 Trawick Rd, Suite 209
3e. City, state, zip: Raleigh, NC 27604
3f. Telephone no.: 252-237-3663
3g. Fax no.: 252-206-5789
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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: Robert S. Bartlett
5b. Business name
(if applicable): Bartlett Engineering and Surveying, PC
5c. Street address: 1906 Nash St NW
5d. City, state, zip: Wilson, NC 27893
5e. Telephone no.: 252-399-0704
5f. Fax no.: 252-399-0804
5g. Email address: [e-mail]
Page 2 of 11
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 3830-18-31-0386 and 3830-18-31-1671
1 b. Site coordinates (in decimal degrees): Latitude: 35.94791 Longitude: - 77.87581
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 93.8 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Maple Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV; NSW
2c. River basin: Tar-Pamlico
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 93.8 acre site is partially wooded, mainly cropland farmstead with one stream/wetland feature on the
east side and one stream/wetland feature (Maple Creek) on the south side. Bounded on the east by Halifax Rd. Most of
the surrounding area is agricultural.
3b. List the total estimated acreage of all existing wetlands on the property:
15.75 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
5259 LF
3d. Explain the purpose of the proposed project:
Residential Subdivision
3e. Describe the overall project in detail, including the type of equipment to be used:
Project will consist of clearing and grading with appropriate erosion control measures and installation of roads and utilities
for subdivision. Access to the main portion of the property will require a perpendicular crossing of a stream/wetland
feature. Equipment used will include backhoes, motor graders, dumptrucks, etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: ESI
Name (if known): Jamie Shearn/Jeff Harbour(ESI) Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Signed JD 2/22/08 by Jamie Shearn-12/02/05 Buffer Determination by Mike Horan
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ®Yes ? No
6b. If yes, explain.
The site will be divided into four residential phases. Phase 1 consists of the perpendicular access crossing and utility tie-
in (No other impacts are expected in the remaining phases). The main sewer outfall line installation and associated
wetland impacts and permits will be conducted by the City of Rocky Mount under NWP12 and is also accounted for on
our PCN submittal. The overall plan has been reviewed by the City of Rocky Mount with preliminary approval.
Page 4 of 11
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® 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. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ®P ? T Fill/Access ® Yes ® Corps

Crossing
? No
? DWQ 0.086
W2 ? P ® T Utility Crossing ® Yes
? No ® Corps
? DWQ 0.011
W3 ? PET Utility Crossing ® Yes
? No ® Corps Rocky Mt Permit
? DWQ (0.12)
W4 ? P ®T Utility Crossing ® Yes ® Corps Rocky Mt Permit (0
07)
? No ? DWQ .
W5 ? P ®T ? Yes ? Corps Rocky Mt Permit
12)
(0
? No ? DWQ .
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.197
2h. Comments: Main sewer line outfall to also be permitted by City of Rocky Mount (under their construction) will have a total
of 0.31 acres of temporary wetland impacts (W2,W3,W4) under NWP12 associated with this property-designed to avoid
wetlands and excessively deep manholes. The sewer line was approved as DWQ Project # 09-0674 on September 2
,
2009.
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number -
Permanent (P) or (PER) or
intermittent (Corps - 404, 10
DWQ - non-404 stream
width length
(linear
Temporary (T) (INT)? ,
other) (feet) feet)
S1 ®P ? T Piped Access
Crossing UT to Maple Crk ? PER
® INT ® Corps
? DWQ 2 90
S2 ? P ? T ? PE rps
? INT Q
S3 ? P ? T ? PE
T rps
? INT Q
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER [I Corps
? INT ? DWQ
S6 E] P ? T ? PER ? Corps
? INT ?DWQ
3h. Total stream and tributary impacts 90 LF
3i. Comments:
rage 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
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 you MUST fill out Section D of this form.
6a.
? Neuse ® Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for impact Stream name mitigation (square feet) (square feet)
Temporary T required?
B1 ®P ? T Access UT to Maple Crk ® Nos 5359 3585
B2 ®P ? T Discharge UT to Maple Crk ? Yes 813 423
pipe ® No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 6172 4008
6i. Comments. Main utility line permitting and installation conducted by the City of Rocky Mount under NWP12 (exempt)
Page 6 of 11
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Site was configured to perpendicularly cross wetland and buffer zones at one location to access site. Utility line by City of
Rocky Mount designed to avoid wetlands and Tar-Pamlico buffers and avoid excessively deep manholes.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Limits of disturbance will clearly be marked and silt fence used along wetlands and buffer zones downslope of any
disturbance along with temporary diversions and sediment traps upslope of wetland/buffer areas. For utility line (City of
Rocky Mount) the impacts will only be temporary with mats used along with appropriate erosion control measures to
minimize impacts and restored to original grade.
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 ® 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) TType Quantity
3c. Comments:
4. Complete if Making 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: ? warm ? cool ?cold
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 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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
buffer mitigation? ? Yes ® No
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.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(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 8 of 11
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.
Comments: Diffuse flow will be achieved by using level spreaders at stormwater ® Yes ? No
discharge points prior to entering buffer zone.
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? 23.0% for Phase 1
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:
? Certified Local Government
2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Rocky Mount
? Phase II
3b. Which of the following locally-implemented stormwater management programs ® NSW
apply (check all that apply): ? USMP
® Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties

4a.
Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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 ® 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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® 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 ® 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 generated from
the proposed project, or available capacity of the subject facility.
Wastewater will be discharged to a public sanitary sewer system.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted. ?
Raleigh
? Asheville
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?
NC stream classification
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 ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
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 ? No
8b. If yes, explain how project meets FEMA requirements: BUA will not be located in the 100 yr floodplain
8c. What source(s) did you use to make the floodplain determination? FEMA maps
A
Ralph Hodge 2/5/10
Applicant/Agent's Printed Name ` plica Agent' Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
_ ?OF W A T?9O
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
I. MUM -to" -#>t?
Project name OLDE MILL STREAM (NASH COUNTY)
Contact name Jon Meade
Phone number 252-399-0704
Date December 18, 2009
Drainage area number 1
N
1,7
Site Characteristics
Drainage area 95,530.00 ft2
Impervious area 40,999.00 ft2
Percent impervious 42.9%%
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth 2.77 in
1-yr, 24-hr intensity 4.76 in/hr
Pre-development 1-yr, 24-hr runoff ft3/sec
Post-development 1-yr, 24-hr runoff ft3/sec
Pre/Post 1-yr, 24-hr peak control ft3/sec
Storage Volume: Non-SA Waters
Minimum required volume 3,460.00 ft3
Volume provided (temporary pool volume) 4,132.00 ft3 OK
Storage Volume: SA Waters Parameters
1.5" runoff volume ft3
Pre-development 1-yr, 24-hr runoff volume ft3
Post-development 1-yr, 24-hr runoff volume ft3
Minimum volume required ft3
Volume provided ft3
Outlet Design
Depth of temporary pool/ponding depth (DPI,,,:) 12.00 in OK
Drawdown time days
Diameter of orifice 1.00 in OK
Coefficient of discharge (CD) used in orifice diameter
calculation 0.60 (unitless)
Driving head (Ho) used in the orifice diameter calculation 0.34 ft OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 of 3
Surface Areas of Wetland Zones
Surface Area of Entire Wetland 4,132.00 ft2 OK
Shallow Land 1,643.50 ft2 OK
The shallow land percentage is: 40%%
Shallow Water 1,629.00 ft2 OK
The shallow water percentage is: 39%%
Deep Pool
Forebay portion of deep pool (pretreatment) 423.50 ft2 OK
The forebay surface area percentage is: 10%%
Non-forebay portion of deep pool 436.00 ft2 OK
The non-forebay deep pool surface area percentage is: 11% %
Total of wetland zone areas 4,132.00 ft2 OK
Add or subtract the following area from the zones 0.00 ft2
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top) 119.00 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top) 118.00 ft amsl
Shallow Water bottom 117.50 ft amsl
Most shallow point of deep pool's bottom 116.00 ft amsl
Deepest point of deep pool's bottom 116.00 ft amsl
Design must meet one of the following two options:
This design meets Option #1,

Top of PPE is within 6" of SHWT, If yes: Y (Y or N)
SHWT (Seasonally High Water Table) 118.00 ft amsl OK
This design meets Option #2,

Wetland has liner with permeability < 0.01 in/hr, If yes: N (Y or N)
Depth of topsoil above impermeable liner in
Topographic Zone Depths
Temporary Pool
Shallow Land 12.00 in OK
Permanent Pool
Shallow Water 6.00 in OK
Deep Pool (shallowest) 24.00 in OK
Deep Pool (deepest) 24.00 in OK
Planting Plan
Are cattails included in the planting plan? N (Y or N) OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (Ccubic-inch container) 450
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR 450
Shrubs (1 gallon or larger), OR 72
Trees (3 gallon or larger) and Herbaceous (4+ cubic-inch) 9 and 360
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4`cubic inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass-like Herbaceous (4+ cubic-inch)
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 2 of 3
Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
What is the length of the vegetated filter?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build-out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
Y (Y or N) OK
N (Y or N) Excess volume must pass through filter.
ft
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
13.63 :1 OK
218.00 ft
16.00 ft
3 ,488.00 ft2 This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Y (Y or N) OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
- No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is resent. Remove the trash/ debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
wetland erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
lon . a roximatel six inches.
The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the
swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future roblems with erosion.
Form SW401-Wetland O&M-Rev.3 Page 1 of 4
BMP element: Potential problem: How I will remediate the problem:
The forebay Sediment has accumulated in Search for the source of the
the forebay to a depth that sediment and remedy the problem if
inhibits the forebay from possible. Remove the sediment and
functioning well. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The deep pool, shallow Algal growth covers over Consult a professional to remove
water and shallow land 50% of the deep pool and and control the algal growth.
areas shallow water areas.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray) -
the deep pool and shallow consult a professional.
water areas.
Shallow land remains flooded Unclog the outlet device
more than 5 days after a immediately.
storm event.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices Prune according to best professional
show that pruning is needed practices.
to maintain optimal plant
health.
Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth possible. Remove the sediment and
of the deep pools. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3 Page 2 of 4
BMP element: Potential problem: How I will remediate the problem:
The embankment A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
The micropool Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth. possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the Remove the plants, preferably by
micropool. hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Wetland O&M-Rev.3 Page 3 of 4
Permit Number:
(to be provided by DWQ)
1 acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Olde Mill Stream
BMP drainage area number:BMP#1
Print name:Ralph Hodge
Title:Owner
Address:P.O. Box 1179 Wilson, NC 27894-1179
Phone:[phone],
Signature:
Date: .0- C -
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, 5e Ca'196 , a Notary Public for the State of
t,1c++h Carok,+\u- , County of W. k54. , do hereby certify that
R? Ph ?d9e personally appeared before me this 5?
day of and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires
CCo - ?'Oo -zoo ,k
Form SW401-Wetland O&M-Rev.3 Page 4 of 4
AMA?OF W A L__*
O G
HWENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
k,PROAMr @"W1K)Id
Project name OLDE MILL STREAM (NASH COUNTY)
Contact name Jon Meade
Phone number 252-399-0704
Date December 18, 2009
Drainage area number Z.
TidN -
Site Characteristics
Drainage area 280,962.00 ft2
Impervious area 121,328.00 ftZ
Percent impervious 43.2%%
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non-SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5" runoff volume
Pre-development 1-yr, 24-hr runoff volume
Post-development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pool/ponding depth (Dpl, ,s)
Drawdown time
Diameter of orifice
Coefficient of discharge (CD) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
2.77 in
4.76 in/hr
ft3/sec
ft3/sec
ft3/sec
10,270.00 ft3
10,433.00 ft3 OK
ft3
ft 3
ft 3
ft3
ft 3
12.00 in OK
days
1.50 in OK
0.60 (unitless)
0.34 ft OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 of 3
Surface Areas of Wetland Zones
Surface Area of Entire Wetland 10,433.00 ft2 OK
Shallow Land 4,062.00 ft2 OK
The shallow land percentage is: 39%%
Shallow Water 4,190.00 ft2 OK
The shallow water percentage is: 40%%
Deep Pool
Forebay portion of deep pool (pretreatment) 1,142.00 ft2 OK
The forebay surface area percentage is: 11%%
Non-forebay portion of deep pool 1,039.00 ft2 OK
The non-forebay deep pool surface area percentage is: 10%%
Total of wetland zone areas 10,433.00 ft2 OK
Add or subtract the following area from the zones 0.00 ft2
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top) 124.00 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top) 123.00 ft amsl
Shallow Water bottom 122.50 ft amsl
Most shallow point of deep pool's bottom 120.00 ft amsl
Deepest point of deep pool's bottom 120.00 ft amsl
Design must meet one of the following two options:
This design meets Option #1,

Top of PPE is within 6" of SHWT, If yes: Y (Y or N)
SHWT (Seasonally High Water Table) 118.00 ft amsl OK
This design meets Option #2,

Wetland has liner with permeability < 0.01 in/hr, If yes: N (Y or N)
Depth of topsoil above impermeable liner in
Topographic Zone Depths
Temporary Pool
Shallow Land 12.00 in OK
Permanent Pool
Shallow Water 6.00 in OK
Deep Pool (shallowest) 36.00 in OK
Deep Pool (deepest) 36.00 in OK
Planting Plan
Are cattails included in the planting plan? N (Y or N) OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic-inch container) 1,050
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR 1,050
Shrubs (1 gallon or larger), OR 168
Trees (3 gallon or larger) and Herbaceous (4+ cubic-inch) 21 and 840
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass-like Herbaceous (4+ cubic-inch)
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 2 of 3
Additional Information
Can the design volume be contained? Y (Y or N) OK
Does project drain to SA waters? If yes, N (Y or N) Excess volume must pass through filter.
What is the length of the vegetated filter? It
Are calculations for supporting the design volume provided in the

application? Y (Y or N) OK
Is BMP sized to handle all runoff from ultimate build-out? Y (Y or N) OK
Is the BMP located in a recorded drainage easement with a

recorded access easement to a public Right of Way (ROW)? Y (Y or N) OK
The length to width ratio is: 1.87 :1 OK
Approximate wetland length 1450 ft
Approximate wetland width 75.00 ft
Approximate surface area using length and width provided 10 ,500.00 ft2 This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
- No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is resent. Remove the trash/debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
wetland erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately
six inches.
The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the
swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future roblems with erosion.
Form SW401-Wetland O&M-Rev.3 Page 1 of 4
BMP element:
The forebay
The deep pool, shallow
water and shallow land
areas
Potential problem:
Sediment has accumulated in
the forebay to a depth that
inhibits the forebay from
functioning well.
Erosion has occurred.
Weeds are present
Algal growth covers over
50% of the deep pool and
shallow water areas.
Cattails, phragmites or other
invasive plants cover 50% of
the deep pool and shallow
water areas.
Shallow land remains flooded
more than 5 days after a
storm event.
Plants are dead, diseased or
dying.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Sediment has accumulated
and reduced the depth to 75%
of the original design depth
of the deep pools.
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray) -
consult a professional.
Unclog the outlet device
immediately.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Prune according to best professional
practices.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3 Page 2 of 4
BMP element: Potential problem: How I will remediate the problem:
The embankment A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
The micropool Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth. possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the Remove the plants, preferably by
micropool. hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Wetland O&M-Rev.3 Page 3 of 4
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Olde Mill Stream
BMP drainage area number:BMP#2
Print name:Ralph Hodge
Title:Owner
Address:P.O. Box 1179 Wilson, NC 27894-1179
Phone:
Signatt
Date: d -is- 10
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ?ttiutir ???i's , a Notary Public for the State of
County of W l?u.. , do hereby certify that
R?. Q hodo,e personally appeared before me this
day of Vehr u t r y , -Jo t a , and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
SEAL
o o ?t
My commission expires O U
Form SW401-Wetland O&M-Rev.3 Page 4 of 4
TerraServer Image Courtesy of the USGS
Page 1 of 1
Send To Printer Back To TerraServer Change to 11x17 Print Size Show Grid Lines Change to Landscape
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W??-
BENGINEERING & SURVEYING, PC
1906 Nash Street North Wilson, NC 27893-1726
Phone: [phone] Fax: [phone]
[e-mail]
October 19, 2006
Attn: Mr. Jamie Shearn
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
REFERENCE: OLD MILL STREAM, JD MAP
Mr. Shearn:
Please find herewith, three copies of a jurisdictional determination map for Halifax Road (Old Mill Stream),
located in Nash County. Delineations were performed by Environmental Services, Inc. and evaluated by the
US. Army Corps of Engineers in December, 2005. Please review and sign if satisfactory. Also enclosed is a
self addressed stamped envelope to return one signed copy to our office.
If you have any questions or need additional information, please contact our office. Thank you.
Sincerely,
on an Lee Mea e
onmental Specialist
Enclosure
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
Page 1 of 1
renruary o, zuuo
Mr. Jeff Harbour
Envirorunental Services, Inc.
524 S. New Hope Road
Raleigh, NC 27610
Attn: Mr. Harbour
BASIN:
Neuse River
(15A NCAC 2B .0233)
Complaint
Tar-Pamlico X
(15A NCAC 2B .0259)
TPBRRO#05-321
County: Nash
NOV Buffer Determination X
Incident #
Project Name: S. Halifax & Bethlehem Rd. Site
Call
Location/Directions: Located northwest of the intersection of SR 1544 and SR 1714 in between Rocky Mount and
Nashville. NC
Subject Stream: UT to Maple Creek
Date of Determination: 12/02/05
Feature er
ts (if
g End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topogra hic
A X
B bje X
SPA1 flag X
This on-site determination shall expire five (S) 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 e% Cyndi Karoly, DWQ Wetlands1401 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 frog the buffer rule may ask for an aid 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 tune aloes 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 jor a hearing, send a written petition, which conforms to
Chapter 150B 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 jor a hearing
within 60 drays.
Raleigh Regional Office 1628 Mail Service Center WDEN t
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
b. haurax & tse[nienern MO. afire
2/6/2006
Page 2 of 2
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,
`+"r? 66kL,-'-
Michael Horan
Environmental Spec. I
CC: Nash County NRCS, Room 107, Agricultural Center Dr., Nashville, NC 27856
Planning & Development, Nash County Office Bldg, 120 W. Washington St., Suite 2110, Nashville, NC 27856
Planning & Development, City of Rocky Mount, 331 S. Franklin St., PO Box 1180, Rocky Mount, NC 27802
Water Resources, City of Rocky Mount, 331 S. Franklin St., PO Box 1180, Rocky Mount, NC 27802
US Army Corps of Engineers, Raleigh Regulatory Office
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
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Map center is 350 56' 50"N, 770 52' 39"W (WGS84/NAD83)
Nashville quadrangle
Projection is UTM Zone 18 NAD83 Datum
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4:.6
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11/21/2005
P:\-CADD\_LANDPROJECTS\HODMOR\05259\dwg\05259PP-TYPICAL.dwg 12
TYPICAL LOT LAYOUT FOR
OLDE MILL STREAM
ROCKY MOUNT TOWNSHIP
NASH COUNTY, NORTH CAROLINA
77.0'
20' MBL
---- ------ -- -
I
PROPOSED
PROPOSED CONCRETE
I
STORAGE PATIO
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BUILDING 10
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33.7'
I m
Im
N of
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25' MBL
PROP. SIDEWALK
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m
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77.0'
PROPOSED R/W
4:26:28 PM EST
TYPICAL LOT SIZE: 9,583 SF (0.22 AC.)
MAX. IMPERVIOUS (247.): 2,300 SO. FT.
DWELLING: 1,450 SF
DRIVE/WALK: 650 SF
PATIO 100 SF
STORAGE BUILDING: 100 SF
TOTAL: 2,300 SF
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
P:\-CADD\_LANDPROJECTS\HODMOR\05259\dwq\05259PP-TYPICAL, dwg 12/15/2009 4 26:28 PM EST
TYPICAL LOT LAYOUT FOR
OLDE MILL STREAM
ROCKY MOUNT TOWNSHIP
NASH COUNTY, NORTH CAROLINA
77.0'
20' MBL
-- ----- ----7
10' PROPOSED
I 0 STORAGE

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n MI Im 0
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25' ME - v rrI
PROP. SIDEWALK
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77.0'
PROPOSED R/W
TYPICAL LOT SIZE: 9,583 SF (0.22 AC.)
MAX. IMPERVIOUS (24%): 2.300 SO. FT.
DWELLING: 1,450 SF
DRIVE/WALK: 750 SF
STORAGE BUILDING: 100 SF
TOTAL: 2,300 SF
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.