20041111 Ver 2_More Info Received_20050209

February 9, 2005
S&EC Project #: 00-5566
NCDENR-DWQ US Army Corps of Engineers
Attn: Ms. Cyndi Karoly Attn: Mr. Todd Tugwell ~...,
2321 Crabtree Blvd. 6508 Falls of the Neuse Ro~ ~ ~ - ~' ~:`~~
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Suite 250 Raleigh, NC 27615 ~b ,:
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Raleigh, NC 27604-2260 '- ` .'_'
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RE: Brightleaf -DWQ#04-1111, USACEAID#200420413, 200420594 "'~ ~~
I have provided a revised PCN Form for your review as well as a response to the DWQ
`on-hold' letter dated February 5, 2005. Our initial application- was submitted on
July 7, 2004 and we received a request for more information dated July 22, 2004
(see attached). In order to resolve the issues we met with DWQ staff and the
USACE on September 2, 2004 (see attached list of participants). At this meeting
we addressed each issue. See response from the project engineer for additional
details.
Item 1 -Plan Details
The current on-hold letter requests details for the stormwater management plan, outfalls
and measures for diffuse flow. In our September meeting this item was addressed.
Because the stormwater plans have not been finalized for the entire site (550 acres),
we provided level spreader typicals and a note that on the site plans stating that all
stormwater outfalls would provide diffuse flow as per DWQ guidelines. Moreover,
we provided the level spreader calculations for Phase 1 and noted that we would
supply DWQ with information for future phases as they are prepared. During the
meeting with DWQ, it was agreed that this would satisfy DWQ request for
additional information. I would suggest that the 401 approval be issued for Phase I
with the condition that the stormwater plans for future phases will be submitted to
DWQ as they are finalized.
Item 2 -Application
a) We have included a check for the $475 application fee.
b) Northern Durham Parkway
On November 3, 2004 we met with three staff members from the NC-DWQ, the
USACE, NC-DOT, and the City of Durham to discuss the issues related to the
Chazlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
~~~1(I
Environmental Consultants, PA
Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]

February 9, 2005
S&EC Project #: 01-6409
Page 2 of 3
Northern Durham Parkway (see attached list of participants). During this meeting it
was decided that this road was necessary to support the infrastructure of the
subdivision and to provide safe ingress and egress. The USACE determined that the
road was permittable as part of the subdivision and not as a separate project.
Therefore the need for an alternatives analysis and/or development process is not
necessary (i.e. it's a subdivision road, not a Thoroughfare). Only 2 lanes of the
proposed thoroughfare will be constructed to accommodate traffic within the
subdivision. When conditions warrant, the NC-DOT or the City of Durham will
apply for permits to extend the existing culvert and construct additional lanes as part
of the Thoroughfare.
3 -EEP acceptance
I have provided the acceptance letter from our previous request. However, the
impacts have changed slightly since our initial request. I have also included our most
recent request to EEP for additional mitigation and will forward their approval to
your office when it is received.
Please feel free to call if you require additional information.
Sincerely,
/e-~`°1
Todd Preuninger
Biologist/Project Manager

JOB NO. SS~o~Wa
Soil & Environmental Consultants, PA SHEET OF
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone] DATE t 1 V
www.SandEC.com
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Todd Preuninger
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Project: Brightleaf Sewer Outfall
County: Durham
August ~,"2064 •
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The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for riparian wetland impacts associated with the subject project. Please note that the decision by the
NCEEP to accept the mitigation requirements of this project does not assure that this payment will be approved by the
U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP for impacts associated with this project is
appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated July 30, 2004, the wetlands restoration that is necessary to
satisfy the compensatory mitigation requirements for this project is summarized in the following table. The maximum
amount of mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream
(lineaz feet) Riparian Wetlands
(acres) Riparian Buffer
(ft2)
Im acts 1.0
Mitt ation Maximum 2.0
he ripazian wetlands mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404
-mit for impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin. The
ration will be performed in accordance with the Memorandum of Understanding between the N.C. Department of
•onment and Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
ave any questions or need additional information, please contact Cazol Shaw at [phone].
Sincerely,
Deborah D. Anderson
In-Lieu-Fee Administrator
Karoly, Wetlands/401 Unit
Cugwell, USACOE-Raleigh
viitchell, DWQ Regional Office-Raleigh
. ~ ... Protect' ou,Y Stag ©~~
NCDENR
ystem Enhancement Program, 1619 Mail Service Center, Raleigh, NC 27699-1619 / 919-733-5208 / www.nceep.net

August 6, 2004
Todd Preuninger
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Project: Brightleaf at the Park
County: Durham
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream, wetlands and buffers impacts associated with the subject project. Please note that the decision
by the NCEEP to accept the mitigation requirements of this project does not assure that this payment will be approved by
the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of
the applicant to contact these agencies to determine if payment to the NCEEP for impacts associated with this project is
appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated July 30, 2004, the stream, wetlands and buffer restoration that
is necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following table.
The maximum amount of mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream Wetlands Riparian Wetlands Non- ~ Riparian Buffer
,. ., i_.._....~ Ainarian (arrPCl (SQ. ft.)
~~~~~`~~` ----~ 236,621
Im act 198 0.50
Miti ation Max 396 1.0 473,242
The stream, wetlands and buffer mitigation will be provided as specified in the 401 Water Quality Certification and/or
Section 404 Permit for impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin.
The mitigation will be performed in accordance with the Memorandum of Understanding between the N.C. Department of
Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
~1aLt~
Deborah D. Anderson,
In-Lieu-Fee Administrator
cc
Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACOE-Raleigh
Steve Mitchell, DWQ Regional Office-Raleigh
File
R.PrStO~'U29... F ~ .. PYDtEC~"_ J
Vorth Carolina Ecosystem Enhancement Program, 1619 Mail'Ser

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM
IN LIEU FEE REQUEST FORM (revised 1125/05)
Print this form, fill in information and sign, and either mail to NCEEP, 1652 Mail Service Center, Raleigh,
NC 27699-1652, or fax to 919-715-2219. Attachments are acceptable to clarify information on the form.
1. Name of Applicant or Agent

2. Name of Business * ~ ~~~ ~~~

3. Street Address * --
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4. City, State, Zip
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5. Telephone

6. Fax
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7. E-mail
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8. Project Name * ,~ ~
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9. Project Location
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10. Lat-Long Coordinates "
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11. River Basin *
12. Cataloging Unit (8-digit) ***
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13. Project County
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14. Riparian Wetland Impact *
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~ acres
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15. Non-Riparian Wetland Impact * acres
16. Coastal Marsh Impact * ~ ~ acres
17. Stream-Cold Impact * ~ feet
18. Stream-Cool Impact * feet
19. Stream-Warm Impact * f
S~ ~ " feet
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20. ** Buffer-Zone 1 Impact *
t~s 3s3 ~ ~ ~ ~~ ~°~ square fe
21. ** Buffer-Zone 2 Impact * square feet
22. ** Buffer-Total (Zone 1 + Zone 2) * .1 ~ of ~ 3 a ~ .~,,.,~,,~ ~ square feet
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vt' . Seri
Date: Signature of Applicant or Agent:
VSG~S
Attachments? Yes ^ No
`Required infdr'm~ation; zero answers in 14-22 should be indicated with "0" or "WA", not left blank.
*" Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba River Basins
and the Randleman Lake Water Supply Watershed.
*** Go to EPA "Surf Your Watershed" http://cfpub.epa.gov/surf/locate/index.cfm for CU determination.
Direct all questions to Carol Shaw at 919-733-5205 or carol.shawCa)ncmail.net
p`~cn~

PRIEST CRAVEN & ASSOCIATES, INC.
August 31, 2004
LAND USE CONSULTANTS
Mr. Bob Zarzecki
DWQ, 401 Wetlands Certification Unit
NCDENR
321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Re : Brightleaf at the Park
Lick Creek
Durham, NC
Dear Bob
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In response to the request for more information, and our discussion at the August 2°d
meeting in your office, regarding the application for Brightleaf at the Park we offer
the following
General Comments
1. Specific information pertaining to footprints of homes, location and
alignment of individual driveways and other impervious surfaces is
undetermined at this point in time. As part of the subdivision and zoning
approvals with Durham, we have agreed that the single family sections will be
developed at an impervious surface cover not to exceed 24%. The impervious
surface calculations are part of the preliminary subdivision plans, and
confirmed during the review and approval process for construction drawings,
and record plats. During platting each lot will be assigned a square footage of
allowable impervious surfaces. This is then applied to any building permit
application submitted to the City, which must include the quantity of
impervious surfaces in the application.
The townhouse and multifamily tracts will be developed at impervious
surface coverages in excess of 24% but less than 70%. We agree that any tract
developed for a use other than single family detached residential uses, with
impervious surface coverages above 30% will be subject to stormwater control
measures to provide 85% TSS removal. Plans for these tracts will be
submitted to DWQ for review as they are prepared.
PLANNERS /LANDSCAPE DESIGNERS /ENGINEERS /SURVEYORS
3803-B Computer Drive, Suite 104, Raleigh NC 27609. Phone [phone]. Fax [phone]

Mr. Bob Zarzecki
August 31, 2004
Page 2
2. We have added additional labeling and lot numbers to the impact maps.
Please understand that the lot numbers are preliminary and subject to change.
We have also added the existing topographic information to the impact maps
to help visualize the constraints of the site.
3. As with item 1 above, we have not yet completed detailed design of all these
road crossings and they will not be completed for some time. We have
however completed the construction drawings for Impacts A-1 and B-1 and
they were included in our original submittal. Since that time we have also
completed the design of Impacts 12-2. Details of this crossing have been
added to the impact maps. We have also noted that all permitted crossings
will be designed and installed in accordance with the conditions of the permit,
which will include placing the culvert invert a minimum of one foot below the
existing channel invert to allow for the passage of aquatic life.
4. We have added the details of these antiseep collars to the impact maps for
Brightleaf. They will also be added to the impact maps for the sewer outfall
being permitted under a separate application.
5. Diffuse flow will be provided at each stormwater outlet from the roadway at
each road crossing of a Neuse Buffer, outside of the buffer. The design at
Impact A-1 was included in the original impact mapping and is typical of the
design and calculations that will be provided to DWQ at a later time as the
detailed design of each crossing is completed.
6. We have included the small area between Impacts 19-3 and 19-4 as being
impacted.
7. Revised plans have been prepared for the sewer outfall, which is a separate
permit application, which eliminate many of these impacts.
8. These Impacts are for berms and slopes, which are part of the various
stormwater detention devices proposed for the development. This is allowed
in Zone 2. No discharge of untreated stormwater will be allowed within the
buffer.

Mr. Bob Zarzecki
August 31, 2004
Page 3
Minimization
1 a. Unfortunately this portion of sewer cannot be rerouted due to topographic
constraints. We have added the existing topographic data to the plans to make
.this apparent.
lb. These sewer lines cannot be rerouted or combined due to topographic
constraints.
lc. We have moved this sewer to the north to cross the draw upstream of the
buffer, eliminating the buffer impact associated with Impact 16-1.
1 d. We anticipate that the size of the culverts to be used in the stream crossing of
Lick Creek with the Northern Durham Parkway and the topographic constraints
will preclude shifting Impact 3-6 to be contained within the right of way of the
Northern Durham Parkway.
1 e. We have revised the sewer alignment in this area to eliminate Impact 3-7.
lf. Due to topographic constraints these lines cannot be consolidated into only
one crossing. However we can eliminate Impact 3-11 by connecting the line
upstream of that crossing to the east to the line that requires Impact 3-10.
lg. We originally put this sewer in the buffer to avoid an impact to the wetlands
area located just north of the proposed sewer. However we have found a way to
route the sewer between the two cul de sacs located to the north such that Impact
3-5 can be eliminated.
lh. We have revised the route of the proposed sewer to eliminate Impact 19-1.
However, due to topographic constraints we can not eliminate Impact 19-2.
li. That line is actually a survey tie line to document the location of the isolated
wetlands to the property line. Since the sewer line is to cross just downstream of
the wetlands, no impact was indicated.
lj. Due to the topographic constraints, the 200 foot wide power line easement
and the metal power line tower, we are unable to relocate this sewer line and
cannot eliminate Impact 38A-1.

Mr. Bob Zarzecki
August 31, 2004
Page 4
lk. We have rerouted this section of sewer to eliminate Impact 12-1.
11. We have rerouted this section of sewer to eliminate Impact 11-1.
2a. These lots are still very much buildable. Holding a 20 foot front yard setback
and a 50 foot deep building envelope requires a lot that is only 70 feet deep from
the road right of way to the wetlands. We have revised the road alignment and
lot layout in this area slightly to make sure that all lots are clearly buildable.
2b. In order to provide the two access points to any section of b0 or more lots
required by Durham to meet public safety and emergency service access issues, a
road in the vicinity of Impact 3-13 is necessary. Shifting the road to the north
crosses a similar wetlands area and does so across much rougher topography.
Shifting this road to the south takes it across a much larger pocket of wetlands.
Therefore we believe that Impact 3-13 as currently proposed minimizes the
negative impact of the construction.
2c. Impact 16-2 was an allowable lot fill impact to Zone 2. While we are no
longer showing this impact, please understand that it can and likely will be made.
2d. We cannot consolidate Impacts 19-3 and 19-4 into one impact due to
intersection separation requirements. As discussed in the following paragraph
copied from our original justification letter we cannot eliminate either of the
crossings.
19-3 This is a very difficult area of the site to deal with. With the location
of the draws, the steepness of the topography, the alignment of the street
system, and the design criteria for the streets, we have very limited options in
this area. The alignment of the Northern Durham Parkway is set by
NCDOT, the Thoroughfare Plan for Durham, and the stringent vertical and
horizontal design standards mandated for this thoroughfare. The required
separation between intersections along the Northern Durham Parkway
further dictates the placement of the intersection with Golden Belt Parkway
just west of impact 19-4. Due to the controlled access and intersection
separation requirements associated with the design of this thoroughfare,
shifting this intersection to the north or south would conflict with the ability
to provide a second access to Northern Durham Parkway to the south, or the
access to the north which will serve Tract 10 and the proposed Durham
County school site Located just north of Lick Creek. Given these constraints,
we have proposed to cross as close to perpendicular as possible.

Mr. Bob Zarzecki
August 31, 2004
Page 5
19-4 This impact is greatly constrained by the conditions outlined in 19-3
above. Without this proposed crossing, the area of approximately 4 acres
located west of stream 19 and east of the Northern Durham Parkway could
not be accessed. Again we have tried to cross as close to perpendicular as
possible given the significant topographic and roadway design constraints.
Given the design speeds and traffic volumes anticipated upon completion of the
Northern Durham Parkway, the 300 feet of intersection separation from the
future north bound lanes currently reflected on the plan is the minimum
separation necessary to provide safe movements and adequate stacking along
Golden Belt Parkway between the Northern Durham Parkway and O'Brien
Court, Woodsdale Drive intersections.
However we have been able to revise our plans in order to eliminate Impacts 19-5
and 19-6.
2e. Impact 20-2 is necessary in order to meet the requirements for two access
points as discussed in section 2b above. While we could move this section of
roadway to the north, downsteam of this section of isolated buffer and wetlands,
we felt that due to the topography and proximity to Lick Creek, it would be less
of an overall impact to put the road in the location currently illustrated by Impact
20-2.
2f. Impact 3-1 is to be a road crossing over a natural bottom culvert span,
therefore no channel impact is listed. Due to the constraints of the design,
FEMA approval and construction of this culvert, it is necessary to route the
waterline in this street out of the street section and downstream of the culvert.
This will allow for the construction of the water line and provisions for adequate
fire protection services prior to the final approvals for the construction of the
culvert. We have added Impact 3-13 to the plans to account for the construction
of this waterline.
2g. As we outlined in item 2d above, we have revised the plans to eliminate
Impact 19-6.
2h. Due to topography, the unusual shape of the boundary, the location of the
200 foot wide power line easement, and street access requirements, we'are unable
to eliminate Impact 37-1. However we have revised our plans to eliminate
Impact 37-2.

Mr. Bob Zarzecki
August 31, 2004
Page 6
2i. We have moved the parking area.
2j. As stated in the justification letter submitted with the original application we
have no ability to move this section of roadway. The following paragraph is
taken from the justification letter regarding this impact
A-1 In justification of the impacts that will be caused by the construction of
Adams Street across the Wellons property it should be noted that the location
of the intersection of US 70 and Adams Street was set in accordance with a
1946 record plat which dedicated the right of way for Adams Street. The
location is also determined by the need for the relocation of an existing
median break on US 70 which must align with the opposing right of way of
Adams Street on the other side of US 70, which was also dedicated in the
1946 recording. The design represented in these plans pushes the minimum
horizontal alignment requirements for adequate sight distances, vehicle and.
pedestrian safety in order to minimize the extent of the impacts. These same
safety design criteria and the location of the existing Adams Street right of
way, preclude any alignment which would avoid impact to these streams.
The existing alignment of Sanders Avenue, located approximately 1100 feet
east of our proposed construction of Adams Street is not an appropriate
access to this proposed development of over 2000 homes. The right of way is
dedicated and an existing two lane road extends between existing homes and
businesses along Sanders Avenue. Widening this existing roadway to the
multilane section required of a development of this size would require the
acquisition of additional right of way, causing significant damage to the
existing properties. Our clients do not have the power of condemnation to
force the owners to dedicate the additional right of way, nor would the
property owners fronting Sanders Avenue be pleased with the prospect of
traffic from a 2200 home development being channeled across their front
yards.
In addition there is no currently dedicated right of way west of US 70 for Sanders
Boulevard such that a full intersection and continuation of Sanders to the west
may never occur. Copies of these 1946 record plats are enclosed for your use.
Unexplained items on Site Plan
1. This is an indication of an easement around a proposed stormwater device.
We have removed it from the wetlands area.

Mr. Bob Zarzecki
August 31, 2004
Page 7
2. This is a sewer easement, which we must dedicate to allow a future sewer
connection from the adjoining property owner. Since there is no impact
proposed to be made as part of our construction, only an easement
dedication, we have not indicated this as an impact. In the future, if this
connection is ever made, the adjoining property owner will apply for the
impact.
3. This is also an indication of an easement around a portion of the proposed
storm drainage system. We have removed this from the buffer.
Other Issues Raised During the Meeting
1. Todd Tugwell requested additional information regarding the status of the
Northern Durham Parkway. The Northern Durham Parkway, formerly
known as Eno Drive, has been on the Transportation Improvement Program
for some time. The section through Brightleaf is a portion of the project
designated by Project ID R-2631. It is to connect to US 70 at Page Road near
the Wake County line, cross the Brightleaf property, and continue across NC
98 to I-85. According to the information on the Durham-Chapel Hill-
. Carrboro Metropolitan Planning Organization website, planning for this road
is currently in progress, design is to be initiated in 2004, right of way
acquisition is to begin in 2006, and construction is to begin in 2008. A copy
of this information is attached for reference.
Thank you for your continued assistance with this application.
Sincerely,
Thomas F. Craven, PE
Priest, Craven & Associates, Inc.

Office Use Only' © Fo Version May 2002
I
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "loot P.ppiicabie~~ or .,NiH .l
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ® Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12, 18, & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Rhein Brightleaf LLC -Attention Mr. Richard Westmoreland
Mailing Address: 4000 Westchase Blvd. Suite 310
Raleigh NC 27607
Telephone Number: 919-834-2766 Fax Number: NA
E-mail Address: NA
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: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleig~i NC 27614
Telephone Number: [phone] Fax Number: (919846-9467
E-mail Address: Preuning_er~a SandEC com
Page 1 of 10

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe 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: Brightleaf at the Park
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0850-02-75-7790, 0850-02-85-9943, 0850-04-
83-2103 0850-03-40-5942 0850-04-61-1440 0850-04-72-0429, 0850-03-21-4274, 0850-03-
30-3502 0850-03-32-3444 0850-03-42-7587 0759-01-19-9198, 0850-03-01-7009, 0850-03-
02-9321
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Brightleaf at the Park
Directions to site (include road numbers, landmarks, etc.): The subject site is located north
of Hi wad approximately 2000 feet northeast of the intersection of Hi hway 70 and
Sherron Road (SR 1811).
5. Site coordinates, if available (UTM or Lat/Long):035° 57' 7.67" N 078° 48' 49.29"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +\- 554 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Lick Creek
8. River Basin: Neuse
(Note -this must be one of North Carolina's'seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The subject property is currently wooded.
Page 2 of 10

10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of the construction of a residential subdivision. Heavy equipment associated
with land clearing and construction will be utilized. This subdivision will provide the typical
infrastructure such as sewer roadways electrical etc.
11. Explain the purpose of the proposed work: The proposed development is being undertaken
to meet the demand for housing, in this area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAGE 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.
S&EC conducted a detailed wetland delineation and Neuse River Buffer evaluation in April and
May of 2003 Wetland delineation maps were approved b~Mr. Todd Tugwell of the USAGE on
April 12 2004 (AID #200420594) A site visit for stream importance /significance calls was
made on May 11 2004 by Todd Tu~cvell of the USAGE and on May 27, 2004 by Mike Horan of
the NCDWO
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated for this project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed permanent impacts
consist of 299 feet of important channel, 1 2201inear feet of unimportant channel, 197 linear
Page 3 of 10

feet of isolated intermittent channel, 0.329 acres of jurisdictional wetlands, and 0.077 acres
of isolated wetlands resulting from road construction and lot fill. Permanent buffer impacts
include 0.647 acres of isolated buffers and 3.68 acres of riparian buffer impacts adjacent to
jurisdictional stream channels. The proposed temporary impacts include 484 linear feet of
stream channel and 0.364 acres of wetlands due to sewer line installment. Temporary buffer
impacts consist of 0.65 acres, of which, 0.415 acres are in Zone 1 and 0.235 acres are in Zone
2.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
8-2(NWP 12) Temporary .0049 yes 380 Forested Wetland
38A-1(NWP 12) Temporary .019 no 450 Forested Wetland
8 (NVl/P12) Temporary .1516 no 40 Forested Wetland
9 (NWP 12) Temporary 0.062 no 40 Forested Wetland
10 (NWP 12) Temporary 0.059 no 40 Forested Wetland
11 (NWP 12) Temporary 0.067 no 40 Forested Wetland
7-2 (NWP 18) Stormwater
Device ,0101 no 40 Forested Wetland
8-3 (NWP 18) Stormwater
Device .0098 no 45 Forested Wetland
19-8(NWP 18) Stormwater
Device .0055 no 90 Forested Wetland
38-1(NWP 18) Stormwater
Device ,004 no 90 Forested Wetland
17-3(NWP 39) Road Crossing .018 yes 0 Forested Wetland
3-13(NWP 39) Road Crossing .0046 yes 75 Forested Wetland
1-1(NWP 39) Fill .036 yes 350 Forested Wetland
1-2(NWP 39) Road Crossing .0167 yes 350 Forested Wetland
1-3(NWP 39) Fill .005 yes 370 Forested Wetland
1-4(NWP 39) Road Crossing .0067 yes 400 Forested Wetland
1-5(NWP 39) Fill .0221 yes 600 Forested Wetland
1-6(NWP 39) Road Crossing .0197 yes 750 Forested Wetland
1-7(NWP 39) Fill and Sewer .0352 yes 780 Forested Wetland
1-8(NWP 39) Fill and Sewer .054 yes 850 Forested Wetland
12-2 (NWP 39) Road Crossing .007 no 40 Forested Wetland
37-1(NWP 39) Road Crossing .054 no 250 Isolated Wetland
A-1(NWP 39) Road Crossing .08 no 0 Forested Wetland
B-1(NWP 39) Road Crossing .0232 no 20 Isolated Wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditchingldrainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.eov.
Page 4 of 10

*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 10.125 Acres
Total area of wetland impact proposed: 0.7 acres - (0.329 acres perm + 0.364 temp.), ±
0.077 acres of isolated wetlands
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
leases eci
3-3(NWP 12) Temporary 40 Lick Creek 10-12' perennial
3-4(NWP 12) Temporary 40 Lick Creek 10-12' perennial
7-3(NWP 12) Temporary 40 UT to Lick Creek 2-3' intermittent
3-9(NWP 12) Temporary 40 Lick Creek 10-12' perennial
3-2(NWP 12) Temporary 40 Lick Creek 10-12' perennial
3-14 (NWP12) Temporary 20 UT to lick creek 2-3 intermittent
3-10(NWP 12) Temporary 40 Lick Creek 10-12' perennial
3-12(NWP 12) Temporary 40 Lick Creek 10-12' perennial

1 (NWP 12) Temporary/
Excavation
30 UT Tributary to Lick
Creek
10'
intermittent

2 (NWP 12) Temporary/
Excavation
12 UT Tributary to Lick
Creek
4'
intermittent

3 (NWP 12) Temporary/
Excavation
42 UT Tributary to Lick
Creek
3'
intermittent

4 (NWP12) Temporary/
Excavation
38 UT Tributary to Lick
Creek
10'
intermittent
5 (NWP 12) Temporary/
Excavation 30 Lick Creek 15' perennial
9 (NWP 12) Temporary/
Excavation 32 Lick Creek 15' perennial
3-1 (NWP39) Road Crossing 142 Lick Creek 10-12' perennial
19-9 (NWP39) Road Crossing 246 UT to Lick Creek 2-3 intermittent
3-15(NWP 39) Road Crossing 157 UT to Lick Creek 2-3' perennial
19-3 (NWP39) Road Crossing 377 UT to Lick Creek 2-3 intermittent
20-2(NWP 39) Road Crossing 197 UT to Lick Creek 2-3' isolated, intermittent
12-2(NWP 39) Road Crossing 200 UT to Lick Creek 2-3' perenniaVunimportant
A-1(NWP 39) Road Crossing 290 UT to Lick Creek 4-5' intermittent/unimportant
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 5 of 10

www.usQS.eov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map~uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: permanent impacts
consist of 1 2201 f of unimportant channel 299 l.f. of important channel, 1971.f. of isolated
channel Temporary impacts consist of 484 linear feet of channel -total impacts consist of
2 003 linear feet of jurisdictional channel.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres ba ,ocean, etc.
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
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., date/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested a detailed delineation of wetlands on property in order to avoid
jurisdictional wetlands and waters to the maximum extend practicable. In order to access the
portions of the property located west of channel 17 a road crossin ig 's required. Crossin ag t the
location shown for impact 17-2 allows the applicant to place the impacts as far upstream as
possible It also allows a street pattern that does not rewire a permanent road crossing impact to
the Neuse Buffer glop,; stream 16 The area around channel 19 is difficult to deal with due to the
location of the drainages the steepness of the topography the alignment of the street system and
the design criteria for the streets The alignment of the Northern Durham Parkway is set by
NCDOT the Thorous;hfare Plan for Durham and the stringent vertical and horizontal design
Page 6 of 10

standards mandated for this thoroughfare. The required separation between intersections along
the Northern Durham Parkway further dictates the placement of the intersection with Golden
Belt Parkway iust west of impact 19-3 Due to the controlled access and intersection separation
requirements associated with the design of this thoroughfare, shifting this intersection to the
north or south would conflict with the ability to provide a second access to Northern Durham
Parkway to the south or the access to the north which will serve Tract 10 and the proposed
Durham County school site located just north of Lick Creek. Given these constraints, the client
has proposed to cross as close to perpendicular as possible Impact 19-3 is greatly constrained
by the conditions outlined above. Without this ,proposed crossing, the area of approximately
acres located west of stream 19 and east of the Northern Durham Parkway could not be accessed.
Crossing impact A-1 is elaborated on in the attached letter from the engYneer•
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant proposes payment to the NC-EEP
Page7of10

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 5'98 feet
Amount of buffer mitigation requested (square feet): 419,393 s.f.
Amount of Riparian wetland mitigation requested (acres): 0.5 acre
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ^ No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ^ If you answered "yes", provide the following information:
Page 8 of 10

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet Multiplier Required
Miti ation
1 115,353 3 See below
2 73,334 1.5 See below
Total 218,445 See below
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Mitigation will be required for impacts 3-15, 17-3, 19-9, 19-3, 20-2, 12-2, A-1, and 3-1 at the
following amounts:
Zone 1 - 115,353 x 3 = 346,059; Zone 2 - 39,643 x 1.5 = 73,334
Total = 419,393 s.f. required for miti ag tion
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
The applicant has requested payment to the NC-EEP for buffer impacts.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The site does not currently contain impervious surface. Following construction the site will
contain less than 24% impervious surface• therefore, we do not believe apre-approved
stormwater plan is rewired. Moreover because this site is located in a water supply watershed,
Durham regulations prohibit any development that exceeds 24% impervious. The applicant will
provide measures to insure that diffuse flow is achieved before stormwater enters the buffers as
well as maintain riparian buffers.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary sewer
Page 9 of 10

XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application?
Yes ^ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

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WETLANDS IMPACT DEIAIL #4
1 \ ~ SCALE: 1 "=50' DATE: 4-13-04
\ \_ ~ ~~ YARBROUGH - wILLIAM$ do H OL1I,E, INC.
~~ ~ ~_ Planning Suruayting Engtinsaring
~ ~ \~~ TJO xladwr OeY Courl CE~r1elG NC 2E27J
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o ~o~P~~oN ~~ ~ WETLANDS IMPACT DETAIL ;~7
Sv~vE~E ~ SCALE: 1 -50 DATE: 4-13-04
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_ _ Planning Suruaying Engtinoering
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ISTURBED
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TURBED RIGHTLEAF AT THE PARK
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WETLANDS IMPACT BL~TAIL X10
SCALE: 1 =50 DATE: 4-13-04
' ~ YARHROUGH - wILLIAMS & H OUI,E, INC.
~
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/ / _----
T90 ~indrot Oak Court Clurtolb NC 26279
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Page 1 of 1

todd
From: Jay Nivens [[e-mail]]
Sent: Monday, August 02, 2004 8:52 AM
To: Todd Preuninger
Subject: Brightleaf at The Park Sewer Capacity Exhibit
Todd,
Here is the exhibit we have provided to the city to show the capacity of the trunk line
and the area of service shaded in blue). The trunk line is sized for 1184.68 acres. Our
project is only 687.3 acres of the basin. I can send you the spreadsheet if needed.
Thanks,
Jay Nivens
Yarbrough-Williams ~ Houle, Inc.
704-556-1990 x117
8/2/2004

u~~v~: tvv4 1~: ~~ r:is

~UUti
...
~' ~oY~ & ~n~r~.ronrnei~ta~. Ca~s~Xta~ts, P~
l iUT 0 Ravut Ridgy Rc~d Rnlcigh. Ncxth Mina 27614 Phai~: {9191 iS46-~~ . • Fax: [phone]
w W W-Sai1d];L. GOI3]
AGE~~1T' AUfiHORf.2,ATION FARM
AXl Blanks To Be Filled In By The Curr~n# Landow.rlex
Name: '~l-~~ l~ E'~~lC~I~T~-•-~ A -~ ~--~-- ~
~ ~ 1'~G ~z 10 ~L~ l ~/1
Address:. ~C3 ~'C-_ STC\-~ P•~~ ~ l-~l ~ , ,
2~1co~~
Froject Name/Description: ~~-\ ~~-~~ ~-'~ P'~
Date: ~y ~ ~ ~ ~ , `ZOO
'I%.e Department of the A.rniy
U.S. Army Corps of Enginee_=s, VV1lniirlgton >:~istrct
P.O. Box 1890 , ter-:. ~ ~ ~'
i~tiilmzngtan, NC 284x2
~.
Field Office: ~pr
Re: Wetlands Related Consaiting and P~~itting ~~~~''~"`"`'~
To Whcm It i~iayr Cance;~:
the Curre:tt .C~7~oil~'rt° OWrle''r he*ehy designate and aat~oYize Srn1 ~z Fnviianme=t~a1 Consultants, P~± io
act in me behalf as my agent nm fine preces_ring cf but applications, to furnish upcn ~~ue~.
sLL;epiernEnta?.;.-~.tz~rn,a~or. in sup Yoz? or ap~~lu'atio:s, e*_c. €rom in:s day far~vazd_ i:.ne i ~ _. Gray ~f
ibis notification superszdes any prey-ious correspoi-aence conce>~ir~g tl'~e agent fer tizis projee: i.
Np'i'ICE: This authorization, for lia'n>7ity and prdfessiona] courtesy reasons, is valid on3y for
govexnment adf~ais to entex the pmperty 'when accompanied inj SS~EC staff. You should call S&EC
to arrange a sate meek prior to Visiting the Site.
8rf' ~Q .~ . v~4'. ~-Ic..\~1~•2i~ ~ •V~ 1~'`~'C1N- n~l~-sum
Print Property ~vnez s Name Property C7wner's Signature
cc: Mr. John Lorney cc ~'. ~~ ~~
NCDENR - DWQ Soil & ~nviranmental Consultant, PA
2321 Crabtree Boulevard
Raleigh, NC ZG04 '

Charlattc (?Bice: cn:~.~txxv o~;

3817-T: Tawndale Dtivc ~korv otT,.x:
bey Coon Mauntain Tanc
2~6 LcPhillip Court, Sufic C Taylorsvillc. NC ?8681
Cot~mi. NC 28Q75 Gt~uboso. NC 27455
Pfionc: [phone] Yhoitn (gam) 635-58"'0
Phone: (744) 7~-94Q5
Fax_ [phone] Fax: (l~8) bS5-5824
Faz: 1704) 724-9406

~~ I G~TL~~~ ~T T~~ ~~~K
INLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
TEMPORARY INLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
SNEET PURPOSE
uETLAMS L - BUFFER
ZONE I ZONE 2 TOTAL
SQ FT. SR FT. LINEAR FT. SQ FT. SQ. FT. SQ. FT.
PERMANENT INLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
UNIMPORTANT / INTERMITTENT STREAMS
IhPAGT SHEET PURPCSE IfTLANDS GNANNH. NEUSE BUFF
N0. ZONE I ZONE 2 TOTAL
SQ. FT. SQ. FT. LINEAR FT. SQ FT. SQ FT. 5Q FT.
TOTALS
2 SE34~ JURISDICTIONAL 212 0 0 0 0 7-2
2 SEVER JURISDICTIONAL 0 651 40 2462 713 3235 8.3
2 SE1492 JURISDICTIONAL 0 676 40 2553 1572 4125
2 SEVER JURISDICTIONAL 0 182 40 2069 1262 3331 11-3
3 SEA JURISDICTIONAL 0 0 0 519 519 19-3
3 SCR 1URISDIGTIONAL 0 222 40 2062 1255 3317 20-2
4 SaER JURISDICTIONAL 0 627 40 3076 1820 4896 3-13
4 WATERLINE JURISDICTIONAL 0 182 20 1358 533 1891

5 SE~2
JURISDICTIONAL
826
0
0
0
0 I-I
1-3
I-4
6 5&~ JURISDICTIONAL 0 562 40 2699 1282 3981 I-b
6 SEDER JURISDICTIONAL 0 55 40 1816 1211 3027 I-7
1038 3157 300 18095 10227 28322 I-8
2 STORhWATER DEVICE JURI SDIGTIONN_ 442 0 0 0 0 0
2 STORhWAT~ DEVICE JURI SDILTIONAL 428 0 0 0 0 0
3 ROAD JURISDICTIONAL 451 321 107 9552 5601 15153
3 ROM GRASSING JURISDIGTIONN. 0 1480 377 23600 14548 38148
3 ROAD GROSSING ISOLATED 0 1165 197 15652 12550 28202
3 ROM GRASSING JURISDICTIONAL 202 0 0 0 0 0
4 LOT FILL JURISDICTIONAL 1550 0 0 0 0 0
4 ROAD CROSSING JURISDICTIONAL 728 0 0 0 0 0
4 LOT FILL JURISDICTIONAL 218 0 0 0 0 0
4 ROM CR0551NG JURISDICTIONAL 290 0 0 0 0 0
4 LOT FILL JURISDICTIONAL 966 0 0 0 0 0
4 ROAD CROSSING JURISDICTIONAL 859 0 0 0 0 0
4 LOT FILL AND SEER JURISDICTIONAL 1534 0 0 0 0 0
4 LOT FILL AND 5&ER JURI SDIGTIONPL 2373 0 0 0 0 4
12-2 5 ROM CROSSING JURI SDI GTIONAL 315 411 200 10262 7852 18114
19-8 5 STORM4ATER DEVICE JURI SDI GTIONAL 242 0 0 0 0 0
19-9 5 ROM CROSSIN6 JURI SDIGTIONAL 0 983 246 15972 10013 26045
37-I 5 ROM GROSSING ISOLATED 2345 0 0 0 0 0
38-1 5 STORhWATER DEVICE JURISDICTIONAL 195 0 0 0 0 0
A-I 8 ROM GROSSING JURI SDI GTIONAL 3520 805 290 15445 8195 23640
B-I 8 ROM CROSSING ISOLATED 1014 0 0 0 0 0
TOTALS 17678 5165 1417 90483 58819 149302
TOTALS - ISOLATED 3359 1165 191 15652 12550 28202
TOTALS - JURISDICTIONAL 14319 4000 1220 74831 46264 121100
PERMANENT INLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
IMPORTANT /PERENNIAL STREAMS
IPPAGT SH~'f PURPOSE METLANC5 GNAtINE L NEUSE BUFFER
N0~ Z01~ I ZONE 2 TOTAL
SQ FT. SQ FT. LINEAR FT. SQ FT. 5Q FT. SQ FT.
3-I 4 ROM UZOSSIN6 JURISDICTIONAL 0 976 142 9785 5830 15615
3-15 3 ROM CROSSIN6 JURI SDIGTIONPL 0 2465 157 15085 8685 23770
TOTALS 0 3441 299 24870 14515 39385
TOTAL -JURI SDI GTIONAL INCLUDING Y~ETLANDS GH/WNELS 21760
~
xALE ~ -~ W~TL AND ~°"' "H"is "°
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8
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I~EV A 3 LLMEN75 JUNE Z1 1W4 RIEST
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SSOCIATES
NC.
7 I _
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_ DATE: MARCH 31, 2~4 kEV ~ a COMEnTS wort ji. imn ~ ,
c
MP~tGT ~~~~
! eve s carExrs ~h~x io xa LAND USL'CONSULTAN75 PLANNERS'LANDSCAPLDLSIGNIiRS~SURYL''YORS!LNG1NI:k1tS
'
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I! I NOTE
FOR ALL CULVERT ROAD CROSSINGS OF L~TLAND
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j CONSTRUCTION THAT WILL PROMOTE THE SAFE PASSAGE
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T
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j BE MODIFIED BYWIDENIN6 THE STREAM CHANNEL OR
! $Y REDUCING THE DEPTH OF THE STREAM BEYOND THE
LIMITS CP THE PERMITTED IMPACT. CULVERT
! i INVERTS WILL BE INSTALLED AT LEAST ONE FOOT
I BELOW THE BED OF THE STREAM FOR CULVERTS
i
i GREATER THAN 48 INCHES IN DIAMETER. FOR
~ CULVERTS 4B INCHES IN DIAI~TER AND SMALLER,
CULVERTS MUST BE INSTALLED BELOW 7HE BED OF THE
{ STREAM TO A DEPTH EQUAL TO OR GREATER THAN 20
i PERCENT OF THE DIAMETER OF THE CULVERT.
BOTTOMLESS ARCH CULVERTS WILL SATISFY THIS
! CONDITION. A WAIVER FROM THE DEPTH
{ SPECIFICATIONS IN THIS REGIONAL CANDITION MAY
i BE REQUESTED IN WRITING. THE WAIVER WILL ONLY
BE ISSUED IF IT GAN BE DEMONSTRATED THAT THE
3 S O IMPACTS OF COMPLYING WITH THIS REGIONAL
CONDITION l-JOULD RESULT IN MORE ADVERSE IMPACTS
TO THE AQUATIC ENVIRONMENT.
370

360
350 ~' ! ~ I ~ ~ ~ I I 350
I i i
O+OD I +DO 2+00 3+00

SHrET # iv
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400
390

i NOTE
i
FOR ALL CULVERT ROAD CROSSINGS OF I-ETLAND
AREAS, MEASURES WILL BE INCLUDED IN THE
400 CONSTRUCTION THAT WILL PROMOTE THE SAFE PASSAGE
OF FISH AND OTHER AQUATIC ORGANISMS. ALL
CULVERTS WILL £E INSTALLED TO A DEPTH OF CNE
FAT BELOW THE BED OF THE STREAM OR WETLAND.
'
I I FOR ALL CULVERT CONSTRUCTION ACTIVITIES, THE
DIMENSION, PATTERN AND PROFILE OF THE STREAM,
(ABOVE AND BELOW A PIPE OR CULVERTI. SHOULD NOT
- ~ ~ ~ 6E MODIFIED B7 WIDENING THE STREAM CHANNEL OR
I by REDUCING THE DEPTH OF THE STREAM BEYOND THE
LIMITS OF THE PERMITTED IMPACT. CULVERT
INVERTS WILL BE INSTALLED AT LEAST CNE F007
BELOW THE BED OF THE STREAM FOR CULVERTS
GREATER THAN 48 INCHES IN DIAMETER. FOR
CULVERTS 48 INCHES IN DIAMETER AND SMALLER,
I CULVERTS NJST BE INSTALLED BELOW THE 8ED OF THE
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I EOTTOMLE55 ARCH CULVERTS WILL SATISFY THIS
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390 E
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I
BE
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WR171NG
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3~0
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330
330
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NOTE
FOR ALL CULVERT ROAD CROSSINGS OF INLAND
AREAS, hEASURES WILL BE INCLUDED IN THE
CONSTRUCTIGJ THAT WILL PROMOTE THE SAFE PASSAGE
OF FISH AND OTHER AQUATIC ORGANISMS. ALL
CULVERTS WILL BE INSTALLED TO A DEPTH OF CNE
FAT BELOW THE BED OP THE STREAM OR WETLAND.
FOR ALL CULVERT CONSTRUCTION ACTIVITIES, THE
DIMENSION, PATTERN AND PROFILE OF THE STREAM,
(ABOVE AND SLOW A PIPE OR CULVERT), SHCULD NOT
BE MODIFIED BY WIDENING THE STREAM CHANNEL OR
BY REDUCING THE DEPTH OF THE STREAM BEYGND THE
LIMITS OF THE PERMITTED IMPACT. CULVERT
INVERTS WILL BE INSTALLED AT LEAST CNE F00T
BELOW THE ~D OF THE STREAM FOR CULVERTS
GREATER 7HAN 48 INCHES IN DIAMETER. FOR
CULVERTS 48 INCHES IN DIAMETER AND SMALLER,
CULVERTS NJST BE INSTALLED BELOW THE BED OF 7HE
STREAM TO A DEPTH EQUAL TO OR GREATER THAN 20
PERCENT tJF THE DIAMETER OF THE CULVERT.
BOTTOMLESS ARCH CULVERTS WILL SATISFY THIS
CONDITION. A WAIVER FRGM THE DEPTH
SPECIFICATIONS IN THIS REGIONAL CONDITION MAY
~ REQUESTED IN WRITING. THE WAIVER WILL gVLY
BE ISSUED IF 17 CAN BE DEMONSTRATED THAT THE
IMPACTS OF COMPLYING WITH THIS REGIONAL
CONDITION W7JLD RESULT IN MORE ADVERSE IM'AC7S
TO THE AQUATIC ENVIRONMENT.

SHOT # I Z
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FOR LOCATION £
PRESSURE-TREATED
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3 0
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