HomeMy WebLinkAbout20050399 Ver 1_COMPLETE FILE_20050303MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: E. Kulz
WQ Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Brooks Creek Subdivision/Polk-Sullivan LLC
Project Number 05 0399
Recvd From APP -
Received Date 3/3/05 Recvd By Region
Project Type
County Chatham
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland `Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 OTH O Y O N 18-17-(02) w_s v ? 30,607. 0.06 229.00
F-rQY ON F_-??F_ F_ I r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Provided by Region: Latitude (ddmmss)
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Longitude (ddmmss)
Comments:
3/31/05 Due to configuration of the property, Impact A seems pretty much unavoidable. After the
Impact A crossing, can the road he turned south and extended a little further south to avoid the
wetland impacts at Impact B?
Additional impacts to follows this is just the access road. EWK
cc: Regional Office
Central Office Page Number 1
Date:
Triage Check List
Projeot Name: L ;xr
?`?K- Svl il/kn ALL
DWQ#: OS'?`G3
County: a? m
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
® RRO Mike Horan
From: L k wry ??fa?, Telephone : (919)
The file attached is being forwarded to ? our for your evaluation.
Please call if you need ass' tance.
? Stream length impacted i
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neese, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
El Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
OVERALL 51TE LAYOUT - PAGE I OF 2
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OVERALL SITE LAYOUT -PAGE 2 OF 2
CHATHAM COUNTY
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O?O? W AT FRQG
6 r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 4, 2005
Mr. Robert Swain
Polk-Sullivan, LLC
P.O. Box 5689
Cary, NC 27512
Subject Property:
Brooks Creek Subdivision
Ut to Dry Creek, Class WSIV, 18-17-2
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Swain:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0399
Chatham County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.064 acres of wetlands and 229 feet of intermittent streams for the purpose of
constructing a residential subdivision at the subject property, as described within your application dated
March 2, 2005 and received by the N.C. Division of Water Quality (DWQ) on March 3, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s) 39
when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Non-discharge, and other regulations. Also,
this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 229 (feet) PCN form
404/CAMA Wetlands 0.064 (acres) PCN form
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919-733-1786 / FAX 919-733-6893 / Internet: http://h2o.enr.state.nc.us/ncwetlands
Noe
Noe Carolina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Brooks Creek Subdivision
Page 2 of 4
April 4, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
4" .
Brooks Creek Subdivision
Page 3 of 4
April 4, 2005
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
7. Written Stormwater Management Plan (Final Plan Needed only if impervious surface area
exceeds 30%)
The following condition shall apply only if the impervious area of the entire, built-out project or
pockets of high-density development will exceed 30%:
An additional condition is that a final, written stormwater management plan (including a signed
and notarized Operation and Maintenance Agreement) shall be approved in writing by this Office
before the impacts specified in this Certification occur per Condition No. 4 in GC No. 3402. The
stormwater management plan must include worksheets, plans and specifications for stormwater
management facilities that are appropriate for surface waters classified as Class C and designed to
remove 85% TSS according to the most recent version of the NC DENR Stormwater Best
Management Practices Manual. These facilities must be designed to treat the runoff from the
entire project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the subject site, the facilities (as approved by this
Office) shall be constructed and operational, and the stormwater management plan (as approved
by this Office) shall be implemented. The structural stormwater practices as approved by this
Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water
Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for 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 certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Eric Kulz in the DWQ Raleigh Regional Office at 919-571-4700.
Sinc
erely, l
0
/1_17 lan W. Klimek, P.E.
AWK/cbk
r
Brooks Creek Subdivision
Page 4 of 4
Apri14, 2005
Enclosures: GC 3402
Certificate of Completion
cc: Sean Clark, S&EC, 11010 Raven Ridge Road, Raleigh, NC, 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050091 B eaver(Wake)401
US army Corps of Engineers
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Rd.
Suite 120
Raleigh, NC 27615
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467
NCDENR-DWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd.
Parkview Building
Raleigh, NC 27604
RE: Nationwide Permit 39 and 401-Water Quality Certification
Brooks Creek Subdivision [,7- 1,?/7?
Chatham County, North Carolina `"- ?
MAR 0 0 2005
Dear Mr. Tugwell and Ms. Karoly: LE iR. - yFA ER CL',"-,LITY
On behalf of Polk Sullivan, Inc., we hereby request authorization from the US Army Corps of .
Engineers (USACE) to use Nationwide Permit (NWT) 39 for proposed permanent impacts to
intermittent streams and jurisdictional wetlands resulting from the construction of a road. Also
the 401-certification (GC 3402) associated with NWP 39 is requested from the North Carolina
Division of Water Quality (DWQ). A Pre-construction Notification Application (PCN) is
attached, which includes an Agent Authorization Form:
Site Location
The site is located 4,000 feet southeast of the junction of Dry Creek and NC Highway 87 and is
approximately 774 acres in size. The site is situated between NC Highway 87 and Chatham
County Rd 1520. Please refer to the attached Figures 1 and 2 for the project's location on a USGS
topographic quadrangle and the Chatham County Soil Survey maps, respectively.
Proiect History
No previous permits have been applied for or issued on this property. S&EC completed detailed
wetland delineation in October of 2004 to provide the base information required for planning the
residential subdivision. In October of 2004 a site meeting was held_with Mr. Todd Tugwell of the
USACE to make "importance" calls on the two stream features being crossed. A site meeting
was also held with Mr. Eric Kulz of the NCDWQ on February 22, 2005 to make
perennial/intermittent determinations on the same two stream features. As a result of these
meetings the road was realigned so as to cross at a point' upstream of the perennial/important
point. A site meeting is being held with Mr. Kulz on March 3, 2005 to complete the perennial
calls on the rest of the property. The remaining wetland delineation survey is being completed
and will be submitted for USACE approval within the next two months.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: (704) 720-9405 Phone: (336) 540-8234
Fax: (704) 720-9406 Fax: (336) 540-8235
i ,5
March 2, 2005
S&EC Project #8682.W1
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. Q U,3 9 9:
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® 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: 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: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Polk-Sullivan LLC
Mailing Address: Attn: Robert Swain
P.O. Box: 5689
Cary, NC 27512
Telephone Number: (919) 469-8674 Fax Number: (919) 469-4778
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: (919)846-5900 Fax Number: (919)846-9467
E-mail Address: SClark@SandEC.com
Page 1 of 9
the immediate north is currently being developed as a single-family residential golf course
community.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project will be a single-family residential subdivision with the typical roads and
utilities. The proposed impacts are due to a road connection required to connect to the
Chapel Ridge Subdivision to the north. The future lot layout and road corridors etc have
not been finalized for the rest of the IP site at this time however all efforts will be made to
minimize and avoid any unnecessary impacts. Bridges or open bottomed culverts will be
required in order to keep the cumulative impacts within the Nationwide Permit 39 thresholds.
Heavy equipment typical to this kind of work is to be used.
11. Explain the purpose of the proposed work: The purpose of the proposed road is to tie into
the Chapel Ridge Subdivision to the north and provide access to the property from Hwy 87.
This road connection is required by the county to connect both subdivisions to Highway 87
on the western property boundary. The completion of this road is required in order for the
Chapel Ridge Subdivision to the north to complete the next phases of their project. The
proposed road will also provide a connection between Old Graham Road (SR 1520) to the
east and Hwy 87. The future overall project will provide additional housing for the 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 USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been applied for or issued on this property. S&EC completed detailed
wetland delineation in October of 2004 to provide the base information required for planning the
residential subdivision. In October of 2004 a site meeting was held with Mr. Todd Tugwell of
the USACE to make "importance" calls on the two stream features being crossed. A site
meeting was also held with Mr. Eric Kulz of the NCDWO on February 22, 2005 to make
perennial/intermittent determinations on the same two stream features. As a result of these
meetings the road was realigned so as to cross at a point upstream of the perennial/important
point. A site meeting is being held with Mr. Kulz on March 3, 2005 to complete the perennial
calls on the rest of the property. The remaining wetland delineation survey is being completed
and will be submitted for USACE approval within the next two months.
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.
Page 3 of 9
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
A Culvert / Rip- 109' UT to Dry Creek +/-3' Intermittent
Rap
B p Rip-
Culvert 120' UT to Dry Creek +/-6' Intermittent
a
* 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
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tMozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 229 linear feet
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 bay, ocean, etc.
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/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 may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Page 5 of 9
Because impacts to wetlands are less than 1/10 acre no wetland mitigation is proposed.
Impacts to intermittent/unimportant streams typically do not require mitigation and have
been minimized as much as possible therefore stream mitigation has not been proposed. If
mitigation is rewired we propose that payment be made to the NCEEP.
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
(919) 733-5208 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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
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 (919) 733-5083 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.
Page 7 of 9
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes El 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 9 of 9
SUM LCVUCI I fk LurirHNT raX-y1y-4by-4((t5
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Environmental
Road Raleiah, North Cuohns 27614 • 1
W W W.SUdEC.com
Consultants, PA
'hone.: (919) 8465900 • Fax• (919) 546.9467
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Lar? ow
Name; ?olk S,.I?ivah LLC ;+4r ?o?? 5??'?
Address:
1?0' C.,-,:, N (- z 7--5-) Z
Phon)
Project Name/ Description: ck S ?,v ct ric v? s ?• 0 h
Date:
The Deparmwnt of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: j ? 11'
_
field Office: ? 42?
Re: Wetlands Related Consulting and Perirtitting
To Whom It May Concern:
1, the current Rroerty otimer, hereby designate and authorize Soil & Environmental Consultants, PA to
act to my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. :from this day forward, Tho -- day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE;: This authorization, fw liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site. .
Print Property Owner's Name
roperty net' ignature
cc: Ms. Cyndi Karoly cc: Air. Seaxi Clark
NCDENR - DWQ Soil & Envxronnlental'Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
Viso:
236 Lephwip Court. Suite C 3817-B lxwndak Dsivc
Concord, NC 28025 t3m=sbm, NC 27455
Dhwe: (704) 7Z0.9405 Phone:' (336) 540-8234
Fax' (704) 720-9406 Fax: (336) 546-8235
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8682w1V°' Figure 1- USGS Map'
Soil & Environmental Consultants, PA
Project Mgr.: Brooks Creek Subdivision 11010 Raven Ridge Rd.- Raleigh, NC 27614
Sc East/West Partners (919) 846-5900 - (919) 846.9467
Chatham Co., NC Web Page: www.SandEC.com
Scale:
V = 2,000'
10118/04 Chatham County
Soil Survey
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Project N Figure 2- Soil Survey Map
Soil & Environmental Consultants, PA
Project Mgr.: Brooks Creek Subdivision 11010 Raven Ridge Rd.- Raleigh, NC 27614
SC East/West Partners (919) 846-5900 - (919) 846-9467
Scale: Chatham Co., NC Web Page: www.SandEC.com
1 = 2,000'
10/18/04 Chatham County
Soil Survey
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
(919) 846-5900
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Brooks Creek Subdivision S&EC # 8682.W1 Date: 10/19/2004
Applicant/Owner: Polk-Sullivan, LLC County: Chatham
Investigator: Jason Payne State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater Forest
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: 10' NE of flag 916
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Eulalla viminea Herb FAC+ 9. Toxicodendron radicans Vine FAC
2. Lonicera japonica Vine FAC- 10. Liquidambar styraciflua Tree FAC+
3. Salix nigra Tree OBL 11.
4. Acer rubrum Tree FAC 12.
5. Juncus effusus. Herb FACW+ 13.
6. Diospyros vlrginlana Tree FAC 14.
7. Fraxinus pennsylvanica Tree FACW 15.
8. Ulmus alata Sapling FACU+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 80%
Remarks: Wetland Vegetation Present
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
_ Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. 2" (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: - (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0" (in.)
Remarks: Wetland Hydrology Present
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
(919) 846-5900
Project/Site: Brooks Creek Subdivision S&EC # 8682.W1 Plot ID: 10' NE of flag 916
SOILS
Map Unit Name: 525 B Drainage Class: Somewhat poorly
(Series and Phase): Cid-Lignum Complex 2-6% slopes Field Observations
Taxonomy (Subgroup): thermic Aquic Hapludults Confirm Mapped Type? - Yes _ No
Profile Description:
Depth Matrix Color Mottle Colo r Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-12 A 2.5YR 5/4 7.5YR 5/6 Common Distinct Silty clay
Hydric Soil Indicators:
Histosol Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric Soils Absent
IL--
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No Yes X No
Hydric Soils Present? Yes X No
Remarks:
IL- 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
(919) 846-5900
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Brooks Creek Subdivision S&EC # 8682.W3 Date: 10/19/2004
Applicant/Owner: Polk-Sullivan, LLC County: Chatham
Investigator: Chris Flowers & Mark Allen State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater Forest
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Inside flag 614
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Saururus cernuus OBL 9.
2. Juncus effuses FACW+ 10.
3. Quercus alba FACU 11.
4. Cornus amomum FACW+ 12.
5. Ulmus a/ata FACU+ 13.
6. Acer rubrum FAC 14.
7. Osmunda regalis OBL 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 71%
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
_ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: _
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. 3" (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: - (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0 (in.)
Remarks: Wetland Hydrology Present
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
(919) 846-5900
Project/Site: Brooks Creek Subdivision S&EC # 8682.W3 Plot ID: Inside flag 614
SOILS
Map Unit Name Cid Drainage Class: Somewhat Poori Drained
(Series and Phase): Cid silt loam 6-10% slopes Field Observations
Taxonomy (Subgroup): thermic Aquic Hapludults Confirm Mapped Type? _ Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-12 A 10YR 5/1 10YR 5/6 Silty clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric Soils Present
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hyddc Soils Present? X Yes No
Remarks:
IL-
NCDWQ Stream Classification Form
Project Name: IW"-S cruk SID River Basin: C.(X, l-c,,r County: Evaluator: A-0., D CoaVi"
DWQ Project Number: Nearest Named Stream: !`5 Latitude: Signature:
J t ? t;,r -p1?`1
Date: AH Z*N, zooy USGS QUAD: y? Longitude: Location/Directions: uo? .J
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if
in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this rating system
should not be used*
Primary Field Indicators: (Circle One Number Per Line)
2) Is The USDA Texture In Streambed
9) Is a Continuous Bed & Bank Present? 0 1 ('?J 3
(*NOTE.- h Bed & Bank Caused By Ditching And WITHOUT Sinuosi(y Then Score=0')
10) Is a 2°d Order Or Greater Channel (As Indicated !?1
PRIMARY GEOMORPHOLOGYINOICATO"OINTS:/J?
H. Hydrology Absent Weak Moderate Strone
1) Is There A Groundwater -
PRIMARYHYDROLOGYINDICATOR POINTS: O
Secondary Field Indicators: (Circle One Number Per Line)
5) Is There An Active (Or Relic)
Floodnlain Present? 0 2 3
PRIMA R Y BIOL 0 G Y INDICA TOR POINTS. en_
.3l iuoes i opograpny inmcate A
Natural Drainage Way? 0 5 ?`1) 1.5
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS.
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last Year's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since
S) Is There Water In Channel During Dry
1.5
1.5
SECONDARY HYDROLOGY INDICATOR POINTS: 3 • ?
1) Are Fish Present?
1.5
8) Are Wetland Plants In Streambed? SAV "' ostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
(*NOTE. If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Steo UNLESS SAV Present*)
SECONDARYBIOLOGYINDICATOR POINTS: Z
TOTAL POINTS (Primary + Secondary) = Z(0 (If Greater Than Or Equal To 19 Points The Stream Is
At Least Intermittent)
Notes:
Instruction Manual for use of the form is found at: http://h2o.enr.state.nc.us/ncwetlands/strmfrm.html
NCDWQ Stream Classification Form
Project Name: $rcck3 Cxc'? River Basin: C-',?` mac` r, County: h,-+t'""' Evaluator:
DWQ Project Number: Nearest Named Stream:°Ctc ak Latitude: Signature:
?? Z?ort TZ t4 -F?
Date: APr?1 Z i USGS QUAD: $rr? w" Longitude: Location/Directions: z4b,,5'
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if
in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this rating system
should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomor holo Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 176 1 2 3
2) Is The USDA Texture In Streambed
9) Is a Continuous Bed & Bank Present? 0 1 3
(*NOTE.- IjBed & BankCaused BvDitching And WITHOUT Sinuosity Then Sco =O*)
10) Is a 2°d Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Presents Yes=3 No 0
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:_?
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
PRIMARY HYDROLOGY INDICA TOR POINTS: 1?
Secondary Field Indicators: (Circle One Number Per Line)
5) !s There An Active (Or Relic)
PRIMARY BIOLOGY INDICATOR POINTS. 3
3) Does Topography Indicate A
Natural Drainage Way? 0 1 1.5
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS. _?
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last Year's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0
1.5
5) Is There Water In Channel During Dry 0 < 1 1.5
SECONDARYHYDROLOGYINDICA TOR POINTS.
1) Are Fish Present?
.5
1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(*NOTE. If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Sten UNLESS SA V Present*
SECONDARY BIOLOGY INDICATOR POINTS:_?Q_
TOTAL POINTS (Primary + Secondary)
At Least Intermittent)
(If Greater Than Or Equal To 19 Points The Stream Is
Notes:
Instruction Manual for use of the form is found at: http://h2o.enr.state.nc.us/ncwetlands/stnnfrm.html
2
DWQ# 20 06 D Date Who Reviewed:
Plan Detail Incomplete /
Cn?f S ?LcW (1?+^??? rvti y ?? c{,;1 ?y S/?
V/Please provide a location map for the project
4wv yh.V"'yf s Gt,e7- G n,> />ry v> ?KV,T yh. ihr
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan. / L 1,J4,
p
? Please indicate all buffer impacts on the site plan. ??-4YI4?,.,.y,`? r -3/L/' '-'
? Please indicate proposed lot layout as overlays on the site plan. ?"`???
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage. I !
se to pl ines the
_D4nme-indiss stor wa er tfa n an.
10 T-' ° PP
t rc. +n ?C., - s ?n C-?5
d'V W`t' t'`p"
S?'^?- u4hci
,-r,_ ek a so ,
?? as 1C e di sit o rovisi m es on a site pl { `v r c,
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to ian.mcmillan@ncmail.net and CD:
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Iran # Invoice
6101 030205
Type Date Reference
Invoice 03/02/05 8682.1gI
Date
050399
03/02/05
Balance
$475.00
Check Number
Check Amt:
Discount
$0.00
MAR ? 2005
QENR - WATER QUALITY
WETLANLS AND STORMWATER BRANCH
017404
174D-4--
$475.00
Pay Amount
$475.00
l~
STILE PL ~ 3698 Johnson Mill Road
Raeford forth CaroUna 28376
~BERDEER 4 RRSH AR C Phone: 10 046 (9 ) 9 777
~v g ~ ~ R IgPo Fax: (910) 904-5777 -
z
,I SITE
0 se arx a ~ ors arr ~6~GINCERIIJG~SIJRVEYING GPb L0~5TW1CfI0N LAY0IJT I ~ ~ ~
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P'
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NNBERRY RD 9~
NOT TO SCALE IMPACT AREA #1 WETLANDS IMPACT: 43FT2
STREAM IMPACT 96.4 LF j
i S IMPACTS DUE TO GRADING HAVE BEEN
REMOVED THROUGH THE USE 0 F
1 RETAINING WALLS.
THE ROAD CROSSING IMPACTS HAVE
0 / BEEN MINIMIZED BY CONSTRUCTING HEAD WALLS ON EACH END OF THE CROSSING
LEGEND; / PIPE. THE WETLANDS IMPACTS HAVE
N/F-NOW OR FORMERLY MAY l R 2006 j BEEN MINIMIZED. THE PERMENENT RIPRAP DISSIPATOR HAS BEEN REMOVED
R/W-RIGHT OF WAY a I AND ASEMI-PERMENENT EROSION ~ CONTROL MATTING HAS REPLACED IT ON
PROPERTY LINE DENk -WATER a;;AUry I Z THE DOWNSTREAM SIDE OF THE 48
_ _ _ _ _ _ _ _ YYETtAND3 AND STq~q~ eR~NCH ADJACENT PROPERTY LINE Q I PIPES. THE MATTING IS TYPE "C1256N"
RIGHT-OF-WAY ~I MADE BY NORTH AMERICAN GREEN. W
SANITARY SEWER LINE ~ ~I
STORM DRAINAGE LINE I
OVERHEAD UTILITY LINE l
FENCE LINE RAILROAD TRACKS
SPILL CURB
WETLANDS LIMIT
UTILITY POLE
GUY WIRE I
SANITARY SEWER MANHOLE I
WETLANDS AREA I
1
PROJECT NAME ,I
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~ n Oll. ASPF _ 20g.p0 ASPHALT SOI DOWNSTREAM ~ END
P. 0. Box 9846
- ~ ~~~~ppilluunn/~~ Greensboro, North Carolina 27429
.50 48 RCP ~ 210 N BAR i~q~~i Phone; 336 275.6198 ••p i,, ~
INV• IN: Z o = ocn m o ~ m „ 11~1~„ +m }pp }~D 48 RCP w o D m~ o o ~ o = o ~ ~ o ~ m p~•''~ESSIp••~/ Fax; 336 333-0084
209,20 _ ~ ¦11, o o m ~ m m IN: ~ 41 ~ ~ F i
INV•., 217 0' D D D T: 2p8.2 ~ r r r C ~ N n ~ fTi SEAL
U ~ ~ ~ INV• O 2~ r STREAM BED ~ .AM BED ~ °'r- ~ ~ _n: L•4291 :~c'
' - C125BN EROSION ~ ~r ' ~?o PROJECT INFORMATION %4T'•. SURVE. QJ~~
N CONTROL MATTING ~ _ _ Arbil NER U~~``~
~ ' 218 _ 1 1 Z N A llllltiillll DESIGNED BY; CHRIS
1~ `l ti 1 ~ V d5-D~i-OCR DRAWN BY; SEAN
`L S RT I L
_ 0 CHECKED BY; SCOTT
- - 219 I, CHRISTOPHER J. PUSEY, CERTIFY THAT THIS SURVEY IS PROJECT NUMBER; 204
• ~ 0 OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, ACOURT-ORDERED SURVEY, OR OTHER
2 EXCEPTION TO THE DEFINITI F SUBDIVISION.
~0 - DRAWING SCALE
220 ~ 21S - PR SSIONA AND RVEYOR - L-4291 HORIZONTAL: VARIES
_ -
'
`l~' 221 ~
y DATE RELEASED
~ n_nni MARCH 20.2006
I -LV
SHEET NUMBER
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I i 1 ~ , ` ~ ~y ~X ~ X kx / ~ \ i i _ _ _ _ Impervious ~ m~ ~ i , _ _ J f ~ ~ ~ Lots Area 'Total
r'd I ~ xy ~ x I \ ll~ 1 ~ ~ sY°~ ' - u o
I I ft~ ! ~ l ~ i 600 10,000 6,000,000 s.f. j ` ~ _ _ Z p
/ ~ x I I c , x ~ , i _ O -
11 ~h ,~`x~/~ "x ~ vy ~/i ~ n~ r^~~,~' / r1 11 Item Im pe rvlous U
' Area
1 I 1 ' X ~ '1 Y X~k~~X. III , 1 1
I 1 !Homesites' 6,000000's.f.
;match'~ne , 1 ~ ~I 1 2 Roadways 1;777,248 s.f. ~ 1 _ / `I 1 ! 3 ;Water Booster Pump Sta. 4,000 's.f.
_ 4 :Amenity 161,172 s.f. _ _ _
I ~ 5 Sidewalks & Trails 275,000 s.f.
I, v\ x , 1 / \ -
} 1 TOTAL IMPERVIOUS.., 8,217,420 Isf. 1 1 ,
II ~ J / r~ ~ ~ i r _ r ~v ~ ~ j ~ , I ' r i _
~ ; ? - ~ 1 I ~ \ ii ~ 1 1 TOTAL TRACT AREA 793.1',acres
11 • ~ / ~ ~ _ _ 34,547,438 'sf•
\ f i - ~ l . ~j 1
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\ d ~ 8 1 / 1 1 / i ~ 1 ~ 1 ~ _ _ _ ~ _ I , 1
1 g ~ .y ~ I l U i 1 IMPERVIOUS PERCENTAGE Ic 23.8 ¦
i i s,~_ - ~ _ 1 1 _ _
1 I I i r I I I ~ / \ ~ 1 1 ad ,
1 ~ I I ~ + -
\ 1 171 I \ - ' I 1 ~ \ I\ ~ \ x ' ~T`-'- ~ 1 1 ~ \ 11
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TOTALS IMPACT
PERMANENT IMPACTS i \
~ ~ ( ~ ~ /
S.F.499 WETLAND TOTAL RIP-RAP T_, ~ 1 _ !
L,F.108 STREAM i b 1 ~ ~ ~
TOTAL ROAD FILL S.F. 786 WtTLp?nu NOTE: i~ f
~ 1 : ~i~ ~
L.F. 142 STREAM 1 b I 1 11 ~ Q
COMBINED TOTAL S.F. 1 295 WETLAND BUFFERS PER CHATHAM COUNTY I I I ~ ` 1
L.F. ZJO STREAM WATERSHED PROTECTION ORDINANCE
I ~ - _ ~
TEMPORARY IMPACTS 450 o asa soa ~ ~
TOTAL UTILITY S.F. 'I ~ WETLAND ~ VOLUNTEER BUFFERS PER PLANNED UNIT mom 0~~ i
L.F. 239 STREAM 5CALf: 1"=450