20040867 Ver 1_COMPLETE FILE_20040526

os?stem z..
L
PROGRAM
July 25, 2006
Randy Humphrey & Associates
18636 Starcreek Drive, Suite G
Cornelius, NC 28301
Project:
County:
River Basin:
Cataloging Unit
Original Request:
Acceptance Date:
Request Status:
Dear Mr. Humphrey:
Falcon Ridge Subdivision (DWQ 04-0867)
Mecklenburg
Catawba
03050103
May 21, 2004
June 10, 2004
Expired
We are in receipt of an original signed "Summary of Permitted Impacts and Mitigation Requirements" form dated
July 20, 2006 which appears to be a request for an invoice to be issued for payment to the EEP as compensatory
mitigation for the above reference project. Since the acceptance of mitigation for this project expired on
December It, 2004 (six months after the date of the Acceptance Letter) and was never renewed, we are unable to
accept responsibility to provide mitigation at this time. If you want to submit a new In Lieu Fee request form (a
copy is included... you can also find it at http://www.neeep.net/pages/fee.htm by clicking on the link), we will
consider the request at our next review meeting held weekly on Monday afternoons.
If you have any questions about this project or EEP's procedures, you may call David Robinson at 919-715-2228,
or email him at [e-mail].
Sincerely,
'??. cif
Willialr? D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Alan Johnson, DWQ-Mooresville
File
oar ftR,ti°i
o ? ? ,? ?p06
L
JU DER a q ? e??N
gyp. a?

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 1 www.nceep.net
DWQ NCWRP 919 733 5321 07/14 '04 15:08 N0.180 01/01
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
June 10. 2004
Chris Huysman
Wetland & Natural Resource Consultants, Inc.
P.O. Box 224
Newton, NC 28658
Subject Project: Falcon Ridge Subdivision
County: Mecklenburg
William G. Ross Jr., Secretary
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream 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
>Pennit/401 Certification witbin this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated May 21, 2004 the stream restoration. that is necessary to satisfy
the compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of
miti tion that the NCEEP will accept for this ro'ect is also indicated in this table.
Stream
linear feet Wetlands Riparian
acres Riparian Buffer
ft2
Impacts 300
Nfifi Lion Maximum 600
The stream 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 03050103 of the Catawba 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,
Deborah D_ Anderson
In-Lieu-lee Administrator
cc: Cyn.di Karoly, Wetlands/401 Unit
Steve Chapin, USACOE-Asheville
Allen Johnson., DENR Regional Office-Mooresville
File
NC DENR Ecosystem Enhancement Program
1619 Mail Service ;enter, Raleigh, North Carolina 27699-1619
Phone: [phone]' FAX: [phone] i Internet: h2o.enr.state.nc,us/wrp/
NofthCarofina
;Vaturall,ff
JUL-14-2004 WED 13:36 TEL:[phone] NAME:DWQ-WETLANDS P. 1
\ NA rFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
'OA 61 j [ Alan W. Klimek, P. E. Director
Coleen H. Sullins, Deputy Director
0 Division of Water Quality
July 14, 2004
160 Development Group, LLC
Attn: Randy Humphrey
18636 - G Star Creek Drive
Cornelius, NC 28031
DWQ Project # 04-0867
Mecklenburg County
Page 1 of 3
Subject Property: Falcon Ridge Subdivision, NC Hwy 160, Charlotte, NC
Blankmanship Branch [03-08-34, 11-137-10-2, C]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Humphrey:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.07 acres of wetlands?and 350 feet of streams for the
purpose of constructing roads and building lots at the subject property, as described within your
application dated May 21, 2004 and received by the N.C. Division of Water Quality (DWQ) on
May 26, 2004. 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 and Non-discharge 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 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:
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.state.nc.us/ncwetlands)
160 Development Group, LLC / Falcon Ridge SD / DWQ Project No. 04-0867
Page 2 of 3
July 14, 2004
Amount Approved
(Units) Plan Location or Reference
Stream 350 (feet) Impact 1, 2 & 3
404 Wetlands 0.07 (acres) Impact 2 & 4
2. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP) - Mitigation must
be provided for the proposed impacts as specified in the table below. We understand that you
wish to make a payment to the Wetlands Restoration Fund administered by the NC Ecosystem
Enhancement Program (EEP) to meet this mitigation requirement. This has been determined
by the DWQ to be a suitable method to meet the mitigation requirement. Until the EEP
receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program
Office), no impacts specified in this Certification shall occur. The EEP should be contacted at
[phone] if you have any questions concerning payment into a restoration fund. You
have one month from the date of this approval to make this payment. For accounting
purposes, this Certification authorizes payment into the Wetlands Restoration Fund to
meet the following compensatory mitigation requirement:
Compensatory Mitigation, River and Sub-basin &
Required Sream Index No.
Stream 300 (feet) 03-08-34 / 11-137-10-2
Catawba Basin 03050103
3. 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.
4. 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.
5. 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
160 Development Group, LLC / Falcon Ridge SD / DWQ Project No. 04-0867
Page 3 of 3
July 14, 2004
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.
6. 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.
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 or CAMA 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 Mr. Alan Johnson in the DWQ Mooresville Regional Office at (704)
663-1699.
Sincerely,
AWKIJRD/bz
7K1i7mekPE.
Enclosures: GC 3402
Certificate of Completion
cc: Christopher Huysman, WNR, Inc., PO Box 224, Newton, NC 28658
USACE Asheville Regulatory Field Office
DWQ Mooresville Regional Office
DLR Mooresville Regional Office
File Copy
Central Files
Filename: 04-0867
? 3F W ATER p Michael F. Easley, Governor
William G. Ross Jr., Secretary
`O G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500, 160 Development Group, LLC has permission as outlined below and within the
General Water Quality Certification (WQC) Number 3402 w/ additional conditions for the purpose(s) of constructing the
proposed Falcon Ridge S/D. All activities associated with these authorized impacts must be conducted with the
conditions listed in the attached certification transmittal letter. THIS CERTIFICATION ARE NOT VALID WITHOUT THE
ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT ECOSYSTEM ENHANCEMENT PROGRAM (EEP)
DWQ Project No.: 04-0867
Date: July 14, 2004
LOCATION: Charlotte
COUNTY: Mecklenburg
BASIN/SUBBASIN: 03-08-34 (river/subbasin);
11-137-10-2 (stream index no.); Catawba Basin 03050103
As required by 15A NCAC 2H .0506 and the conditions of WQC No. 3402 w/ additional conditions, you are required to
compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands, surface
waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the state.
[Note: Acreage requirements proposed to be mitigated through the EEP must be rounded up to one-quarter acre
increments according to 15A NCAC 2R .0503(b).]
0 acres of Class WL wetlands
0 acres of riparian wetland
0 acres of non-riparian wetland
300 feet of perennial stream channel
0 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503. If you choose this option, please sign this form and mail it to
the EEP at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon receipt of
this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE EEP.
Signature
ECOSYSTEM ENHANCEMENT PROGRAM (EEP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
Date
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
wt+j; t
Wetland and Natural Resource
Consultants, Inc.
U.S. Army Corps of Engineers
Asheville Regional Field Office
Attn: Ms. Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Re: Falcon Ridge Subdivision
Nationwide Permit 39
Mecklenburg County, North Carolina
Ms. Jones and Mr. Dorney:
May 21, 2004
NC Division of Water Quality
Wetlands Unit
Attn: Mr. John Dorney
2321 Crabtree Boulevard, Ste 250
Raleigh, North Carolina 27604
WETLANDS / 4M (3pn .1P
WATEF;1QiJAU T"1'
Wetland and Natural Resource Consultants, Inc. is requesting authorization for impacts to
jurisdictional Waters of the U.S. associated with the construction of subdivision roads and two lots
under Nationwide Permits 39 for the 160 Development Group, LLC.
Proposed Impacts
Permanent impacts for the project include 300 linear feet of perennial streams and 0.07 acres of
wetlands. Additional temporary impacts to 50 linear feet of perennial streams are sought for the
purpose of constructing two pre-formed scour pools in accordance with NC DOT standards. This
construction will entail the excavation of channel bed and the placement of rock above the plain of
ordinary high water. Permanent stream impacts are limited to road crossings to access high ground;
the current design uses headwalls to eliminate side-slopes. Impacts are described and illustrated in
the attached PCN and maps.
Mitigation
The applicant has agreed to conduct stream mitigation through the NC EEP. As an additional
proposed mitigative measures, the applicant will preserve all streams within open space.
Please call with questions or to discuss the project in further detail. FILE COPY
Irisncerely,
Huys an
Newton Office Clyde Office
PO Box 224 wnrinc.com 217 Paragon Parkway, #142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-627-0051
828-465-3050 Fax [phone] Fax
WN;t ILL
Wetland and Natural Resource
Consultants, Inc.
Ecosystem Enhancement Program
Attn: Ms. Carol Shaw
320 West Jones Street
Raleigh, North Carolina 27603
May 21, 2004
Re: EEP Availability Request
Falcon Ridge Subdivision, Randy Humphrey
Catawba River Basin, Mecklenburg County, North Carolina
Ms Shaw:
Wetland and Natural Resource Consultants, Inc. is requesting authorization for impacts to
jurisdictional Waters of the U.S. associated with the construction a residential subdivision in
Mecklenburg County. The applicant is seeking authorization to impact 300 linear feet of perennial
stream channels.
Please provide written confirmation that your program can accept up to 600 linear feet of stream
impacts in Catawba Basin 03050103 County 119 as we are not certain of the final mitigation
requirements that will be imposed by the NC Division of Water Quality or the US Army Corps of
Engineers.
Please call with questions or to discuss the project in further detail.
dncerely,
Chris HuYsman
Copies
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Ms. Amanda Jones
151 Patton Ave, Rm. 208
Asheville, North Carolina 28801
Newton Office
PO Box 224
Newton, NC 28658
828-465-3035
828-465-3050 Fax
NC Division of Water Quality
Wetlands Unit
Attn: Mr. John Dorney
2321 Crabtree Boulevard, Ste 250
Raleigh, North Carolina 27604
Clyde Office
wnrinc.com 217 Paragon Parkway, #142
Clyde, NC 28721
828-627-0051
1 828-627-0052 Fax
Office Use Only: Form Version May 2002
04086'
USACE Action ID No. DWQ No.
(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
Owner/Applicant Information
Name: Randy Humphrey
Mailing Address: 160 Development Group, LLC
18636 - G Star Creek Drive
Cornelius NC 28031
Telephone Number: 704 / 895-1384 Fax Number: 704 / 895-1398
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Christopher HWsman
Company Affiliation: Wetland and Natural Resource Consultants, Inc
Mailing Address: PO Box 224
Newton, NC 28658
Telephone Number: 828 / 465 3035 Fax Number: 828 / 465 3050
E-mail Address:[e-mail]
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 may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Falcon Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 21928101
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): Falcon Ridge
Directions to site (include road numbers, landmarks, etc.): Take Highway 160 south to
South Carolina stateline. Property is located west of Highway 160 at the stateline.
5. Site coordinates, if available (UTM or Lat/Long):35 04'38.3" N and 80 59'36.8" 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): 85 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Blankmanship Branch
8. River Basin: Catawba River
(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 site is approximately 50% cut-over pine forest.
There are three streams, and two minor wetland polygons located on the site.
The site is bounded by agricultural, residential, forest land.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of a 232 lot residential subdivision with over 20 acres of
open space. The site development plan requires that roadways cross wetlands and streams.
Lot fill is requested for 2 lots. No impacts are proposed in the 100 year floodplain. Remain-
ing streams will be buffered. The work will be completed with typical construction equip-
ment including dozers and trackhoes
11. Explain the purpose of the proposed work:
Work within Waters of the US is necessary to access high ground to develop the site. Sewer
infrastructure must cross regulated areas to be efficient and effective. Sewer crossings are
within road ways.
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.
N/A
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 impacts will be required.
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:
Impacts will result from the piping and filling of an unnamed tributaries to gain access to high
ground. Road culverts will be constructed below grade and use pre-formed scour pools for
energy dissipation. Rip-rap will be used above the highwater line.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Impact 2 fi II for road 0.02ac no 0 forested wetland
Impact 4 fill for 2 lots 0.05 ac no 0 forested wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year tloodplains 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 littp://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., 1Teshwater/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: +/- .5 acres
Total area of wetland impact proposed: 0.07 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Impact 1 pipe and scour 120 Blankmanship Brch 4 perennial
Impact 2 fill 100 UT Blankmanship 2 perennial
Impact 3 pipe and scour 130 UT Blankmanship 3 perennial

* 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.usas.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., wxvw.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 350 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 map) (acres) bay, ocean, etc.)
N/A
N/A
N/A
N/A
N/A
• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, 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., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area:
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
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts required to access high around. Impacts to perennial channels must occur as designed
do to topoaraphic and highway access constraints. The proposed crossings utilizes retaining
walls to minimize impacts. Piping impacts total 300 linear feet and scour pools account for 50
linear feet. Mitigation is proposed for 300 linear feet.
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.
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.
Buffers will be preserved adjacent to remaining regulated features within open space.
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): 300 linear feet
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A)?
Yes ? No ® If you answered "yes", provide the following information:
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 Multiplier Required
(square feet) Mitigation
I N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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.
N/A
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 Project Engineer has calculated impervious area to be less than 30%. See attached.
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 outfall
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-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).
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
FROM : HUMPHRE; PHONE H-D. : 7048951398 May. 24 2004 10:29AM P3
44's'-21-04 M S '. 12 PM L WWI_: tl1b4bJbH^li W. 0G
WHI 1 0%0 t
Wedsir?d end Naatural Resource
i Coneuttantu, Inc.
Departmtrtt of the Army
Wilmington Oistrict, Corps of Enginw s
Attn: Ken Jolly, Chief Regulatory Division
PO kx 1890
WibniMgton, North Carolina, 28402-18510
-and-
NC Division of Water Quality
Attnt John Dornry
2821 Crabtree Blvd.
Raleigh, North Carolitto, 27"-2260
I, the current k"downer of the Wgmrty identified below, hereby authorize Wotkad and Naturat
Rrjmrce Consultants,1ne. to act an my behalf as my again during the proce"ing of permits to
impact Wstla i s and Waters of the V3 . hat are regulated by the Clean Water Act and the Rivers
wW Harbors Act.
Federal and State agents ere authorized to be on Amid prop" when aecoMpanied by Wittland and
Pietural Resource Consultants, Inc. staff.
Wetland and Natural Aesource Consultants, Lttc_ ;s authorized to prvxidc suppiemcn,rat information
needed for permit processing a1 the request of the Corps or DWQ.
Property Owner of iteatrd. _X60 bavslopmrrrt Group, LLC c/o Randy Humpiv-ey
Address: 19636-6 Star Creek Drive
Address: Cornelius. NC ?_8031
Address:
Phone Nwber' 704 / 895 1384
Stat
eline
Property Location: 9hwsy 160 ?V,
Owners Sionalure:
IF W
We;
Nawlen OMce - cigar mace
PO SOx224 wr>limcern 217 Parngor Parkway, #142
Newton, 14C 20656 Clyde, 1•!C 38721
826.469-=S S-627-0051
829-465-30b0 Fatt 1 8:M-627-0062 rW

YARBROUGH-WILLIAVIS & HoULE, INC.
Planning • SHrveyi,ng • Engineering
lviay 24, 2004
.Mn Chris l m7sman
Wetland and Natural Resource Consultants, Inc.
P.O.:3ux 224
Newton. North Carolina 28655
Re: Falcon Ridge Subdivision
Dear Mr. Huysman:
o-c, d?
?o
<\a
Our office has prepared the approved constructio laps for the referenced
project. The project consists of 232 lots and an amenit site Located on 7/4.26 acres (3.12
DLTA). The lot site is 50 feet in width in order to in' imize the amount of impervious .
area. The anticipated average i.-rpen-ious area per of is between 1500 and 2000. square
feet. The roadways and sidem;alks consist of 7. acres of impervious area. With using an
average impervious-area per lot of 2000 square feet and allowing 10,000 square feet for
the amenity area, the total :.-npen-ious area would not exceed 24.(;^x. Due to the proposed
amounts of density and impervious areas, no storntwater controls where required by the
g..ity of Charlotte.
If you should have any further question, or need additional infonnation, :feet free
to Qr e n le a can.
Sine ?
/ ' ww
r ! p1lh.,
kfq,Kir -qg
Falcon R!dge-CHuysiTkin
n.
7.30 Windsor Oak Ca. (282714 EO. Boa ;007 (?
1 1!11111111 1 1 WI PP' ?9-9T M N i I I I iW *10P,10 9 4"i 1 1 1 1 Phi p' r39-49' yM 11 1 1 10139°15P'?Q90'i VI 1 1 1 1 P° W ?9.9T Y4 I I I I I I

n?i
:
y
-
L ??
(
! '?^
•,~'? `
` • / \¢
_,
,
?
am ?
- «
? ?•'C
c`?i
_(I
?
'
I ?
? ? ', ?"/i,> f , ?. ire( ??;:; ? i ? _ • a v
1123) ,

49
I

rc"
??.
i? NO

I /lJ / \.
?
,?
r,? j . it ,
5'?-
J II
'
yam, . o?..,.`
tiAU4T
'f
\ \ 1 ?
•ROA (1M
I '
y' .' ,
/
' i
• 1 64 ?

'Ich

???:?:?,. ? ? ? ? ? ?;,1?? _ ?' , ''R, 1 • ,, -' j ,Ili .?;

.
• 1105 ?,
"
.
?? 1 '? I - l
J / ??
? .
'
? . +
f
,
? ?__
s
;
• , 1
?
, \;
, , i
=
?
, : ,;
_ ?; `,\ ,
`
>`,-??i ,
:
, `?
it ;
, ;
? \,\ } \ \ _:. ; ? f
_

Z ?\ I l
I ••
? ? r ?
1 ?'? - 715 ?• ?
Y
,« I '.. ? ? ??? %/
«'
?.f -
11? f JI(/? ; ?t? \\ '`y
i ?,'? Y
f .Y/ --?\\,'
+ .
J 1+
?
?
? ? ?? .-
r ! `
I Z
?
.. /'. I ? /? (? 727 .. .111. ,_'??) ' 6? i ?' ?
•I, / O

• d r .. \ f .. ' '
7' ?V
I I I I I I I I I I I I 081P W O.W. W 1 1 1 1 '081°100' 0.00' WI I I I I 080" 59' OW W I I I 11080-159' WJ04 VV' 1 1 1 1 080" 59' 0.00" W I 1 1 1 1 1
Name: FORT MILL Location: 035° 04' 38.3" N 080° 59' 36.8" W
Date: 5/21/2004 Caption: Falcon Ridge in Red
Scale: 1 inch equals 2000 feet
z
I I I °5

it.
lies,

4
100

• r ' -

•

i •T . I
(I W6

14
I ``Jl7 vFe r -.•` - -.!I(
0
11 a?', 1 •1?
1 %k Am
•.) 1 .? ?. - 1-..,\
_... ..
.? i 1

/;/ -' - tom- =??-fit t • -' f
666 j
/ •
'
? _ ?
,?? ?
1 .

'._ • 1 fW
_ •

CL-
19 41P
725

• W.

7° 11 l / _
' " y l J 1 rr f ?i i
0 °0 0 0 0 °5
Name: FORT MILL
Date: 5/21/2004
Scale: 1 inch equals 1000 feet
Location: 035° 04'37.4*' N 080° 59'37.7" W
Caption: Falcon Ridge Development
1000 Scale Map
Copyright (C) 1997, Maptech, Inc.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Falcon Ridge Date: 052004
Applicant / Owner: Humphrey County: Mecklenburg
Investigator: Robertson, Bandy State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:High ground
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer rubrum FAC tree 9. Toxicodendron redicans FAC vine
2. Lihodendron tulipifera FAC tree 10. Campsis redicans FAC vine
3. Liquidambar styracitlua FAC+ tree 11. Eulalia viminea FAC+ herb
4. Diospyros virginiana FAC tree 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100
Remarks: Floodplain adjacent to wetland 1000
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators:
? Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 12+ in.) ? Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 12+ (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks: No Hydrology
Map Unit Name
(Series and Phase): Monacan Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): Fluvaquantic Eutrocherpts Confirm Mapped Type? Yes ® No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-7 A 7.5YR 4/4 / loam
7-14 Bt1 5YR 4/6 / 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: Soils not hydric
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ? No
Hydric Soils Present? Yes ? No
Is the Sampling Point
Within a Wetland? Yes ? No
Remarks:
PHOTO /USGS/NRCS
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Detennination Manual)
Project / Site: Falcon Ridge Date: 052004
Applicant/ Owner: Humphrey County: Mecklenburg
Investigator: Robertson, Bandy State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:Wetland 1000
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer rubrum FAC tree 9. Salix nigra 08L sapling
2. Liquidambar styraciNua FAC+ tree 10. Toxicodendron redicans FAC vine
3. Salix nigra OBL tree 11. Juncus effusus FACW+ herb
4. Alnus serrulata FACW+ shrub 12. Car-ex spp FACW herb
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
® Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 3-10 (in.) ® Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 3-10
(in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (We) Typic Fluva quents Confirm Mapped Type? Yes ? No
Profile Descriution:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-10 A 10YR 5/3 / silt loam
10-14 Bt2 10YR 5/2 / silt loam

/

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
® Sulfidic Odor F1 Organic Streaking in Sandy Soils
p Aquic Moisture Regime ? Listed On Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
M Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ® No ?
Remarks: Wehadkee soils inclusion in area
mapped as Monocan. Variants would also
include soils like Worsham based on Appling
series. Area is a small wetland located in a
backwater landscape position
PHOTO /USGS/NRCS
~vurr un runm~nLY NOW 0 FORMERL JOHN WILSON BROW rn runmrrnLr I I ~ - ('j
CONCRETE pMENSNMIS LARRY JE KIN ~ O RESSIE MAE BROWP tILSON BROWN ~ ~U II
MALL DDT IN Mrr. DB: 36 7 G 79 ~ DB 2749 PG 355 THK. DN OIA. A 8 C E F G W K M TAX #21 -091-18 y MAE BROWN 749 PG 355 I
2 I/4 i9 , 2 15' 271/! ZO' N 8' 7 i 2" 8` , 10' x TAX #219-091 -03 1 1 2 23 18 31 20' 24 8 g' 4' 4` 8 1 12` '219-091-03
3" 30' 24' 38' 20' 30 8' 12' 4' 4' 8• 21 IS' 1 J 1 2 37' 30' 45 20 14 12 IS 8 8 8 31 18' O I
4 44 3fi 5Y 32' N 12 18" B B° B' 31 22' 4 1 2 51 42 59 32 12 21 8 B B 34 28' 658 I - - I I
5 59 48 68 48 2, g° 8 B ?9 ~ - - - 5 1 2 85` S4' 73' 32' 54 tt 27 6 8' 8 38 33` u. 6 17 SD.E I I ' - _ _ _ I I
8' 72' 80' 80 38 Bfi 12 30 8 12 12 4fi 36 F f°, 612 79 68 8 3 12 B 112 140 b 1} ,a~ sow - _ _
T 88" 72` 94' 3fi' 78 12 36` B' 12 12 56 43' ~ Po g54 ~y I I. I I i
FRONT VIEW ~ I ~ I I~ I ( I I~
RENFORCING NI 652 ~ P 'c' 8N7 b' BAR i+ I - I I I I I
No LDT. No LOT. - - - 1S` 4 2'-0` 4 ,'-11` G E I 650 r _ ~ ~ I
18' 4 2'-3' 4 2'-2' I } I u a I + I N} I + I N + 0+00 + A I + I } 01 24' 4 2'-8' 42'-8° o I ~ w a ~ a w r. i
30' 4 3'-3' 4 y_y 9 ° o 38' 4 3'-8' 43'-8' I u ~ I
42' 4 4'-3° 4 4'-2' N ,8' 4 4'-9` 4 4'-8' rv hry ~%i i~ I u 0 ~ '°'.r w ~I II
54' 4 5'-3' 4 S'-2' _ 80' 4 5'-9' 4 5'-8' a ~ , t^ ~ ~ I
I ~ ~ ~ 4 8'-3' 4 fi'-2' ~ 72° 4 8'-9' 4 8'-8' ~ I G I ~ I I 6 ~ ~ r I
~ 1 I ~ ryp I
~ / I ~ ---,g 6 I
_ i4P~lE'N ~ ~ I °X ~ I I
~4 BAR 12' O.C. "O' BARS AT 12' DN cEN1EN F~ --4-==== •C' SIRS AT 12' ON CENTER ~ ~ II
SID VI ~~0 7•Qe, I I
`>Et° B~ ~ I
CONCRETE WINGWALL `°~'m~ WNR TYPICAL ~ ~ I I
NOT FOR CONSTRUCTION WITH SPLASH PAD t I I
20.17A X65 ~0 < 1 ~ i I
f ss4 I I ~
ORANGE PROTECTIVI I NOW OR FORMERLY I ORANGE PROTECTIVE ~T4@.. iii,,,,, ...rrrr. I
~ FENCING Culvert Nininun ExR Baffle Internal Bnffk c Dloneter Arount Height Baffle Heipth DFfset FENaNC RAYMOND L. KLINE I I I DB 11952 PG 739
Buried (Entire (Width Is ~ Distnnce°~`"~ m e m Wklth) Dkneter) (Along Plpe> ~ ~ e+ I TAX #219-082-22
f= 48 12" 12" 14° 8` TO 12" w n ro u I I
42" 8.4° 8.4" 9.5" T TO 1D.5 a e~ I l
36` 7.2" 7.2" 8.5" 6' TO 9' n _ ' r I / ~ I ssg
30" 5" 5" 6' 6' TO 9' 24" 4.6° 4.8" 5.5" 6' TO 9' N ' M n
64 u, 18` 3.6" 3.6" 4.5" 6' TO 9' o I` I I I / /
Iw ? 15° 3" 3" 4" 6' TO 9' +n CHANNEL
12" 2.4" 2.4" 3" 6' TO 9' + m a I Ilo ~ ~ o I } a r I ~ ssz I I ~
~ Q + m W N ~ ~ I ~ +
\ / N o I + I o + l + l mB 00 v COU i n / 664 ~ /
1 I p I } I + m f p a o, I~M
1 / ~ I v ~ rn m W a}~ I ~ Y~ a w I I ° ~ ~ ° o m I 686+ ~ ! m + ~ m o
PIPE OIAMETER PIPE DIAMETER ~ N ° I~ p ~ O / O
BAFFI£ ACROSS ENBRE PIPE TD / 682 ACHIEVE PPoOR ELEVATION _ _ 1 ~ 8 ~ ° I / _ \ III
BAFFLE IMDTH PRIOR CH EL 81D1H= 1 ~ BED ELEVA ~ 1+
BAFFLE HEN91T BArTl.E 684 e• I I ' ~f r~ / + 9+ I ~
INTERNAL BAFFLE -SEE TAELE FOR NEIGH AND OFFSETS ALONG PIPE LENGTH.
EXIT BAFFLE DETAIL WNR TYPICAL AL7EFFNATE BAFFLES EA. 90E OF PIPE - Q I o / 8J0 I I
INTERNAL BAFFLE DETAIL NOT FOR CONSTRUCTION ( _ ~ I b o _ I I
AQUATIC LIFE PASSAGE PIPE BAFFLE DETAILS z ,,C ANGE PR TECIIVE I I / y s78 s>s FENCI G I /
NOT TO SCALE u~W ~ + lI BIL Rp D ~ W III ~
664 2+ ~ o+o ~ I I ~ s~ 'ti
V N V r o N G~O ~ 0 ~ I O P V W W I b s ~ see
N I m [1 ~ l m m m q W 624 I NOW OR FORMERLY
? N O ml A 69fi ro ~ + # I N + O ~ I I WALTER C. COMER III O ~ ' e~2 V DP 7454 PG 960 /
3 ee4 I I TAX #219-262-O1 / ~
8J I ~ ~ ~ sss ssz I
F+ e~ y I / 666 A~
7 69 67 NOW OR FORMERLY b O _ rl /
PASS-A-GRILLE REALTY 69D 67 7 664 ~ r I /
DB 2710 PG 33 ~ 87 662 B~ . I ~ I o x ~ I ~
TAX #219-091-02 - 70 see ~ s7o ~ Ir I /NOW OR FORMERLY ~
z+ s - ~ e I / JAMES P. DEMARE &
86 ~ ~ ,s2 - ~ I I 1 ~ ANTIONETTE M. DEMARE
h + ssz Ir DB 10020 PG 728 5* s ~ @ ~ I TAX 219-261-02
O g80 ss ` 1 5+ ~y 78 ~ ~ ~ - - ~
\ 676 664 } y @ / o. 65 + ~ I
9 6)4 - b ~ / _
(1~' + 66 x^o~1 ~ I r l i 5 ~ ~ _ ~
62 I ~ /
fi7 ~ ~6 a k k ~ NOW OR FORMERLY ~ \ ~
/ NANCY HAMILTON ARCHIE ~ ~ ~ ~
\ ~ } l l DB 3436 PG 203 ~ ~
8 6`'18 ~ -261-01 ` ~ / TAX #219 ~ ~ ~
} rD k 78 2 r/
6k9Z0~ ~ ~ + ANGE PR CTI ll 1 ANGE PR CTI
w~ FENCING FENCING G~ ~ / i LEGEND ~ r ~
o a ~J $ ~
k N 6~ 1 I ORANGE FENCING S~ I ~ / /
1 60 /
OA~~ ~ ~ ~ GE $ / 20' SWIM STREAM SIDE
~~1~ / ~
~°E 1 m 5~' o' 6 A + o z0~pe 9a s~ ~ ~ ~ r / l 15' SWIM UPLAND # ~
1 ,S ~ tl ~
t~" ~ ~ 6 / /
A d C~ r ~ 4~ ~ ~ ~yS I
oy~ g /
o~ / 5A / ~
j kl / r
1 ,o ` NOW OR FORMERLY
~ MARDRIE COLTHARP COOPER I ,l
HpApL1ON (OtEEN DR1~ ~ & MARTHA WHISNANT 1 ~ ~ /
~2 DB 3453 PG 247 I
TAX #219-101-07 A ~
ti~ 1 Ro /
1 i GA P I p L~ r---__-~ -
1 _ ~ _
y SITE C° C ~~yl / o~'~ ~ NOW OR FORMERLY _ - - - - ~
o e ~ 4~P sec Goy ~b~~' ,~Q RUFUS G. PETTUS ~ eo~e o~'~ DB 293 PG 207 r ~ _
o~~ ~oik ~ G t ~o SC TAX X648 8 ~ r ,
1 ~ ~ .__----a
~A ; --__.----______-____.v_.____- I I
P~ / r ~ i ___.____.._.__-------__..-__.__,-__.___________-r l~
~~~~P ~ r-------__..-______._.._------- I ~ I I
~ r ~ ~
0~~' ~ n° ~~e I
G ~ ~ I ~ I
a° i
rc ! I 1 ! E i ~
W U ~ THIS DOCUMENT , ~
/ nnlnlnl n I I v Icci Irn
qq RoRO w i
y I AND SEALED BY I
/ I MARC ANTHONY HOULE THIS MEDIA SHALL NOT
NOW 0 I R FORMERLY YARB18OUGH-WIILLIIAMS & HOULE, INN. j BE CONSIDERED A
L.J. HENSON VICINITY MAP / Planning o Surveying 0 Engineering / CERTIFIED DOCUMENT.
NO SCALE DB 709-137 & 149 PLAT 42-74
SC TAX #648-11 / ~ i