20071226 Ver 1_More Info Received_20070813

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Dutchman's Creek °~-i22`°
Golf Course and
Residential Development
Gaston County
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THA T REQ UIRE NOTIFICATION
TO CORPS OF ENGINEERS & NCDENR
Prepared Fnr
J. Edward Kale, III
Dutchman's Creek Development, LLC
1400 Harding Place, Suite 100
Charlotte, NC 28204
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
*Subject to verification by the USACE
July 13, 2007
(with corrections 8-11-07)
Page 1 of 10

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. D '1 -' ~ ~ a. l.c
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit Isolated Wetland Permit DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 29
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: See attached
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 ~~~~~ D
1. Owner/Applicant Information ~
J. Edward Kale, III AUG 1 3 2007
Dutchman's Creek Development, LLC
1400 Harding Place, Suite 1.00 y~a~os7A~
Charlotte, NC 28204
Telephone Number: 704 335 41 12 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must
be attached if the Agent has signatory authority for the owner/applicant.)
Name: Leonard S. Rindner PWS
Company Affiliation: Environmental Planning Consultant
Mailing Address: 3714 Spokeshave Lane
Matthews NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 Ol 85
E-mail Address: Irindner(~carolina.rr.com
Page 2 of 10

III. Project Information
4.
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 l7-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: Dutchman's Creek Golf Course and Residential Development
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
Location
County: Gaston Nearest Town:
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
See attached location map
5. Site coordinates, if available (UTM or Lat/Long): 35.3575°N, 81.0288°W (WGS84/NAD83)
USGS MOUnt Holly (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): + 500.09 Acres +/-
7. Nearest body of water (stream/rjver/sound/ocean/lake): UT of Dutchman's Creek
8. River Basin: Catawba
(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: Undeveloped woodland, former agricultural areas very
disturbed; heavy over rg owth.
10. Describe the overall project in detail, including the type of equipment to be used:
Proposed residential and golf course development.
Mount Holl
Page 3 of ] 0

Y
11. Explain the purpose of the proposed work:
Road crossings and minor wetland and stream impacts for site preparation.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Preliminary wetland and stream evaluation and delineation was conducted in conjunction with
project planning. Modifications were made to the initial concepts to minimize impacts to
jurisdictional streams and wetlands.
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.
Additional impacts are not expected. If additional impacts are necessary they will be applied for
~propriatel~
V. 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: Proposed permanent impacts to
streams and wetlands are primarily limited to road crossings and minor impacts to
unimportant intermittent channels for site preparation.
Page 4 of 10

2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map) *
Type of Impact Area of
Impact
(acres) Located within **
] 00-year Floodplain
(yes/no) Distance to
Nearest Stream
(linear feet) ***
Type of Wetland
R NWP #29 .18 no >50' PSSIA!!
5 NWP #29 .005 no < 50' PSS1A!!
9 NWP #29 .15 "
10 NWP #18 .10 Yes "

11 Excavation**** 0.0 Yes 600' PSS1A/PEM1C

**** The developer is requesting to excavate approximate 0.5 acres of formerly disturhed farmed wetlands to create an
irrigation lake in the floodplain.
*** The developer is requesting excavation of approximately .5 acres of disturbed wetland in the flo<xlplain to excavate for an imgation
pond. The existing wetland appears to be formerly farmed wetlands in very early succession. Mitigation is proposed.
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to hoth structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), orFEMA-approved local floodplain maps. Maps are availahle through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that hest describes wetland to he impacted (e.g., freshwater/saltwater marsh, forested wetland, heaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to he made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 12 acres
(wetlands, streams)
Total area of wetland impact proposed: +/-0.45 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)
1 NWP 29 60' UT of Dutchman's 6' Perennial
7 NWP 29 130` 6' Perennial
8 NWP 29 90' 6' Perennial
5 NWP #29 139' 3' Int. Unimp.
6 Bridge 0 8' Perennial
2 Bridge 0 SO' Perennial
Page 5 of 10

3 NWP #29 145' 3' tnt. Unimp.
4 NWP #29 60' 3' Int. Unimp.
12 NWP #29 60' "
* 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.usasgov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.lopozone.com,
www.rnapqucst.com, etc.).
Cumulative impacts
280 linear feet -Perennial Stream
404 linear feet -Unimportant Intermittent Streams
Total Stream Impacts - 684 linear feet
Sewerline crossings are proposed by directional bore. If impracticable due to bedrnck, the
crossing will be constructed in accordance with NWP #12 IISACE and NCDENR
Conditions.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
Page 6 of 10

•
VI. 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 ofthe 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.
Over 97% of all the streams will not be impacted by the proposed projects. The design of the
golf course has been planned to incorporate streams and wetlands into the design of the golf
course as hazards. The project has been planned to avoid perennial streams to the extent feasible,
except for unavoidable road crossings. Permanent impacts to streams wetlands are limited to
road crossings and minor impacts to prepare the site. The site plan was adjusted to the extent
feasible to cross creeks at strai hg t segments and are as Rerpendicular as feasible. Abridge is
proposed over a perennial stream and Dutchman's Creek. There are no proposed direct
discharges into any stream from the golf course. Plunge pools are proposed at small golf course
discharges to decrease velocity over the buffers adjacent to streams.
Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed. If mitigation is required for this project, a
copy of the mitigation plan must be attached in order for USACE or DWQ to consider the
application complete for processing. Any application lacking a required mitigation plan or
NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to
review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream
Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
Page 7 of 10

{
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.
Impacts are limited to road crossings and minor wetland and intermittent stream impacts to for site
preparation. Almost 97% of all streams and wetlands are preserved. The overwhelming majority of the
remaining wetlands and streams are preserved within common open space and/or along rear or side
property lines.
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: NA
Amount of stream mitigation requested (linear feet):-
Amount of buffer mitigation requested (square feet): 2801inear feet perennial stream
Amount of Riparian wetland mitigation requested (acres): .50 acres
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
VII. Environmental Documentation (required by DWQ) NA
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federaUstate) land?
Yes ^ No X
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 aNEPA/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 ^
VIII. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) NA
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
Page 8 of ] 0

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 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ^ If you answered "yes", provide the following information:
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
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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.
IX. 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 proposed development area of the project is significantly less than 24% impervious and is
subject to local WS Watershed Protection regulations. In addition a bio-retention facility is
proposed for the clubhouse and maintenance area. The Stormwater management requirements
will be administered by Mount Holy
X. 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.
The treatment technolos?v that will be used is th Advantex tricklinu filter system as manufactured
by Orenco, Inc. followed by sand filters and UV disinfection. Tablet type chlorinators will be
installed for redundancy on the disinfection. Constant monitoring of the effluent turbidity will be
provided. The system has been approved by NCDENR subject to approval of 404/401 permit.
XI. Violations (required by DWQ) NA
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No X
Page 9 of 10

•
Is this an after-the fact permit application?
Yes ^ No X
XII. 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
~`1}reatened Species, accessibility problems, or other issues outside of the applicant's control).
/l~
Applicant/Agent's Signature
Date
Page 10 of 10

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PRD6RAM
.ruty Z, Zoo? D 1 - 12. ~- (P
Ed Kale
Carolina Income Management
1400 Harding Place
Charlotte, NC 28204
Project: Dutchman's Creek County: Gaston
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
[he payment will he approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 4114 Permit/401 Certification/CA1V)[A permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.ncecp.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
Catawba
03050101 Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Ri avian Non-Ri avian Coastal Marsh
Impacts 0 0 300 0.50 0 0 0 0
Credits 0 0 b00 1.0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. 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 Kelly Williams at (919) 71h-1921.

PE
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Steve Chapin, USACE-Asheville
Alan Johnson, NCDWQ-Mooresville
Len Rindner, agent
File
R~stor' ... ~ ... Pao Du,~ Stag ~~
~ ~'~'~
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-04761 www.nceep.net

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USGS Mount Holly (NC) Quadrangle
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DUTCHMANS CREEK SUBDIVISION
STREAM CROSSINGS A WETLAND
~ FULL SITE PLAN
~ OASTON COUNTY. NORTH CAROLBIA
PRELIMINARY NOT FOR CONSTRUCTION
A. Perry, P.E.
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Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606
gyp` RD" INDEX 1
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INDEX SHEET 1
FIGURE 2 of 25

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Crag A. Perry, P. E. ~ DUTCHMANS CREEK
Civil Engi~,eering INDEX SHEET 2
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606 FIGURE 3 of 25

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Civil E~gi~,eeTing INDEX SHEET 3
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606 FIGURE 4 of 25

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Crag A. Perry, P. ~'. DUTCHMANS CREEK
c2zvi EngtineeTing INDEX SHEET 4
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606 FIGURE 5 of 25

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TOW 633.' ~~_ PROPOSED WALL
RIP RAP- 1 \
18' x 11.7' ` 1
~: 1
J
40 20 0 40 80 120
STREAM IMPACT ±60'
SCALE. IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engineering CLUB HOUSE DRIVE PLAN VIEW
5048 Avent Ferry Road Raleigh [phone] STREAM CROSSING 1
Raleigh, NC 27806 FIGURE 6 of 25

TOWu
G~
lu
45' ROW
6' 18' EOP 6'
ELEV:
TOW d
54" RCP ~~Gd
__ __ Id
RIP RAP OUTLET
DESIGN SPECIFICATION
PIPE SIZE:
LINEAR FEET:
SLOPE:
HEADWALL THICKNESS:
lu =UPSTREAM INVERT:
Id =DOWNSTREAM INVERT:
Gu =UPSTREAM INVERT:
Gd = DOWNSTREAM INVERT:
TOWu =UPSTREAM -TOP OF HEADWALL:
TOWd = DOWNSTREAM TOFOF HEADWALL:
~ ELEV. =CENTERLINE ELEVATION:
RIP RAP APRON LENGTH:
Crag- A. Perry, P. E.
Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27806
54"
32'
1.56
1' THICK
6 26'
625.5'
627'
626.5'
633.6'
6 33.6'
639.3'
18'
DUTCHMANS CREEK
ROYAL TROON DRIVE
STREAM CROSSING 1 SECTION
FIGURE 7 of 25

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PRACTICE RANGE
1
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FOREBAY
BIORETENTION i
CELL - 10,800 ~F.
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60 30 0 60 120 180
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engineering BIORETENTION CELL
5048 Avent Ferry Road Raleigh [phone] B M P ~ 1
Raleigh, rrc 27606 FIGURE 8 of 25

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STREAM IMPACT = 130 LF
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engineering ROYAL TROON DR. PLAN VIEW
5048 Avent Ferry Road Raleigh [phone] STREAM CROSS 1 N G 7
Raleigh, rrc 27sos FIGURE 9 of 25

TOW u
GU
lu
50' ROW
6' 20' EOP 6'
ELEV:
I
2
1 r-
DESIGN SPECIFICATION
PIPE SIZE:
LINEAR FEET:
SLOPE:
HEADWALL THICKNESS:
I u =UPSTREAM INVERT:
Id =DOWNSTREAM INVERT:
Gu =UPSTREAM INVERT:
Gd =DOWNSTREAM INVERT:
TOWu =UPSTREAM TOP OF HEADWALL:
TOWd =DOWNSTREAM TOPOF HEADWALL:
~ ELEV. =CENTERLINE ELEVATION:
RIP RAP APRON LENGTH:
Crag A. Perry, P. E.
Civil Engineering
5048 Anent Ferry Road Raleigh [phone]
Raleigh, NC 27806
_TO W d
Ga
Id
RIP RAP OUTLET
72"
87'
1.91
1' THICK
617'
615.5'
618'
616.5'
624'
622.5'
635'
24'
DUTCHMANS CREEK
ROYAL TROON DRIVE
STREAM CROSSING T SECTION
FIGURE 10 of 25

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•
STREAM IMPACT = 90 LF
WETLAND IMPACT ±0.18 AC
50 25 0 50 100 150
SCALE IN FEET
Crag A. Perry, P. E.
Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606
DUTCHMANS CREEK
ROYAL TROON DRIVE PLAN
STREAM CROSSING 8
FIGURE 11 of 25

50' ROW
6' 20' EOP 6'
--~
~ EJLEV:
I
2
1 ~
TOW u
Gu
lu
54" RCP
DESIGN SPECIFICATION
PIPE SIZE:
LINEAR FEET:
SLOPE:
HEADWALL THICKNESS:
IU =UPSTREAM INVERT:
Id =DOWNSTREAM INVERT:
Gu =NATURAL GRADE UPSTREAM
Gd =NATURAL GRADE DOWNSTREAM:
TOWu =UPSTREAM TOP OF HEADWALL:
TOWd = DOWNSTREAM TOP OF HEADWALL
~ ELEV. =CENTERLINE ELEVATION:
RIP RAP APRON LENGTH:
Crag A. Perry, P. E.
Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27806
.TOW d
RIP RAP OUTLET
Id
54"
6 4'
1.56%
1' THICK
6 36'
635'
637'
6 36'
641.5'
640.5'
644.5'
18'
DUTCHMANS CREEK
ROYAL TROON DRIVE
STREAM CROSSING 8 SECTION
FIGURE 12 of 25

...~..~ ~
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WETLAND IMPAC
\ ~' ~ 6 40
~ INV. 627 6 45
~ _ TOW 634.5' ~„
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rn
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40 20 0 40 SO 120
STREAM IMPACT = 139 LF
SCALE IN FEET
Crag A. Perry, P.E. DUTGHMANS CREEK
Civil Engineering ROYAL TROON DR. PLAN VIEW
5048 Avent Ferry Road Raleigh [phone] STREAM CROSSING 5
Raleigh, Nc 27sos FIGURE 13 of 25

50' ROW
6' 20' EOP 6'
~ ELEV:
2
1 ~-
TOW u
Gu
lu
30" RCP
DESIGN SPECIFICATION
PIPE SIZE:
LINEAR FEET:
SLOPE:
HEADWALL THICKNESS:
lu =UPSTREAM INVERT:
Id =DOWNSTREAM INVERT:
Gu =NATURAL GRADE UPSTREAM:
Gd = NATURAL GRADE DOWNSTREAM:
TOWu = UPSTREAM TOP OF HEADWALL:
TOWd =DOWNSTREAM TOP OF HEADWALL:
~ ELEV. =CENTERLINE ELEVATION:
RIP RAP APRON LENGTH:
Crag A. Perry, P. ~'.
Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606
TOW d
Gd
RIP RAP OUTLET
30"
105'
6.19
1' THICK
633.5'
627'
634.5'
6 28'
637'
630.5'
6 43'
10'
Id
DUTCHMANS CREEK
ROYAL TROON DRIVE
STREAM CROSSING 5 SECTION
FIGURE 14 of 25

,\ \
`\ 64
X640 635
~ ~ 6~+ 635
645
O 633.5'
.650
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s :~ 64
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60 30 0 60 120 180
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engir~,eering ROYAL TROON DRIVE PLAN
5048 Avent Ferry Road Raleigh [phone] STREAM CROSSING 5 B
Raleigh, NC 27808
FIGURE 15 of 25

50' ROW
6' 20' EOP 6'
~ ELEV:
I
2
TOW u 1 r- TOW d
Gu 30" RCP Gd
U RIP RAP~OUTLET
DESIGN SPECIFICATION
PIPE SIZE: 30"
LINEAR FEET: 98'
SLOPE: 5.61
HEADWALL THICKNESS: 1' THICK
i~ =UPSTREAM INVERT: 635.5'
Id =DOWNSTREAM INVERT: 630'
Gu =UPSTREAM INVERT: 636.5'
Gd =DOWNSTREAM INVERT: 631'
TOWu =UPSTREAM TOP OF HEADWALL: 639'
TOWd = DOWNSTREAM TOPOF HEADWALL: 633.5'
ELEV. = CENTERLINE ELEVATION: 64S'
RIP RAP APRON LENGTH: 10'
Id
Crag A. Perry, P. E. DUTCHMANS CREEK
civil Engineering ROYAL TROON DRIVE
5048 Avent Ferry Road Raleigh {919) 854-1215 STREAM CROSSING 5B SECTION
Raleigh, NC 27606 FIGURE 1fi of 25

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60 30 0 60 120 180
SCALE IN FEET
Crag- A. Perry, P.E. DUTCHMANS CREEK
Civil Engineering ROYAL TROON DRIVE PLAN
5048 Avent Ferry Road Raleigh [phone] STREAM CROSSING 6
Raleigh, NC 27608 FIGURE 17 of 25

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60 30 0 60 1z0 180
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civic Engineering BIORETENTION CELL
5048 Avent Ferry Road Raleigh [phone] B M P ~ 2
Raleigh, NC 27606 FIGURE 18 of 25
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100 SO 0 100 200 300
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engineering DUTCHMANS CREEK BLVD. PLAN
5048 Anent Ferry Road Raleigh [phone] STREAM CROSSING 2
Raleigh, NC 27606 FIGURE 19 of 25

~/. w _._..--- w ~ ~
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t
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±145 LF UNIMPORTANT INT. STREAM IMPACT
1
NOTE:
THIS CROSSING HAS BEEN DESIGNED & APPROVED BY GASTON CO.
AS PART OF THE EROSION & SEDIMENTATION CONTROL PLAN
FOR THE WASTEWATER SYSTEM.
yC~ \1~
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40 20 0 40 80 120 ~,
SCALE IN FEET
'rag A. Perry, P. ~'.
Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27806
DUTCHMANS CREEK
10' ACCESS ROAD
STREAM CROSSING 3
FIGURE 20 of 25

v
10' GRAVEL
~~ ELEV:
TOW u
Gu
lu
1
TOW d
Gd
---------------------~ I d
RIP RAP OUTLET
DESIGN SPECIFICATION
PIPE SIZE:
LINEAR FEET:
SLOPE:
HEADWALL THICKNESS:
I~ =UPSTREAM INVERT:
Id =DOWNSTREAM INVERT:
Gu =UPSTREAM INVERT:
Gd = DOWNSTREAM INVERT:
TOWu =UPSTREAM TOP OF HEADWALL:
TOWd =DOWNSTREAM TOPOF HEADWALL:
~ ELEV. =CENTERLINE ELEVATION:
RIP RAP APRON LENGTH:
Crag A. Perry, P. E.
Civil Engineering
5048 Avent Ferry Road Raleigh {9i9) 854-1215
Raleigh, NC 27606
18"
85'
2.94
1' THICK
607.5'
605'
608.5'
606'
610'
607.5'
614'
10'
DUTCHMANS CREEK
10' ACCESS ROAD
STREAM CROSSING 3 SECTION
FIGURE 21 of 25

0
-~
II
N ~ GK pRIVE uw s32'
CR4~~~~ TOW X37.5'
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±75 LF UNIMPORTANT INT. STREAM IMPACT
40 z0 0 40 80 120
SCALE IN FEET
'rag A. Perry, P. E.
Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606
DUTCHMANS CREEK
CROOKED STICK DRIVE PLAN
STREAM CROSSING 4
FIGURE 22 of 25

TOW U
Gu
I~
50' ROW
6' 20' EOP 6'
f
~ ELEV:
2
1 (-
DESIGN SPECIFICATION
PIPE SIZE:
LINEAR FEET:
SLOPE:
HEADWALL THICKNESS:
lu = UPSTREAM INVERT:
ld = DOWNSTREAM INVERT:
Gu = NATURAL GRADE UPSTREAM:
Gd =NATURAL GRADE DOWNSTREAM:
TOWu = UPSTREAM TOP OF HEADWALL:
TOWd = DOWNSTREAM TOP OF HEADWALL:
~ ELEV. =CENTERLINE ELEVATION:
RIP RAP APRON LENGTH:
Crag- A. Perry, P. E.
Civil Engineering
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27808
,TOW d
Id
RIP RAP OUTLET
30"
55'
5.45%
1' THICK
635'
632'
6 36'
633'
6 40.5'
637.5'
641.5'
10'
DUTCHMANS CREEK
ROYAL TROON DRIVE
STREAM CROSSING 4 SECTION
FIGURE 23 of 25

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WETLAND IMPACT 0.15 AC `~ Q
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---__ --
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SCALE: 1" = 50'
DUTCHMANS CREEK DATE: 5125 / 07
WATER QUALITY CONTROL ~IC~URI= 2-`l of 2~
FOR HOLE 8

~~ ~ ~~ ~
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h i.,~,~ ~.. ,`~` ~\.
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±0.10 AC WETLAND IMPACT NWP#1$ `
~~ 200 100 0 200 400 600
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
cZZZa En9z~e~n9 WATER QUALITY CONTROL
5048 Avent Ferry Road Raleigh [phone] WETLAND AREA W L ~ 2
Raleigh, NC 27606 FIGURE 25 of 25

SHEET 2
SHEET 10
SHEET 3
0
-._
SHEET 4
SHEET 5
~,

SHEET 9

DUTCHNIANS CREEK
SITE PLAN AND SHEET LEGEND
FOR WATER QUALITY C4NTR4L
SHEET 6
SHEET 7
SHEET 8

SCALE: 1" = 1000'
DATE: 5125 107
SHEET 1

NOTE: ALL CL G JACENT TO STR AM. BAI ~~'"=! ,~~~ ~~ < < f, ~/
AND WETL`A, ~SSll~1 B~~ ~ ~ ~ , ~''
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~, MIT .~ ~`. ~~l ~ ~ ~ ~
D UTC H MAN S CREEK SCALE?1 ~? za°o?
CREEK CLEARING LIMITS FOR
HOLE PLAY AND BRIDGE CROSSINGS SHEET A

NOTE: ALL CLEARIN J CENT TO ST AM BANKS
AND WETLAND GS SHAL~Ir BE
-ACCOMPLISH HAND °`~~
n
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DUTCHMANS CREEK SCALE 71'?20 ?
CREEK CLEARING LIMITS FOR
HOLE PLAY AND BRIDGE GROSSINGS SHEET B

N4~F.. AkL LE~f3JNG AJA `S-T#~FArt~1KS- `~~ ~ i ~ ~,
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i
D UTC H MAN S CREEK SCALE:~1'? 200
CREEK CLEARING LIMITS FOR
HOLE PLAY AND BRIDGE GROSSINGS SHEET F

NOTE: ALL CLEARING AJACENT TO STREAM BANKS
AND WETLAND CROSSINGS SHALL BE
ACCOMPLISHED BY HAND
CLEARING
LIMITS -
_ __ _ -
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if sir ? i~r; ~ \ ~ , J •` ~` ~ ~ / // ~~ / ~ ~,
t , ~ 1 ~~ _
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GOLF CART
PATH -
t~' ~ DUTCHMA~JS CREEK
r
~y1 CREEK CLEARING LIMITS FOR
HOLE PLAY AND BRIDGE CROSSINGS
DATE: 7/ 27/ 07
SCALE: 1 "=2Q0'
SHEET E

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~IJTCHMANS CREEK DAT~E~5I25 07
WATER QUALITY CONTROL
FOR DRIVING RANGE SHEET 2

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I

DUTCHMANS CREEK DATEE~S/ 25 / 07
WATER QUALITY CONTROL
FOR HOLE 2 SHEET 3

DUTCHMANS CREEK DATEE.5/25 07
WATER QUALITY CONTROL
FOR HOLE 4 SHEET ~

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L DUTCHMANS CREEK
~ WATER QUALITY CONTROL
FOR HOLE 8
SCALE: 1" = 6Q'
DATE: 5/ 25 / Q7
SHEET 5

DUTCHMANS CREEK
WATER QUALITY CONTROL
FOR HOLE 11
SCALE: 1 " = 50'
DATE: 5/ 25 / 07
SHEET 6

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DUTCHMANS CREEK DATEE.5/25 07
WATER QUALITY CONTROL
FOR HOLE 11 SHEET 7

~~_- ~ A (\ ~ \ \ v
~' ~ PROPOSED WETLAND EXCAVATION
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±0.1 Q AC WETLAND IMPACT NWP#18 SHEET 8
200 100 0 200 400 600
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engineering WATER QUALITY CONTROL
5048 Avent Ferry Road Raleigh [phone] WETLAND AREA W L - 2
Raleigh, NC 27606
FIGURE 25 of 25

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STREAM AND WETLAND PRESERVED ' I ~ i
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DUTGHMANS CREEK DATEE~7/ 30 / 07
WATER QUALITY CONTROL
FOR HOLE 16 SHEET 10

~#~ ~~'I'
t a EI~i'iF~tl`
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~ ~ _ . ~
~~-~
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PLAN VIEYY
DU 1 Ct i1~#V~ Ct~~~~ DATE: 5/25107
EXTENDED WATER CONTROL
STRUCTURE DETAIL SHEET ~ ~
E~ PfiF~E
{~~"-I~~+1. ~x R~*--~3
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SECTION A-A
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40 20 0 40 80 120
SCALE IN FEET
GROUND ELEV.
603+
~ STREAM
~ STREAM BOTTOM
____ ELEV.=601.8'+
30" MIN.
S=0.5~
~ 18" HDPE
TO PUMP STATION INVERT ©CL TO HOLDING POND
ELEV.=596.8'+
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engineeri~,g STREAM CROSSING FOR
50 RaleightNC 27606 ad Raleigh [phone] IRRIGATION LINE

J 1
~5~'~ R01iV)
J ~~
~' 60 LF UNIMPORTANT STREAM IMPACT I
II
1 ~ I
361 ~
362 360 '
1 '
I
~ ~ ~
i
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60 30 0 60 120 180 I~
SCALE IN FEET i
Cra A. Perr P. E. DUTCHMANS CREEK
9' ~~
civil Engineering BUILDING PAD W/STREAM
5Q48 Avent Ferry Road Raleigh [phone] ~~~~
Raleigh, NC 27808 OR WETLAND

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60 30 0 60 120 180
SCALE IN FEET
Crag- A. Perry, P. E. DUTCHMANS CREEK
Civil Engineering BUILDING PAD W/STaEAM
5048 Avent Ferry Road Raleigh [phone] OR WETLAND ~,j.
Raleigh, NC 27806

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~~
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DRIVEWAY BRIDGE TO ACCESS HOUSE SITE ON #297
~~
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60 30 0 60 120 180
SCALE IN FEET
Crag- A. Perry, P. E. DUTCHMANS CREEK
Civic E~gineerting BUILDING PAD W/STREAM
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606 OR WETLAND ~, ~,

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60 30 0 60 120 180
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
Civil Engineering `" BUILDING PAD W/STREAM
5048 Avent Ferry Road Raleigh [phone]
Raleigh, NC 27606 OR WETLAND

_... ~~
--____ -1

~...~
~ ~~
~ ~.

60 30 0 60 120 180
SCALE IN FEET
Crag A. Perry, P. E. DUTCHMANS CREEK
civil Engineering BUILDING. PAD W/STREAM
5048 Avent Ferrq Road Raleigh [phone]
Raleigh, NC 27606 OR WETLAND

190
/~

Dutchmans Creek Wastewater Treatment for Reclaimed Water
Introduction
Wastewater collection and on-site treatment are proposed for the entire Dutchmans
Creek development, which will initially consist of approximately 375 single family
residences, a clubhouse with restaurant, swimming, tennis and other amenities. The
development will include a golf course that will afford an opportunity to reuse the treated
wastewater for irrigation. The developers desire to promote a "green concept" for the
Dutchmans Creek community, and the beneficial reuse of wastewater will be a key
feature of their master planning and marketing programs.
The treatment technology we plan to use will meet the limits of 10 ppm BOD and 5 ppm
TSS, and turbidity less than 10 NTU. The bieie treatment system will be the
Advantex trickling filter system as manufactured by Orenco, Inc., followed by tertiary
sand filters and UV disinfection. Tablet type chlorinators will be installed for redundancy
on the disinfection. Constant monitoring of the effluent turbidity will be provided, with
automatic diversion to the reject pond if the 10 NTU limit is exceeded.
Irrigation Areas
Fully treated wastewater will be discharged to the reclaimed water holding pond, The
treated wastewater will not be enough by itself to meet the irrigation demand for the golf
course. The total maintained grass area (the "playable surfaces") will be approximately
150 acres, and additional areas of roughs and common areas can be added that can be
used for disposal areas during the wet weather months when the fairways and greens
may not need inrigation
Process Narrative
The design approach that we propose for the Dutchmans Creek will comply with the
15A NCAC 02T .0900 Rules for Reclaimed Water Systems, and the treated wastewater
will be used by the in-igation system for the golf course. The sewer collection system
will be a Septic Tank Effluent Pumping (STEP) system followed by a recirculating
aerobic trickling treatment process, tertiary filtration, and ultraviolet and chlorine
disinfection. The STEP collection system and Recirculating AerebiE Treatment Units will
be products of Orenco Systems, Inc., based in Sutherlin, Oregon. Orenco has an
established successful history in manufacturing components for these types of on-site
systems, and has an excellent reputation for research and development in small
community wastewater systems. They maintain their own technical engineering staff
that assists with and reviews the design of projects using their equipment, and they will
not furnish equipment for systems that they cannot approve. The following narrative
describes the basic concept:

Each single family residence will have its own "interceptor tank" that pumps to the
collection system. The "interceptor tank" is basically a septic tank that has a pump and
filter chamber at one end. The raw sewage enters the tank via a standard riser
assembly, and as it flows across the tank, solids settle to the bottom, and scum and
grease rise to the top. The water that enters the pump and filter basin can only enter
from the intermediate "clear" zone that is at the approximate halfway depth in the tank.
A set of tubular plastic filters prevent any solids larger than '/-inch from reaching the
pump chamber. The filters also provide a substrate for micro-organisms that further
reduce the strength of the wastewater. Depending on the flowrate, 40% to 60% of the
BOD can be removed in the interceptor tank.
Because the solids have been removed, small multi-stage vertical turbine submersible
pumps can be used to pump .the effluent. These pumps are usually '/2 or 3/4
horsepower, and have low flow -high head characteristics. The pretreated effluent
from the interceptor tanks is pumped through small diameter plastic piping to the
treatment units. The pipe can be PVC or HDPE, and will be buried with at least 30
inches cover. It is anticipated that the largest size needed for a trunk main will be 4-inch
diameter.
The discharge pumps are controlled by float switches that connect to a control panel for
each tank. The control panel is typically mounted on the exterior foundation wall of the
building served by the pumps, and has audio and visual alarms for high water level and
pump failure. The floats will be set to provide 24 hours emergency storage in the
interceptor tanks in case of power outage.
For smaller clustered units such as the cottages and villas, and for commercial buildings
such as retail shops and offices, one interceptor tank may serve more than one building.
Tanks can be furnished in different sizes, and the usual criteria would be to limit the
velocity across the cross sectional area to 1 ft. per minute. For larger users, such as
the restaurant and clubhouse, two tanks in series may be used. Grease traps will be
required for all commercial kitchen facilities.
The treatment system would be the Orenco Advantex system. The process is
fundamentally the same as a recirculating sand filter (RSF), except that instead of a
sand bed, the wastewater trickles over strl~S sheets of synthetic textile fabric that hang
vertically in fiberglass enclosures. The synthetic fabric supports more biomass per
cubic foot than a sand filter, and because the fabric is suspended in air, more oxygen is
available to the aerobic micro-organisms. If higher strength waste is present, blowers
can be added to increase the oxygen transfer rate. (reference technical literature from
Orenco provided in the Appendix). Typically, blowers are not sized to provide a
calculated oxygen transfer rate, but ventilation fans are used to keep fresh air moving
through the treatment pods.
Just as with an RSF, the wastewater from the STEP collection piping first enters a
recirculation tank at the head of the treatment works. At this point, the fresh wastewater
has virtually no solids or grease, and the BOD is usually less than 140 ppm. The fresh

wastewater mixes with the water already in the tank, which has already passed through
the Advantex units a number of times. A usual design recirculation ratio is 4:1. In
actual practice, the recirculation ratio will normally be higher due to the fact that the
development will rarely be 100% occupied or produce wastewater flows as high as the
estimated demands. This will result in less odor and lower BOD, but may require the
operator to add lime to the recirculation tank periodically. The water leaving the
Advantex units will have concentrations of both BOD and TSS less than 5 ppm. A
diverter float valve (RSV-Recirculating Spliter Valve) in the return line to the
recirculation tank will control whether treated effluent is discharged. If the recirculation
tank is not full, then the return flow from the treatment units will go into the tank to be
recycled again thus continuing to "polish" and reduce the strength of the wastewater. If
the recirculation tank is full, then the return flow will go to final filtration, disinfection and
discharge.
Following the b+elegic~l- initial treatment process, the wastewater will be pumped
through a pressure sand filter. The pressure filter will be a conventional backwashable
pressure filter, as manufactured by the Neptune Benson company of Warwick, Rhode
Island. The filters will have a filtration rate of less than 4 gpm per square foot of filter
area, and the backwash will be returned to the reject pond and then back to the head of
the treatment system.
Disinfection will consist of Ultraviolet Light, with tablet chlorinators
for redundancy.
The treated effluent will be very high quality and will meet all of the requirements for
Reclaimed Water. Although the turbidity limit could not be guaranteed by the b+ele~+~4
treatment process alone, it is very likely that it will be achieved, and that the tertiary
filters will be very lightly loaded.
The fully-treated disinfected effluent will be discharged to the reclaimed water holding
pond, which is sized for 30 days storage capacity. This water will be used for irrigation
of the golf course. The irrigation requirements are much higher than could be satisfied
solely by the treated wastewater, and the plan is to construct one or two holding ponds
that will be filled by withdrawal from a stream on the property. The irrigation pumping
system will be designed to take water from either the reclaimed water holding pond, or
the creek water holding pond, but not both at the same time. (Note: I recommend that
you put that the reclaimed water will be used only during the hours of 6 PM -6AM for
additional public awareness)
Modular Expansion
The Dutchmans Creek project will likely be expanded to include new commercial areas
and future additional development. For this reason, the wastewater treatment system is
designed to exceed the initial demands. The system is designed to be expanded in a
modular fashion, with new biological treatment systems added as the demands increase
with build-out. The treatment system as designed will have a capacity of 300,000

gallons per day, but will have area for more treatment modules if needed. All that will
be required for future expansion is the construction of additional holding ponds.