20120053 Ver 1_Individual_20120314

l0, -ooS3
Individual
Permit
Application
for
Carolina Golf Lodge
Prepared by
Soil & Environmental Consultants, P A
11010 Raven Ridge Road
Raleigh, NC 27614
IF=@ [ROWR 0
MAR 1 4 2012
DENR WATER QUALITY
WETLANDSAND STORMINATERWXIi

Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone [phone] Fax [phone]
www SandEC com
To US Army Corps of Engineers
Asheville Regulatory Field Office
Attn Steve Kichefski
151 Patton Avenue Room 208
Asheville NC 28801
From Wendell Overby
Soil & Environmental Consultants P A
11010 Raven Ridge Road
Raleigh NC 27614
March 12 2012
S &EC Project # 11762 W6
N C Division of Water Quality
WebSCaPe
Attn Karen Higgins
512 N Salisbury Street 9th floor
Raleigh NC 27603
Re Carolina Golf Lodge Charlotte Mecklenburg County NC
INDIVIDUAL PERMIT APPLICATION
On behalf of the owner Dillon Lakes LLC (Attn Mr Jon Jarrett) please find attached a complete application and
supplemental information requesting an Individual Permit from the US Army Corps of Engineers (USACE) and an
Individual Certification from the N C Division of Water Quality (DWQ) Please contact me at [phone] if you
have any questions or require additional information
PROJECT SUMMARY
Project Name
Carolina Golf Lodge
Project Type
Recreational Golf Development
Owner / Applicant
Dillon Lakes LLC
County
Mecklenburg
Nearest Town
Charlotte
Waterbody Name
UTs to Irwin Creek
Basin / Sub basin
Catawba
Index Number
11 137 1
Class
C
USGS Cataloging Unit
03050103
IMPACT SUMMARY
Stream Impact (acres)
0
Wetland Impact (acres)
038
Open Water Impact (acres)
244
Total Impact to Waters of the U S (acres)
282
Total Stream Impact (linear feet)
0
Attachments
Individual Permit Application Form Block Sheets & Supplemental Information
$240 Application Fee (DWQ Only)
aP= �'� I pn Ole PM
MAR 1 4 2012
WETLANDS AND STORMNATB BRANCH

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
TABLE OF CONTENTS
1
EXECUTIVE SUMMARY
3
2
INDIVIDUAL PERMIT APPLICATION
4
3
AGENT AUTHORIZATION FORM
6
4
VICINITY MAPS
7
5
BLOCK SHEETS
12
6
PURPOSE AND NEED STATEMENT
22
7
ALTERNATIVES ANALYSIS
25
8
IMPACT MINIMIZATION
39
9
PROPOSED IMPACTS
41
10
IMPACT MAPS
44
11
WETLANDS AVOIDANCE
48
12
PUBLIC INTEREST FACTORS
50
13
PHOTOS OF IMPACTED FEATURES
64
14
PHOTOS OF PRESERVED FEATURES
67
15
TYPICAL SITE PHOTOS
70
16
MITIGATION PLAN
72
Attachments
1) Project development schedule
2) Adjacent property owners list
3) Adjacent property owners map
4) SHPO Letter (dated 2/24/12)
5) NCEEP Acceptance letter (dated 12/6/11)
6) Storm water calculations
7) References

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
EXECUTIVE SUMMARY
The proposed project The Carolina Golf Lodge involves construction of a world class
golf training facility on 42 acres currently owned by the applicant Dillon Lakes LLC
The property address is 2621 Cindy Lane Charlotte NC The project is located 0 4 miles
west of Statesville Avenue approximately 700 feet east of Interstate 77 and 125 miles
north of Interstate 85 The property is located in the Catawba River Basin with surface
flows to Irwin Creek (C waters 030500103 11 137 1)
Specifically The Carolina Golf Lodge ( Lodge ) will involve construction of a golf
lodge associated parking areas two (2) cottages a short game range driving range and
three (3) par 3 holes The facility will serve touring professionals competitive amateurs
club champions aspiring collegiate players high school players American Junior Golf
Association (AJGA) players and others for all aspects of golf instruction and training
The facility will incorporate instruction technology club and ball fitting golf specific
fitness and nutrition sports psychology and mapping for the collegiate and professional
levels Upon completion the Lodge will be open seven (7) days a week and employ
fifteen (15) persons The applicant contracted Kris Spence Golf Design Inc to design
the facility
The subject property was purchased by Dillon Lakes LLC in 2011 The applicant
successfully rezoned the property from R4 classification (single family) to B 2
(business /commercial) on January 17 2011 Wetlands and streams were delineated by
Soil & Environmental Consultants PA (S &EC) in October 2011 S &EC met onsite with
Mr Steven Kichefski of the US Army Corps of Engineers (USACE) on November 17
2011 to confirm the wetland delineation On January 24 2012 a site visit was held
between S &EC Mr Kichefski and Mr Alan Johnson of the NC Division of Water
Quality (NC DWQ) to review proposed impact areas
Impacts to jurisdictional features are proposed for construction of the golf training
facility More specifically impacts are requested for constructing short game and
practice area tee boxes Permanent impacts total 0 38 acres of jurisdictional wetlands and
2 44 acres of open water These impacts account for 56% of jurisdictional wetlands and
31 % of open waters on the property No stream impacts are proposed for the project
Unavoidable wetland impacts will be mitigated through payment to the North Carolina
Ecosystem Enhancement Program (NC EEP) please see the attached correspondence
letter Wetlands stream and open waters outside of the course footprint will be preserved
via declaration of conservation (See attached Impact Maps) Storm water management
facilities will be constructed to meet State and Local water quality mandates
Additionally 15% of the property will be placed in tree save areas to meet City of
Charlotte ordinances
3

a, - a Ds
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
(33 CFR 325)
OMB APPROVAL NO 0710 0003
Expires December 31 2004
a Public burden for this collection of information is sestimated to average 10 hours per response although the majority of applications should require
hours or less This includes the time for reviewing instructions searching existing data sources gathering and maintaining the data needed and
completing and reviewing the collection of information Send comments regarding this burden estimate or any other aspect of this collection of
information including suggestions for reducing this burden to Department of Defense Washington Headquarters Service Directorate of Information
Operations and Reports 1215 Jefferson Davis Highway Suite 1204 Arlington VA 22202 4302 and to the Office of Management and Budget
Paperwork Reduction Project (0710 0003) Washington DC 20503 Respondents should be aware that notwithstanding any other provision of law
no person shall be subject to any penalty for fading to comply with a collection of information if it does not display a currently valid OMB control
number Please DO NOT RETURN your form to either of those addresses Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity
PRIVACY ACT STATEMENT
Authorities Rivers and Harbors Act Section 10 33 USC 403 Clean Water Act Section 404 33 USC 1344 Marine Protection Research and
Sanctuaries Act 33 USC 1413 Section 103 Principal Purpose Information provided on this form will be used in evaluating the application for a
permit Routine Uses This information may be shared with the Department of Justice and other federal state and local government agencies
Submission of requested information is voluntary however if information is not provided the permit application cannot be evaluated nor can a permit
be issued
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity An application that is not completed in full will be returned
5 APPLICANT S NAME
Dillon Lake
6 APPLICANT S ADDRESS
817 Romany Road
Charlotte NC 28203
8 AUTHORIZED AGENT S NAME AND TITLE ( a r ea ed)
LLC (Attn Jon Jarrett) I Soil & Environmental Consultants PA
9 AGENT S ADDRESS
11010 Raven Ridge Road
Raleigh NC 27614
a Residence I a Residence WWW sandec com
b Business (7 0 4) 621-8618 1 b Business
(704) 239 -2001
11 STATEMENT OF AUTHORIZATION _
I hereby authorize (See Attached Authorization) to act in my behalf as my agent in the processing of this application and to
rurnish upon request supplemental information in support of this permit application
APPLICANT S SIGNATURE DATE
NAME LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12 PROJECT NAME OR TITLE / ee nsr &aw
Carolina Golf Lodge
13 NAME OF WATERBODY IF KNOWN aI j—ja°i 14 PROJECT STREET ADDRESS rat ppeebae/
UT Irwin Creek (Catawba River Basin) 2621 Cindy Lane Charlotte NC
15 LOCATION OF PROJECT O rq @ �c, �M� O
Mecklenburg NC �IC
COUNTY STATE MAR 1 4201Z
16 OTHER LOCATION DESCRIPTIONS IF KNOWN ( ee nst wr ns)
35 286664 N 80 845025°W (WGS84 /NAD83) IIVETIIWDS DENR WATER
RMWATERBRANCH!
DIRECTIONS TO THE SITE
From intersection of I 77/I 85 in Charlotte Take I 85 East to exit 38 (Statesville Ave )
Merge Statesville Avenue North continue north on Statesville Ave to Cindy Lane Proceed
west on Cindy Lane entrance on right (See attached USGS and NRCS maps )
ENG FORM 4345 Jul 7 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW OR)
ITEMS 7 THRU 4 TO BE
FILLED BY THE CORPS
1 APPLICATION NO
2 FIELD OFFICE CODE
3 DATE RECEIVED
4 DATE APPLICATION COMPLETED
5 APPLICANT S NAME
Dillon Lake
6 APPLICANT S ADDRESS
817 Romany Road
Charlotte NC 28203
8 AUTHORIZED AGENT S NAME AND TITLE ( a r ea ed)
LLC (Attn Jon Jarrett) I Soil & Environmental Consultants PA
9 AGENT S ADDRESS
11010 Raven Ridge Road
Raleigh NC 27614
a Residence I a Residence WWW sandec com
b Business (7 0 4) 621-8618 1 b Business
(704) 239 -2001
11 STATEMENT OF AUTHORIZATION _
I hereby authorize (See Attached Authorization) to act in my behalf as my agent in the processing of this application and to
rurnish upon request supplemental information in support of this permit application
APPLICANT S SIGNATURE DATE
NAME LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12 PROJECT NAME OR TITLE / ee nsr &aw
Carolina Golf Lodge
13 NAME OF WATERBODY IF KNOWN aI j—ja°i 14 PROJECT STREET ADDRESS rat ppeebae/
UT Irwin Creek (Catawba River Basin) 2621 Cindy Lane Charlotte NC
15 LOCATION OF PROJECT O rq @ �c, �M� O
Mecklenburg NC �IC
COUNTY STATE MAR 1 4201Z
16 OTHER LOCATION DESCRIPTIONS IF KNOWN ( ee nst wr ns)
35 286664 N 80 845025°W (WGS84 /NAD83) IIVETIIWDS DENR WATER
RMWATERBRANCH!
DIRECTIONS TO THE SITE
From intersection of I 77/I 85 in Charlotte Take I 85 East to exit 38 (Statesville Ave )
Merge Statesville Avenue North continue north on Statesville Ave to Cindy Lane Proceed
west on Cindy Lane entrance on right (See attached USGS and NRCS maps )
ENG FORM 4345 Jul 7 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW OR)

18 Nature of Activity (oescr pr of project i de Ureetur
See attached Block Sheet 18
19 Project Purpose (Describe the easo or purpos of rh project ee msr actions)
See attached Block Sheet 19
USE BLOCKS 20 22 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED _
20 Reason(s) for Discharge
See attached Block Sheet 20
21 Type(s) of Material Bema Discharged and the Amount of Each Tvoe in Cubic Yards
See attached Block Sheet 21
22 Surface Area in Acres of Wetlands or Other Waters Filled ! ae nst ucton 1
See attached Block Sheet 22
23 Is Any Portion of the Work Already Complete? Yes = No LO IF YES DESCRIBE THE COMPLETED WORK
See attached Block Sheet 23
24 Addresses of Adjoining Property Owners Lessees Etc Whose Property Adjoins the Waterbody (If more than can be entered here
please attach a supplemental list)
See attached Block Sheet 24
25 List of Other Certifications or Approvals /Denials Received from other Federal State or Local Agencies for Work Described in This Application
AGENCY TYPF APPRnVAI Ir1FNTI1ZirATInKl NIIIAAQco MA Asa
26 Application is hereby made for a permit or permits to authorize the work described in this application I certify that the information in this
application is complete and accurate I further certify that I possess the authority to undertake the yfprk described herein or am acting as the
duly authorized agent of the applicant
SIGNATURE OF APPLICANT DATE SIGNATURE OF ENT DATE
e application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed
18 U S C Section 1001 provides that Whoever in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies conceals or covers up any trick scheme or disguises a material fact or makes any false fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or
fraudulent statements or entry shall be fined not more than $10 000 or imprisoned not more than five years or both
— — v v �V ury I C IJCIY1ClJ
See attached
Block Sheet
25
inuiri ana1-4. hnf — —+
—+—+-A r.. L..aA.__
26 Application is hereby made for a permit or permits to authorize the work described in this application I certify that the information in this
application is complete and accurate I further certify that I possess the authority to undertake the yfprk described herein or am acting as the
duly authorized agent of the applicant
SIGNATURE OF APPLICANT DATE SIGNATURE OF ENT DATE
e application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed
18 U S C Section 1001 provides that Whoever in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies conceals or covers up any trick scheme or disguises a material fact or makes any false fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or
fraudulent statements or entry shall be fined not more than $10 000 or imprisoned not more than five years or both

Soil & Environmental Consultants, PA
I Io10 Raven Fidge Road RaleW Nardi (rmtma 27614 FW= (919) M&5M F=[phone]
VWBan==M
AGENT AMORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name J6NATWJQ 6 JAa - It
Address '91-7 IZ otg0 K UAkj "ADIOTTE , OQ— 28103
Phone —164 (.2-1 V,1 g
Project Narne/Descaptlom D t LL6N LAVE LLC,
gate t It tz
The Department of the Army
US Away Carps of Engineers W n=gbm Distal
P O Box 1890
Wflavngton NC 28402
Attn. Steve Irachefsla_
Field Office AshevMe
Re. Wetlands Related Cansultmg and Pemuttsng
To Whom It May Conceal.
1, the dent r arty owner hereby designate and authorize Soil & Envsoninental Consultants Inc. to
act in my behalf as my agent m Ihe prooessmg of penaut applications to f nnish upon request
supplemental mforniatron in support of applications, etc. from thus day forward. The It =' day of
3AMILOZY _ 201Z
This notification supersedes any Pmvlous maespozndence concerning the agent for this Project
NOTICE Thus authon"tion, for Inability and professional courtesy reasons, , valid only far
government officials to enierthe propertywhen accompanied by S&EC staff You should call S &EC
to aaange a site meeting pnor to vWtlirg the site.
JW4WrAVJ t JA I% =AMA-
Print Property Owner's Name Property Owner's Signature
cc- Ms. Karen Higgins cc W Wendell Overby
NCDENK— DWQ Sol & Erivaanmental Consultants PA.
512 North Sainsbury Street
Raleigh NC 27604

Vicinity Maps

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NT
gcale:
1 " =7000'
Date:
03/ 12/ 12
Map Tale:
Figure I - Site
Vicinity Map
Carolina Golf Lodge
Charlotte
- Mecklenburg, Co.
Source:
2003 NC Atlas * Gazetteer
Soli k Hnvimiunenbd Cmwul uft, PA
11010 Rwm Rope Rd- RdWA NC 2x614
(919) 64HM - (919) 648 BIB7
W& Pap mw.SwdEC.mn

I 1762.W6
Protect Manager,
NT
Scale: I o = 1000'
Map Tide:
Njure 2 - 2010
Aerial Map
Carolina Golf Lodge
Charlotte
Mecklenburg. Co.
Date: Source:
03/12-112 1 2010 Mecklenburg Co. Aenal
Soft & Emirnnmental Cmmhnn* PA
11010 Rawn Ridge Ra• R"Qk IC ZMAI
(819) NOW -(919) BOW
Nab Page: www2 dEC.com

117G2.WG
Project Manager:
NT
kale: 1 a = 1000'
Map Title:
Flcgure 3 - USGS
Topographic Map
Carolina Goff Lodge
Charlotte
Mecklenburg, Co.
Date: 03/12-/12 1 20 10 Demta Quadrangle
Soil & Enviunmental Conmdtantk PA
11010 Rwen Woe Rd- RdWah NCZM4
M9) a4H= • R19) 8*qW
Web Pegs: www.sandEr,=n

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1762.WG
project Manager:
NT
5cale: 1 =1000'
Date:
03/12/12
T e 4 - NRCS Soil Survey Map
olina Golf Lodge
Charlotte
cklenburg, Co.
Mecklenburg Co. 5od Survey 5ht. 4
r
Soil & Environmental Connhantay PA
11010 Raven WWP Rd- Rdsiph, NC 27614
(919)# *= - (919) 94M7
web Pape: % w.SendECzOm

Block Sheets
12

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 18 — Nature of Activity
The purpose of the proposed Carolina Golf Lodge ( Lodge ) is to construct a
comprehensive and integrated golf training facility on a 42 + acre parcel in Charlotte
NC The subject project is located at 2621 Cindy Lane northeast of the Interstate 77 and
Interstate 85 intersection The site is depicted on the attached vicinity and impact maps
The project has been designed to provide golfers including touring professionals
competitive amateurs club champions aspiring collegiate players high school players
American Junior Golf Association (AJGA) players and others a world class training
environment The applicant s goal is for the Lodge to be the premiere golf training
facility on the eastern seaboard of the United States Unlike typical area golf courses the
Lodge will blend instruction use of technology club and ball fitting golf specific fitness
and nutrition sports psychology and mapping to the collegiate and professional levels
The specifics that set the Lodge apart from other courses are covered in more detail in the
Alternatives Analysis section
The preferred course design will incorporate short game and driving range areas along
with three (3) par 3 holes The preferred plan has been designed to provide golfers with
regulation length distances for the short game and practice areas Short game and
practice tee boxes will be large in size to accommodate many golfers at one time and
rotate divot areas Turf quality prevailing wind direction and seasonal sun exposure
were all taken into account when planning the layout of the course For instruction
purposes a large putting green will be built behind the golf lodge in upland areas The
large onsite pond (5 08 acres) will be emphasized in the course design as a hazard Tee
boxes will be constructed along the perimeter of the large pond at different locations for a
range of yardages to a par 3 green The golf lodge parking spaces and two (2) cottages
are planned near the entrance off Cindy Lane in upland areas
The subject property is a mix of forest fields and ponds (see attached Vicinity Maps
Figure 2) Wooded areas include mixed pine hardwood mature hardwood and
bottomland hardwood types Tree species in the mix pine hardwood type include
Virginia Pine (Panus virginiana) Shortleaf Pine (Panus echcnata) White Oak (Quercus
alba) Hickory (Carya spp ) Yellow Poplar (Linodendron tulipifera) Red Maple (Acer
rubrum) Sweetgum (Liquadambar styraczflua) and Loblolly Pine (Panus taeda) Large
mature hardwoods including White Oak N Red Oak (Quercus rubra) and Hickory occur
west of the large pond Bottomland hardwood type supports Sweetgum Yellow Poplar
Red Maple and Green Ash (Fraxanus pennsylvanaca) A small area of dense Bamboo is
located west of the large pond dam The subject property contains no improvements (e g
buildings) besides two (2) gravel roads and cell tower The site is accessible from Cindy
Lane and Oakwood Road (see attached Impact Maps)
Construction of the preferred Lodge site plan will result in impacts to wetlands and open
waters No stream impacts are proposed for the project Proposed fill totals are listed
below and depicted on the attached impact maps
13

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
Wetland impacts
• The project proposes filling 0 38 acres of jurisdictional wetlands for the
construction of the proposed practice range tee area Impacts are proposed to two
(2) wetland pockets (Wetland #5 and Wetland #6) that are the remnants of ponds
that were previously drained sometime in 2003
Open water impacts
• The project proposes filling 2 44 acres of open water (Pond A) to construct the
short game tee area Pond A is man made feature without an outlet pipe or
receiving stream Based on photo review Pond A has existed onsite for at least 32
years
Stream impacts
• The Carolina Golf Lodge proposes no impacts to jurisdictional streams
Materials
Construction grade fill material will be used for filling Wetland #5 Wetland #6 and Pond
A Discharge volumes of 4517 1614 and 7 762 cubic yards of fill are estimated for
Wetland #5 Wetland #6 and Pond A respectively (See Block 21)
Waters of the US
Based on the survey of S &EC s delineation 1 030 linear feet of streams 0 679 acres of
wetlands and 7 85 acres of open waters occur on the subject property The site is located
within the Irwin Creek watershed (USGS Cataloging Unit 03050103) The N C Division
of Water Quality (DWQ) has classified this section of Irwin Creek as C waters
The majority of the delineated wetlands on the site would be classified as forested
wetlands These areas were primarily comprised of Black Willow Tag Alder Red
Maple Sweetgum and Japanese Honeysuckle In contrast Wetland #5 was largely
herbaceous in nature supporting Juncus Woolgrass and Cutgrass
Proposed impacts are discussed in further detail in Block Sheet 22
14

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 19 Project Purpose
The purpose of the proposed Carolina Golf Lodge is to construct a comprehensive and
integrated golf training facility on a 42 + acre parcel in Charlotte NC The goal of the
facility will be to provide an exceptional golf experience and world class training
environment for serious golfers The Carolina Golf Lodge combines multiple disciplines
at a single location to offer a customized development program for golfers not available
at typical area courses The nearest similar facility is in Georgia (Sea Island Golf Course)
which is five (5) hours from the Cindy Lane Property
The applicant s development timeline of property acquisition (9/21/11) to opening day of
the Lodge (4/1/13) is provided in the subnuttal attachments Site work was initially
estimated to commence April 18 2012
Beyond providing golfers with a first class instructional facility the Lodge project is
proposed as a profitable business for the applicant Financial disclosures are discussed in
the Economics Section of the Public Interest Factors and Alternatives Analysis
Impacts to waters of the U S associated with the facility include construction of golf tees
for providing regulation length short game and practice range areas While the applicant
agrees these activities are not water dependent project needs (yardage course
components) and site constraints (acreage open waters topography) limn avoidance of
impacts to jurisdictional features
15

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 20 — Reasons for Discharge
The Carolina Golf Lodge project involves construction of a clubhouse two (2) cottages
putting green parking area and storm water facilities in upland areas The preferred
course design will incorporate the large onsite pond as a hazard for one of the par 3 holes
The project proposes permanent impacts to two (2) wetlands and one (1) pond (open
water) for construction of the Carolina Golf Lodge The preferred site plan proposes
impacting wetland #5 (0 28 acres) wetland #6 (0 1 acres) and Pond A (2 44 acres) for
construction of short game and practice range tee areas Discharge volumes are provided
in Block 21
Of three (3) alternatives contemplated the preferred design nummizes impacts to
jurisdictional features while providing regulation length par 3 holes practice tee and
short game areas In order to avoid jurisdictional features tee boxes would be moved
north of Wetland #5 Wetland #6 and Pond A as shown in Exhibit C Under such a plan
regulation short game and driving range yardages would not be met If proposed short
game and practice area tees are shortened to avoid jurisdictional features the proposed
project would not be practical Construction of short game and practice tee areas north of
the proposed impacted areas result in yardages that do not meet regulation length shots
Hand clearing of wetlands (as opposed to filling) would result in lost golf balls added
maintenance and expense for ball retrieval and undue safety hazards for employees
Moving proposed tee areas outside of wetland/open water areas would result in
congestion of range areas with chipping areas Additional justification is provided in the
Alternatives Analysis Section
16

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 21— Type of Material being Discharged and the Amount of Each Type in
Cubic Yards
OPEN WATERS IMPACT TABLE
* All impacts have been rounded to the nearest 1/100 of an acre
** Volumes are rounded up to the nearest cubic yard and assume an average depth of
streams to be 0 333 yards and do not account for discharge material above this 0 333
yard assumed depth
WETLAND IMPACT TABLE
Type of Wetland
Type of
Area of
Volume of
Impact
Pond
Type of
Material
Impact
Discharge
Impact Number
Name
Impact
Being
(acres)
(cubic yards)
Discharged
*
**
Pond A
UT to
Irwin
Fill
Construction
244
7 762
Creek
Grade Fill
TOTAL
Fill
Forested/Herbaceous
Construction
244
7 762
* All impacts have been rounded to the nearest 1/100 of an acre
** Volumes are rounded up to the nearest cubic yard and assume an average depth of
streams to be 0 333 yards and do not account for discharge material above this 0 333
yard assumed depth
WETLAND IMPACT TABLE
* All impacts have been rounded to the nearest 1 /100 of an acre
** Estimated volumes are rounded up to the nearest cubic yard and assume wetlands
to be 0 333 yards deep and do not account for discharge material above this 0 333
yard assumed depth
17
Type of Wetland
Type of
Area of
Volume of
Impact
Type of
(e g forested marsh
Material
Impact
Discharge
Number
Impact
herbaceous bog etc)
Being
(acres)
(cubic
Discharged
*
**
Wetland 5
Fill
Headslope/Forested
Construction
028
—yards)
4517
Grade Fill
Wetland 6
Fill
Forested/Herbaceous
Construction
0 1
1614
Grade Fill
Total Wetland Impact
038
6131
* All impacts have been rounded to the nearest 1 /100 of an acre
** Estimated volumes are rounded up to the nearest cubic yard and assume wetlands
to be 0 333 yards deep and do not account for discharge material above this 0 333
yard assumed depth
17

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 22 — Surface Areas of Wetlands and Other Waters Filled
OPEN WATERS IMPACT TABLE
Open Waters
Impact Number
Type of
Impact
Area of Impact
(acres)*
Pond A
Fill
244
TOTAL
282
244
WETLAND IMPACT TABLE
* All impacts have been rounded to the nearest 1 /100 of an acre
IMPACT SUMMARY
Stream Impacts (acres)
Type of
Type of Wetland
Area of Impact (acres)
Impact Site Number
Impact
(e g forested marsh
282
herbaceous bog etc )
Wetland 5
Fill
Headslope/Forested
028
Wetland 6
Fill
Forested/Herbaceous
01
TOTAL
038
* All impacts have been rounded to the nearest 1 /100 of an acre
IMPACT SUMMARY
Stream Impacts (acres)
N/A
Wetland Impacts (acres)
038
Open Water Impacts (acres)
244
Total Impacts to Waters of the US (acres)
282

CAROLNA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 23 — Is Any Portion of the Work Already Complete9
No proposed work has been completed on the project The site is currently a mix of
forest field and open waters with no structures on site The site was formerly a farm then
purchased by a church presumably for recreation purposes (swimming /fishing) The
subject property is approximately 42 acres in size which the applicant has owned since
2011 No prior permits have been received for this project
19

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 24 — Names and Addresses of Adjoining Property Owners, Lessees, etc,
Whose Property Adjoins the Project Site
A list of names and addresses of property owners adjacent to the 42+ acre property is
attached A corresponding map showing the location of each property as it corresponds
to the list is also attached
20

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA Project No 11762
BLOCK 25 — Information about Approvals or Denials by other Agencies
Local Approvals
The applicant successfully rezoned the property in January 2012 Local approvals will be
necessary for the Carolina Golf Lodge including Erosion & Sediment Control Permits
storm water and others These approvals have not been included within this application
but can be provided at your request A NC Division of Water Quality Individual
Certification has also been requested in conjunction with this application
21

Purpose and Need Statement
22

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
PURPOSE AND NEED STATEMENT
The purpose of the proposed Carolina Golf Lodge ( Lodge ) is to construct a
comprehensive and integrated golf training facility on a 42 acre parcel in Charlotte NC
The project has been designed to provide an exceptional golf experience and world class
training environment for serious golfers According to the applicant the intent of the
Carolina Golf Lodge is to be the premiere golf training facility on the eastern seaboard of
the United States The Lodge combines multiple disciplines for custormzable
development programs for touring professionals competitive amateurs club champions
aspiring collegiate players high school players American Junior Golf Association
players and others Unlike other golf facilities the Carolina Golf Lodge will provide a
blend of instruction use of technology club and ball fitting golf specific fitness and
nutrition sports psychology and mapping to the collegiate and professional levels In
depth planning and research has gone into establishing architecturally designed practice
grounds to train and test every aspect of golf Turf quality prevailing wind direction and
seasonal sun exposure have all been taken into account to ensure optimal practice
conditions
Phase I of the project will consist of two buildings totaling 16 500 square feet (sf) The
Carolina Golf Lodge will be 14 000 sf with a 2 500 sf golf course maintenance building
The clubhouse will contain an indoor Putting Lab four climate controlled Instructional
Studios a dedicated Club Performance and Maintenance Shop a TPI Evaluation Physio
& Fitness Lab locker rooms lounge area and grill room and bar The outdoor practice
ground will contain over 90 000 sf of practice and instructional tees multiple putting
greens totaling over 20 000 sf a dedicated 7 acre short game area and four golf holes
Sheltered hitting bays will be available for use during inclement weather
Phase II will consist of two golf cottages totaling 4 800sf The facility will be open 7
days /week with slight modifications during the off season Anticipated employment
opportunities are outlined in the table below
Job Title
# of Employees
Executive Director
1
Adn mistrative
2
Golf Professionals
3
Practice Range Staff
2
Maintenance Staff
3
Fitness Staff
2
Food & Beverage
2
Total
15
23

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
The applicant purchased the property in 2011 with the purpose of constructing the
proposed golf training facility The subject property is currently a mix of forest grass
fields and ponds Three (3) ponds totaling 7 85 acres exist on the subject property There
are no improvements on the site outside of a cell tower and two (2) gravel roads A
review of aerial photos indicated 5 ponds existed onsite prior to 2003 Two (2) of the
ponds were breeched by others in the past resulting in the formation of wetlands #5 and
#6
The applicant purchased the subject property from St Luke Missionary Baptist Church
Based on discussions with the applicant the subject property was farmed prior to church
ownership The church appeared to use the property for recreational purposes
(swimming and fishing)
The City of Charlotte condemned a single 3 200 sf single family home on the property
prior to acquisition by the applicant The home was condemned because it was
inhabitable due to vandalism and theft According to the applicant demolition of the
house was completed on 9/13/11
The subject property is currently zoned business /commercial (B2 class) The applicant
successfully rezoned the property from R4 (residential) zoning in January 2012
24

Alternatives Analysis
PRI

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
ALTERNATIVES ANALYSIS
(Provided by Dillon Lakes, LLC)
THE SUBJECT PROPERTY
The Cindy Lane location for the proposed Carolina Golf Lodge is the preferred location
for several reasons The Lodge will be conveniently located near the intersection of
Interstate 77 and Interstate 85 less than three (3) miles from Charlotte s central business
district The location is less than ten (10) miles from the Dilworth Elizabeth Myers
Park Eastover and University area neighborhoods
In order to successfully implement and sustain the proposed business plan the applicant
desired a 30 to 40 acre site in a reasonably safe neighborhood In addition the desired
site would be located inside the Interstate 485 beltway that could be accessed by a largely
affluent population base Preferred site locations had access to the surrounding counties
in the Charlotte Metropolitan Statistical Area (MSA) as well as easy access to Charlotte
Douglas International Airport for out of town clients Beginning in the fall of 2010 the
applicant focused site selection near the intersection of Interstate 77 & Interstate 85
The location at 2621 Cindy Lane is a 42 acre site situated in the northeast quadrant of
Interstate 77 and Interstate 85 The subject property is specifically located at the
intersection of Cindy Lane and Hutchinson McDonald Road 15 miles from the
Interstate 85 and Statesville Road interchange (exit #39) and 4 55 miles from Charlotte s
central business district Access to the property will be further enhanced once Statesville
Road is widened from 2 to 4 lanes from Stanta Road to Sunset Road in the spring of
2012
The proposed site provides a rural or pastoral feel while being located less than 5 miles
from the Charlotte square at the intersection of Trade and Tryon Streets Further
evidence of the excellent access recognized by the applicant is the fact that the property is
located directly across the street from two (2) large warehouse distribution centers —
Charlotte Distribution Center and Crosspoint both of which are institutional grade real
estate investment properties These properties remain in constant demand because of
their excellent access to the interstate highway system More demographic analysis is
provided in the attachments
Below is a table showing some pertinent 2010 traffic count data specific to the Carolina
Golf Lodge (Source North Carolina Department of Transportation (NCDOT))
Intersection
Traffic Count/Da
Cindy Lane & Hutchison McDonald Road
6 000
Cindy Lane & Statesville Road
16 000
185 & Statesville Road
154 000
177 & Cindy Lane (overpass)
108 000
26

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
The distance and drive time from the Cindy Lane location to notable Charlotte area
neighborhoods and landmarks is provided below
Charlotte Area Landmarks
Miles
Drive Time minutes
Bank of America Corporate Center
488
10
Dowd YMCA
606
10
Dilworth Elementary
661
12
Duke Energy Corporation
602
12
Northlake Mall
59
12
Wells Fargo Corporate Center
619
12
Charlotte Douglass Int 1 Airport
798
13
UNCC
884
13
Charlotte Country Club
592
14
Concord Mills Mall
1267
15
Eastover Elementary
83
15
Freedom Park
839
15
Huntersville Business Park
1095
15
Myers Park Public Library
8 12
15
Myers Park Country Club
94
18
Cotswold Shopping Center
1039
19
Birkdale Golf Course
1395
20
Peninsula Club
1806
20
River Run Country Club
1785
20
Southpark Mall
1169
20
Myers Park High School
1025
21
Park Road Shopping Center
983
21
Of three (3) sites that were seriously contemplated the Cindy Lane site was the least
expensive ($425 000 42 acres @ $10 119 /acre) was very close to the ideal size and
geometric shape The site offers superior location access topography irrigation sources
and is mostly cleared of trees and shrubs Additionally the City of Charlotte Planning
staff and the surrounding neighborhoods supported the rezoning petition
ALTERNATIVE PROPERTIES
In addition to the subject property two (2) other properties were given serious
consideration by the applicant
Old Pawtucket Golf Course Property
The first alternative property was a 110 acre tract of land on the site of the now defunct
Pawtuckett Golf Course This property is located 2 5 miles from the intersection of
27

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
Interstate 485 & Moores Chapel Road on the western leg of the Interstate 485 beltway
dust north of Charlotte Douglas International Airport
The current owner of the property purchased the land to develop modestly priced single
family and multifamily housing Due to the recession the owner considered selling a
portion of the land to the applicant for the Carolina Golf Lodge concept
The smallest parcel of land the applicant could have purchased was 70 acres The asking
price on the land was $15 000 /acre for a total of $1050 000 or nearly two and a half
times the price of the Cindy Lane property The price was negotiated down to $10 000
per acre ($700 000) which was still 67% higher than the Cindy Lane property The
Pawtucket property would have provided longer golf holes however site topography and
geometry was a hindrance to construct a quality practice range and dedicated short game
area Additionally the larger acreage would have resulted in increased operating and
maintenance costs which would have required additional revenue the applicant felt could
not be generated to support on going incremental cost
The challenging site issues and higher cost structure notwithstanding the Pawtuckett
property was determined to be an inferior location to the Cindy Lane site The
Pawtuckett property is located more than 12 mules from the Charlotte central business
district and 2 5 miles from the Interstate485/Moores Chapel Road interchange (exit #12)
In order to access the property patrons would be required to make multiple turns through
an established subdivision and thus this site did not realistically provide access to the
critical demographics which would have made the long term viability of the Carolina
Golf Lodge nearly impossible
B Avenue Property
The second alternative property contemplated by the applicant was a 35 acre tract off B
Avenue (Mecklenburg County Tax Parcel ID #04102101) between Beatties Ford Road
and Interstate 77 This property is located less than 1 mile from the Subject Property and
would be accessed using the Beatties Ford Road and Interstate 85 interchange (exit #37)
This property is located closer to the Interstate 85 interchange than the Cindy Lane
location however access into the B Avenue property was deternuned problematic due to
a large creek running through the western and southern portions of the Property Access
to the property occurs from the west The aforementioned creek is subject to a 100
SWIM buffer The only way to access the usable portion of the Property involved
crossing the floodplam and creek features resulting in significant time and expense not
only for the design and construction of the access point but also in securing the necessary
Federal State and local Government approvals (not limited to the necessary 404 and 401
Approvals Erosion and Sedimentation Control Approvals etc ) In comparison access
to the Subject Property is directly off Cindy Lane resulting in lower development costs
Another challenge in developing the B Avenue property involved the amount of
developable land After consideration of the aforementioned SWIM buffer only 20 acres
of developable land remained The applicant s research indicated the need for 30 to 40
acres of developable land to construct the desired golf academy Additional land could

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
have been assembled with the site however purchase prices would have been driven
higher
The B Avenue property was offered for $1300 000 (35 17 acres @ $36 963 /acre) or over
three times the cost for the Subject Property Assuming the applicant could have
negotiated a 42% discount on the purchase price due to the SWIM buffer and developable
area the price would have been more than $750 000 or 78% more than the Subject
Property
Key IndustryMemograuhic Analysis
Research by the applicant indicated the demand for golf was stable though slightly down
in 2009 versus the previous year The number of golfers declined 5 1 % and rounds were
down 0 6% Surveys indicated that while golfers are generally playing the same number
of rounds they are managing down their cost per round by playing less expensive
courses playing at off peak times etc
According to the National Golf Foundation (NGF) golf course closures continue to
outpace openings however this is part of a gradual correction in a national market which
experienced an overbuild in the 1990s and early 2000s It is expected that openings will
continue at a pace of approximately (50) 18 hole equivalents per year with closures
between 100 150 per year over the next four years
The excess of residential inventory in the U S means new real estate golf course
developments are no longer contributing many course openings Opportunities for
successful new courses always exist but they will require careful planning and the
creation of a golf product that meets strong and currently underserved demand in a
given trade area
The applicant has developed a business model for the Carolina Golf Lodge following key
data points provided below
Definition of terms
Participant — individuals ages 6 and above who played at least 1 round of golf in 2009
Core Golfer — individuals ages 6 and above who played at least 8 rounds of golf in 2009
Avid Golfer — Individuals ages 6 and above who played at least 25 rounds of golf in
2009
• Golf remains the #1 individual outdoor sport in America with 27 1 million
participants 15 3 million of whom are considered Core Golfers 7 5 million of the
Core Golfers are considered Avid Golfers
• 68% of Core Golfers are between the ages of 18 — 59
• 50% of Core Golfer s HH income is greater than $75 000 22% is $125 000 or
higher
• 52% of Core Golfers are college graduates
• 62% of Junior Golfers are between the ages of 12 — 17
29

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC, PA 11762
Number of Golfers in the U.S.
(millions)
20.0
18.0
16.0
14.0
12.0
10.0
8.0
6,0
4.0
2.0
0.0
GOLF PARTICIPATION IN THE U.S.*
1985 1990 1995 2000 2005 2009
r Core
Occasional
■ Avid
■ Female
■ Junior
*Data used in these graphics was furnished by the National Golf Foundation in Jupiter, FL
Annual
Age Rounds 1985 1990 1995 2000 2005 2009
Total 6+ 1+ 9.0% 12.1% 10.3% 11.1% 11.1% 9.6%
participation rate means percentage ofthe total populationage 6 and above who played at leas one round of golf in the
Year.
30
Annual
Age
Rounds
1985
1990
1995
2000
2005
2009
Total
6+
1+
19.5
27.4
24.7
28.8
30.0
27.1
Occasional
6+
1 -7
6.1
11.5
8.3
9.1
12.0
11.8
Core
6+
8+
13.4
16.0
16.4
19.7
18.0
15.3
Avid
6+
25+
6.9
8.3
8.4
10.2
9.1
7.5
Junior
6 -17
1+
2.0
2.9
2.8
3.0
3.8
2.7
Female
6+
1+
4.1
5.9
5.0
5.4
7.0
5.4
Non - Caucasian*
6+
1+
5.7
* includes African- American, Asian- American, Hispanic
20.0
18.0
16.0
14.0
12.0
10.0
8.0
6,0
4.0
2.0
0.0
GOLF PARTICIPATION IN THE U.S.*
1985 1990 1995 2000 2005 2009
r Core
Occasional
■ Avid
■ Female
■ Junior
*Data used in these graphics was furnished by the National Golf Foundation in Jupiter, FL
Annual
Age Rounds 1985 1990 1995 2000 2005 2009
Total 6+ 1+ 9.0% 12.1% 10.3% 11.1% 11.1% 9.6%
participation rate means percentage ofthe total populationage 6 and above who played at leas one round of golf in the
Year.
30

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
Charlotte - Specific Golf Demographics
The chart immediately below outlines the overall Charlotte North Carolina population
and breaks it down into three key golfer categories 1)Total Golfers 2) Core Golfers
(those who play 8 or more times /yr) and 3) Avid Golfers (those who play 25 or more
times per year) The Carolina Golf Lodge will be targeting the Core and Avid Golfers
ages 18-59 with HH Incomes of $75 000 or higher
Population Age 6
+
282 291667
9195%
Total Golfers (1+
rounds)
960%
27 100 000
Core Golfers (8+
rounds)
5646%
15 300 000
Avid Golfers (25+
rounds)
2768%
7 500 000
500
Charlotte Golf
Po ulation 2011
Total
Population
2011
Population
Age 6+
Total Golfers
Core Golfers
Avid
Golfers
% And
Needed
City
731 424
672 557
64 565
36 452
17 869
280%
County
919 628
845 613
81 179
45 832
22 466
223%
MSA
1800 000
1655 130
158 893
89 707
43 974
114%
100 imle radius
7 300 000
6 712 473
644 397
363 811
178 339
028%
Charlotte Golf
Population - 2021
Total
Population
2021
Population
Are 6+
Total Golfers
Core Golfers
Avid
Golfers
% Avid
Needed
city
1000 000
919 517
88 274
49 837
24 430
205%
County
1 400 000
1 287 324
123 583
69 772
34 202
146%
MSA
2 500 000
2 298 792
220 684
124 593
61075
082%
100 mile radius 1
9 600 000 1
8 827 362
847 427
478 436
234 528
021
31

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
Charlotte Household Income
The chart immediately below shows the household (W income greater than $75 000
from the zip codes that will require an average drive -time of no greater than 25 minutes
The Carolina Golf Lodge is located in the northeast quadrant of the intersection of I -77
and I -85 dust 15 miles from the Statesville Road & I -85 interchange (Exit 39)
Golfer Type
Total Core
HH Income
(1 +) (8 +)
Zip Code
Neighborhood
$75,000
$149,000
$150,000 or
more
30%
28202
uptown
949
269
28203
Dilworth
922
449
28204
Elizabeth
368
84
28205
Plaza. Mrdwood
1 401
223
28206
North Graham
105
50
28207
Eastover
889
1022
28208
West Blvd/Auport Area
302
65
28209
Myers Park
1 661
515
28210
Quail Hollow
3 221
1 345
28211
MP/Foxcroft/Cotswold
2 854
1 175
28213
UNCC
1197
182
28216
Northlake Mall Area
1 718
228
28217
Billy Graham/W Tyvola
474
103
28262
UNCC
2 335
407
28269
W T Harris
6 964
983
28031
Cornehus/Lake Norman
2 832
1 312
28078
Huntersvdle/Mt Island
5 994
814
Total
34 186
9 226
43,412
Golfer Type
Total Core
(1 +) (8 +)
Avid (25 +)
4,168 2,353
1,154
20%
30%
471
346 817
32

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
Demographics Summary
Because of the location and interstate access Carolina Golf Lodge will be able to tap into
some of the most attractive demographics in Charlotte North Carolina The Subject
Property is located between 10 to 15 minutes from Dilworth Myers Park and Eastover
three of the most affluent neighborhoods in Charlotte It is located between 15 and 20
minutes from additional affluent Charlotte neighborhoods including South Park
Foxcroft Cotswold and Quail Hollow Due to the proximity of Interstate 77 and
Interstate 85 the Carolina Golf Lodge is very accessible to other affluent Charlotte
communities including Lake Norman Huntersville and the University areas
The demographics study did NOT include the 28270 28226 and 28277 zip codes These
zip codes include the Providence Road Colony Road Carmel Road Highway 51 and
Ballantyne communities often collectively referred to as South Charlotte These south
Charlotte communities have historically had very good demographics with regard to
population and household income however as they fell outside a target drive time of 20
minutes the applicant did not include these neighborhoods in the study
In the concentrated zip code study the applicant determined that 2 353 households with
incomes of $75 000 or higher exist that would be considered Core Golfers as defined by
the National Golf Federation (NGF) The broader Mecklenburg County golfing
population has over 81 000 golfers with nearly 46 000 of those considered Core Golfers
The Charlotte MSA which consists of Cabarrus Gaston Lincoln Mecklenburg Rowan
Union and York (SC) counties has a golfing population of 159 000 with almost 90 000
considered Core Golfers The proposed Carolina Golf Lodge is centrally located along
two (2) mayor interstate corridors resulting in average drive time for most people living in
the neighboring counties less than 30 minutes
According to the applicant the Carolina Golf Lodge will operate very profitably with 350
regular members and 75 Junior Academy athletes Extremely attractive profitability
occurs with 500 members and 100 Junior Academy athletes The applicant feels highly
confident in the projects ability to attract and maintain a membership base of between
350 500 and a Junior Academy enrollment between 75 — 100 athletes
AVOIDANCE AND MINIMIZATION ALTERNATIVES
On site Avoidance
Different course layouts were considered for construction of the proposed project Three
(3) alternative plans are provided in this subtntttal preferred plan maximum impact to
jurisdictional features and no impact to jurisdictional features (see Impact Maps) All
plans place the golf lodge buildings and parking areas adjacent to Cindy Lane in upland
areas The entrance to the Lodge off Cindy Lane will be located directly across from
Hutchinson McDonald Road Storm water devices will be placed adjacent to impervious
areas for water quality treatment Final storm water designs will be sent to the City of
Charlotte for approval All plans provide tree save areas (buffers) along the property
33

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
boundaries to meet City of Charlotte ordinances Tree save areas must account for 15%
of the subject parcel by ordinance
Exhibit A Preferred Plan
Attached Exhibit A represents the applicant s preferred plan for the project In addition
to the aforementioned lodge and parking areas the plan (Exhibit A) incorporates a
putting green short game tee short game fairway driving range primary practice tee a
private tee and three (3) par 3 holes The preferred layout provides typical drivmg/luttmg
distances to short game greens /pods and driving range targets Proposed hole #3
incorporates four (4) tee placements along the large pond for shots ranging from 120 to
200 yards
The preferred plan proposes impacts to 0 38 acres of wetlands and 2 44 acres of open
waters No stream impacts are proposed with the preferred plan This layout impacts the
least amount of jurisdictional wetland and open waters and results in a workable course
design that provides regulation shot distances (see Exhibit A) The proposed impacts are
to man made features More specifically the two (2) wetland pockets proposed for
impact (See Impact Map Exhibit A Wetland #5 & Wetland #6) are former ponds
previously breeched by others in 2003 The remaining proposed impact is to a 2 44 acre
man made pond (See Impact Map Exhibit A)
Justification to permanently impact the 2 44 acre pond includes
The facility needs the Short Game Main Tee located where Pond A is
located If the Short Game Main Tee were relocated to the north of Pond A
there would not be enough yardage to achieve the distances required for an
adequate short game area Furthermore the short game target areas /pods
would interfere with two (2) chipping and pitching greens causing a hazardous
environment for the golfers if located further north
2 It is imperative that the course provide a separate large ( 75 — 10 acres)
south facing designated tee grounds from which golfers can hit precision shots
to small target areas /pods ranging in alternating distances of between 40 and
100 yards This is common practice at all elite practice and instructional
facilities
3 It is necessary to have a large teeing ground in order to accommodate large
numbers of golfers who will be practicing simultaneously on a daily basis A
large tee area is necessary in order to rotate the hitting stations to allow for the
turf grasses to regenerate after divots have been taken
4 When practicing and teaching the short game feedback is critical For proper
feedback it is very important for students to clearly see ball trajectory from
start to finish therefore it is necessary to face in a northerly direction for
hitting shots so the student s view is not obstructed by glare and sunlight
34

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
The applicant s justification to permanently impact the 0 38 acres of wetlands includes
The wetlands proposed for impact occur directly in front of the Primary
Practice Tee When golfers first warm up they almost always begin by
hitting short golf shots with either a sand wedge or pitching wedge During
the warm up phase a typical golfer will hit shots between 40 and 100 yards
In addition golfers of all abilities will frequently top shots during the
normal course of practicing and training These topped shots almost always
end up directly in front of the teeing ground
If the wetlands are not impacted thousands of golf balls will be lost in these
areas Lost golf balls conservatively cost between $0 75 and $100 to replace
A practice golf training facility such as Carolina Golf Lodge will use
approximately 30 000 golf balls (2 500 dozen) each season The combination
of lost golf balls and additional labor to hand retrieve balls from the wetland
areas is estimated to cost between $16 000 to $18 000 per year (see example
below)
Example Lost golf balls 30 000 x 40% x $ 75/ball $9000
Additional hand labor 14hrs /wk x 50 wks x $10/hr $7,000
Total $16000
2 The wetlands interfere with the most critical target distances in the game of
golf —those between 60 and 100 yards The wetlands require impact for the
facility to provide two (2) critical target greens Without these two
target greens the Carolina Golf Lodge is an inadequate facility
Hand clearing of the wetlands versus permanent fill to the wetlands was
considered however this was ultimately determined to be an unfavorable option
because
Thousands of golf balls would be lost resulting in significant added cost to the
operation
2 Golf balls that could be found in the wetlands would have to be hand retrieved
which will result in added labor costs Furthermore hand retrieving balls at a
practice range is extremely dangerous for employees and could result in
serious injury or death Golf balls at practice facilities are always retrieved by
a mechanical ball picker in which case the operator /employee sits inside a
protective cabin so they do not get hit by golf balls
3 At least two (2) target greens ranging from 60 to 100 yards must be built in
order to accommodate the needs of the golf training and instructional facility
35

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
Exhibit B Maximum Impact Plan
Exhibit B contemplates draining and filling the three (3) onsite ponds (total impact 7 85
acres of open water) impacting two (2) streams (total impact 1 030 linear feet of stream)
and filling the six (6) wetlands (total impact 0 685 acres of wetland) The sum total of
impact to waters of the US (including open water wetland and stream impacts) would be
8 5 acres This plan expands the amount of constructed golf course by incorporating par
4 holes Compared to Exhibit A Exhibit B involves construction of 5 golf holes versus 4
A typical 18 hole par 72 championship caliber golf course contains four (4) par 3 holes
ten (10) par 4 holes and four (4) par 5 holes The purpose of Carolina Golf Lodge is to
train and instruct golfers to be successful at the collegiate amateur and professional
levels To the extent Carolina Golf Lodge and its instructional staff can simulate game
like conditions the course becomes a complete facility Carolina Golf Lodge would be a
far more complete golf training and instructional facility if it were to have a combination
of par 3 and par 4 holes as opposed to having only par 3 holes
Exhibit B envisions a total of five (5) golf holes broken down as follows three (3) par 3s
and two (2) par 4s The par 4 golf holes would be constructed around the meandering
creek (forming post pond draining) which currently flows into the existing 5 08 acre
pond The creek would then serve as a natural hazard for the golf holes
Below is a chart outlining some of the Pros and Cons of Exhibit B (Maximum Impact)
versus Exhibit A (Preferred Impact)
Exhibit B vs Exhibit A
Pros
Cons
Added golf hole — 5 vs 4 holes
Greater impact on wetlands & open water
More variety — par 3s AND par 4s
Reduced irrigation source
More marketable — wow factor
Eliminate aesthetics of lake & wildlife
More complete facility
Higher construction costs
Better teaching environment
Higher maintenance costs
Higher revenue potential
Lower revenue
By forgoing par 4 holes in the preferred plan the project sacrifices unique training
opportunities by preserving open waters wetlands and streams
Exhibit C Minimum Impact Plan
Exhibit C contemplates no impact to jurisdictional features This plan calls for moving
the short game and primary practice tee boxes outside of jurisdictional features This
plan would result in maximum driving yardages in the practice area of 200 yards as
opposed to 320 yards Using the statistics below the majority of PGA Tour professionals
hit the driver between 280 and 300 yards The typical adult male amateur golfer hits the
driver between 220 and 280 yards Locating the primary practice tee in front of the
36

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
wetlands is impractical as most golfers would hit golf balls into the large lake
Furthermore without target greens /pods the actual distance hit would be unknown to the
golfer
Average PGA Tour driving statistics over the last 30 years
Distance Interval
2011
2000
1990
1980
> 310 yards
5
300 to 310 yards
16
1
290 to 300 yards
84
1
280 to 290 yards
64
27
270 to 280 yards
16
106
27
6
260 to 270 yards
1
52
101
53
250 to 260 yards
8
59
84
< 250 yards
5
32
Short Game Area
Statistics prove that 50% of your score come from shots within 75 yards of the green
To that end the short game area at Carolina Golf Lodge will be critical to the success of
the operation According to the applicant it is imperative to have a large ( 75 — 10 acres)
designated teeing ground from which golfers can hit to small target areas /pods ranging in
alternating distances of between 40 and 100 yards This is common practice at most
quality practice and instructional facilities such as Sea Island Golf Resort (Sea Island
GA) Frederica Golf Club (St Simons GA) Berkeley Hall (Bluffton SC) the Butch
Harmon Floridian (Palm City FL) David Leadbetter Academy (Orlando FL) and the
Faldo Institute (Orlando FL)
If the Short Game Main Tee were relocated to the north of the 2 44 acre pond there
would not be sufficient yardage to achieve the distances required for an adequate short
game area Furthermore the short game target areas /pods would interfere with the two
chipping and pitching greens
Off site Alternatives and Avoidance
The nearest comparable national elite level golf training facility to the proposed Carolina
Golf Lodge is located five (5) hours from Charlotte NC on the southern coast of Georgia
at Sea Island Golf Resort Other comparable locations include IMG Golf Academy in
Orlando FL Jim McLean Golf School in Ft Worth TX and the Titleist Performance
Institute in Carlsbad CA The Carolina Golf Lodge has been positioned for elite level
players to serve the nearly 7 million people living within a 100 mile radius of Charlotte
The applicant contends demand for an elite level training facility is very high
37
1 PGA Tour Inc — 2011 Driving Statistics Summary
2 Golf s Short Game for Dummues NLchael Patrick Shiels

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC PA 11762
While not accurate comparisons a few facilities in the region currently provide some
services similar to those proposed to be supplied by the Carolina Golf Lodge but not as
comprehensive including Leatherman Golf Learning Center (10 irides) Cadillac Golf
Ranch (16 mules) Dana Radar School of Golf (22 miles) and Pmehurst Golf Resort (100
mules)
Most private golf clubs and many public golf courses in the immediate Charlotte area do
provide some aspect of practice facilities however none of them currently provide the
wide ranging holistic approach to golf instruction and training as the proposed Carolina
Golf Lodge facility Nearly every local private and public practice facility that exists in
Charlotte was developed as an ancillary or subordinate offering to the actual golf course
itself and therefore almost always has deficiencies In other instances the location of the
clubhouse was selected first a golf course architect determined the best routing of each
golf hole and the practice facility was located on the least desirable property closest to the
clubhouse Some typical deficiencies associated with these accessory practice areas
include inadequate width and length poor drainage poor topography unimaginative
target areas space constrained or non existent short game areas poor turf conditions and
limited consideration to prevailing wind conditions or directional sunlight In contrast
initial design and on going maintenance of the practice grounds at Carolina Golf Lodge
are the primary focus of the operation rather than a secondary addendum
According to the applicant the proposed Carolina Golf Lodge facility is not dust another
driving range or golf course Carolina Golf Lodge will be a performance based facility
designed to deliver a very unique golf product The proposed project differs from other
locations by providing elite level training facilities and by employing golf professionals
licensed medical professionals PhD psychologists and business professionals Carolina
Golf Lodge combines an architecturally designed indoor and outdoor golf training
complex combined with expert golf instruction golf specific psychology and nutrition
custom club and ball fitting sports psychology tournament planning and preparation as
well as college recruiting guidance and assistance in order to deliver a scientific based
golf product

Impact Minimization
39

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
IMPACT MINIMIZATION
The applicant requested a detailed wetland and stream delineation be performed in an
effort to avoid and minimize impacts to jurisdictional areas where possible The very
nature of the intended project (golf training course) required relatively large acreages
with open corridors (for uninterrupted shots) Different course layouts were considered
in design of the proposed facility The preferred course design proposes total impacts of
2 82 acres to jurisdictional waters 0 38 acres of impacts to wetlands (remnants of ponds
previously drained in 2003) and 2 44 acres of impat to a man made pond There are no
stream impacts proposed for the construction of the Carolina Golf Lodge Impacted
features are of relatively low quality and therefore the wetland mitigation set by the
USACE is at a 1 1 ratio The size of the subject property amount of open waters
topographic conditions golf yardage requirements storm water and tree ordinance
mandates limit the opportunity for avoidance of jurisdictional features The balance of
jurisdictional features (0 299 acres of wetlands 5 41 acres of open waters and 1030 linear
feet of stream channel) will be preserved by a declaration of conservation (See attached
Impact Maps)
.O

Proposed Impacts
41

CAROLINA GOLF LODGE INIDIVIDUAL PERMIT APPLICATION
S &EC #11762
PROPOSED IMPACTS
a Wetland Impacts
The applicant s preferred plan will permanently impact 0 38 acres of jurisdictional
wetlands (See attached Impact Maps) Please refer to the Impact Table below for an
outline of proposed wetland impacts
Type of Wetland
Impact Site Number
* All impacts have been rounded to the nearest 1 /100 of an acre
Wetlands proposed for impact are the remnants of two (2) former ponds that were
breached in 2003 Vegetation in wetland #6 is composed of Black Willow (Salax nagra)
Juncus (Juncus spp ) Elderberry (Sambucus Canadensas) Dulichium (Dulachaum
arundanaceum) and Silverling (Baccharas hahmafolaa)
Wetland #5 is located between wetland #6 and Pond A (See Impact Maps) Wetland #5
supports Sweetgum (Lcquidambar styraciflua) Red Maple (Acer rubrum) and Black
Willow (Salix nagra) trees along the perimeter of the feature The interior of wetland #5
is dominated by Cut Grass (Leersia spp ) Bulrush (Scirpus cyperanus) Juncus (Juncus
spp ) and Elderberry (Sambucus Canadensas)
b Open Water Impacts
The preferred plan proposes permanently impacts to 2 44 acres of open waters (See
Impact Maps) Please refer to the Impact Table below for an outline of proposed open
water impacts
Open Water
Impact Number
Type
Area of Impact
(acres)*
lmpact
Area of
Fill
Impact
ct
(e g forested marsh
(a )
244
herbaceous bog etc )
WETLAND #5
Fill
Forested/Herbaceous
028
WETLAND #6
Fill
Forested
01
TOTAL
0 38
* All impacts have been rounded to the nearest 1 /100 of an acre
Wetlands proposed for impact are the remnants of two (2) former ponds that were
breached in 2003 Vegetation in wetland #6 is composed of Black Willow (Salax nagra)
Juncus (Juncus spp ) Elderberry (Sambucus Canadensas) Dulichium (Dulachaum
arundanaceum) and Silverling (Baccharas hahmafolaa)
Wetland #5 is located between wetland #6 and Pond A (See Impact Maps) Wetland #5
supports Sweetgum (Lcquidambar styraciflua) Red Maple (Acer rubrum) and Black
Willow (Salix nagra) trees along the perimeter of the feature The interior of wetland #5
is dominated by Cut Grass (Leersia spp ) Bulrush (Scirpus cyperanus) Juncus (Juncus
spp ) and Elderberry (Sambucus Canadensas)
b Open Water Impacts
The preferred plan proposes permanently impacts to 2 44 acres of open waters (See
Impact Maps) Please refer to the Impact Table below for an outline of proposed open
water impacts
Open Water
Impact Number
Type of
Impact
Area of Impact
(acres)*
Pond A
Fill
244
TOTAL
244
Pond A is a man made pond presumably used for recreational purposes by previous
property owners A small diameter metal pipe exists at the dam end of the pond The
pipe is assumed to be the handle of a gate valve for maintaining water levels No wheel
(handle) currently exists on the pipe The existence of a drainage pipe /culvert connected
to the presumed gate valve is not evident (unknown) No jurisdictional stream or
42

CAROLINA GOLF LODGE INIDIVIDUAL PERMIT APPLICATION
S &EC #11762
spillway exists to outlet water from the pond The initial construction date of Pond A is
unknown The feature is shown on the Soil Survey of Mecklenburg County NC
published in 1980 A gravel road exists on the pond dam
43

Impact Maps
44

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Wetlands Avoidance

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
WETLANDS AVOIDANCE
The Clean Water Act requires that a project avoid or minimize filling regulated wetlands
when a practicable alternative project site or design is available to accomplish the project
purpose Federal regulations define a practicable alternative as an option that is
available and capable of being done after taking in consideration the cost existing
technology and logistics in light of the overall project purpose
Since the most logical and desirable site plan for the proposed development of the
Carolina Golf Lodge required impacting Jurisdictional features alternative project
designs were evaluated to determine which alternative accomplishes the project purpose
with the least adverse impact on the aquatic ecosystem Documentation regarding on
site alternatives is provided in the attachments

Public Interest Factors
50

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
PUBLIC INTEREST FACTORS
In a document provided by the U S Corps of Engineers titled Wetlands & Corps
Wetland Regulations and dated August 13 2001 the Corps of Engineers lists 21
specific factors that will be reviewed related to Public Interest These items are as
follows
Conservation
Water Quality
Wetlands
Flood Hazard
Floodplam Value
Land Use
Recreation
Safety
Aesthetics
Historic Properties
Water Supply
Navigation
Energy Needs
Mineral Needs
Economics
Fish & Wildlife Values
Shore Erosion and Accretion
Food & Fiber Production
Environmental Concerns
Property Ownership
Needs and Welfare of the People
Responses to each of the 21 Public Interest Issues are presented below
1 Conservation
The applicant requested a detailed wetland and stream delineation in order to determine
extents of jurisdictional waters of the U S on the property and to avoid/minimize impacts
to those features Several course layouts were considered for the project The proposed
preferred layout results in no stream impacts and permanent wetland impacts that are
below Nationwide Permit thresholds Outside of proposed impacts 5 41 acres of open
waters 0 299 acres of jurisdictional wetlands and approximately 1 030 linear feet of
streams will remain undisturbed and will be preserved by the applicant through a
declaration of conservation Please refer to Impact Maps for a graphic representation
of the proposed preservation areas The concept of resource preservation through
riparian buffers has been previously discussed with Mr Steve Kichefski of the US Army
Corps of Engineers and Mr Alan Johnson of NC Division of Water Quality
Land cover of the subject property is predominantly grass fields forest and ponds (see
Vicinity Maps Figure 2) Wooded areas along the entire property boundary will be
placed in tree save buffers ranging from 30 feet to 75 feet to meet City of Charlotte
ordinances Specifically 15% of the subject property must remain in tree save areas
The applicant will continue to practice sound land and water conservation by providing
sedimentation and erosion control as required under their proposed Erosion and Sediment
Control Plan Properly designed and located E &S structures will be utilized to prevent
sedimentation of undisturbed streams and wetlands
2 Water Quality
The Subject Property is located in the Catawba River Basin and in USGS Hydrologic
Unit Code (HUC) 03050103 (see attached Figures 1 2 3 & 4) Surface waters on site
flow to Irwin Creek which is Class C Waters C classified waters are fresh surface
waters that are protected for aquatic life propagation maintenance of biological integrity
51

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
including fishing and fish wildlife secondary recreation agriculture etc except uses for
primary recreation or as a source of water supply According to the DWQ s Catawba
River Basinwide Water Quality Management Plan (2010) Irwin Creek was last sampled
in 2004 and received a Poor fish community rating A Poor benthic rating was given in
1992 In 2004 biologist noted elevated conductivity levels which is typical of urban
streams This creek is Impaired for exceeding copper lead zinc and turbidity standards
as well as for receiving a Poor fish community raring
Water quality could be impacted by the project in several ways First during
construction sediment could potentially enter the waterways Measures will be in place
to prevent this possibility Current sediment and erosion control guidelines will be
adhered to To establish/maintain course grass fertilizers will be utilized on the greens
and fairways Proposed annual fertilizer usage is outlined in Section 5 1- Environmental
Concerns Underdrains designed for putting greens will be directed away from surface
waters Algae blooms will be controlled through low phosphorus inputs of not more than
1 pound annually applied slow release low soluble fertilizers to nummize nutrient
runoff to surface waters
The North Carolina Sedimentation Pollution Control Act of 1973 requires that a plan to
control erosion and sedimentation be developed for any activity that disturbs one or more
acres of land This plan must include control measures that will prevent sediment
impacts to water quality Practices must be installed that will control sedimentation from
the peak runoff generated by the 10 year storm One of the best methods to control
sediment loading from construction sites is to muumize the time that land is exposed
The State law requires that permanent ground cover be established within 15 working
days from when grading is completed The Project will meet or exceed these
requirements By following the site and grading plan and implementing and maintaining
Best Management Practices (BMP)s to control construction sedimentation for the 10 year
storm the impacts to water quality during construction will be minimized and will not be
significant
A North Carolina Division of Water Quality certification has been applied for in
association with this permit application Special conditions are anticipated and a copy of
these conditions will be provided to the USACE No mayor impacts to water quality are
expected
An approved Storm water Management Plan (SMP) will be required for impervious areas
of the project In the areas that will ultimately require an approved SMP the approved
devices coupled with the remaining urumpacted wetlands and wooded areas will provide
both storm water retention and treatment of any runoff associated with the project which
will prevent any cumulative effects to downstream water quality The proposed storm
water device includes a sand filter to remove 85% Total Suspended Solids (TSS)
3 Wetlands
The project proposes to fill 0 38 acres of herbaceous and forested wetlands for the
proposed training facility (see attached Impact maps Exhibits A B and C) These
52

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
features currently provide some nutrient filtering sediment removal and aquatic habitat
The applicant will mitigate for these unavoidable impacts through payment into the N C
Ecosystem Enhancement Program (NC EEP) (see Mitigation Plan section for further
detail) In addition to payment to EEP for wetland mitigation approximately 0 299 acres
of wetland on site will be preserved
4 Flood Hazard
As shown on the attached impact maps two (2) ponds and their associated dams are to
remain on site following the construction of impacts At this time we are unaware of any
deficiencies with these dams however as part of our facilities design process we will be
evaluating the remaining dams including the embankments and spillway systems to
identify any deficiencies If deficiencies are identified a suitable repair plan will be
prepared and if necessary submitted for review and approval by the appropriate
regulatory agencies
5 Floodplain Value
The Subject Property is located outside the 100 year FEMA Floodplam
6 Land Use
Land use in the surrounding area consists primarily of developed commercial and single
family residences The proposed project is located approximately 700 feet west of
Interstate 77 and 125 miles north of Interstate 85 No improvements exist on the
property beyond a cell tower and two (2) gravel roads As proposed the development
would result in the conversion of former farm and forested area to recreational use
While this is a mayor shift in land use the project was successfully rezoned in January
2012 for the proposed development Additionally the project is located adjacent to
residential and commercial uses (e g non farm)
7 Recreation
The purpose of the Carolina Golf Lodge project is to construct a golf training facility
8 Safety
The proposed facility will be privately owned for paying clients The project will be
designed in accordance with local traffic safety regulations and should not result in
additional safety concerns
9 Aesthetics
The proposed project will provide an aesthetic golf course that incorporates trees ponds
streams and wetlands into facility design Providing an aesthetically pleasing facility to
patrons will be critical to the success of the project Specifically the large (5 acre) pond
will serve as a central focus of the proposed facility Four (4) proposed tee boxes will be
53

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
constructed for play across the feature Visual buffers will be maintained along the
property boundaries through the establishment of tree save buffers
10 Historic Properties
S &EC contacted the State Historic Preservation Office (SHPO) in Raleigh North
Carolina regarding the proposed project A response letter was issued by SHPO on
February 24 2012 Based on their review SHPO was not aware of historic resources
which would be affected by the project (See Attached SHPO letter)
11 Water Supply
The project will use water from the onsite ±5 08 acre pond for irrigating the golf course
Irrigation use from the pond during spring and summer is estimated at 50 000 to 60 000
gallons per day Water will be pulled from the pond using vertical turbine pumps using
3 phase power The pumps will be computer controlled able to pump 500 to 660 gallons
per minute (gpm) via 50 to 75 horsepower (hp) motors Two hundred (200) sprinkler
heads are estimated for use on the golf course Water supply for the lodge will provided
via Charlotte Mecklenburg Utilities Department (CMUD) Wastewater will be disposed
via sanitary sewer and the City of Charlotte will ensure that the capacity of their facility
is not exceeded
12 Navigation
No navigable waters are found on this site
13 Energy Needs
The proposed facility will require the use of electricity from a public utility Duke Power
14 Nhneral Needs
This public interest issue is not applicable to this application as the proposed facility will
not affect the need for minerals in the area nor will it produce any
15 Economics
The applicant will be the primary beneficiary of the proposed development The project
will help meet area demand for a unique first class golf training facility The project
will also provide an overall benefit to the local economy and result in increases in local
state and federal tax revenues The Lodge will result in additional fob opportunities
during construction and after the facility is open
A summary of the investment opportunity provided by the applicant is as follows
• Total capital requirement is $5 500 000 which includes $500 000 of capital
reserves
• Initial shares will be offered in $250 000 units
54

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
• The operating company will be organized as a Limited Liability Company (LLC)
• Unleveraged Internal Rate of Return (IRR) target = 21%
• The project will be funded with 100% equity
• Annual revenues are projected at between $2 5MM and $3MM
• Conservative assumptions show a positive cash flow at the end of 15 months with
a break even date at the end of 20 months
• Debt financing will be contemplated once a history of positive cash flow has been
established
16 Fish & Wildlife Values
Endangered and Threatened Species
Species with Federal classifications of Endangered (E) Threatened (T) Proposed for
such listing (P) or Threatened due to Similarity of Appearance (T[S /A]) are protected
under the Endangered Species Act of 1973 as amended (16 U S C 1531 et seq ) The
status of Endangered refers to any species which is in endanger of extinction
throughout all or a significant portion of its range and the status of Threatened refers
to any species which is likely to become an endangered species within the foreseeable
future throughout all or a significant portion of its range (16 U S C 1532) Federal
Species of Concern (FSC) receive no formal protection under the ESA The U S Fish
and Wildlife Service (USFWS) and NHP list four protected species that are known or
suspected to occur in Mecklenburg County NC Federal Species of Concern (FSC) are
not protected by the ESA and therefore the entire list of FSCs known or suspected to
occur in Mecklenburg County is not addressed within this permit application
Mecklenburg County Federally Protected Species
The four federally protected species documented in Mecklenburg County NC are
• Carolina Heelsplitter (Lasmigona decorata) — Endangered
• Schweimtz s Sunflower (Hehanthus schweinitzai) — Endangered
• Smooth Coneflower (Echinacea laevcgata) Endangered
• Michaux s Sumac (Rhus michauxit) — Endangered
Descriptions of the appearance habitat and documented occurrences within 5 miles of
the project boundary for the four federally protected species known to occur in
Mecklenburg County NC follow
CAROLINA HEELSPLITTER (Lasmigona decorata) US — Endangered, NC —
Endanaered
DESCRIPTION The Carolina Heelsplitter is a medium sized freshwater mussel
that is generally greenish brown or dark brown in coloration The Carolina
Heelsplitter was federally listed as endangered in 1993

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
RANGE The Carolina Heelsplitter was historically known from several
locations in the Catawba and Pee Dee River systems in North Carolina and the
Pee Dee Savannah and possibly the Saluda River systems in South Carolina
Recent surveys for this species have indicated that all but two of the North
Carolina populations have been extirpated these are located in Union County
HABITAT Habitat of the Carolina Heelsplitter is limited to silt free well
oxygenated cool waters with stable substrate Historic habitat included small to
large streams rivers and ponds however recent records are from small streams
and a small river
NEARBY DOCUMENTED OCCURRENCE Two GIS polygons of destroyed
NHP element occurrence records of the Carolina Heelsplitter are located within
Irwin Creek approximately 12 air miles from the project boundary and within
Paw Creek approximately 3 0 air miles from the project boundary Both of these
populations are listed by NHP as extirpated
SCHWEINTTZ S SUNFLOWER (Helianthus schweinazu) US — Endangered, NC —
Endangered _
DESCRIPTION Schwemitz s Sunflower is a perennial herb characterized by a
purplish stem stiff lanceolate leaves with a rough textured sparsely hairy upper
surface and dense white pubescence beneath yellow compound flowers tuberous
roots opposite basal leaves and sometimes alternate apical leaves (Radford
1968)
RANGE Schwemitz s Sunflower has been documented in North Carolina by
NHP within Anson Cabarrus Davidson Gaston Mecklenburg Montgomery
Randolph Rowan Stanly Stokes Surry and Union Counties (Franklin 2006)
HABITAT Radford lists the habitat of Schwemitz s Sunflower as upland
woods thickets and pastures (1968) The NC Natural Heritage Program lists the
species as found in open woods and roadsides
NEARBY DOCUMENTED OCCURRENCE Based on the NHP records search
Schweinitz s Sunflower has not been documented within 5 miles of the project
boundary
SMOOTH CONEFLOWER (Echinacea laevikata) US — Endangered NC —
Endangered/SC
DESCRIPTION Smooth coneflower is a perennial herb of the aster family with
fleshy roots hairless stems and few leaves 20 59 inches (0 5 10 m) tall The
simple leaves are alternate smooth with toothed edges range in shape from lance
shaped basal leaves with rounded bases to smaller elliptic mid stem leaves 4 8
inches (10 20 cm) long and 1 3 inches (3 8 cm) wide Flowers are composite
W11

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
single and similar to black eyed susans with purple centers and deep to pale
pink occasionally white drooping ray flowers (which resemble petals)
RANGE Smooth Coneflower has been documented in North Carolina by NHP to
occur in Durham Granville Mecklenburg Montgomery Orange and
Rockingham counties Most populations contain less than 100 plants
HABITAT Basic or circumneutral soils of meadows open woodlands and
border areas in between Smooth coneflower requires abundant sunlight with
little competition from other herbaceous plants It is known to occur in cedar
barrens open woods dry limestone bluffs and along roadsides and powerline
rights of way It may prefer calcium and magnesium rich soils associated with
gabbro and diabase parent material in xeric hardpan forests and diabase glades
The Smooth coneflower grows best where there is disturbance such as natural
fires which serve to reduce shade and competition from woody plants
NEARBY DOCUMENTED OCCURRENCE Based on the NHP records search
Smooth Coneflower has not been documented within 5 miles of the project
boundary
MICHAUX S SUMAC (Rhus michauxii) US — Endangered, NC Endangered
DESCRIPTION Michaux s Sumac is a short densely pubescent shrub in the
Cashew family Plants generally attain a height of less than two feet Leaves are
compound with each leaf having between 7 and 13 leaflets originating from a
hairy rachis Each leaflet is finely to coarsely toothed on its edges
RANGE Michaux s Sumac has been documented by the NHP in North Carolina
within Cumberland Davie Durham Franklin Hoke Johnston Lincoln
Mecklenburg Moore Orange Richmond Robeson Scotland Union Wake and
Wilson Counties
HABITAT Michaux s Sumac is shade intolerant inhabits sandy or rocky open
woods (USFWS 2008) highway rights of way roadsides and edges of artificially
or fire maintained clearings (Patrick et al 2007) Recent research into soil
associations of naturally occurring and transplanted specimens of Michaux s
Sumac indicates that soil pH itself may be of less importance than the soil texture
composition and nutrient balance (Willis 2008)
NEARBY DOCUMENTED OCCURRENCE Based on the NHP records search
Michaux s Sumac has not been documented within 5 miles of the project
boundary
Other Rare %ecies Documented Within a 5 mile Radius of the Project
Boundary
57

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
North Carolina Natural Heritage Program (NHP) Records within a 5 mile radius of
the boundary of the project site were investigated on February 8 2012 A file search
for all federal state and NHP listed species within a 5 mule radius of the project
boundary was performed using the NHP Virtual Workroom (NHP 2012) The
following species were documented to occur within 5 riles of the site boundary
CAROLINA BIRDFOOT TREFOIL (AcmiWon hellera) US — Federal Species of
Concern, NC — Special Concern
DESCRIPTION Carolina Birdfoot Trefoil is a small annual herbaceous plant
which grows up to 30 inches in height The stems are hairy and the main stem is
reddish in color The leaves have three leaflets with the exception of the
uppermost leaves which have only a single leaflet Pink flowers appear in late
summer to early fall and the narrow one inch long fruiting pods appear in early
to late fall
HABITAT This species occurs in clay soils over bedrock high in iron and
magnesium (USACE 2012) Within these soils the plant may be found in open
or disturbed habitats such as natural openings in the forest canopy roadside
rights of way and clearings
RANGE Carolina Brrdfoot Trefoil has been documented by NHP to occur in
North Carolina within Cabarrus Caswell Catawba Davidson Davie Granville
Iredell Mecklenburg Moore Person Randolph Rockingham Rowan Stanly
Union Wake and Warren Counties (Buchanan 20 10)
NEARBY DOCUMENTED OCCURRENCE The GIS polygon of a historical
NHP element occurrence record of the Carolina Brrdfoot Trefoil is located
approximately 3 8 air miles from the project boundary This record represents a
small population discovered in 2007 along a railroad corridor The population
was most recently surveyed in 2008 and no stems were located The population is
listed as historical in the NHP GIS data (NHP 2012)
SESSILE TICK TREFOIL (Desmodium sessilifolium) NC — Special Concern
DESCRIPTION Sessile Tick trefoil is a small perennial herbaceous plant
which grows up to approximately 42 inches in height The stems are hairy and
the main stem is light green in color The stem is unbranched or may have few
branches Leaves are alternate with three leaflets At the apex of the stem a 6 to
12 inch long inflorescence of 5 petaled white to pink flowers forms in mid to late
summer The flattened seed pods (loments) appear in the fall
RANGE This species has a distribution throughout the central and eastern part
of the United States and ranges north into Canada Within North Carolina the
NHP has documented this species from Cabarrus and Mecklenburg counties

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
HABITAT This species is found in open woodlands roadside rights of way and
clearings in dry habitats
NEARBY DOCUMENTED OCCURRENCE The GIS polygon of a historical
NHP element occurrence record of Sessile Tick trefoil is located approximately
3 8 air miles from the project boundary Tlus record represents a population
surveyed in 1971
HAIR CLAW MOSS (Dichelyma capillaceum) NHP — Significantly Rare
DESCRIPTION Hair Claw Moss Sessile Tick trefoil is a nonvascular plant This
moss is usually dark green in color when live
RANGE This species has a distribution throughout the eastern United States and
Canada and is also found in Europe Within North Carolina the NHP has
documented this species from McDowell Mecklenburg and Orange counties
HABITAT Hair Claw Moss is found at or below the high water line at the bases
of trees on rocks or on stumps (Buchanan 2010)
NEARBY DOCUMENTED OCCURRENCE The GIS polygon of a historical
NHP element occurrence record of Hair Claw Moss is located approximately 3 8
air miles from the project boundary This record represents a population surveyed
in 1928
PALE CONEFLOWER (Echinacea pallida) NHP — Significantly Rare
DESCRIPTION Pale coneflower is a perennial herb of the aster family with
fleshy roots hairy stems and few leaves 20 59 inches (0 5 10 m) tall The
simple leaves are predominantly basal alternate pubescent on both surfaces and
generally narrower than leaves of E laevigata Flowers are composite single
and similar to black eyed susans with purple centers and pale pink to white
drooping ray flowers (which resemble petals)
RANGE Pale Coneflower has been documented in North Carolina by NHP to
occur in Gaston Granville McDowell Mecklenburg Richmond and Rutherford
counties
HABITAT This species is found in barrens and mafic glades (Buchanan 2010)
woodlands and roadsides (Radford 1968)
NEARBY DOCUMENTED OCCURRENCE The GIS polygon of a historical
NHP element occurrence record of Pale Coneflower is located approximately 4 5
air miles from the project boundary This record represents a population surveyed
in 1969
59

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
NORTHERN YELLOW BAT (Lasiurus cntermedius) US — Federal Species of
Concern, NC — Special Concern
DESCRIPTION The Northern Yellow Bat is a large yellowish brown bat The
tail membrane is heavily furred only on its basal third
RANGE The Northern Yellow Bat is primarily found in the Coastal Plain from
Virginia through southern Texas In North Carolina the NHP has documented
this species from Brunswick Mecklenburg and New Hanover counties
HABITAT Roosting habitat includes thick vegetation near water The species
often roosts in Spanish Moss and Longleaf Pine habitats Roosts are usually near
water where the bats feed
NEARBY DOCUMENTED OCCURRENCE The GIS polygon of an NHP
element occurrence record of the Northern Yellow Bat is located approximately
4 6 air miles from the project boundary This record represents a specimen in the
collection at UNC Wilrmngton collected in 2000 from an unidentified locality in
Mecklenburg County
A TRIAENODE CADDISFLY (Triaenodes marQanatus) NHP — Significantly Rare
DESCRIPTION Triaenodes marginatus is a light reddish brown long horned
caddisfly with a pattern of light tan mottles
RANGE This species has been documented by NHP in North Carolina in
Mecklenburg Gaston Polk Robeson Richmond and Moore counties
HABITAT Perennial streams and rivers
NEARBY DOCUMENTED OCCURRENCE The GIS polygon of an NHP
element occurrence record of this caddisfly is located approximately 1 1 air miles
from the project boundary This record was documented during a 1990 survey of
Stewart Creek
CAROLINA CREEKSHELL (Villosa vaughaniana) US — Federal Species of
Concern, NC — Endan eg red
DESCRIPTION The Carolina Creekshell is a sexually dimorphic medium
sized freshwater mussel that is generally shiny greenish yellow to dark brownish
yellow with green rays Males are elliptical while females are ovate
RANGE The Carolina Creekshell has been documented from the Cape Fear
Catawba Pee Dee and Santee Cooper River basins in North and South Carolina
The species was thought extirpated from South Carolina but recent surveys have
shown that it is still extant in the state
.E

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
HABITAT Habitat of the Carolina Creekshell is typically muddy or sandy
substrate close to the banks of perennial streams and medium sized rivers
NEARBY DOCUMENTED OCCURRENCE A GIS polygon of an NHP
element occurrence record of the Carolina Creekshell is located within Mallard
Creek approximately 2 0 air miles from the project boundary This record
represents a population surveyed in 1993
No on site surveys for Endangered, Threatened, or otherwise rare species or their
potentially suitable habitat were performed associated with the preparation of this
permit application
No Threatened and Endangered species surveys have been completed for this site
Common Species
The study area is characterized by a mosaic of pasture forested and residential land that
offers little components to support a rich diversity of wildlife White tailed deer
raccoon gray squirrels cottontails and other animals common to the Piedmont region of
NC may be seen along with an occasional opossum or red fox Geese feed in open fields
and shallow waters Forested areas contain a mixture of hardwoods and conifers in the
canopy such as Loblolly Pine Liriodendron tulipifera (Yellow Poplar) and Liquidambar
(Sweet Gum) A sparse subcanopy is dominated by Ligustrumjaponicum (Japanese
Privet bush) and occasional Juniperus virginiana (Juniper)
17 Shore Erosion & Accretion
This public interest issue is not applicable to this project as the proposed development is
inland and will not affect shore erosion or accretion
18 Food & Fiber Production
This public interest issue is not applicable to this application as the proposed project will
not be producing any food or fiber
19 Environmental Concerns
The overall impact to the environment as a result of the construction of the project will be
minimal Proposed permanent impacts are proposed to a man made pond of low quality
and two wetland pockets that naturalized from the draining of two (2) former man made
ponds Proposed wetland impacts are below Nationwide Permit threshold levels The
overall project will maintain impervious levels below 24% Temporary increases in
sediment construction noise traffic levels etc would be expected during construction of
the project
61

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
Noise
This surrounding land use near the subject property is predominantly commercial and
single family residential subdivisions There are numerous residential homes adjacent to
the area In addition Interstate 77 is approximately 700 feet west of the subject property
Noise in the area is directly related to adjacent residents commercial businesses and
nearby roads Other current sources of noise are construction related (e g power tools
etc ) and airplanes taxiing to Charlotte Douglas airport Expected project related
temporary sources of noise include the heavy equipment associated with the construction
efforts performed by the applicant or associated sub contractors Noise levels are
expected to increase during the normal working hours due to construction of the project
Construction is normally limned to daylight hours when loud noises are more tolerable
Immediately following completion of the project noise levels will be similar to what is
experienced on site now Tree save areas will be placed along property boundaries to
reduce noise from the facility
Prevention of Contamination
During construction of the proposed project there is the potential for accidental spills of
fuels such as gasoline or diesel from the mechanical equipment All re fueling will occur
in designated upland areas as far as feasible from surface waters Spills that may occur
will be contained immediately by certified personnel and disposed of appropriately Any
appropriate requirements (including the Material Safety Data Sheet) will be followed for
storage and disposal of any substance that can be considered toxic Overall the impacts
from toxic substances should be extremely minimal and are anticipated to be absent
altogether It is our opinion that no significant impacts from toxic substances will occur
Nutrients /Fertilization
According to the applicant fairway tee and rough fertility needs will be relatively low
once grow in is complete due to the use of zoysia turf type Base fertility will be 2 to 2 5
lbs nitrogen and potassium annually applied using slow release granular types Fertility
of the greens will be 4 5 to 6 lbs annually of 1/2 slow release granular and 1/2 soluble
liquids applied in 1/8 lb increments Algae blooms will be controlled through low
phosphorus inputs of not more than 1 lb annually by slow release low soluble fertilizers
to minimize nutrient runoff to surface waters
20 Property Ownership
The use of the subject property will be consistent with the designated zoning The
issuance of Approval for the proposed project would be consistent with the owner s right
to reasonable private use of their land Please refer to the list of names and addresses of
property owners adjacent to the 42+ acre property in Block 24 A corresponding map
showing the location of each property as it corresponds to the list is also attached
21 Needs and Welfare of the People
The proposed project is a privately funded project on private land for public recreational
use The proposed Sediment and Erosion Control BMPs will ensure that the proposed
project does not negatively affect the surrounding communities or downstream water
quality The local economy will benefit from the project with the employment of 15
persons The Lodge will provide increased tax revenue to the City of Charlotte and
62

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
Mecklenburg County compared to the current state of the site The facility will provide
area golfers with a unique training facility that based on the applicant s research is an
underserved market
63

Photos of Impacted Features
M.

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
PHOTOS OF IMPACTED FEATURES
Wetland #6
Wetland #5
65

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
PHOTOS OF IMPACTED FEATURES
Pond A (post pump -down)
..

Photos of Preserved Features
67

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
PHOTOS OF PRESERVED FEATURES
Pond C.
Wetland #3 and Stream #1
68

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
PHOTOS OF PRESERVED FEATURES
Stream #I
a$

Typical Site Photos
70

CAROLINA GOLF LODGE INDIVIDUAL PERMIT APPLICATION
S &EC #11762
TYPICAL SITE PHOTOS
Typical Fields View
Typical Woods View
71

Mitigation Plan
72

CAROLINA GOLF LODGE INDIVIDIUAL PERMIT APPLICATION
S &EC #11792
MITIGATION PLAN
The applicant proposes payment into the North Carolina Ecosystem Enhancement
Program ( NCEEP) to mitigate for proposed wetland impacts Specifically proposed
impacts to wetland #5 and wetland #6 total 0 38 acres Wetland mitigation is proposed at
1 1 ratio as per previous discussions with the USACE See attached NCEEP acceptance
letter dated December 6 2011 Based on prior discussions with the USACE and NC
DWQ the applicant proposes to preserve by declaration of conservation 1 030 linear feet
stream channel 0 299 acres of wetlands and 5 41 acres of open waters
Open Waters
Location
Total
Impacts
% Impacted
Preserved
% Preserved
Pond A (ac)
244
244
100
0
0
Pond B (ac)
033
0
0
033
100
Pond C (ac)
508
0
0
508
100
Total (ac)
785
244
31
541
69
Streams
Location
Total
Impacts
% Impacted
Preserved
% Preserved
Stream 1 (If)
763
0
0
763
100
Stream 2 (If)
267
0
0
267
100
Total (If)
1 030
0
0
1 030
100
Wetlands
Location
Total
Impacts
% Impacted
Preserved
% Preserved
Wetland 1 (ac)
111
0
0
111
100
Wetland 2 (ac)
097
0
0
097
100
Wetland 3 (ac)
029
0
0
029
100
Wetland 4 (ac)
056
0
0
056
100
Wetland 5 (ac)
28
28
100
0
0
Wetland 6 (ac)
10
10
100
0
0
Wetland 7 (ac)
006
0
0
006
100
Total (ac)
679
38
56
299
44
73

CAROLINA GOLF LODGE INDIVIDIUAL PERMIT APPLICATION
S &EC #11792
Photo documentation of proposed impact features wetland #5 wetland #6 and Pond A are
attached in this submttal Photo documentation of streams open waters and wetlands
proposed for preservation are also attached in this submittal
74

Attachments
1 PROJECT DEVELOPMENT TROELINE 76
2 ADJACENT PROPERTY OWNERS LIST 78
3 ADJACENT PROPERTY OWNERS MAP 83
4 SHPO LETTER (Dated 2/24/12)
5 NCEEP ACCEPTANCE LETTER (Dated 12/6/11) 87
6 STORM WATER CALCULATIONS 89
7 REFERENCES
75
164

Project Development Timeline
76

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Adjacent Property Owners List

Adjacent Property Owners to Carolina Golf Lodge
Parcel No — Owner Last L-j Owner First — Address - -- Address
1 0 HESTER DAQUITA 2710 COCHRANE DR CHARLOTTE
i 1 LAFAYETTE JOEROTHA - - 2628 COCHRANE DR CHARLOTTE
- - -- 2-------- - - - - -- WILSON ------------ -DORIS ------------------------------------------- CHARLOTTE --
2636 MEADOW
i KNOLL HILL
i - - -- 3 - - - - -- -RICE ------- - - - - -- ANISSA ------- - - ---- MEADOW ----------------------- CHARLOTTE --
i KNOLL DR
r-------------------------------------------------------O ------------------------------------------
� 4 MEA D OWHILL INC P BOX 472029 CHARLOTTE
i RESIDENTIAL ASSOC
i 5 FULLWOOD - COURTNEY J 2718 COCHRANE DR CHARLOTTE
i
i---- 5------- - - - - -- HODGES ----- - - - - -- KIMBERLY -- - - - - -- -2722 MEADOW ----------------------- CHARLOTTE --
e KNOLL DR
i 7 DUNLAP JOHNNY H 2648 COCHRANE DR CHARLOTTE
8 MURRAY KRISTINA 2714 COCHRANE DR - CHARLOTTE
i�---------------------- ---------------- -------------------------------------------------C---------- MEADOW
T
9 WORTHEY TRACY A
i KNOLL DR
----- --------------- -----------------------------------------------------------------------------
10 ANARIVA FRANCISCO 2828 COCHRANE DR CHARLOTTE
- --------- ------- U ------------------------------------------------------------------------
11
DUDLEY HOPE G 2640 COCHRANE DR CHARLOTTE
i 12
--------------- ILLER TEISHA L 2514 COCHRANE DR CHARLOTTE
i
-------------- -----------------------------------------------------------------------------
13 VAZQUEZ DESIDERIO RAMIREZ 2710 MEADOW CHARLOTTE
KNOLL DR
------------------------------------- --- -- ----------- 2726CO- ---- ---------------------- CHARLOTTE --
i 14 FUNDERBURK SHEKINA L
i DRIVE
}----------------------- ---------------- ------- - - - - -- ---- ORTHRID - --------------------- CHARLOTTE --
15 NWANGWU MIJE I
i DR
i - - -- 16 - - - - -- NICKS ------- - - - - -- LEON L ------- - - ---- MEADOW ----------------------- CHARLOTTE --
i KNOLL DRIVE
----- --------------------------------------------------------------------------------------------
17 MEADOW HILL OF PO BOX 472029 CHARLOTTE
NEVIN LLC
L------------------------------------------------------------------------------------------- - - - - --
Sod & Environmental Consultants PA Job No 11762 Carolina Golf Club Lodge

Parcel No — Owner Last — Owner First — Address - -- Address -- City —
18 BRIDGERS GEORGE 2616 COCHRANE DR CHARLOTTE
i
i� 19 MEANS PERNICE S - - 2632 COCHRANE DR m - CHARLOTTE
------------------- -------------- - - - - -- ---- --- ----- ----------- -- -- ------- ------------------------
20 STOUT FAMILY TRUST 2836 COCHRANE DR CHARLOTTE
i 21 - CURTIS CECELIA STITH 109 PRESIDIO BEND - - - -
� SUMMERVIL
i LE
---------------------- --------------- --------------- ---------- -----------------------------------
� 22 LEA JOHNEVA V 2604 COCHRANE DR CHARLOTTE
-------------------------------------------------------------------------------------------------
� 23 MEADOWHILL INC PO BOX 472029 CHARLOTTE
RESIDENTIAL ASSOC
-------------- - - - - -- AWSO ------------------------------------------------------------------------
24 LAWSON BRENDA CAROL 2530 COCHRANE DR CHARLOTTE
25 ROSS LASHON P 2734 MEAODW CHARLOTTE
KNOLL DR
-------------------------------------------------------------------------------------------------
26 MEADOW HILL OF PO BOX 472029 CHARLOTTE
NEVIN LLC
i 27 -------------- ELLAMY WILLIAM -------- 2538 COCHRANE D--------------------------------
T
-------------------------------------------------------------------------------------------------
28 STATESVILLE ROAD CHURCH 4901 STATESVILLE CHARLOTTE
BAPTIST RD
— 29 FREEMAN PATRICIA A - 11019 SOUTHFIELD -- CHARLOTTE
i
DRIVE
- ------------------------------------
30 CAUSEY RANDY J 519 BREEZEWOOD CHARLOTTE
DR
----- ---------- ----------------------------------------------------------------------------------
31 LIBERTY PROPERTY LP 500 CHESTERFIELD MALVERN
i PY
----- ---------------- --- --------------
-----------------------------------------------------------
32 BURNS HEATHER C 2730 MEADOW CHARLOTTE
i KNOLL DR
----- - ---------- ------------- -------------------------- ------------------------------------------
33 177 185 REALTY LLC PO BOX 19030 CHARLOTTE
---------------------------------------------- - - - - -- 3015 DUMBARTON ---------------- - - - - -- RICHMOND --
34 FROEHLING &
i ROBERTSONINC RD
i 35 GENTILE ARTHUR S JR 2526 COCHRANE DR CHARLOTTE
-------------------------------------------------------------------------------------------------
36 COCHRANE MYRTLE M 1777 N FORDHAM BV CHAPEL
STE 2025 — HILL
--- - - - - --
Sod & Environmental Consultants PA Job No 11762 Carolina Golf Club Lodge 2

Parcel No — Owner Last — Owner First — Address - -- Address
i
37 BENNETT CARMA C 2518 COCHRANE DR CHARLOTTE
i
i
--3-8 ARCHIE ------------- JAMES R--- - - - - -- -2610 MEADOW ------------------------ CHARLOTTE --
i KNOLL DR
------------------------- ------------- ---- ---- ---- ------ -----------------------------------
� 39 BOWEN L A 2844 COOCHRACHRA NE DR CHARLOTTE
-------------------------------------------------------------------------------------------------
40 ROBINSON KHALILAH H 2702 COCHRANE DR CHARLOTTE
r-------------------------------------------------------------------------------------------------
41 DAVIS DEVONYA MICHELLE 2620 COCHRANE CHARLOTTE
DRIVE
i 42 ORTIZ KAREN ELIZABETH 2522 COCRRAIVE DR m CHARLOTTE
i
--- ----------------- LTRA ------------------------------------------------------------------------
� 43 BELTRAN ALFONSO 2640 MEADOW CHARLOTTE
i KNOLL RD
-------------------------------------------------------------------------------------------------
i 44 CRAFT HOMES USA 2649 MONROE
LLC BRECKONRIDGE
45 STRICKLAND ARTHUR — 2722 COC COCHRANE DR CHARLOTTE
------ 46 ------------ - CUN---HAM -----AM --------- K-YLE ----LORENZ-----O ------ 2608 -----COCHRANE -------DR -------------------------- CH-------
ARLOTTE
i
-------------------------------------- ----------------- -COCHRA O -----------------------------------
� 47 KNUCKLES JACKIE G 2600 CHRANE DR CHARLOTTE
i
-------------------------------------- ---- ---------- - - - - -- -MEADOW HARLO TE --
� 48 SIMMONS WILLIE C 2620 MEADOW CHARLOTTE
KNOLL DR
i - - -- 49----- - - - - -I 77 185 REALTY LLC -------------------- - - - -PO BOX 19030 ----------------------- CHARLOTTE --
i
----- 5-0 STAGGERS � 50 STAGGERS DELORES 2718 MEADOW CHARLOTTE
i KNOLL DR
---- -------------- - --HNS -------------------------------------------------------------------------
� 51 JOHNSON DORIS 2644 COCHRANE DR CHARLOTTE
i
------------------ ----- ---------- - - - - -- JOYCE HA- - - - - --
52 CRAWFORD JOYCE 2636 COCHRANE CHARLOTTE
DRIVE
----- - ------------- ------------------------------------------------------------------------------
� 53 BARRANTES BLANCA D 2800 COCHRANE DR CHARLOTTE
-------------------------------------------------------------------------------------------------
i 54 THAO TSAVANNA 2837 CINDY LN CHARLOTTE
i
i
-------------------------------------------------------------------------------------------------
� 55 SU RONG 63 SHEPPARD LN SMITHTOWN
i
L— - - -- — -- — -------- - - - - --
---- - - -- - - - - - -- ---- - - - - -- -------- - - - - -- - -- --------------------------------
Sod & Environmental Consultants PA Job No 11762 Carolina Golf Club Lodge 3

Parcel No - Owner Last - Owner First - Address - -- Address -- City -
56 CAUSEY RANDY 519 BREEZEWOOD CHARLOTTE
DR
-17 - - - -- - - - - -- - - - - E - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - --
57 PENA CLAUDIA 2740 MEADOW CHARLOTTE
i KNOLL DR
-------------------------------------------------------------------------------------------------
58 BROWN TA MIA G 2612 COCHRANE DR CHARLOTTE
- - - - - -
-------------- - - -- -- -- - -- - - - - - - - - - - - - - - - - - - - -- - -- - - -- -- - - - - - - - - - - - - -- -- -- - - - - - - - - - - - - - - -- - -
59 WITHERS SELENE 2706 COCHRANE DR CHARLOTTE
- - - - - - -------------- - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - -- - - - -- - - - - - - -- - - - -- - - -- - - -- - --
i BROWN TAMMY A 2534 COCHRANE DR CHARLOTTE
L------------------------------------------------------------------------------------------- - - - - --
Soil & Environmental Consultants PA Job No 11762 Carolina Golf Club Lodge

Adjacent Property Owners Map

I 1 762 WG
Project Manager
NT
sale 1 e =400'
I �
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FA
Map Title
Figure 5 - Adjacent
Property Owners Map
Carolina Goff Lodge
Charlotte
Mecklenburg Co
Date 03/12/ 12 1 Mecklenburg Co GI5
Soil & OnvimnmenW ConeulWd4 PA
110IOReranRWPRd ROAMOV614
PIO)64H= P0840 -W
ab Pao& WwAr mn

State Historic Preservation Office
(SHPO)
m

North Carohna Department of Cultural Resources
State Historic Preservation Office
Ramona M Bartos Administrator
Beverly Eaves Perdue Governor
Linda A Carlisle Secretary
Jeffrey J Crow Deputy Secretary
February 24 2012
Wendell Overby
wo-v erby&sandec com
Office of Arcluves and History
Division of Historical Resources
David Brook, Director
Re Develop Carolina Golf Lodge 2621 Cindy Lane Charlotte Mecklenburg County ER 12 0203
Dear Mr Overby
Thank you for your email of February 7 2012 concerning the above project
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project Therefore we have no comment on the project as proposed
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Hlstonc Preservation s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800
Thank you for your cooperation and consideration If you have questions concerning the above comment
please contact Renee Gledhill Earley environmental review coordinator at 919 807 6579 In all future
communication concerning this project please cite the above referenced tracking number
Sincerely
6flRamona M Bartos
Lo n n 109 E t J Str t, Raleigh NC 27601 Mailing Addre 4617 Mail Service Ce ter Raleigh NC 27699 4617 Telephon /Fax [phone] 6599

North Carolina Ecosystem Enhancement
Program (NCEEP) Acceptance Letter
M

refem
mellt
PROGRAM
December 6, 2011
Jonathan,Jarrett
817 Romany Road
Charlotte NC 28203 Expiration of Acceptance June S 2012
PrglecL Carolina Golf Lodge County Mecklenburg
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program ( NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced protect as indicated in the table below Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for protect impacts It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved You must also ggMply with all other state federal or local cove -mment Dermits remilabons or authorizations associated
with the _ _- _ osed activity including SL 2009 337 An Act to Promote the Use of COMRensatory M tiaation Banks as amended by
S.L 2011 343
This acceptance is valid for sic months from the date of this Ietter and is not transferable If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA 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 permits) 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 nceep not
Based on the information supplied by you in your request to use the NCEEP the impacts that may require compensatory mitigation are
summarized in the following table The amount of mitigation required for this impact is determined by permitting agencies
River I CU I Stream
Basin Location
1`:1
03
Wetlands
Non
Buffer I I Buffer II
(Sq FL) (Sq Ft.)
*Mitigation credit will be Drovided in the Catawba 03050103 E anded Service Area Upon receipt of payment, EEP will take
responsibility for providing the compensatory mitigabon. The ttigation will be performed in accordance with the N C Department
of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument dated July 28 2010
Thank you for your interest in the NCEEP If you have any questions or need additional information please contact Melly Williams at
(919) 716 -1921
Sincerely
Mic 1 Ellison
Deputy Director
cc Karen Higgins NCDWQ Wetlands/401 Unit
Steve Kichefski USACE- Asheville
Alan Johnson NCDWQ - Mooresville
File
r�= RIP du hill I ,,,1 11111 ,,1 !111 ,,1 1 111 1 ''1
I I
L.
North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 -1652 / 919 715 0476 / www nceep net

Storm Water Calculations
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tcPre As
First 272
manning s n for sheet flow( able 3 1 TR 55)
smooth surfaces(conc asphalt gravel or bare soil)
Head=
13
(785 772)
Fallow(no residue) _ _
mannings=
015
_ _ _
_
_
Cultivated Soils ___
P2=
3 12 in
Residue cover <20%
Length=
272 ft
_
Residue Ccover >20%
So =H /L= 0048 ft/ft
_
Eqn 3 3 TR55
Grass
Tt =O 007(nL) ^0 8 /P" 5 So^ 4
Short grass praire
Tt= 02599 hr
Dense grass
Bermudagrass
Shallow Concentrated Flow Range
L= 1 ft Woods
h=1 lift Light underbrush
S= 1 ft/ft Dense underbrush
V =16 1345(s)^0 5
V= 16 13 fps
T= U(360OV)= 00000 hr
Compute travel time Tc =Tt1 + Tt_2_ Tn
Tc= 0 260 hr = 15 59 min
LAG= 016
i
0 011
005
006
017
0 15
024
041
013
041 08

HEC 1 INPUT PAGE 1
LINE ID 1 2 3 4 5 6 7 8 9 10
1
ID
CAROLINA GOLF
2
TD
2 YEAR PRE DEVELOPED CONDITION
3
ID
GEOSCIENCE GROUP
INC
4
IT
1 0 0
1800
5
IO
5 0 0
6
ILK
RUNOFF FROM AREA
7
KM
2 YEAR
B
PH
0 0 0 42
0 83
1 45 1 76 1 95
9
KM
10 YEAR
10
KM
0 0 0 59 1 26 2 36 2 9 3
21 3 72
11
KM
25 YEAR
12
KM
0 0 0 68 1 47 2 76 3 4 3
75 4 38
13
KM
50 YEAR
14
KM
0 0 0 75 1 62
3 05
3 78 4 20 4 92
5
KM
100 YEAR
16
KM
0 0 0 83
1 78
3 34 4 12 4 56
17
KO
0
21
18
BA
0 006
19
LS
0 63 5
20
UD
0 16
21
22
2 28
5 34

FLOOD HYDROGRAPH PACKAGE (HEC 1)
JUN 1998
VEPSION A 1
RJN DATE 01MARIZ TIME 10 38 39
CAROLINA GOLF
2 YEAR PRE DEVELOPED CONDITION
GEOSCIENCE GROUP INC
5 IO OU"*PUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
T HYDROGRAPH TIME DATA
NMIN 1 MINUTES IN COMPUTATION INTERVAL
IRATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 1800 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0559 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 02 HOURS
TOTAL TIME SASE 29 98 HOURS
ENGLISH UNITS
FROM
DRAINAGE AREA
SQUARE MILES
PRECIPITATION DEPTH
INCHES
LENGTH ELEVATION
FEET
FLOW
CUBIC FEET PER SECOND
STORAGE VOLUME
ACRE FEET
SURFACE AREA
ACRES
TEMPERATURE
DEGREES FAHRENHEIT
6 KK RUNOFF
FROM
AREA
17 KO OU-ZUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IUNCH
0
PUNCH COMPUTED HYDROGRAPH
TOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAVI
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TIMINT
017
TIME INTERVAL IN HOURS
VALUE EXCEEDS TABLE IN LOGLOG
01667 01667 6 00000
U S ARMY CORPS OF ENCINEI
HYDROLOGIC ENGINEERING CE
609 SECOND STREET
DAVIS CALIFORNIA 9561E
[phone]

OPERATION STATION
HYDROGRAPH AT RUNOFF
NORMAL END OF HEC I
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD
FLOW PEAK 6 HOUR 24 HOUR 72 HOUR
3 32
BASIN MAXIMUM TIME OF
AREA STAGE MAX STAC
01
i

ograph I Peak Flow RateC I Peak FlowliDate(Time I Total Volume❑
RUNOFF 10652 Dec 01 1900 03 20 2 589

SEC 1 INPUT PAGE 1
LINE ID 1 2 3 4 5 6 7 B 9 10
1
ID
CAROLINA GOLF
2
ID
10 YEAR PRE DEVELOPED CONDITION
3
ID
GEOSCIENCE GROUP
INC
4
IT
1 0 0
1800
5
IO
5 0 0
6
KK
RUNOFF FROM AREA
7
KM
2 YEAR
8
KM
0 0 0 42 0 83 1 45 1 76
1 95 2 28
9
KM
10 YEAR
0
PA
0 0 0 59
1 26
2 36 2 9 3 21
11
KM
25 YEAR
12
KM
0 0 0 68 1 47 2 76 3 4 3
75 4 38
13
KM
50 YEAR
14
KM
0 0 0 75 1 62
3 05
3 78 4 20 4 92
15
KM
100 YEAR
16
KM
0 0 0 83
1 78
3 34 4 12 4 56
17
KO
0
21
18
BA
0 006
19
LS
0 63 5
20
UD
0 16
21
ZZ
3 72
5 34

FLOOD HYDROGRAPH PACKAGE (HEC 1)
JUN 1998
VERSION 4 1
RUN DATE 01MAR12 TIME 10 40 03
CAROLINA GOLF
10 YEAR PRE DEVELOPED CONDITION
GEOSCIENCE GROUP INC
5 IO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 1 MINUTES IN COMPUTATION INTERVAL
IRATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 1800 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0559 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 02 HOUPS
TOTAL TIME BASE 29 98 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
6 KK RUNOFF FROM AREA
17 KO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOUT 21 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 1800 LAST ORDINATE PUNCHED OR SAVED
TIMINT 017 TIME INTERVAL IN HOURS
VALUE EXCEEDS 'FABLE IN LOGLOG 01667 01667 6 00000
U S ARMY CORPS OF ENGINEi
HYDROLOGIC ENGINEERING CE2
609 SECOND STREET
DAVIS CALIFORNIA 9561E
[phone]
* w

OPERATION STATION
HYDROGRAPH AT RUNOFF
NORMAL END OF HEC 1
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD
FLOW PEAK 6 HOUR 24 HOUR 72 HOUR
3 23
BASIN MAXIMUM TIME OF
AREA STAGE MAX STAC
Ol

ograph" I Peak Flow Rated I Peak FlowMateffime ]Total
RUNOFF 140 Dec 01 1900 03 15 11 07

REC 1 INPUT PAGE 1
LINE ID 1 2 3 4 5 6 7 8 9 10
1
ID
CAROLINA GOLF
2
ID
25 YEAR PRE DEVELOPED CONDITION
3
ID
GEOSCIENCE GROUP
INC
4
IT
1 0 0
1800
5
IO
5 0 0
6
KK
RUNOFF FROM AREA
7
KM
2 YEAR
8
KM
0 0 0 42 0 83 1 45 1 76
1 95 2 28
9
KM
10 YEAR
10
KM
0 0 0 59 1 26 2 36 2 9 3
21 3 72
11
KM
25 YEAR
12
PH
0 0 0 68
1 47
2 76 3 4 3 75
13
KM
50 YEAR
14
KM
0 0 0 75 1 62
3 05
3 78 4 20 4 9
15
KM
100 YEAR
16
KM
0 0 0 83
1 78
3 34 4 12 4 56
17
KO
0
21
18
BA
0 006
19
LS
0 63 5
20
UD
0 16
21
zz
4 38
5 34

FLOOD HYDROGRAPH PACKAGE (HEC 1)
JUN 1998
VERSION 4 1
RUN DATE DIMAR12 TIME 10 41 09
U S ARMY CORPS OF ENGINEI
HYDROLOGIC ENGINEERING CC?
609 SECOND STREET
DAVIS CALIFORNIA 9561E
[phone]
CAROLINA GOLF
25 YEAR PRE DEVELOPED CONDITION
GEOSCIENCE GROUP INC
5 IO
OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
IT
HYDROGRAPH TIME DATA
NMIN 1 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 1800 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0559 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 02 HOURS
TOTAL TIME BASE 29 98 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
r
6 KK
RUNOFF FROM AREA
17 KO
OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLAT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 21 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 1800 LAST ORDINATE PUNCHED OR SAVED
TIMINT 017 TIME INTERVAL IN HOURS
VALUE EXCEEDS
TABLE IN LOGLOG 01667 01667 6 00000
U S ARMY CORPS OF ENGINEI
HYDROLOGIC ENGINEERING CC?
609 SECOND STREET
DAVIS CALIFORNIA 9561E
[phone]

OPERATION STATION
HYDROGRAPH AT RUNOFF
NORMAL END OF HEC 1
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD
FLOW PEAK 6 HOUR 24 HOUR 72 HOUR
3 23
BASIN MAXIMUM TIME 01
AREA STAGE MAX STAC
01

_
_
.......... .
�
/r ?
:� (r/ Z- *D ,< q /,-0,) -;� r Eli ,- a —

WQ volume As
Site Parameters
Drainage Area Post Devlp =14 00 ac
Impervious Area=1 1 56 ac
Calculate Water Quality Volume (RQ
Compute Volumetric Runoff Coefficient Rv
I= Impervious area/Drainage area= 39 %
Rv =O 05 +0 009(1)= 0 401
WQv = 1R2 WQ, =11 13 ac ft
WQ =1R WQ, _4 in
Calculate Modified Curve Number GV
cNm = 1000 l
(10 + 5P + 10WOv —10 WQ�2 + 1 25T�IfQyP 1 Where P= 1 0
GT ^i = X72 V
3/1/2012

CP Volume AS it
Area Total=
4 00 ac
Pervious Area =
1 56 ac
Impervious Area =
2 44 ac
CNw= 78 a
1000
S C —10
N
S= 2 a2
Q _ (P — 0 2S) 2 Where P =2 58
P+0 8S
roll :01
CPv =Qx12n x,4
cFv--jj 0 280 ac ft

Sandfdter Stage Discharge xls
WQ1 x d f
Af =
kx h +d )X l I
1� Qltf
Elev
Outflow cfs
77300
0
7740
0 031
7750
0 040
7760
0 049
3/112012
Afk(hf +df)
df
A f
552 ft
dj
25ft
K
1 35ft erda

HEC 1 INPUT
LINE ID 1 2 3 4 5 6 7 8 9 10
1
ID
CAROLINA GOLF
2
ID
1 INCH 6 HOUR STORM ROUTED THROUGH SAND FILTER
3
ID
GEOSCIENCE GROUP
INC
4
IT
2 0
0
3600
S
IN
5 0
0
6
IO
5 0
0
7
KK
PREI
8
PS
1
9
PI
0 0 003
0 003
0 003
0
003
0
003
0
003
0
004
0
004
0
004
10
PI
0 004 0 004
0 004
0 004
0
004
0
005
0
005
0
005
0
005
0
006
11
PI
0 007 0 007
0 007
0 008
0
008
0
009
0
009
0 01
0
011
0
012
12
PI
0 013 0 019
0 022
0 025
0
039
0 05
0
108
0
188
0
075
0
043
13
PI
0 028 0 023
0 02
0 014
0
012
0
011
0
01
0
009
0
009
0
008
14
PI
0 008 0 007
0 007
0 007
0
006
0
005
0
005
0
005
0
005
0
005
15
PI
0 004 0 004
0 004
0 004
0
04
0
004
0
004
0
004
0
003
0
003
16
PI
0 003 0 003
0 003
0
17
KK
POST
18
KO
0 0
0
0
21
19
BA
0 006
20
KM
ADJUSTED CURVE NUMBER
21
LS
0 92
2
UD
0 05
23
KK
ROUTE
24
KO
21
25
RS
1 ELEV
773
26
SV
0 0 053
0 163
0 298
27
SE
773 774
775
776
28
SQ
0 0 031
0 04
0 049
29
SE
773 774
775
776
30
ST
776 40
3
1 5
31
ZZ
PAGE 1

FLOOD
HYDROGRAPH PACKAGE (HEC 1)
U S ARMY CORPS OF ENGINES
IPRNT
JUN 1998
HYDROLOGIC ENGINEERING CEC
IPLOT
VERSION 4 1
609 SECOND STREET
QSCAL
0
DAVIS CALIFORNIA 9561E
RUN DATE 02MAR12 TIME 15 39 20
[phone]
PUNCH COMPUTED HYDROGRAPH
CAROLINA GOLF
21
SAVE HYDROGRAPH ON THIS UNIT
1 INCH 6 HOUR STORM ROUTED THROUGH SAND FILTER
1
FIRST ORDINATE PUNCHED OR SAVED
GEOSCIENCE GROUP INC
2000
ERROR
SPECIFIED START AND END DATES RESULT IN TOO MANY TIME PERIODS
033
6 IO
OUTPUT CONTROL VARIABLES
XPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
IT
HYDROGRAPH TIME DATA
NMIN 2 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 2000 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 3 0 ENDING DATE
NDTIME 1838 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 03 HOURS
TOTAL TIME BASE 66 63 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
17 KK POST
18 KO OUTPUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
2000
LAST ORDINATE PUNCHED OR SAVED
TIMINT
033
TIME INTERVAL IN HOURS
.K ROUTE
24 KO OUTPUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
2000
LAST ORDINATE PUNCHED OR SAVED
TIMINT
033
TIME INTERVAL IN HOURS

MAXIMUM TIME Of
STAGE MAX STA(
774 57 6 1
RUNOFF SUMMARY
FLOW
IN CUBIC FEET PER SECOND
TIME IN
HOURS AREA IN SQUARE MILES
PEAK
TIME OF
AVERAGE FLOW FOR MAXIMUM PERIOD
BASIN
OPERATION
STATION
FLOW
PEAK
6 HOUR 24 HOUR 72
HOUR.
AREA
HYDROGRAPH AT
PRE1
0
00
0 0
0
00
HYDROGRAPH AT
POST
3
3 0
0 0
0
01
ROUTED TO
ROUTE
0
5 50
0 0
0
01
MAXIMUM TIME Of
STAGE MAX STA(
774 57 6 1

NORMAL END OF HEC 1
SUMMARY
OF DAM OVERTOPPING /BREACH ANALYSIS
FOR STATION ROUTE
(PEAKS SHOWN
ARE FOR INTERNAL TIME
STEP USED DURING BREACH FORMATION)
PLAN 1
INITIAL VALUE
SPILLWAY CREST TOP OF DAM
ELEVATION
773 00
776 00
776 00
STORAGE
0
0
0
OUTFLOW
0
0
0
RATIO
MAXIMUM
MAXIMUM MAXIMUM
MAXIMUM
DURATION TIME OF
TIME OF
OF
RESERVOIR
DEPTH STORAGE
OUTFLOW
OVER TOP MAX OUTFLOW
FAILURE
PMF
W S ELEV
OVER DAM AC FT
CFS
HOURS HOURS
HOURS
1 00
774 57
00 0
0
00 6 17
00
NORMAL END OF HEC 1

' 'rograph Peak Flow RateN I Peak FlowoDate/Time I Total VoEumeC
—aT 3 446 Dec 01 1900 03 14 561
ROUTE 0 036 Dec 01 1900 05 30 5 529

HEC 1 INPUT
LINE ID 1 2 3 4 5 6 7 B 9 10
1
ID
CAROLINA GOLF
2
ID
1 YEAR
24 HOUR STORM POST
DEVELOPMENT FILTER
ONLY
3
ID
GEOSCIENCE
GROUP
INC
4
IT
2
0
0
3600
5
IN
5
0
0
6
IO
5
0
0
7
KK
8
PB
2 58
9
PI
0
0 001
0 001
0
001
0
0011
0 001
0
0011
0 001
0
0011
0
0011
10
PI
0 0011
0 0011
D 0011
D
0011
0
0012
0
0011
0
0012
0
0011
0
D012
0
0012
11
PI
0 0012
0 0012
0 0012
0
0013
0
0012
0
0012
0
0013
0
0012
0
0013
0
0013
12
PI
0 0013
0 0013
0 0013
0
0013
0
0014
0
0013
0
0014
0
0014
0
0013
0
0014
13
PI
0 0014
0 0014
0 0014
0
0015
0
0015
0
0015
0
0015
0
0015
0
0015
D
0016
14
PI
0 0016
0 0016
0 0016
0
0017
0
0017
O
0016
0
0018
0
0017
0
0017
0
0018
15
PI
0 0018
0 0018
0 0018
0
0019
0
0019
0
0018
0
002
0
0019
0
0019
0 002
16
PI
0 002
0 002
0 002
0
0021
0
0021
0
D021
0
0021
0
0021
0
0021
0
0022
17
PI
0 0022
0 0022
0 0024
0
0024
0
0026
0
0026
0
0028
0
0029
0
0029
0 003
1B
PI
0 0032
0 0032
0 0032
0
D032
0
0032
0
0032
0
0033
0
0034
0
0036
0
0038
19
PI
0 0039
0 0041
0 0044
0
0046
0
0048
0
0051
0
0054
0
0058
O
0062
0
0066
20
PI
0 007
0 0077
0 0086
0
0096
0
0106
0
0115
0
0236
0
0476
0
0764
0
1371
21
PI
0 0951
0 019
0 0166
0
0144
O
0122
0
0098
0
0084
0 008
0
0074
0
0068
22
PI
0 0064
0 006
0 0056
0
0054
D
0052
0
0048
0
0046
0
0044
0
0042
O 004
23
PI
0 0038
0 0037
0 0036
0
0035
0
0034
0
0034
0
D033
0
0033
0
0032
0
0031
24
PI
0 003
0 003
0 0029
0
0028
0
0027
0
0027
0
0026
0
0026
0
0025
0
0024
25
PI
0 0023
0 0023
0 D022
0
0023
0
0022
0
0022
0
0022
0
0021
0
0021
0
0021
26
PI
0 0021
0 OD2
0 002
0
002
0
0019
0 002
0
0019
0
0019
0
0018
0
0018
27
PI
0 0018
0 0018
0 0017
0
0018
0
0017
0
0017
0
0016
0
0017
0
0016
0
0016
28
PI
0 0015
0 0016
0 0015
0
0015
0
0015
D
0014
0
0014
0
0014
0
0013
0
0014
29
PI
0 0013
0 0013
0 OD13
0
0013
0
0013
0
0012
0
0013
0
0013
0
0012
0
0013
30
PI
0 0012
0 0013
0 0012
0
0013
0
0012
D
0012
0
D013
0
0012
0
0012
0
0012
31
PI
0 0012
0 0012
0 0012
0
0012
0
0012
0
0011
0
0012
0
0012
0
0011
0
0012
32
PI
0 0011
0 0012
0 0011
0
0012
0
0011
0
0011
0
0012
0
0011
0
0011
0
0011
33
PI
0 0011
34
m
POST
35
KM
POST DEVELOPMENT
36
KO
0
0
0
0
21
37
BA
0 006
38
LS
0
78
39
UD
0 05
40
KK
ROUTE
41
KO
21
42
RS
1
ELEV
773
43
SV
0
0 053
0 163
0
298
44
SE
773
774
775
776
45
SQ
0
0 031
0 137
0
199
46
SE
773
774
775
776
47
ST
779
1
3
1 5
48
ZZ
PAGE 1

x
FLOOD HYDROGRAPH PACKAGE (HEC 1)
JUN 1998
VERSION 4 1
PUN DATE 02KAR12 TIME 15 44 13
CAROLINA GOLF
1 YEAR 24 HOUR STORM POST DEVELOPMENT FILTER ONLY
GEOSCIENCE GROUP INC
ERROR SPECIFIED START AND END DATES RESULT IN TOO MANY TIME PERIODS
6 IO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 2 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 2000 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 3 0 ENDING DATE
NDTIME 1838 ENDING TIME
ICENT 19 CENTURY KARR
COMPUTATION INTERVAL 03 HOURS
TOTAL TIME BASE 66 63 HOUPS
ENGLISH UNITS
DRAINAGE AREA
PRECIPITATION DEPTH
LENGTH ELEVATION
FLOW
STORAGE VOLUME
SURFACE AREA
TEMPERATURE
SQUARE MILES
INCHES
FEET
CUBIC FEET PER SECOND
ACRE FEET
ACRES
DEGREES FAHRENHEIT
34 KK POST
VARIABLES
36 KO OUTPUT CONTROL
VARIABLES
PRINT CONTROL
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
2000
LAST ORDINATE PUNCHED OR SAVED
TIMINT
033
TIME INTERVAL IN HOURS
x
CK ROUTE
41 KO OUTPUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
2000
LAST ORDINATE PUNCHED OR SAVED
TIMINT
033
TIME INTERVAL IN HOURS
U S ARMY CORPS OF ENGINEI
HYDROLOGIC ENGINEERING CET
609 SECOND STREET
DAVIS CALIFORNIA 9561E
[phone]

MAXIMUM TIME OI
STAGE MAX STA(
77S 02 14 9(
RUNOFF SUMMARY
FLOW
IN CUBIC FEET PER SECOND
TIME IN
HOURS AREA IN SQUARE MILES
PEAK
TIME OF
AVERAGE FLOW FOR MAXIMUM PERIOD
BASIN
OPERATION STATION
FLOW
PEAR
6 HOUR 24 HOUR 72
HOUR
AREA
HYDROGRAPH AT
0
00
0 0
0
00
HYDROGRAPP AT POST
5
10 03
0 0
0
01
ROUTED TO ROUTE
0
13 67
0 0
0
01
MAXIMUM TIME OI
STAGE MAX STA(
77S 02 14 9(

NORMAL END OF HEC 1
SUMMARY
OF DAM OVERTOPPING /BREACH ANALYSIS
FOR STATION
ROUTE
(PEAKS SHOWN
ARE FOR INTERNAL TIME
STEP USED DURING BREACH
FORMATION)
PLAN 1
INITIAL VALUE
SPILLWAY CREST TOP OF
DAM
ELEVATION
173 DO
779 00
779
00
STORAGE
0
1
1
OUTFLOW
0
0
0
RATIO
MAXIMUM
MAXIMUM MAXIMUM
MAXIMUM
DURATION
TIME OF
TIME OF
OF
RESERVOIR
DEPTH STORAGE
OUTFLOW
OVER TOP MAX OUTFLOW
FAILURE
PMF
W S ELEV
OVER DAM AC FT
CFS
HOURS
HOURS
HOURS
1 OD
775 02
00 0
0
OD
14 90
00
NORMAL END OF HEC 1

ro4raohE] I Peak Flow RateN I Peak FlowoDate/Time I Total Volumed I
POST 15464 Dec 01 1900 10 04 11 713
ROUTE 10138 Dec 01 1900 13 38 11 466

T Pne POST
ROUTE
M t } (CFS)
(CFS)
720
0 251
013
722
0249
013
724
0247
0131
726
0 244
0 131
728
0 242
0 131
730
0241
0 131
732
0 241
01 2
734
0 24
0 132
736
0 238
0 132
736
0.23
0132
740
0.235
0132
742
0235
0133
744
0 234
0133
746
0 232
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748
0229
0133
750
0.227
0134
752
0 224
0134
754
0 222
0134
756
0 219
0134
758
0 217
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750
0 216
0135
762
0.216
0 135
764
0 215
01 5
766
0212
01-5
766
021
0 135
770
0.207
0135
772
0205
0 136
774
0202
0 136
776
0199
0136
778
0197
0136
780
0196
0136
782
0196
0136
784
01%
0136
786
0192
0136
788
0191
0 137
790
ale
0 137
792
019
0 137
794
D 188
0137
706
Dies
0137
798
0183
0137
800
0181
0 137
802
0178
0137
004
0175
0137
806
0172
0137
BOB
017
0 137
810
0169
0137
812
0169
0 137
814
0 168
0 137
816
0165
0 137
818
0164
D 138
820
0165
0130
822
0167
0138
824
0167
0138
826
0165
0138
828
0163
0138
830
0163
0138
832
0163
0138
834
0163
0138
836
0163
0 1.8
838
0162
0138
840
016
0 138
842
0158
0138
644
0157
0138
846
0156
0138
846
0156
0138
850
0156
0138
852
0166
0138
854
Oise
0138
856
0156
0138
858
0156
0138
880
0154
0138
862
0 151
0 138
064
0 15
D 138
866
016
0 t38
868
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870
0149
0138
872
0149
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874
0 148
D 138
876
0145
0138
876
0144
0138
890
0146
0138
882
0 14B
0138
884
0148
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886
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01-8
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B90
0143
0138
892
0143
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894
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896
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898
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900
0136
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902
0136
0 38
904
0136
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905
0 136
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908
0136
013a
91D
0136
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912
0136
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920
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924
D 134
0 138
926
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928
013
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930
0129
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0138
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D 138
940
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0127
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0127
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0138
950
0122
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954
D 121
0138
956
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958
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960
Oils
0 138
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012
0 138
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012
0 138
968
0117
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968
0116
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970
0 115
0 138
972
oils
0 138
974
0 115
0 138
976
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978
0114
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980
0 t12
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0108
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988
0107
0 138
990
0107
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0107
0137
994
0106
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996
0103
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998
0102
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1000
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0 101
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01
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0 t
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01
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01
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01
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01
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01
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01
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01
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0 098
0 136

1032
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0 095
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0 136
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0 099
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01
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01
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0 096
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0 095
0 135
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0 135
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0 135
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0 135
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0 D96
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0 D97
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0 098
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0 094
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11 t0
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i 116
0 094
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0 D94
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0 092
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cog
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1194
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1196
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0 087
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0 067
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0 079
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0 028
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0 128
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0 127
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0
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0
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002
3180
0
002
3182
0
002
3184
0
002
3186
0
002
3186
0
002
3190
0
002
3192
0
002
3194
0
0 02
3196
0
002
3198
0
002
3200
0
002
3202
0
002
3204
0
002
3206
0
002
3208
0
002
3210
0
002
3212
0
002
3214
0
002
3216
a
002
3218
0
002
3220
0
002
3222
0
002
3224
0
002
32 6
0
002
3228
0
002
323D
0
002
3232
0
002
3234
0
0 02
3235
0
002
3238
0
002
3240
0
002
x242
0
002
3244
0
002
3246
a
002
3248
0
0 019
3250
0
0 019
3252
0
0 019
3254
0
0 019
3256
0
0 018
3258
0
Dole
3280
0
0 019
3262
0
0 019
3261
0
0019
3265
0
0 019
3269
0
0 019
3270
0
0 019
3272
0
0 019
3274
0
0 019
3276
0
0 019
3278
0
0 019
3280
0
0 019
3282
0
0 019
3284
0
0 019
3286
0
0 019
3268
0
0 019
3290
0
0 019
3292
0
Dols
3294
0
Gals
3296
a
Oats
3298
0
0 019

3300
0
0 019
3302
0
0 019
3304
0
0 019
3306
0
0 019
3308
0
0 019
3310
0
0 019
3312
0
0 Oi9
3314
0
0 010
3316
0
0 019
3318
0
0 019
3320
0
0 019
3322
0
0 019
3324
0
0 019
3326
0
0 019
3326
0
0 018
3330
0
0 016
3332
0
0 018
3334
0
0 018
3336
0
0 018
3338
0
0 018
3340
0
0018
3342
0
0018
3344
0
0 018
3346
0
0 018
3348
0
0 018
3350
0
0 018
3352
0
0 018
3354
0
0 018
3356
0
0 018
3358
0
0 018
3360
0
0 018
3362
0
0 018
3364
0
0 018
3366
0
0 018
3360
0
0 018
3370
0
0 016
3372
0
0 018
3374
0
0 018
3376
0
0 018
337B
0
OOls
3380
0
0 018
3382
0
0 018
33B4
0
Dols
3386
0
0 Ol8
3388
0
0 Ol8
3390
0
Dols
3392
0
0 Ole
3394
0
0 Oi8
3396
0
cola
3398
0
0 010
3400
0
Dols
3402
0
0 010
3404
0
0 018
3405
0
0 018
3408
0
0 018
3410
0
0017
3412
0
0 017
3414
0
0017
3416
0
0017
3418
0
0 017
3420
0
0 017
3422
0
0 O
3424
0
0 017
3426
0
0 017
3428
0
0 017
3430
0
0.017
3432
0
0 017
3434
0
0 017
3436
0
0 017
3438
0
0 017
3440
0
0 017
3442
0
0 017
3444
0
0 017
3446
0
0 017
3448
0
0 017
3450
0
0 017
3452
0
0017
3454
0
0 017
3456
0
0 017
3458
0
0 017
3460
0
0017

3462
a
0 017
3364
a
0 017
3466
0
0 017
3466
D
0 017
3470
0
0 017
3472
0
0 017
3474
0
0 017
3476
0
0017
3478
0
0017
3480
0
0017
3462
0
0017
3484
0
0017
3486
0
0 D17
3488
0
0 D17
3490
0
0 017
3492
0
0 016
3494
0
0016
3496
0
0016
3498
0
0016
3500
0
Dols
3502
0
Dols
3504
0
0 016
3505
0
0 016
3508
0
0 016
3510
0
0 016
3512
0
0 016
3514
0
0 016
3516
0
0 016
3518
0
0016
3520
0
0 016
3522
0
0 016
3524
0
0 016
526
0
0 016
3528
0
Cole
3530
0
0 016
532
0
0 016
534
0
0 016
3536
0
0 016
3538
0
0 016
3540
0
0016
3542
0
0016
3544
0
0 016
3546
0
0 016
3548
0
0 018
3550
0
0 016
3552
0
0 016
3554
0
0 016
3556
0
0 016
3558
0
Dols
3560
0
0 016
3562
0
0 016
3594
0
0 016
3566
D
0 016
3568
D
0 016
570
0
0 016
3572
0
0 016
3574
0
0 015
3576
0
0 015
3578
0
0 015
3660
0
0 015
3582
0
0 015
3584
0
0 015
3586
0
0 D15
3586
0
D015
3590
0
0 015
3592
0
0 015
594
0
0 015
3596
0
0 015
598
0
0016
3600
0
0 015
Total= 86 501

stage storage xis
1 PRE TREATMENT
Elevation Area Delta Vol
(ft2) (ft3)
Volume
(ft3)
Volume
(ac ft)
2 SAND FILTER/DETENTION
_
Elevatiot Area Delta Vol _Volume
(ft2) (ft3) (ft3)
_
_
Volume
(ac ft)
Elevation
1 +2
Volume
(ac ft)
77330
0
0
0
773 00 -552
0
0
773
0
195 65
- —
-
- - --
-- �
2132 5
^ _
�
774
559
19565
0 004
_
774
3713
2132 5
_ _
0 049
_ _
774
_ _
0 053
7255 -
- - -
- -
- -�
40565
- --
-
- - -
775
_
892
921 15
0 021
775
4400
6189
0 142
_
775
0163
1089
�
-
—
4767 -
-_
776
1286
_
_
201015
__-
0046
776
5134
_-
10956 _
_-
0 252
776
0_29_8
63_81 5-
0 000
777
7629
173375
-
_
0 398
777
0 398
8174 5 '
-�
0 000
_
778
8720
25512
_-
0 586
778-
0 586
0 000
779
9876
_9298 _
34810
0 799
779
0 799
31212012

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PAGE I
HEC 1
INPUT
LICE
D
1 2 3 4
5
6
7 8 9 10
I
ID
CAROLINA GOLF
ID
POST 2 YR ATTENUATION 6 HR STORM
THROUGH
PRE TREAT SAND FILTER $ MAIN POND
3
ID
GEOSCIENCE GROUP INC
4
IT
1 0 0 1800
5
IO
5 0 0
6
KK
RAIN
7
KM
2 YEAR
e
PH
0 0 0 42 0 83
1 45
1 76
1 95 2 28
9
KM
10 YEAR
0
KM
0 0 0 59 1 26 2 36 9 3 21 3 72
1
KM
25 YEAR
2
KM
0 0 0 68 1 47 2 76 3 4 3 75 4 38
13
KM
50 YZAR
14
KM
0 0 0 75 1 6 3 05 3 78 4 2 4 92
1
KO
21
16
KK
POST
17
BA
0 006
18
LS
78
19
UD
0 05
20
KO
21
1
KK
MAIN
22
KM
ROUTE THROUGk MAIN POND COMB NED
SAND WILTER f
DETENTION
RS
1 ELEV 773
24
SV
0 0 053 0 163 0 298
0 398
0 586
0 799
2
SE
773 774 775 776
777
778
779
26
SQ
0 0 031 0 137 3 199
8 731
19 6
21 86
27
SE
773 774 775 776
777
778
779
28
KO
21
9
KM
TOP DAM 779
30
ST
779 10 3 1 5
31
KO
21
22
PAGE I

F200D IYDROGRAPH PACKAGE (HEC 1)
JN 1948
VER„ION 4 1
Wa DI-E 0 UR12 T ME 08 32 8
U S ARMY CORPS OF EIGIN6i
HYDROLOGIC ENGINEERING 'El
609 SECOND STRFEI
DAV S CALIFORNIA 9561(
19 6) 756 1104
CAROLINA GOLF
POST 2 YR ATTENUAT Oh 6 HR STORM THROUGH PRE TREAT SAND FILTER $ MAIN POND
GEOSCIENCE GROUP INC
5 I) OOTPU- CONTROL VARIABLES
IPRNT 5 PRINT CON -ROL
IPLOT 0 PLOT CONTROL
QSCAL 0 FYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 1 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 1800 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0559 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 02 HOURS
TOTAL TIME BASE 29 98 HOUPS
Et GL SH UNITS
DRAIVAGE APEA
PRECIPITATION DEPTH
LENGTH ELEVATION
FLOW
S °ORAGE VOLUME
SURFACE AREA
TEMPERATURE
SQUARE MILES
INCHES
FEET
CUBIC FEET PER SECOND
ACRE FEET
ACRES
DEGREES FAHRENHEIT
6 Ky RAIN
15 KO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
IPNCFI 0 PUNCH COMPUTED %IYDROGRAPH
IOUT 21 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 1800 LAST ORDINATE PUNCHED OR SAVED
TIM NT 017 TIME INTERVAL IN HOURS
VFLLE E \CEEDS TABLE IN LOGLOG 01667 01667 6 00000
K POST
20 KO OUTPUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TIMINT
017
TIME INTERVAL IN HOURS

E%CEEDS r B= It LOGLOG 0 667
1 FK
B ()
1 KK
31 KO
NAIN
CU—PLT CONTROL VARIABLES
1PRN2 5
IPLOT 0
QSCAL 0
IPNCH 0
OUT 21
ISAVI 1
ISAV2 1800
TIMINT 017
MAIN
OUTPUT CONTROL VARIABLES
IRRNT
5
IPLO"
0
QSCAL
a
IPt7CH
0
TOUT
21
ISAV1
1
ISAV2
1800
TIMINT
C17
01667 6 00000
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLO- SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCTiED OR SAVED
TIME INTERVAL N HOURS
PR NT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS

MAXIMUM TIME Of
STAGF MAX S""k
75 02 S 9
RUNOFF SUMMARY
FLOW
IN CUBIC FEET PER SECOND
TIME IN
HOURS AREA IN SQUARE MILES
PEAK
TIME OF
AVERAGE FLOW FOR MAXIMUM PERIOD
BASIN
)PERA -1011
STATION
FLOA
PEAK
6 HOUR -4 HOUR 72
HOL R
AREA
PYDROGRAPH A-
RAIN
0
00
0 0
0
00
hYDROGRAPH AT
POST
6
3 08
0 0
0
01
ROVILD TO
MAIN
0
5 88
0 0
0
01
MAXIMUM TIME Of
STAGF MAX S""k
75 02 S 9

SUMMARY OF DAM OLERTOPPING(BREACH ANALYSIS FOR STATION MAIN
(PEAKS SHOWN ARE FOR INTERNAL TIME STEP USED DURING BREACH FORMATION)
PLnN 1
INITIAL VALUE
SPILLWAY CREST TOP
OF DAM
ELEVATION
77.s 00
779 00
779 00
STORAGE
0
1
1
OUTFLOW
0
22
22
RATIO
MAXIMUM
MAXIMUM MAXIMUM
MAXIMUM DURATION
TIME OF
TIME OF
OF
RESERVOIR
DEPTH STORAGE
OUTFLOW 04ER TOP
MAX OUTFLOW
VAILURE
PMF
W S ELEV
OVER DAM AC FT
CPS HOURS
HOURS
HOURS
1 00
775 02
00 0
0 00
5 92
00
NORMA., END OF HEC 1

ograpl Peak Flow Rate ( ; Peak FlowuDatelTime Total Volume❑
�RHIN
00 Dec 01 1900 00 01 00
i POST 5 718 Dec 01 1900 03 06 9 047
MAIN 0209 Dec 01 1900 05 56 7 166

HEC 1 INPUT
, INE ID 1 2 3 4 5 6 7 8 9 10
1
ID
CAROLINA GOLF
2
ID
POST 10 YR ATTENUATION 6
HR STORM THROUGH
PRE TREAT SAND FILTER $ MAIN POND
3
ID
GEOSCIENCE GROUP
INC
4
IT
1 0 0
1800
5
IO
5 0 0
6
KK
RAIN
7
KM
2 YEAR
8
KM
0 0 0 42 0 83 1 45 1 76
1 95 2 28
9
KM
10 YEAR
10
PH
Q 0 0 59
1 26
2 36
2 9
3 21 3 72
11
KM
25 YEAR
12
KM
0 0 0 68 1 47 2 76 3 4 3
75 4 38
13
KM
50 YEAR
14
KM
0 0 0 75 1 62 3 OS 3 78
2 4 92
15
KO
21
16
KK
POST
17
HA
0 006
I6
LS
78
19
UD
0 05
20
KO
21
21
KK
MAIN
2
KM
ROUTE THROUGH MAIN POND
COMBINED
SAND FILTER &
DETENTION
23
RS
1 ELEV 773
24
SV
0 0 053 0 163
0 298
0 398
0 586
0 799
25
SE
773 774 775
776
777
778
779
6
SQ
0 0 031 0 137
3 199
8 731
19 6
21 86
27
SE
773 774 775
776
777
778
779
6
KO
21
29
KM
TOP DAM =779
30
ST
779 10 3
1 5
31
KO
1
22
PAGE 1

FLOOD HYDROGRAPH PACKAGE tHEC 1)
JUN 1998
VERSION 4 1
RU% D-TE 05MARl TIME 08 34 33
5 IO
IT
U S ARMY CORPS OF ENGINEI
HYDROLOGIC ENGINEER tit` CEt
609 SECOND STREET
DAVIS CALIFORNIA 95619
[phone]
CAROLINA GOLF
POST 10 YR ATTENUATION 6 HR STORM THROUGH PRE TREAT SAND FILTER $ MAIN POND
GEOSCIENCE GROUP INC
OUTPUT CONTROL VARIABLES
PRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
HYDROGRAPH4 TIME DATA
NMIN 1 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 1800 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 0 ENDING DATE
NDTIME 0559 ENDING TIME
ICENT 19 CENTURY MARY.
COMPUTATION INTERVAL 02 HOURS
TOTAL TIME SASE 29 98 HOURS
ENGLISH UNITS
DRAINAGE AREA
PPECIPITATION DEPTH
LENGTH ELEVATION
FLO%
STORAGE VOLUME
SURFACE AREA
TEMPERATURE
SQUARE MILES
INCHES
FEET
CUBIC FEET PER SECO#,M
ACRE FEET
ACRES
DEGREES FAHRENHE T
6 KK
RAIN
15 KO OU'T'PUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAVI
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TZMINT
017
TIME INTERVAL IN HOURS
JALUE EXCEEDS TABLE IN LOGLOG
01667 01667 6 00000
F POST'
20 KO OUTPUT CONTROL
VAR ABLES
-PRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
TOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAVI
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TIMINT
017
TIME INTERVAL IN HOURS

L 2bCEEDS TABLE IN LOGLOG 01667
1 AK
8 KO
1 KK
1 KO
MAIN
OUTPUT CONTROL VARIABLES
IPRNT
5
IPLOT
0
QSCAL
0
IPNCH
0
TOUT
21
ISAV1
1
ISAV2
1800
TIMINT
017
MAIN
OUTPUT CONTROL VARIABLES
IPRNT
5
IPLOT
0
QSCAL
0
IPNCH
0
TOUT
21
ISAV1
1
ISAV2
1800
TIMINT
017
01667 6 00000
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIPST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS

MAXIMUM IIME 01
STAGE MxX STA(
775 88 3 4f
RUNOFF SUMMARY
FLOW
IN CUBIC FEET PER SECOND
TIME IN
HOURS AREA IN SQUARE MILES
PEAK
TIME OF
AVERAGE FLOW FOR MAXIMUM PERIOD
BASIN
OPERATION
STATION
FLOW
PEAK
6 HOUR 24 HOUR 72
HOUR
AREA
1DROGPAPH AT
RAIN
0
00
0 0
0
00
TiiCDROGRAPH AT
POST
14
3 08
1 0
0
01
ROUTED TO
MAIN
3
3 48
1 0
0
01
MAXIMUM IIME 01
STAGE MxX STA(
775 88 3 4f

NORMAL END OF HEC 1
SUMMARY
OF DAM OVERTOPPING /BREACH ANALYSIS
FOR STATION
MAIN
(PEARS SHOWN
ARE FOR INTERNAL TIME
STEP USED DURING BREACH
FORMATION)
PLAN 1
INITIAL VALUE
SPILLWAY CREST TOP OF
DAM
ELEVATION
773 00
779 00
779
00
STORAGE
0
1
1
OUTFLOW
0
22
22
RATIO
MAXIMUM
MAXIMUM MAXIMUM
MAXIMUM
DURATION
TIME OF
TIME OF
OF
RESERVOIR
DEPTH STORAGE
OUTFLOW
OVER TOP MAX OUTFLOW
FAILURE
PMF
W S ELE4
OVER DAM AC FT
CFS
HOURS
HOURS
HOURS
1 00
77S 88
00 0
3
00
3 48
00
NORMAL END OF HEC 1

r oaraph1 Peak Flow RateN I Peak FlowflDate/Time I Total Volume❑
RAIN 00 Dec 01 1900 00 01 00
I POST 13 621 Dec 01 1900 03 06 23 229
MAIN 12 845 Dec 01 1900 03 30 21 483

HEC 1 INPUT
LINE ID 1 2 3 4 5 6 7 8 9 10
1
ID
CAROLINA GOLF
2
ID
POST 25 YR ATTENUATION
6
HR STORM THROUGH
PRE TREAT SAND FILTER $ MAIN POND
3
ID
GEOSCIENCE GROUP
INC
4
IT
1 0
0
1800
5
IO
5 0
0
6
KK
RAIN
7
KM
2 YEAR
8
KM
0 0 0 42 0 83 1 45
1 76
1 95 2 28
9
KM
10 YEAR
10
KM
0 0 0 59 1 26 2 36
2 9 3
21 3 72
11
KM
25 YEAR
1'5
PH
0 0 0
68
1 47
2 76
3 4
3 75 4 38
13
KM
50 YEAR
14
KM
0 0 0 75 1 62 3 05
3 78
4 2 4 92
15
KO
21
16
KK
POST
17
SA
0 006
18
LS
78
19
UD
0 05
20
KO
21
21
KK
MAIN
KM
ROUME THROUGH MAIN
POND
COMSINED
SAND FILTER F.
DETENTION
3
RS
1 ELEV
773
4
SV
0 0 053 0
163
0 298
0 398
0 586
0 799
25
SE
773 774
775
776
777
778
779
26
SQ
0 0 031 0
137
3 199
8 731
19 6
21 86
27
SE
773 774
775
776
777
778
779
8
KO
21
29
KM
TOP DAM -779
30
ST
779 10
3
1 5
31
KO
21
3
22
PAGE

rLOOD HYDROGRAPH PACKAGE (HEC 1)
JUN 998
✓ERSION 4 1
RUN DATE 05MARI- TIME 08 39 14
h IO
IT
6 KK
U S ARMY CORPS OF ENGINEF
HYDROLOGIC ENGINEERING CEt
609 SECOND STREET
DAVIS CALIFORNIA 95611
[phone]
CAROLINA GOLF
POST 25 YR ATTENUATION 6 HR STORM THROUGH PRE TREAT SAND FILTER $ MAIN POND
GEOSCIENCE GROUP INC
OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
HYDROGRAPH TIME DATA
NMIN 1 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 1800 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0559 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 02 HOURS
TOTAL TIME BASE 29 99 HOURS
ENGLISH UNITS
DR„INAGE AREA
PRECIPITATION DEPTH
LENGTH ELEVATION
FLOW
STORAGE VOLUME
SURFACE AREA
TEMPERATURE
RAIN
SQUARE MILES
INCHES
FEET
CUBIC FEET PER SECOND
ACRE FEET
ACRES
DEGREES FAHRENHEIT
15 KO OUTPUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TIMINT
017
TIME INTERVAL IN HOURS
VALUE EXCEEDS TABLE IN LOGLOG
fK POST
01667 01667 6 00000
w
20 KO OUTPUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
TOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TIMINT
017
TIME INTERVAL IN HOURS

EXCEEDS ASwE IN LOGLOG 01667
2- KK
28 KO
21 KK
3 KO
MAIN
OUTPUT CONTROL
VARIABLES
IPRNT
5
IPLOT
0
QSCAL
0
IPNCH
0
IOUT
21
ISAVI
1
ISAV2
1800
TIMINT
017
x
MAIN
OUTPUT CONTROL
1,APIABLES
IPRNT
5
IPLOT
0
QSCAL
0
IPNCH
0
IOUT
21
ISAV1
1
ISAV2
1800
TIMINT
017
01667 6 00000
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTEPVAL IN HOURS
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS

MAXIMUM TIME 01
STAGE MAY STAG
776 38 3 3
RUNOFF SUMMARY
FLOW
IN CUBIC FEET PER SECOND
TIME IN
HOURS AREA IN SQUARE MILES
PEAK
TIME OF
AVERAGE FLOW FOR MAXIMUM PERIOD
BASIN
OPERSTION
STATION
FLOW
PEAK
6 HOUR 24 HOUR 72
HOUR
AREA
HYDROGRAPH AT
RAIN
0
00
0 0
0
00
HVDROGRAPH AT
POST
is
3 08
1 0
0
01
POUTED TO
MAIN
5
3 32
1 0
0
Ol
MAXIMUM TIME 01
STAGE MAY STAG
776 38 3 3

SUMMARY OF DAM OVERTOPPING /BREACH ANALYSIS FOR STATION MAIN
{PEAKS SHOWN ARE FOR INTERNAL TIME STEP USED DURING BREACH FORMATION)
PLAN 1
INITIAL
VALUE
SPILLWAY CREST TOP
OF DAM
ELEVATION
773
00
779 00
779 00
STORAGE
0
1
1
OUTFLOW
0
22
22
RATIO
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM DURATION
TIME OF
TIME OF
OF
RESERVOIR
DEPTH
STORAGE
OUTFLOW OVER TOP
MAX OUTFLOW
FAILURE
PMF
W S ELEV
OVER DAM
AC FT
CFS HOURS
HOURS
HOURS
1 00
776 38
00
0
5 00
3 32
00
NORMAL END OF HEC 1

ographC I Peak Flow Rate{ I Peak Flow[Date/Time I Total Volume C
RAIN 00 Dec 01 1900 00 01 00
POST 17 652 Dec 01 1900 03 06 30 584
MAIN 5 276 Dec 01 1900 03 20 28 459

HEC 1 INPUT
LINE "D 1 2 3 4 5 6 7 8 9 10
1
ID
CAROLINA GOLF
2
ID
POST 50 YR ATTENUATION 6
HR STORM
THROUGH
PRE TREAT SAND FILTER $ MAIN POND
3
TD
GEOSCIENCE GROUP
INC
4
IT
1 0 0
1800
5
ID
5 0 0
6
KK
RAIN
7
KM
2 YEAR
9
KM
0 0 0 42 0 83 1 45 1 76
1 95 2 28
9
KM
10 YEAR
10
KM
0 0 0 59 1 26 2 36 2 9 3
21 3 72
11
KM
25 YEAR
12
KM
0 0 0 68 1 47 2 76 3 4 3
75 4 38
13
KM
50 YEAR
14
PH
0 0 0 75
1 62
3 05
3 78
4 2 4 92
15
KO
21
16
KK
POST
17
BA
0 006
18
LS
78
19
UD
0 05
20
KO
21
-)1
KK
MAIN
2
KM
ROUTE THROUGH MAIN POND
COMBINED
SAND FILTER &
DETENTION
13
RS
1 ELEV 773
24
SV
0 0 053 0 163
0 298
0 398
0 586
0 799
5
SE
773 774 775
776
777
778
779
26
SQ
0 0 031 0 137
3 199
8 731
19 6
21 86
27
SE
773 774 775
776
777
778
779
28
KO
21
29
KM
TOP DAM =779
30
ST
779 10 3
1 5
31
KO
21
32
2Z
PAGE 1

FLOOD HYDROGRAPH PACKAGE (HEC 1)
JUN 1998
VERSION 4 1
RUN DATE OSMARI2 TIME 08 40 45
U S ARMY CORPS OF ENGINEI
HYDROLOGIC ENGINEEPING CE2
609 SECOND STREET
DAVIS CALIFORNIA 9SGI(
[phone]
i
CAROLINA GOLF
POST 50 YR ATTENUATION 6 HR STORM THROUGH PRE TREAT SAND FILTER $ MAIN POND
GEOSCIENCE GROUP INC
5 O OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0 HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 1 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME OQOO STARTING TIME
NQ 1800 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0559 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 02 HOURS
TOTAL TIME BASE 29 98 HOURS
ENGLISH UNITS
DRAINAGE AREA
PRECIPITATION DEPTH
LENGTH ELEVATION
FLOW
STORAGE VOLUME
SURFACE AREA
TEMPERATURE
SQUARE MILES
INCHES
FEET
CUBIC FEET PER SECOND
ACRE FEET
ACRES
DEGREES FAHRENHEIT
6 KK RAIN
VARIABLES
15 KO OUTPUT CONTROL
VARIABLES
PRINT CONTROL
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAV1
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TIMINT
017
TIME INTERVAL IN HOURS
VALUE EXCEEDS TABLE IN _AGLOG
K POST
01667 01667 6 00000
t
20 KO OUTPUT CONTROL
VARIABLES
IPRNT
5
PRINT CONTROL
IPLOT
0
PLOT CONTROL
QSCAL
0
HYDROGRAPH PLOT SCALE
IPNCH
0
PUNCH COMPUTED HYDROGRAPH
IOUT
21
SAVE HYDROGRAPH ON THIS UNIT
ISAVI
1
FIRST ORDINATE PUNCHED OR SAVED
ISAV2
1800
LAST ORDINATE PUNCHED OR SAVED
TIM NT
017
TIME INTERVAL IN HOURS

EXCEEDS TABLE IN LOGLOG 01667
21 xx
28 KO
21 KK
31 KO
MAIN
OUTPUT CONTROL
VARIABLES
IPRNT
5
IPLOT
0
QSCAL
0
IPNCH
0
IOUT
21
ISAV1
1
ISAV2
1800
TIMINT
017
MAIN
OUTPUT CONTROL VARIABLES
IPRNT 5
IPLOT 0
QSCAL 0
IPNCH 0
TOUT 21
ISAV1 1
ISAV2 1800
TIMINT 017
01667 6 00000
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS

MAX MUM TIME OI
STAGE MAX STAG
776 77 3 2f
RUNOFF SUMMARY
FLOW
IN CUBIC FEET PER SECOND
TIME IN
HOURS AREA IN SQUARE MILES
PEAK
TIME OF
AVERAGE FLOW FOR MAXIMUM PERIOD
BASIN
OPERATION
STATION
FLOW
PEAK
6 HOUR 24 HOUR 72
HOUR
AREA
HYDROGRAPH AT
RAIN
0
00
0 0
0
00
HYDROGRAPH AT
POST
21
3 08
2 0
0
01
ROUTED TO
MAIN
7
3 28
1 0
0
01
MAX MUM TIME OI
STAGE MAX STAG
776 77 3 2f

NORMAL END 0" HEC 1
SUMMARY
OF DAM OVERTOPPING /BREACH ANALYSIS
FOR STATION MAIN
(PEAKS SHOWN
ARE FOR INTERNAL TIME
STEP USED DURING BREACH FORMATION)
PLAN 1
INITIAL VALUE
SPILLWAY CREST TOP OF DAM
ELEVATION
773 00
779 00
779 00
STORAGE
0
1
1
OUTFLOW
0
22
22
RATIO
MAXIMUM
MAXIMUM MAXIMUM
MAXIMUM
DURATION TIME OF
TIME OF
OF
RESERVOIR
DEPTH STORAGE
OUTFLOW
OVER TOP MAX OUTFLOW
FAILURE
PMF
W S ELEV
OVER DAM AC FT
CFS
HOURS HOURS
HOURS
1 00
776 77
00 0
7
00 3 28
00
NORMAL END 0" HEC 1

ograph - I Peak Flow RateD( f Peak FlowE]Date/Time ( Total Volume. I
RAIN 00 Dec 01 1900 00 01 00
POST 20 843 Dec 01 1900 03 06 36 853
MAIN 745 Dec 01 1900 03 18 34 791

67
�
� Y-
_

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(DRAFT) North Carolina Museum of Natural Sciences Raleigh NC 105 pp 10 color
plates
Buchanan M F and J T Finnegan 2010 Natural Heritage Program List of Rare Plant
Species of North Carolina North Carolina Natural Heritage Program Office of Natural
Resource Planning and Conservation N C Department of Environment and Natural
Resources Raleigh 125 pp
Burt W H and R P Grossenheider A Field Guide to the Mammals — North America
North of Mexico 3`d ed 1980 Houghton Mifflin New York New York 289pp
Franklin M A and J T Finnegan 2006 Natural Heritage Program List of the Rare Plant
Species of North Carolina North Carolina Natural Heritage Program Office of
Conservation and Community Affairs N C Department of Environment and Natural
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Fuller Samuel L H 1977 Freshwater and terrestrial mollusks In Endangered and Threatened
Plants and Animals of North Carolina eds J E Cooper S S Robinson and J B
Funderburg 143 194 Raleigh NC N C State Museum of Natural History
Hilton Pond Center Research Schwemitz s Sunflower Recovery Hilton Pond Center for
Piedmont Natural History Online
http //www hiltonpond org/ResearchSunflowerMain html Accessed 8 June 2007
Le Grand H E Jr S E McRae S P Hall and J T Finnegan 2010 Natural Heritage
Program List of the Rare Animal Species of North Carolina North Carolina Natural
Heritage Program, Office of Conservation and Community Affairs N C Department of
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NatureServe 2008 NatureServe Explorer An online encyclopedia of life [web application]
Version 6 2 NatureServe Arlington Virginia Online
http //www natureserve org /explorer Accessed February 2009
[NHP] North Carolina Natural Heritage Program 2012 Internet based search
http //nhpweb enr state nc us /public /virtual— workroom phtml Accessed 8 February
2012
[NCWRC] North Carolina Wildlife Resources Comrmssion 2007 Online
http //www ncwildlife org/ pg07 _wlldllfespeciescon/pg7blal_20 htm Accessed 14
February 2007
Ortmann A E 1918 The nayades (freshwater mussels) of the Upper Tennessee drainage
With notes on synonymy and distribution Proceedings of the American Philosophical
Society 57 521 626
Patrick T S Allison J R and Krakow G A 2008 Online Protected Plants of Georgia An
Information Manual on Plants Designated by the State of Georgia as Endangered

Threatened Rare or Unusual Georgia Natural Heritage Program
http //georgiawildlife dnr state ga us /assets /documents /rhusnu pdf Accessed May 2008
Radford A E H E Ahles and G R Bell 1968 Manual of the Vascular Flora of the
Carolinas The University of North Carolina Press Chapel Hill 1183 pp
[USAGE] US Army Corps of Engineers 2012 Threatened & Endangered Species of the
Upper Savannah River Basin — Protected Species Survey Manual Online
http //www sas usace army nul /endspec/T &E %20Manual %20201lrev pdf Accessed 8
February 2012
[USFWS] US Fish & Wildlife Service 2008 Internet based search Michaux s Sumac in
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2008
Schwemnitz s Sunflower U S Fish and Wildlife Service Division of Endangered
Species Online http //www fws gov /endanCered/i /q /sag60 html Accessed 8 June 2007
Webster W D J F Parnell and W C Biggs Jr Mammals of the Carolinas Virginia and
Maryland 1985 The University of North Carolina Press Chapel Hill North Carolina
255 pp
Willis Megan S 2008 Status and Soil Requirements of Rhus michauxac in North Carolina A
thesis submitted to the Graduate Faculty of North Carolina State University in partial
fulfillment of the requirements for the Degree of Master of Science