20071372 Ver 1_401 Application_20070807

CES~
...exceeding our clients' expectations
August 8, 2007
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Room 208
Asheville, North Carolina 28801-5006
Attention: Mr. Steve Lund
Reference: Fisher Lake Subdivision
2785 Brantley Road
Kannapolis, North Carolina
CESI Project No. 060812.045
Mr. Lund,
07- 1 37 2
~.~'~ ~;`
~ ~ , ~ ~~: s,,~ ~ ..
E~ 4 ur
Please review the enclosed application for the above referenced project. The site was designed
based on the determinations made in the field by you on February 6, 2007 and by Mr. Alan
Johnson of the NCDWQ on March 6, 2007. Please do not hesitate to call if you have any
questions.
Respectfully submitted,
CESI
CIS ~
Christina Raymer
Environmental Scientist
Cc: Mr. Alan Johnson -NCDWQ
Mr. Jerry McSorley
NCSS NSPS • ACSM NSPE • PENC
P.O. Box 268 Concord, NC 28026-0268 704-786-5404 Fax [phone] • I -800-627- 1024
www.cesiworld.com

MapQuest: Maps
~~

2785 Brantley Rd
Kannapolis NC
28083-6407 US
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was compiled must be consulted for verification of information contained in the data. All information contained herein was created for
the County's internal use. Cabarrus County, its agents, and employees shall not be held liable for any errors in the data. This includes
errors of omission, commission, errors concerning the content of the data, and relative and positional accuracy of the data. This data
cannot be construed to be a legal document. Any resale of this data is strictly prohibited in accordance with Nort ,CaCOkrra"G~D'~ral
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AGENT AUTHOP~ZATION FORM
August 9, 2007
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Room 208
Asheville, North Carolina 28801-5006
Attention' Mr. Steve Lund
Reference= Fisher Lake Subdivision
2785 Brantley Road
Kannapolis, North Carolina
CESI Project No. 060812.045
CESI has been authorized by Mr. Jerry IvtcSortey of DPE Investments, LLC to act as an
agent for DPE Investments, LLC on this project and submit any necessary applications to
the USACE and DWQ.
If there are any questions, please do not hesitate to call.
Respectfully submitted,
vestm G
// f
w+ ~ -
~ Jerry McSorley

'~
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: ~~ ~Co f ~~ Project:
I t;j~pU~~ ~ ~C~' Latitude:
Evaluator. C1. ~~~~,~ Site: ~~~~~ ~,~~ ~~l<~S Longitude:
Total Points:
Stream is at least Intermittent ~' County Other
if 2 19 or rennial if Z 30 t~ ~K,~C.~S e.g. Quad Name:
.-....acvmvr now Subtotal = ~c,~. ~
1°. Continuous bed and bank Absent Weak Moderate
Stt'c
2..Sinuosity 0
0 1 2 3

3. In-channel structure: riffle-pool sequence
p ~ 2 3
,
4. Soil texture or stream substrate sorting p 1 3
5. Active/relic floodplain
0 1 3

6. Depositional bars or benches
p 1 2 3

7. Braided channel

p 1
-
2

8. Recent alluvial deposits
0 2 3

9 ° Natural Levees

0 1
3

10. Headcuts
p 1
~ 2 3
11. Grade controls
0 2 3

12. Natural valley and drainageway
p p'S 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other docum
t
d 0'S 1 1
en
e
evidence. No = 0
Yes = 3
°Man-made ditches are not rated; see discussions in manual
B. H drolo Subtotal =
~, ~
__
14. Groundwater flow/discharge 0

15. Water in channel and > 48 hrs since rain, or 1
2
Water in channel - d or rowin season 0 1 2
16. Leaflitter 1 5 1
17. Sediment on plants
p p•5 0

18.Organic debris lines or piles (Wrack lines)
p 0' 1 1.5
19. Hydric soils (redoximorphic features ~
)present 0. 1 1.5
. No = 0
Yes = 1.5
C. Biolo Subtotal = ~
20 . Fibrous roots in channel

21 . Rooted plants in channel

3 2
1 0

22. Crayfish
0 2 1 p

23. Bivalves

0 0.5
1 1.5
24. Fish 1 2 3
25. Amphibians 0'S 1 1.5
26. MaCrobenthos (note diversity and abundance) p 0.5 1 1 5
27. Filamentous al ae;
9 periphyton
0 1 1.5

28. Iron oxidizing bacterialfungus.
p 1
1.5
29 . Wetland plants in streambed
Items 20 and 21 focus on the presence of u
land
l
t _ _ 0.5
Oa 1 1.5
that =
l
p
p
an
s, Item 29 focuses on the presence
quatic or e
and p ~~
Notes: (use back side of this form for additional notes.) Sketch:

I
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date:
iQ ~ ~(P Project:
~~~„ 2 s bC~s
Latitude:
Evaluator. C~r~ ~ iM ~ Site: ~ 3~~ ~~ ~~ ,
`~`' ~ ~ 9
Lon itude:
Total Points:
Str+sam is at least intermittent
if 219 or rennial i(a 30 ~~ ~ ~ County /~~.~,~
L,.+ ~L~'Tl7-t~-l,t $ Other S -..2
e.g. Quad Name:
~ . ,,
WN i_,~z-;i
A. Geomor holo Subtotal =_
1'. Continuous bed and bank Absent Weak
Moderate Strong

2. Sinuosity 0 1
0 2
3
3. In-channel structure: riffle-
pool sequence 1
0 2 3

4. Soil texture or stream substrate sorting 1
0 2 3

5. ActiveJrelic floodplain 1
0
3
6. Depositional bars or benches 1
0 2 3

7. Braided channel 1
0 3

8. Recent alluvial deposits 1

0
2 3

9' Natural Levees 1
0 2 3

10. Headtx~ts 1

0
2 3

11. Grade controls 1
0 2 3
12. Natural valley and drainageway 0'S
0 1 1.5
13. Second or greater order channel on existing 0.5 1
USGS or NRCS map or other documented No = 0
~
evidence. es =
Man-made ditches are not rated; see discussions in manual
B. H drolo Subtotal = __~_~
14. Groundwater flow/discharge 0
15. Water in channel and > 48 hrs since rain, or 1 2 3
Water in channel - d or rowin season 0 1 2 3
16. Leaflitter 1
5
i7. Sediment on plants .
1 0.5 0

18.Organic debris lines or piles (Wrack lines) 0 0.5
p 1.5
19. Hydric soils (redoximorphic features) present? 0 5 1 1.5
No = 0 Yes = 1.5 7

C. Biolo Subtotal = ~.~ ~~ L~ f `' ~ 6ti~Z~' .
20 . Fibrous roots in channel 3

21 . Rooted plants in channel 2
1 0
22. Crayfish 3 2 1 0
23. Bivalves
0
1 1.5
24. Fish 1
0 2 3
25. Amphibians
0.5
1 1.5
26. Macrobenthos (note diversity aril abundance) 0 0.5 1 1 5
27. Filamentous al ae;
g periphyton 0'
0 1 1.5

28. Iron oxidizing bacteriaffungus.
0 1
1.5
29 . Wetland plants in streambed
Items 20 and 29 focus on the presence of
l
d _ _ 0'S 1 1
ther = 0
0a
up
an
plants, item 29 focuses on fh presence quatic or wetland p ~~
Notes: (use back side of this form for additional notes.) Sketch:

i
.DATA FORM
ROUTJNE WETLAND DETERM1NATlON
{1987 COE Wetlands Determination Manual)
Project/ Site: ~1 Sr(G--`L ~ ,,a.,• E sus
Applicant /Owner.. C--~:~-ire 1~~~ W ' LAS Date: I~ o ~o~
Investigator: ~ ~t`l,'Y1C-t~ i=~a-ALMS l LC County: r
n~ i r
State•_ ntc°
Do normal circumstances exist on the site?
Is the site significantly disturbed A YeS-~ NO_ Community !D:
Is the area a potential problem area? plcal situation)? Yes No Transect ID•
Yes No~_ Plot ID• Lip/-1
(explain on reverse if needed)
VEGETATION
Dominant Plant S ecies Stratum Indicator
Dominant Plant Soecies Stra}um indicator
1._Sni1~Ax. ~(unih~~u/.} y1~1S~ ~_
3• L~7NIC~-rr,~ ~5f~-„y~cA ~l1nl~ ~-
4. ZIGZU i~tr,~n3i~-rz. S-r`Iru~ t1r=c.i~,- ~Trz:EE F~f ,_
5.~,f ~ MUS F~ '~
6. -~fls~C: ~i-
7.
8.
Percent of Dominant Species that are OBL, FACW, ar FAC excluding FAC-). ~S
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified asFAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
____ Recorded Data (Describe In Remarks):
Stream, Lake; or Tide Gauge
____ Aerial Photographs
Other
____ No Recorded Data Available
_, Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: ~ J` (in.)
Dep#h to Saturated Soil:
(in.)
Remarks:
Wetland Hydrology Indicators
Primary Indicators:
,_ Inundated
Saturated in Upper 12"
_ Water Marks
Drift Lines
~ Sediment Deposits
____ Drainage Patterns in Wetlands
Secon`daryIndicators:
...L,_ Oxidized Roots Channels in Upper 92"
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
'9.
1i).
11.
12.
13.
14.
15.
16.

SOILS
Map Unit Name
(Series and Phase): LNorJ j[~ ~( luf~r>vl Drainage Class: ~JL1.L-pi~N~
Taxonomy (Subgroup): ~lt_71 ~ ~ (~ ~L. ~IDA~~-J Confirm Ma
pped Type? Yes, No
?rofile Descri9tion•
Depth Matrix Colors
inches Horizon (Munsell Moisti Mottle Colors Mottle Texture, Concretions,
(Munsell.Moistl Abundance/Contrast Structure. etc.
- I '' _~ 1 o y i; of j~ ~ 5 ~ i2 S ` 1 ~'` U b'H `~sZewrl ~~-.ro-i s ic.-7
;, ~~
`3 ~_ l0 2 ~ ~
E~ 2 lo,`$ lo% STrz~,~c-- e3~C;~-Jni ~~~-f cr~7
~o y ~Q~.-~~1 S'i L~1 ~ ~C ~
~~ 5„
~ ~ I?~YyiEF-- R~r~.lf~ _,rtT-i

Hydric Soil Indicators:
_ Histosol -Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
vvc ~ t~i~u u~ ~ trcmllv~- i lulu
Hydrophytic Vegetation Present? Yes No Is the Sampling Point
Wetland Hydrology Present? Yes No Within a Wetland? Yes No_
Hydric Soils Present? Yes No
.~c ~~
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Del'meation Manual.

S
.DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Projec# / Site:_ ~SH ~~a ~izms wC~a~
Applicant /Owner. f IS S. t.~-C.r
investigator•_ C ~lr~ ~Z.
Do normal circumstances exist on the site?
Is the site significantly disturbed (Atypical situation)? Yes N ~_
!s the area a potential problem area?
(explain on reverse if needed) Yes No~_
VEGETATION
Dominant Plant Species Stratum indicator
r
u
n
ci~
vl A~~
e
~~
c
~
- n~~~x
.~~~ ~C,
~'~
``~
~, ~'
~n
~^
__~-
2.
p
~
~ ,
p
~'
4. ~,,~ ~
~
5. ` ~
6. -
~
~ -flC'
7.
8.
Date: ~~
County: ,~; ~ ~~., ~•
State: rv ~
Community !D:
Transect ID:
Plot 1D: L1J - ~
Dominant Plant Species Stratum Indicator
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). _ ~ `'
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-013L in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
____ Recorded Data (Describe In Remarks):
- Stream, Lake; or Tide Gauge
- Aerial Photographs
- Other
No Recorded Data Available
_' Field Observations:
Depth of Surtace Water: Q ~~in.)
Depth to Free Water in Pit: _[~ rn,)
Depth to Saturated Soit: ~ (in.)
Remarks:
Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12"
_ Water Marks
Drift Lines
_ Sediment Deposits
Drainage Patterns in Wetlands-
Secondary Indicators:
Oxidized Roots Channels in Upper i2"
Water-Stained Leaves
_.__ Local Soll Scrvey Data
_ FAC-Neutral Test
____ Other {Explain in Remarks)

SOILS
Map Unit Name
{Series and Phase):_ ~4tJ S,~i-NDy .~i'vl Drainage Class: ~t'.~- D2-/~t'!wC-y
Taxonomy (Subgroup):_ U1-71 C . i-(A -~~-~ Df12-~ S Confirm Mapped Type? Yes 7~- No_
Profile Description:
aePth Matrix Coiors
nches Horizon IM
u
nsell Moisti Mottle Colors Mottle Texture, Concretions,
(Munseil.Moisti Abundance/Contrast Structure, etc.
^
~
~~ ~ d S` 4 ~ S7~ (~
i
J
h
~
11 ~i
-~~ i a ~' ~ ?~i-
t
~
SILly Sf
~J` ~ I O
Mo
~
Jr\I
~
~`Z
o
L
~.
a.
E 1
~j~7y 't~D
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
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Hydric Soils Present? Yes ,~ No
Remarks: Location (describe) isrs not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual.

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B

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ 7 r ~ 3 7 2
(lf any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing p ~ I
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP-29 &NWP-39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Mana e. - ^ of
Environmental Concern see the to of a e 2 for further details ~ ~ `~~
II. Applicant Information ~~ ~ y ~GO(1l
~U C=+..
Owner/Applicant Information ~,~~~ r ynrP ~~~ ~~~r~.~.>>;~
Name: Mr. Jerry McSorley ;~~-~rtt~~~'~~ =,T.,~a~~~~~~t6~Ara~t~
Mailing Address: DPE Investments, Inc.
18033 John Conner Road
Cornelius. NC 28031
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:terry(a,redcla d~pments.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Chrissie Raymer
Company Affiliation: CESI
Mailing Address: P.O. Box 268
Concord, NC 28026-0268
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: christinaraymer(a~cesiworld.com
Updated 11/1/2005
Page 5 of 12

III.. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Fisher Lake
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 5633179481, 5633288317, & 5633398685
4. Location
County: Cabarrus Nearest Town: Kannapolis
Subdivision name (include phase/lot number): Fisher Lake
Directions to site (include road numbers/names, landmarks, etc.): I-85 to exit 63. Turn left
off of the exit ramp and the site will be on the left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 37.87083333 °N 83.71444444 °W
6. Property size (acres):
7. Name of nearest receiving body of water: Lake Fisher
8. River Basin: Yadkin-Pee Dee
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: There is an unoccupied commercial building located on
Parcel No. 5633398685 and a vacant residence on Parcel No. 5633179481. The maiority of
the remainder of the site is heavily wooded.
Updated 11/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Gradin>? for construction of residential and commercial buildings and storm drainage areas by
using dozers, trackhoes, pans, etc.
11. Explain the purpose of the proposed work: To create a residential subdivision as well as
some commercial development.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional permits are known at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Two stream impacts due to
culvert installation, one wetland impact due to construction of a water quality structure and
two wetland impacts as a result of adin>? for residential lots and along Brantley Road
Updated 11/1/2005
Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and fleedin,?_
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)

LW2-1 through Grading/Fill/Pond

LW2-11
Creation Linear No 100' 0.01
LW1B-14 through Grading Linear No 750' 0
007
LW 1B-18 .
LW 1 A-1 through
LW1A-13 Grading Linear No 750' 0.022
Total Wetland Impact (acres) 0.04
3. List the total acreage (estimated) of all existing wetlands on the property: 0.126
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea~e_ multiply length X width- then divide by 4~_Sfi(l
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
52-23 through S2-27 Unnamed
Tributary Culvert Perennial 16.6' 73' 0.03
S1-5 throu h S1-8
g Unnamed
Tributary Culvert Perennial
8.5'
74'
0.01
Total Stream Impact (by length and acreage) 147 0.04
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resulting from the protect:
Stream Impact (acres): 0.04
Wetland Impact (acres): 0.04
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.08
Total Stream Impact (linear feet): 147'
7. Isolated Waters
Do any isolated waters exist on the property? ®Yes ^ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
There is an isolated. wetland area around an existing pond on Parcel No. 5633288317. No
impacts are proposed for this area.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ®wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):__ Dam/embankment with excavation upland
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local/state stormwater requirement
Current land use in the vicinity of the pond: Forested
Size of watershed draining to pond: 8.2 Acres Expected pond surface area: 0.18 Acres
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The roadway for the
subdivision was designed to minimize the amount of stream impact. Linear wetland 2 is aoinu to
initially be impacted, but a BMP will be constructed in its place. A total of twelve lots and
of the state required right-of--way would have to be eliminated if linear wetland 1 were left intact.
That is not a viable option for the project.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Updated 11/1/2005
Page 9 of 12

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form.. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether aNEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact Required
Zone , ~,.~- F ~~~ Multiplier ,,,~,~,__~,__
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Updated 11/1/2005
Page 11 of 12

.}
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existing impervious area is approximately
0.88 acres and the total acreage on site is 69 4 The proposed impervious area is approximately
17.32 acres (25%). The calculations are attached to this permit. Stormwater BMPs will be used
to treat stormwater runoff for the entire site.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will discharge into the existing sewer collection system onsite and flow into a
publicly managed facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent' ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

USERS (TOTAL) I ,4REA (S.F.)
FISHER LAKE FARMS
TOTAL AREA 69.396 AC
69.396 x 43,560 S. F. 3,022,917 S.F.
EXISTING IMPERV. AREA (SEC 4.16.6.6) 38,202 S. F.
ADJUSTED AREA 2,984,715 S. F.
24% IMPERVIOUS AREA 716,331 S.F.
EXISTING EXEMPT AREA 38,202 S. F.
COMBINED AREA 754,533 S. F.
PROPOSED USERS
ROAD 8, 247 L.F. (22' & 28' PAVED) 224, 733 S. F.
SIDEWALK 5788 L.F. x 4' WIDE 23,152 S.F.

TOWNHOMES (60) 30'X50'/UNIT (1500 S. F.) 90,000 S.F.
DRIVEWAY (60) 10'X30/UNIT (300 S. F.) 18,000 S.F.

HOTEL 220X120 (PARKING BENEATH) 26,400 S.F.
HOTEL ACCESS & DRIVES 25,000 S.F.

2 RETAIL 75X50 (3,750 S.F.) 7,500 S. F.
2 RETAIL 150X50 (7,500 S. F.) ` 15,000 S.F.
3 RETAIL 100X50 (5,000 S. F.) 15,000 S.F.
PARKING ~ 1/300 S. F. = 125 SPACESx 43,750 S. F.
350 S_F./SPACE

GAS 60'X80' (4,800 S. F.) 4,800 S. F.
CANOPY 40'X120 (4,800) + 40'x25' 5,800 S_F.
(1, 000 S. F.) = 5, 800 S. F.
PARKING: 49 SPACESx350 TOTAL =
5 PUMPS fl 4 SPACE/PUMP = 20 SPACES 1;',150 S. F.
6 SPACES/1000 GFA = 4.8x6 = 29 SPACES

1 RESTAURANT/FLEX 60'x60' (3,600 S.F.) 3,600 S.F.
PARKING: 30 SPACESx350 S. F./SPACE 10,500 S. F.
(90 SEAT/RESTAURANT ©1SP/3 SEATS)
1 RESTAURANT/FLEX 60'x100' (6,000 S_F.) 6,000 S.F.
PARKING: 50 SPACESx350 S. F./SPACE 17,500 S. F.
(150 SEAT/RESTAURANT C~ 1SP/3 SEATS)

SINGLE FAMILY (33} 6000 S. F./LOT 198,000 S. F.

TOTAL PROPOSED IMPERVIOUS 751,885 S. F.

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SITE DATA (RESIDENTIAL TRACT)
TOTAL ACREAGE 52.437 T07AL LINEAR FEET OF STREET 5855
TOTAL LOTS 93 FISHER LAKE PKWY. 4406
ACREAGE IN PASSIVE OPEN SPACE 15.446 LAKE ESTATES CIR. 7169
' ACREAGE IN ACTIVE OPEN SPACE 0.000 LAKE ESTATES DR. 280
ACREAGE IN SWM
1
136 TOTAL NC. OF LOTS PRIOR TO
. SUBDIVISION 2
ACREAGE IN STREET R/W 7.461
~ ACREAGE ~N LOTS 28.394
USERS (RESIDENTIAL TRACT) AREA. (S. F.) i
PROPOSED USERS
ROAD 5,855 L.F. (22' & 28' PAVED)
SIDEWALK 3224 L.F. x 4' WIDE =
TOWNHOMES (60) 30'X50'/UNIT (1 S00 S.F.)
DRIVEWAY (50) 10'X30/UNIT (300 S. F.)
154,785
12,896
90,000
18,000
S. F.
S. F.
S. F.
S. F.

51NGLE FAMILY (33) 6000 S. F./LOT 198,000 S.F.
TOTAL PROPOSED IMPERVIOUS 473,681 S. F.

' ~ wETLANO CERTffICATYJN TO THE BEST OF MY KNOWLEDGE THE LOCa110N AND AREAS OF THE WETEANDS AND

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BS JURISDICTIONOF SECTION/Od OF iNE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED

~ ON THIS DATE UNLESS 1HERE 6 A CHANGE IN HE LAW OR OUR PUBLISHED RFGULATYJNS. 1H6
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SITE DATE.
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NOT TO CALE BOARD OF LIGHT AND WATER 0 SIP (SET ~5 REBAR)
~ COMMISSIONERS OF THE CITY OF CONCORD I ~ NPS (NO POINT SET)

£ra P.I.N. 5633-29-7803 BOUNDARY UNE (AS SURVEYED)

m --s DB, 172, PG. 196
Plp f S°,\ _ _ _ _
I - -BOUNDARY UNE (BY DEED OR PLAT)
- DB. 172, PG. 243
DB. 173, PG. 43
N - - RIGHT-OF-WAY UNE
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I
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,
CURVE TABLE
CURVE LENGTH RADIUS BEARING CHORD
Ct 178.77' 1999.86' S 59'57'12' E 178.71'
C2 216.08' 2914.79' S 84'41'44' W 216.03'
C3 38.42' 2914.79' S 8291'39` W 38.42'
C4 150.96' 1859.86' S 84'08'31' W 150.92'
CS 262.48' 911.47' S 52'28'05" E 261.57'
C6 298.42' 1867.61' S 57'46'13' E 298.10'
C7 51.14' 911.47' S 42'47'16' E 51.13'

LINE TABLE
LINE BEARING DISTANCE
L7 S 37'33'28" W 21.54'
L2 S 19'34'57' E 102.02'
L3 S 08'36'35' W 50.03'
L4 S 1092'20" W 193.58'
LS S 33'35'01' W 193.79' ,1~j~
L6 S 81'49'00' W 359.21' ,
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L8 N 21'35'25' E 123.75' ~,j0

L9
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~
L10 S 47'41'02' E 144.42' ~ / ~
L11 N 36'35'16' W 322.53' I
~ ~

L12
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330.09' _
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L73 N 5856'46" W 303.36'
L14 N 46'48'35' E 237.31' ? '~ ,
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THIS CERTIFIESTHA7~IS COPY OFTHIS PIAi~CURATELY DEPICTS THE BOUNDARY OF 1 ` ~~ ~ ~
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PUBLISHED REGULATIONS. THIS DETE INATION OFSEC11gJ 4041UR6DIC110N MAYO ~ ~ \ ~
RELIED UPON FORAPERIOD NOi EXCEED FIVE ISI YEARS FROM THIS DATE THC~ 1 \N \ ~ COMMISSIONERS OF THE CITY OF CONCORD
DEFERMINATION WASMADE U-~JGiHE 1987 CORPS OF ENGINEERSW~ND \ \ P.LN. 5633-29-7803 \ ~~~ X61
DELINEATION MANUAL.
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TOTAL PROPERTY
66.160 ACRES TOTAL
iOTALWETLAND =0.126 ACRE
ISOLATED WETLANDS = D.073ACRE
ISOLATED LINEA R YJETIANDS = 0.040 ACRE
LINEAR WETLANDS=0.013 ACRE
TOTAL JURISDICTIONAL PERENNIAL
STREAM AREA = 0.318 ACRE
TOTAL POND AREA = 0.395 ACRE
ISOLATED LINEAR WETLAND AREAS
AREA'LW1A'
AREA = 0.033 ACRE
AREA'LW1B'
AREA =0.007 ACRE
LINEAR WETLAND AREA
AREA'LW2'
AREA = 0.013 ACRE
POND
AREA = 0.395 ACRE
POINT NORTHING FASTING
P-1-1 638340.82 1532983.34
P-2 638286.02 1532993.25
P-2A 638240.42 1533006.14
P-3 638225.54 1533010.35
P-4 638170.35 1533035.47
P-5 638161.79 1533053.04
P-6 638173.02 1533082.64
P-7 638191.85 1533107.53
P-8 638206.45 1533112.56
P-9 638233.98 1533109.71
P-10 638267.00 1533111.69
P-10A 638288.25 1533113.59
P-11 638305.45 1533115.23
P-12 6383]6.25 1533109.89
P-13 638317.45 1533103.98
P-14 638333.78 153?058.38
P-15 638347.59 1532989.28
WETLAND CERTIFICATION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF
THE JURISDICTION Of SECTION 404 OF THE CLEAN WATER ACTAS DETERMINED BY THE
UNDERSIGNED ON THIS DATE, UNLESS THERE LSA CHANGE IN THE UW OR OUR
PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION 404 JllRISDICT10N MAY BF
RELIED UPON FOR A PERIOD NOT i0 EXCEED FIVE Isl vH+RS FROM THIS DATE. THE
DETERMINATION WAS MADE UT1l1ZING THE 1987 CORPS OF ENGINEERS WEfIAND
DELINEATION MANUAL.
REGULATORY OFFICIAL:
iIILE:
DATE:
USAGE ACTION ID:
ISOLATED WETLAND
AREA = 0.073 ACRE
POIM NORTHING FASTING
WAO 638240.42 1533006.14
WA I 638239.78 1533W3.87
WA2 638211.84 1533012.28
WA3 638185.48 1533022.20
WA4 638150.71 1533043.79
WAS 638133.73 1533085.15
WAb 638140.05 1533103.97
WA7 638173.84 1533119.42
WA8 638202.96 1533117.45
WA9 638225.18 153311649
WA10 638241.49 1533175.29
WA11 638255.26 1533111.95
WA12 638288.25 1533113.59
i0 THE BEST OF MY KNOWLEDGE. THE LOCATION AND AREAS OFTHE WETLANDS AND
JURISDICTIONALSTREAMS DEPICTED ON THIS DRAWING ARE ACCURATETOTHE0EGREE
OFSURVEY AND PLA1T]NG TECHNIQUES EMPLOYED.
STREAMS
POINT NORTHING FASTING WIDTH
JURISDICTIONAL PERENNAL
STREAM = 0.089 ACRE
Sl-OA 638412.26 1533371.26 9.0
S1-lA 638389.99 1533355.72 13.0
51-2 638419.57 1533372.13 11.0
Si-3 638413.66 1533362.36 9.0
Si-4 638456.11 1533361.69 8.0
51-5 638454.22 1533353.66 8.0
Sl-6 638489.85 1533340.69 6.5
Sl-bA 638549:16 1533335.19 8.0
Sl-7 638478.24 1533335.20 ILO
Sl-8 638546.16 1533327.82 8.0
51-9 638567.25 1533323.66 10.0
Sl-ID 638604.02 1533280.23 1.0
S1-II 638606.63 1533286.95 7.0
51-12 638644.82 1533282.36 9.0
51-13 638637.79 1533276.52 9.0
51-14 638662.45 1533236.70 12.5
S1-IS 636670.45 1533246.28 12.5
SI-16 638706.91 1533230.23 6.0
51-17 638702.93 1x33225.98 6.D
51-18 638770.86 1533153.62 5.5
51-18A 638804.38 1533114.06 7.5
SI-19 638771.54 1533160.94 5.5
SI-19A 638802.59 1533127.33 7.0
JURISDICTIONAL PERENNIAL
STREAM = 0.229 ACRE
S2-IA 639111.84 1533115.21 iD.S
S2 2A 639098.87 1533'73.88 105
52-3 639088.25 1533200.63 10.0
52-4 639060.00 1533216.62 24.0
52-5 639071.11 1533274.98 18.0
52-6 639050.48 1533297.54 20.5
52-7 639070A5 1533330.85 21.0
S2$ 639049.55 1533327.27 21.0
52-9 639040.54 1533354.57 16.0
S2-1D 639023.85 1533347.50 14.0
52-11 639010.79 1533370.06 13.5
52-12 638973.90 1533374.44 14.0
52-13 638952.39 1533402.78 13.5
52-14 638922.30 1533405.13 17.5
52-15 638881.46 1533440.29 20.5
52-16 638917.90 1533431.21 17.0
S2-I7 638888.18 1533463.53 20.0
S2-IB 638873.28 1533488.53 325
52-19 638841.45 1533482.51 325
52-20 638855.45 1533472.06 23.5
52-21 638861.56 1533498.92 12.5
52-22 638875.00 1533509.54 16.0
52-23 638851.88 1533576.30 14.0
52-24 638840.28 1533563.79 15.0
52-25 638828.21 ]533620.13 9.5
52-26 638836.33 1533625.52 5.0
52-27 638853.37 1533649.36 11.5
52-28 638841.14 15x3645.98 8.0
52-29 638868.31 1533680.87 21.0
52-30 638845.37 1533670.47 16.5
ISOLATED LINEAR WETLAND
POINT NORTHING
LWIA-1 637288.56
LW 1 A-2 631290.30
LWIA-3 637296.06
LWIA-4 637299.69
LW 1 A-5 637307.92
LWIA-6 637314.98
LWIA-7 637331.95
LWIA-8 637360.99
LWIA-8A 637373.81
LWIA-9 637376.84
LWiA-10 637316.83
LW l A-11 637393.32
LWIA-12 637393.54
LWIA-13 637397.15
LW18-14 637415.73
LW18-]5 637420.59
LW 1 B-1 b 637432.23
LW 1 B-17 631442.13
lW I B-18 637454.90
EASIING
1532180.27
1532209.74
1532219.93
1532237.79
1532273.52
1532307.99
1532308.89
1532310.09
1532313.67
1532321.21
1532342.92
1532360.00
1532318.04
1532395.89
1532456.57
1532468.90
1532469.21
1532493.53
1532520.88
WIDTH
2.0
4.0
11.0
10.0
4.5
3.5
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LINEAR WETLAND
POINT NORTHING FASTING WIDTH
LW2d-1 638773.15 1532952.65 6.0
LW2-2 638765.71 1532947.59 5.5
LW2-3 638760.21 1532944.33 5.5
LW2-4 638743.48 1532946.08 3.5
LW2-5 638737.19 1532941.08 3.5
LW2-6 638735.79 1532944.43 3.0
LW2-7 638730.43 1532940.43 3.D
LW2$ 638723.03 1532940.65 9.D
LW2-9 638101.18 1532933.08 3.0
LW2-10 638687,93 1532942.08 4.0
LW2-11 638672.57 1532957.98 6.0
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