20030511 Ver 1_COMPLETE FILE_20030424

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Ms. Linda Pridgen
Post Office Box 1886
Cashiers, North Carolina, 28786
Dear Ms. Pridgen:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 22, 2003
Re: The Chattooga Club, Jackson County, North Carolina
DWQ Project No. 03-0511; DOA Action ID No. 200330762
Attached hereto is a copy of Certification No. 3423 issued to Ms. Linda Pridgen, dated May 22,
2003.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
030511
cc: U.S. Army Corps of Engineers, Asheville Regulatory Field Office
DWQ, Asheville Regional Office
File Copy
Central Files
Clement Riddle, 300 N. Main St., Suite 202, Hendersonville, NC, 28792
Danielle Pender, Wildlife Resources Commission
N=NR
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws
92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality
(DWQ) Regulations in 15 NCAC 2H, Section .0500 to Ms. Linda Pridgen of the Chattooga Club,
resulting in the dredging of approximately 13,520 cubic yards of accumulated sediment from about 5
acres of Lake Chattooga located off Highway 107 South of Cashiers, Jackson County, North
Carolina, pursuant to an application filed on 7th day of May of 2003.
The application provides adequate assurance that the proposed work will not result in a violation of
applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina
certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of
PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter
set forth.
This approval is only valid for the purpose and design that you submitted in your application and
as described in the Public Notice. If you change your project, you must notify us and send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter and is thereby responsible for complying with all conditions. Should
wetland or stream fill be requested in the future, additional compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed below. In addition, you should get any other federal, state or local permits before
you go ahead with your project including (but not limited to) Solid Waste, Sediment and Erosion
control, Coastal Stormwater, Dam Safety, Non-discharge and Water Supply Watershed regulations.
Conditions of Certification:
1. Appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design
Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate
(available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices)
shall be in full compliance with all specifications governing the proper design, installation and
operation and maintenance of such Best Management Practices in order to assure compliance
with the appropriate turbidity water quality standard;
2. That the activity be conducted in such manner as to prevent significant increase in turbidity
outside the area of construction or construction related discharge (50 NTU's in streams and
rivers not designated as trout waters by DWQ; 25 NTU's in all saltwater classes, and all lakes
and reservoirs; 10 NTU's in trout waters);
3. All sediment and erosion control measures placed in wetlands and waters shall be removed
and the original grade restored within two months after the Division of Land Resources has
released the project;
4. Fowler Creek and its tributaries are to be protected as if they were Outstanding Resource
Waters and The Chattooga Club shall implement Best Management Practices for the Protection
of Surface Waters and adhere to the Guidelines for Sensitive Watersheds prior to any ground
disturbing activities to minimize impacts downstream aquatic resources. Temporary or
permanent herbaceous vegetation shall be planted on all bare soil within 10 days of ground-
disturbing activities to provide long-term erosion control;
5. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
6. Waste or borrow sites shall not be located in streams or wetlands;
7. Fowler Creek contains rainbow, brown and brook trout. In-stream work and land disturbance
within the 25-foot wide buffer zone are prohibited during the trout spawning season of October
15 through April 15, as determined by the NC Wildlife Resources Commission (WRC), to
protect the egg and fry stages of trout from sedimentation during construction. In addition, The
Chattooga Club, shall be subject to any other condition determined by the WRC and confirmed
in writing by DWQ as necessary to protect species and habitat;
8. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids
and other toxic materials;
9. All work shall be performed during low flow conditions;
10. The dredged material shall be handled and disposed of in a manner that it will not be allowed to
re-enter state surface waters or wetlands;
11. All temporary fill shall be removed to the original grade after construction is complete and the
site shall be stabilized to prevent erosion;
12. The enclosed "Certification of Completion Form" is to be used to notify DWQ when all work
included in the 401 Certification has been completed.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. This Certification shall expire on expiration of the 404 Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this Certification. This request must be in the
form of a written petition conforming to Chapter 1506 of the North Carolina General Statutes and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If
modifications are made to an original Certification, you have the right to an adjudicatory hearing on
the modifications upon written request within sixty (60) days following receipt of the Certification.
Unless such demands are made, this Certification shall be final and binding.
This the 22nd day of May 2003
DIVISION OF WATER QUALITY
I Ja-- -L
Alan W. Klimek, P.
WQC # 3423
AW K/cbk
5. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
6. Waste or borrow sites shall not be located in streams or wetlands;
7. Fowler Creek contains rainbow, brown and brook trout. In-stream work and land disturbance
within the 25-foot wide buffer zone are prohibited during the trout spawning season of October
15 through April 15, as determined by the NC Wildlife Resources Commission (WRC), to
protect the egg and fry stages of trout from sedimentation during construction. In addition, The
Chattooga Club, shall be subject to any other condition determined by the WRC and confirmed
in writing by DWQ as necessary to protect species and habitat;
8. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids
and other toxic materials;
9. All work shall be performed during low flow conditions;
10. The dredged material shall be handled and disposed of in a manner that it will not be allowed to
re-enter state surface waters or wetlands;
11. All temporary fill shall be removed to the original grade after construction is complete and the
site shall be stabilized to prevent erosion;
12. The enclosed "Certification of Completion Form" is to be used to notify DWQ when all work
included in the 401 Certification has been completed.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. This Certification shall expire on expiration of the 404 Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this Certification. This request must be in the
form of a written petition conforming to Chapter 1506 of the North Carolina General Statutes and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If
modifications are made to an original Certification, you have the right to an adjudicatory hearing on
the modifications upon written request within sixty (60) days following receipt of the Certification.
Unless such demands are made, this Certification shall be final and binding.
This the 22nd day of May 2003
DIVISION OF WATER QUALITY
Alan W. Klimek, P.
WQC # 3423
AW K/cbk
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name The Chattooga Club
Project Number 03 0511
Recvd From APP
Received Date 4/24/03 Recvd By Region
Project Type maintenance dredging
County Jackson
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
lr Waters 77-e N F_ 30-1-(2) F -c- TR+ 31,301. 5.00 F-- 1,649.0
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y Q N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y (0 N Recommendation: 0 Issue 0 ISSue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
The Chattooga Club proposes to drain and excavate the 5 acre Chattooga Lake to remove sediment
from the lake bottom. Fowler Creek flows through the lake and is classified as C-trout+ and must be
protected as if it was classified Outstanding Resource Waters. The lake dredging is to take place in
two phases and should be completed within 30 days. Disposal of the material will be on the High
Hampton Golf Course driving range. Tem op rary creek diversions wil be made where the excavations
are taking place.
Recommend issuance of 401 with the following conditions: 1. Fowler Creek and its tributaries are to
be protected as if they were Outsanding Resource Waters and The Chattooga Club shall implement
Best Management Practices for the Protection of Surface Waters and adhere to the Guidelines for
Sensitive Watersheds prior to any ground disturbing activities to minimize impacts downstream
aquatic resources. Tem ora or permanent hervaceous vegetation shall be planted on all bare soil
within 10 days of ground-disturbing activities to provide long-term erosion control. 2.17owler Creek
contains rainbow, brown and brook trout. In-stream work and land disturbance within the 25-foot
...:_I_ L-..L2_.. __.__ _- ...- L:L.:a_..1 _I. - L__ a.._..A _..._...._:._` _____'_ _[ P%_L_L-_.. 4l •L..._.._.1_ A--A • r __
cc: Regional Office Page Number 1
Central Office
Facility Name The Chattooga Club County Jackson
Project Number 03 0511 Regional Contact: Michael R. Parker
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
'NETLANDS 1401 GROUP
DEPARTMENT OF THE ARMY MAY 0 8 2003
Wilmington District, Corps of Engineers
Post Office Box 1890 ?NATER QUALITY SECTION
Wilmington, North Carolina 28402-1890
(http://www.saw.usace.army.mil/wetlands/regtour.htm) o3- (071
Action ID No. 200330762 May 7, 2003
THE CHATTOOGA CLUB, REPRESENTED BY MS. LINDA PRIDGEN, POST OFFICE
BOX 1886, CASHIERS, NORTH CAROLINA 28786 has applied for a Department of the
Army (DA) permit TO DREDGE ACCUMULATED SEDIMENT FROM LAKE
CHATTOOGA Located off of Highway 107 South of Cashiers, Jackson County, North
Carolina.
The following description of the work is taken from data provided by the applicant and from
observations made during an onsite visit by a representative of the Corps of Engineers. Plans
submitted with the application show the mechanical removal of approximately 13,520 cubic
yards of accumulated sediment from approximately 5 acres of Lake Chattooga. Lake Chattooga
is fed by Fowler Creek and four unnamed tributaries, all of which are tributary to the Chattooga
River. Sediment removal is to be accomplished in two phases using bulldozers and rubber tire
backhoes. Temporary stockpiling of material and/or temporary access roads within the lakebed
may be required. All excavated material will be trucked to an upland disposal site located on the
existing driving range within the High Hampton Development. Two six-foot wide earthen dams,
placed at the upstream end of each phase, will be installed after the lake is drawn down to divert
the creek flow temporarily through 48-inch culverts so that work can be performed in the dry. A
temporary stone silt basin, as well as a small permanent pool, will be utilized to capture sediment
upstream of the dam. All temporary dams and basins will be removed upon project completion.
The project is to be completed outside of the January 15 thru April 15 trout moratorium to avoid
the spawning season for rainbow trout. No dredging of vegetated wetlands is to occur. The
purpose of the work is to restore suitable depths within the lake to allow for recreational
activities. Plans showing the work are included with this public notice.
The State of North Carolina will review this public notice to determine the need for the applicant
to obtain any required State authorization. No Department of the Army (DA) permit will be
issued until the coordinated State viewpoint on the proposal has been received and reviewed by
this agency, nor will a DA permit be issued until the North Carolina Division of Water Quality
(NCDWQ) has determined the applicability of a Water Quality Certificate as required by PL 92-
500.
Approval of this permit will give Federal authorization for maintenance dredging for a period of
time not to exceed 10 years from the date of permit issuance. The permittee will be required to
present plans to the District Engineer a minimum of 2 weeks prior to commencement of such
maintenance work. All maintenance would be performed in accordance with Federal, State, and
local permits and regulations governing such activities at the time the maintenance is undertaken.
2
This application is being considered pursuant to Section 404 of the Clean Water Act (33 U.S.C.
1344). Any person may request, in writing within the comment period specified in the notice,
that a public hearing' be held to consider this application. Requests for public hearing shall state,
with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register of
Historic Places for the presence or absence of registered properties, or properties listed as being
eligible for inclusion therein, and this worksite is not registered property or property listed as
being eligible for inclusion in the Register. Consultation of the National Register constitutes the
extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of
the presence of such resources. Presently, unknown archeological, scientific, prehistorical, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that the proposed activity will
affect species, or their critical habitat, designated as endangered or threatened pursuant to the
Endangered Species Act of 1973.
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity and its intended use on the public interest.
Evaluation of the probable impacts which the proposed activity may have on the public interest
requires a careful weighing of all those factors which become relevant in each particular case.
The benefits which reasonably may be expected to accrue from the proposal must be balanced
against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and
if so the conditions under which it will be allowed to occur, are therefore determined by the
outcome of the general balancing process. That decision should reflect the national concern for
both protection and utilization of important resources. All factors, which may be relevant to the
proposal, must be considered including the cumulative effects thereof. Among those are
conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values,
fish and wildlife values, flood hazards and flood plain values (in accordance with Executive
Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and
conservation, water quality, energy needs, safety, food and fiber production, mineral needs,
considerations of property ownership, and, in general, the needs and welfare of the people. For
activities involving the placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit would not comply
with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding
sentence and any other applicable guidelines or criteria, a permit will be granted unless the
District Engineer determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials; Indian Tribes and other interested parties in order to consider and evaluate the
impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to determine whether to issue, modify, condition or deny a permit for this proposal.
To make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest factors listed
above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
3
Generally, the decision whether to issue this Department of the Army (DA) permit will not be
made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives
State certification required by Section 401 of the Clean Water Act. The NCDWQ considers
whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of the Army (DA)
permit serves as application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Environmental Operations Section, North Carolina Division of Water Quality
(NCDWQ), Salisbury Street, Archdale Building, Raleigh, North Carolina. Copies of such
materials will be furnished to any person requesting copies upon payment of reproduction costs.
The North Carolina Division of Water Quality (NCDWQ) plans to take final action in the
issuance of the Clean Water Act certification on or after May 30, 2003.
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality
(NCDWQ), 1621 Mail Service Center, Raleigh, North Carolina 27699-1621, on or before
May 30, 2003, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in this office,
Attention: David Baker, until 4:15 p.m., June 6, 2003, or telephone [phone], extension 6.
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r+l v.I.-. E....+r1E.1.Pw a."v)+a-..+z a."... ' zrw?e
/ / ??y
~ PR.r IT"W V.Ar (T iMl.ar..Y T"..wnl -f3r1FN
F.) /
~ gp Phase II Volumes
1
ti 2 T"W V W..e dS:h B3.SgY
>e I & III II Voles
Ph
' '
T.rlVrrr d3:. IENTOtE LAREI -I).ISIS}.
I Tp 1 v...r+r? IE.o.ai? S.Sr3ryd
E.a.. .??Y
rw.i Vow.Be Ph.- I & aN 11 E-..Iio" - 1 aszo?ya
F.1 I
EXISTING STREAM
I
LOT5
Top water Elevation = 3354'
L.9-W

,onR SDP
LOTS
7 CA ?I a t?l
oa?anc BO®
I S
a
U
x
U
W
x
F
Q
CO
O J. zz
0 <?
U =y a
Li] U 3 U
Q ? V W
REVISIONS
w W__
B.YY Br a w W IL>•
.-
PHASE 1 • INSTRUCTIONS
IlCrae•JJI..Y W A r dB« a. W w.1w III" Y Nry rw L•.
11 Crrrrrr+ta?arlsl..ry JM e.« M ?I.JrA-A• w Yo?F. J..• a-AtFET-]', n WE R 9E'M1'EFN E%Oi1MG
STOVE DAM AMO BEAM AT MICTUM •A•.
31
c+?rJ1 s......r.r r.r.w 6.. r.....u •w• _w.? r...Y.•r.
•If.w?r.BYrB ra".n..Jr..J_P... r.? dY.i.arY??«d b.dl..bCwil
n c..a. ra s«.. I.•rn r -dr.w 6.. r ern •A• .. Jrw r 16.. IL. aJ.. T.
•IC.Mr+iwrlW r..i.dPar 1 _ J.a LOMr4Ra1 nuu BFMm'E ALL ReltliO30.T9aB_ PAd U"E MTTTw
M ALLOROAMCE VWB qOq mCIIOMS AS OMT'Md RIE[t •.
AM SBIE f{ WWI. SRALL BE IMMTABEOn1110UOBlUTEMBIEPRORtT.
TIC.?e. JV wT. rr..T.d f.ab.:P rr.•-A lY." 1 r NIt....-•.. P..BI. Y t6.." 0.
PHASE II • INSTRUCnops
I ICr.w. rN.rB I«r.ry wi tl.w_ M. r"+.6w:• Lr aY.rrMr"d 0.-dfwLC"A
11 CrAwrYa.11A. aa.ri« d1Br B"?t... COMIRACId19LLLl BFAq\TwLL ETaTB1O ALTtPTOILPBW LUCE Borer
M ALLT110AMLE BIIIII L1109 SECTIONS AS AO.N (MI PIFFT •.
w •oMUnw amPSUPE w sa:l. MALL 6Ewwo+swwmnwawwrEMraEnlar -r.
•IC?.sr.B..... r w+o.w 6.....8 a.._ r.u....rs ra...? r'.. r.w.r.._.+.I.J.. d.r.•..?
n cr.•r r+r.. 6. w?.r. Mr.: r r.+.-:• a.?e td.. ?e... w?.l.... Y..I++...Nn?d..«...:.
Section "A" = 150' EAST OF STONE DAM
End Phase 11"
a..aa. ?AY Phase II
LOT6 g nusE B
INfTAILY AIpE TOJPOIABI EMnI
as Sxo.M wOEr •A•
PHASEI RB-E BEAM .IaM nLLt[ IS COI.tti[
TEMPORARY STONE SILT SCREEN
REMOVE W) 1 PHASE II IS COMPLETE /
TOP ELEVATION - ))52'
SEE DETAIL 'A-A-

ISP
F-6
LIMITS OF TEMPORARY I
TOPE' ?"a-A?= Phase II SSE -
Section "A" = 150' EAST OF STONE DAM
ZG FT /
E T)U?IL 60'R
SPECIAL NOTES: \
t)Ca.v.« rAY 4.p.rw f.l.'.RJ.'r.ar .fJl YA, ant.wp W ar:a
]) C.ara+« rW i•W W Nm L.Y. LLI.sE. vd•JNT ya.d 2S alns.T munA+i."eeml ?r.n
•) M" m..i? wl a MS.tW .+M" ISr dvrJN n..e des
f,b-dw T..VMq r?d-o. PiP.fM. re rv.W...?&7)%P•J•
a)TcWmmY ra v?.r"r.. T. PA IL w k arw lab. w.os.EPar:6epis
PROJECT VOLUME CALCULATIONS
Phase I Volumes
Trt vdw. Blnta rlVa.Y..B B+a.I -a-s•s..+
Tr va,r« B.e-.arE.W B?-?a?l z e"w.) - s.Tmsr
nl?lTar r.6... fly JlJp.p.r zY""rl - f.3TxN
Phase 11 Yolumes
Phase 1 !IY 11 Volumes
T.YIA? ???rI •.n.ee
T.aI V.AV d- (F.6rTO1E WtE) -1).If lerl
Tarl v.l.? P.s t 4o..Jw - 13?fe•J
Taal Vdwr P6n.I E.mwi". - .a?A1<?
Toles) Vol- Phase 1 & 11 E-1-ti- - 13.520Cyd
EA-1 aE
I)p
-DJ, -' -
DP -
_
SECTION 'C-
EXISTTNOSTREAM
F-)
Top water Elevation = 3354' Sp
DETAIL "A-A"
m $LTSCRUM
Sak 1"- 3O
SErnoN Tr
'hase II 1 Phase I
50' Downstream from Section "E"
Begin Phase "11" End of Phase "I"
F-3
UJ
NORTH
PHASE II
INSTALL TEMPORARY SIDE STREAM DIVERSION PIPE
TEMPORARY SIDE STREAM DIVERSION PRE FROM
PHASE 1 SHALL BE REUSED M PHASE II
PHASE U \
F•a
F-1
In
T.WELion
mRIIWL 8.0?
a
U
o
=Y?
t?
m
F
m
U=pQiE
t71 U X
Q ~ ? W
..1
REVISIONS
W R B?
W X"1?
Bra y W
I?r« I.•
Ir r.
BprB« w ?
CXHIBIT C
slaMraB:: _ _ ...
DP-- _• _ _
coin ?"?varw•
DETAIL 'A"
BRTALL•r TEMMMAY CIIFlII pvpI510M RE
pEU1GTm rtltr rNAA: n r mASE n
50' Downstream from Section "E" _
LOT • Begin Phase "II" End of Phase "I"
MSTALL.rTFlOO11MTFABn1 Phase II 'Phase I
BFIW AIAgrNPOETAI•A•
?'E BF1M B1O/1 PHASEB O tl111PlklE LOT)
_ DP /
i

TnP WATER
3352 N 3332
3350 3350
3348 3348
3346 3346
3344 Tar mr 3344
3342 sorrow 1342
3340 3340
)338 333E
3336 3336
0+00 0+23 O+3u -11
SECTION "A"
3354 3352
3352

7330 3350

3343 3348

3346 3346

3344
33.44 °OT[Ow 3342
3142
3340
3340
3338
3338
..
.... .i ,
.c w m
is
i5
SECTION "C"
3352 3352
3350 Tar mr 3350
3348 3348
3746 3346
3344 tIroR?SFD borrom 3344
3342 4
SECTION "E"
754 TOP WATER 3354
3352 r°r mr 3332
3350 3350
3348 E'V'E 3348
3346 r°aea 3346
344
0+00 0+25 0+50
SECTION "H"
NOTE:
EXCAVATE TO " PROPOSED BOTTOM" PHASE I
EXCAVATE TO " BOTTOM LAKE" PHASE H
3152
- 3352.
3350 33
3348 33,49
3346 3346
mr 3344
3344 33
42
3342 ,
3340 3340
333E 3338
3336 336
SECTION "B"
3334
3352 T OP WATE R 354
3352
3350 ror mT 3350
334E 331E
346 yaE
3744 33,44
3342 3342
3340 3340
M00 a+U 1MJ11 ury? .+v. .-u
SECTION "D"
3354 TOP WATER 3354 3354 TOP WATER 3354
33,12 ft3350 3352 Tor 3352
3350 Tar S°' 3350 3350
3348 3348 3348
3346 3346 3344
3344 rro. 344. 3344
MOD 0+25 0.50
3342 0+00 MI5 0+50 SECTION "G"
SECTION "F"
1154 TOP WATER 3354 3354 TOP WATER 3354
7 32 r° mr 3332 7352 SILT 352
3350 3750 3350 ?wx[ 3350
3748 r°o_foST? 3348 7748 r°001i 3341
0+00 0+25- 0+50 0+00 0+25 0-50 0+75
SECTION "I" SECTION "J"
LEGEND
TG mT
°Oflaw UFE
SCALE = NTS '""g°
?- °R°r°ia•atws[r
CONSaLT p14.1iBVG EliGO4FF1t5
2a cow,wrai0? DsrvE
,sUL X WiU,G i)3.
ro°T OFTKE °O% I+UT
3wVAMNAK OE°°a?A
3q
T ?
< 3v0,
ZO m <
J x U
e? <p
W S Z
V O et
? W
z =
u
(} m F-
gd=_
E"' ` ? Z c
4•
a<_ v-
0
x'
La v ; vi a
`y' =y 0
Q
..J
REVISIONS
s..arw..a?.mns.4r .r4 ?? m
rq.w4 °y a..+°y
O?V Owr
Norroadt[
ytii? tyr
5." ale. 2002
EXHIBIT p
Triage Check List
Date: Project Name:
To: O Mike Parker
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Steve Mitchell
e- CU c-A-r.) e 3!!!? 4.- k
DWQ#: n j
("5..
County: c, c_L s 0 ' .
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Cyndi Karoly (Central Office)
From:
Telephone : (919) 7
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
Are the stream and or wetland mitigation sites available and viable?
CJ9"eftck drawings for accuracy
02? application consistent with pre-application meetings?
? Cumulative impact concern
Comments: _L I
CLEARWATER ENVIRONMENTAL
CONSULTANTS, INC.
300 N. Main Street, Suite 202
Hendersonville, NC 28792
[phone]
FAX [phone]
Mr. John Dorney
NC Division of Water Quality
2321 Crabtree Blvd
Raleigh, NC 27604-2260
LETTER OF TRANSMITTAL
FILL COPY
DATE:
4-23-03 PROJECT: Chattooga Club
ATTENTION:
RE: Individual Permit Application

WE ARE SENDING YOU ® ATTACHED ? UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
COPIES DATE NO. DESCRIPTION
7 4-23-03 Individual Permit Application
1 4-23-03 Application Fee $475.00

THESE ARE TRANSMITTED AS CHECK BELOW:
® For approval
? For your use
? As requested
? For review and comment
REMARKS:
? Approved as submitted
? Approved as noted
? Returned for corrections
? Materials returned after loan to us
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
Enclosed are 7 copies of the Individual permit application for dredging activities associated with the existing
Lake Chattooga within the Chattooga Club develot4p,fashiers, Jackson County, North Carolina.
---?#anlvual4Q1 Gpo
1003
1W11W7WLQjTYSeC0
Please do not hesitate to contact me if you have any questions or comments regarding enclosed permit
application.
COPY TO: SIGNED:
li
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
April 18, 2003
f,
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801
Attn: Dave Baker
Mr. John Dorney *VMS 401
N.C. Division of Water Quality
2321 Crabtree Blvd. Suite 250 APR 4 ?00,3
Raleigh, NC 27604-2260 ;?rryN
RE: The Chattooga Club ?p??,V'
Proposed Lake Dredging
Cashiers, NC
Dear Sirs:
Enclosed for your review and approval is a permit application for maintenance dredging of an
existing five-acre lake owned by The Chattooga Club in Cashiers, Jackson County, North
Carolina. This application includes the plans representing all activities resulting in impacts to
jurisdictional Waters of the U.S.
Mr. Dave Baker of the U.S. Army Corps of Engineers and Mr. Mike Parker, N.C. Division of
Water Quality, visited the site for a pre-application meeting on March 19, 2003. A threatened
and endangered species assessment of the project site has been completed by ClearWater
Environmental Consultants, Inc. and a report of the findings is attached to the permit application.
Please do not hesitate to contact me at [phone] with any questions or comments you may
have concerning this application.
Sincerely,
P R. Clement Riddle
Principal
cc: Linda Pridge, Chattooga Club
Ray Marchman, Hussy, Gay, Bell, & DeYoung
enclosures
300 North Main Street, Suite 202
Hendersonville, North Carolina 28792
Phone: [phone] Fax: [phone]
www.cwenv.com
Apr-21-03 10:27A
Hpr i a u.7 uj: azoa
P.02
APPLICATION I4'6R MPARTMENT OF THE ARMY PERMIT OD1D APPROVAL NO.0710.003
_ (33C:FR 32$) F'apire.fkIL&I. 19!16
Niblie ,aponint; bunko for this collr?ltun ?I r?urmNron is estimated w Ave: sac S Ituun par resplenw, including the (Hill for IMvlewlnL tnS11`11 lOnx. ACLK•hnlt. exi.i!ny
data sources, r.nthcrinS and +osintatnrnQ the LIWAIA n UICII, And completing anti tctiewiug dic collection of mformsaun Send commenu, ecgefdnig This bunk, esot late Of
any olhp 44splr1 q(111i,i,:u11e4; 1 jun of fnl'ortnniion, iII1CWint suCO,,KtNrn. frn WA!LKIn1S this humen, to Depannient of DefenAc, Wn%hutplun Headquaner4 Senn.,
Uuoctmatr of Infune,auva Operations and Repots. 1211 JefkrxtW+ Dims Highway, Suite 1204. Arlinilmn. VA 2211 4302; and to the Office of %na o"Cnt and
dadil ei. Wfwilw4wi RA•do.liun Ptuj..t (0710-t10I111), Washington, DC 20503. Please DO NOT RETURN your form to either of rhoodi uJtkia- cW ,. Ct4npfete,l
v lic.uirrrxa moo be submit led to the District Eugfncer having iunix)iclio" over the Irxaion of the trropoxed activity.
PRIVACY ACTT STATFMCNT
Amilwmty' .1.111.NI: Atli. Seeour. 10: 141, 3, Sectiun,1114. Prineipal Ptnpote: Theo lawn rcyuire permit; u4thoriZiA21606" tieh in, t+i ;itleuung, m• table waters tic the
Unaed Sites. the dlsihmge of dredged tw fill mmeri:u into waters 01.111c untied Stales, and die traospnrpniun of dredged material lot the ;wnxw: us dumping it into
,wean walcm Nuenvne Uses. information provided on tills flan will Ina utierl in eviduating the rpliciiiioo fni I cleintii. Uiw:lrxurr' Dise104uic of Mil:r_tied infi,nitmoon
i9 volmnary. If inforrruuon is riot prw,dcd, however, thr. permit application cannot he proccetAed nor call it permit be issued.
One see of origivtal diuwiiip. iw V.wv1 mprotiocibb copies which show owe Ineaiinn and rharacirr of rho proposed activity mull; be noa :lied to this applirmioa (sea satnellr
iha-tip, -owl ,ncirutik+ns) and k submined to the Dintrici Fol;inwr lutvinn iunxlhclion ovxy live Immitin [West pnrpueed activity. An application ti:m iti nut completed
in full 4111 he:clutned.
I ,AI'PI.K'.i 7i(5N N(7.
0TKX% BELOW TO RV 11ITUAI) BY APPLICANT)
TE APFL- -K A;1 10.14
). OVI,IC'AN'1"S NAME , A171'HO 17.Ff) ANT'S NAM • tit TIfL(: (nn agent is nut "tnjuirtd)
• The ChatusoliaChih
A1"1 N: ml. t.enda r'+Weit ClearWisfur FAVhv 040hl li CerMYllentar inc.
00 R. ClesMAt Riddle
el. APPLICANT'S ADQRF.S,S 0. A I"S ADDRESS
N) ) ilex tondo 300 North Main Stfael. Smile 202
1 a-micts. NC 1611th Mcnderikwlvilk, NC 28792
APPI RANT t , . NOT i /AKL'A WllE - I0.'A1it N 1"y pHC)NE NW. WIAR .A CCMC
u. RCUAL-Oc. NIA
n Itnxirvxi k]WtaJ..tr'eA0
Q. Resident, N/A
h. 0usineu 02111101698•9600
If. STATEh1Fy f Of AUTHORIZATION
1 her, by aulhorire. R Clenwai Riddle. to auk ;it ow lathalf as my agent in tine processing of INN applic;tttue Will It- furnish, upon request, supplen,emil ,,ik,rmmget in
eoppr'in of dux permitappIwAtion ,%
12. PRO)FUT NAME OR TITI F. Isle inAtniciietnr!
'11r0 Citavtonwa Club
ff KN*OWN W
LikeChatwty;a. Fowler Ci-cck
r 4 1.0C.ATION or PRr i.fa: I-
,... JAjuslen
COUNTY ti'f:1'I?
iA t tIUiR I1, : ATU. ' n?.SCRIPTIONS, IF KNOWtd. (set iitf
la. PROJECT STREET ALWHESS (if upplicaltk i
NM
Cnc siie re Incmrn ui i!u• ors +,ide of N.C. Highway 1U7. approkwnn itcly Wnr. (I 1 m+lu /Meth of the Town of Cahsicri..A.eex. In the site is pio• t4d b• n privak rr.+d.
17' D1NL'4-f1ON5 TO TIdL SITE -- ---?--i
Front 8rcv„rd, Nwth Camellia bwad VA:11 on V.S. 1118h-ay N towards CaslowN, Go to filer vop liphl in Cashiers and take a left o141.1 N C. )lighv.ty 10T. Ga
;q!plo timedc I m+n•.:in l liken nghl nl she gales into Oic Chunottgn Club. 710S rood provides the main xvesx to the %tie. i
Apr- 2103 10:29A
rr. r v.a. v.io
IN Nu111fe Of Ac'ivily
See +nat:hed descrilwan.
11wrs 1t! pru;eel. include ;ill
P.01
p.4i
Iv. frujta root pose(kri tore n:unun or rho epOlO Of el yrujecl, ecc ntsmrtliOns) -
The Malmo '!a Club rn mvlunlling aWhorihrtioil to dredlte arlilrnaimAlel)' S Ares Of the a .11111 , Mke bed. The Iturpow. vl urrs roainicnancc atrtvwv fur the
csr..g4v Ieke it lorernove sccumuMtsd tedvrrent in the lxkt bosom am, pnwidc auilublc depdis fur imuituenid aclivitics.
Sic tnrwJice: tk:actilxirrn.
.!u Rrarun(s) lib' Ditchugt IJSY. AW" 20-11 F RED(iFD.ioooip g el. L MATE RIAL PS TO BLFDLk;R :ED
° --"
Drudging of Iht mitlin(: S-acre (;IwuaU(!n Lakr..
21. Type(siof , t¦nal eina DiocTored end,he"A:nourd n1' 64A Typos in Cubic girds
Apitillvonakly 13.5211 cubic ymdt of material will bee tlrtidged fmnr that lake lied and Jltpasad of in an upland area.
11, lull; il'l' A,va al
Appruxlmnwl) 5.1cres
Sue ahhehed figures.
instructions)
I Ls Any,hn-win of the vt'ork Already Ctsmplclal? Vrs Nu IF YES, UI:.:iC.lUttf•'I'HL COMPLETE K -
:1 /1QJreysev ul Ao"ning Pmpeny Own-eft, I &Zseet, .re„ W,yust Properly Adjnihr, llw M':NerhlKly (R Dare lhon curl be entered here, plisse ;nur.hr i
a upltlcne:al:d his).
Sec aelached. l
ra. LIM ul lhrxr t.eurncaa,xl. of Aliptuvoltriknia)s Rtxr
AGENCY TYPE APPROVAL • 11)KNi1FICATION N
NCDLR Sedumrra xW Lnxion Control
oat oeua rMION11. 51AV lv LcK:d Ageneic: ftx Work Uctcnbed in T ii,
DA'1'e.Ar1.M,11j) DATE APPROV 10) iiAme VLNIED
S•1•D3 Paudtrlg
'N'tnrhl lncktdc 0111 is nut rellncted to xnni% huildnla and Ita+d plan permitg
26. Apphcanun is herahy mark) lift n permh no ptrlDitt t4 authrvive The wmk 1b.acribEd in this applicaliun. T renilY 111;11 Iht Ihlo-Wallnn in Ihi,
+?yhcalrun is c.lmpklu and ace a ne. 1 funhm cerltl)' shat l possess liaa"y to 11mk the wor k clot SeliLld ftuem au am :rrllaR as the duly
uuthm vsvt ,s?rrrl he upTilkanr
fl? ?1//d='?o3
JlumooTURI; OF A 1"I ICA. DA S GNATIIRb OF A ? ENT DATE
ITtc oppllc;vevl Irlvsl he 5 1gIKV1 by the lerlon who riesrmlr in nrldert•lke the Proposed nt:Irvrry (upplicuoil) or it may be signed by a <biIy aiMlrcxized ageni if
the tulicmcni in black t I his. been filled out and signed.
IR I1.S.C. Scclian IMI prrlvaky Ilic Whuer'rr, in any manner widdn Iht -unsdictkln M':iny deponnwau a agtnsy of the Uniic(1 Slater Arr.lrln) y :awl
wo lloNv fub rhes. conceals, w coven up wiyrrnek. ycheme, Or ditguisim a rmreria: tai m makes any ftl.le, fitlii4%u. r r fraudu:enl nmenlants nr eh:ry. ;hall
hr bavJ r:4w mat that $10.(M tm im111i Aival nw more than five yratr pr hoih
18, 19 & 20 Nature of Activity, Description, Project Purpose
The project site is the 5-acre Lake Chattooga located within the Chattooga Club near the Town of
Cashiers, Jackson County, North Carolina (Figures 1 and 2).
The Chattooga Club is requesting a permit to dredge approximately 5 acres of the lake bed. The
Chattooga Club proposes to drain the lake this fall and allow the lake bed to dry for three to five
weeks. The applicant proposes to remove approximately 13,520 cubic yards, an average of about
24" from the lake bottom. No dredging of vegetated wetlands is proposed as part of this project.
Dredging will be conducted using bulldozers and rubber tire backhoes that will excavate the
sediment and place the dredged material into piles. The dredged material will then be placed into
trucks for removal from the lake bed.
Dredged material is going to be disposed of in the following designated upland location. The
13,500 cubic yards will be disposed of on the existing driving range within the High Hampton
development (Figure 2 and Pictures 1-2). Located less than one mile north of the project site.
Fowler Creek is a perennial blueline stream above and below Lake Chattooga. This stream is
classified as Class C Trout Waters+ (Outstanding Resource Waters) by the N.C. Division of
Water Quality. The project is located within the Savannah River basin. No dredging work will
be conducted between January 15 and April 15 to avoid the spawning season for Rainbow trout.
Per our discussions with Mr. Dave Baker of the U.S. Army Corps of Engineers and Mr. Mike
Parker from the N.C. Division of Water Quality the following recommendations are included.
During dredging activities a small permanent pool will be maintained at the base of the dam. This
permanent pool will provide sediment and erosion control measures within the lake (Exhibits A-
D). In addition, Fowler Creek and three small unnamed tributaries that flow into the lake will be
contained in a temporary pipe across the lake bed. This temporary pipe is used to reduce the
amount of sediment and turbidity in the water during dredging activities (Exhibits A-D).
Dredging activities will also require an approval from the NC Division of Land Resources for a
Sediment and Erosion Control Permit.
Cumulative Downstream Impacts
The proposed dredging project is expected to be completed in less than 30 days. This project is a
temporary disturbance within the existing lakebed. Because the Chattooga Club is an existing
development with nearly all of roads and infrastructure constructed, the lake maintenance
dredging activities are not likely to result in or create cumulative impacts on-site. Down stream
of the project Fowler Creek flows through very steep terrain and across some private property
before entering Wildlife Resource Game Lands and National Forests just prior to the confluence
of the Chattooga River. The Chattooga River is also within National Forest of North Carolina,
South Carolina, and Georgia. Cumulative impacts resulting from activities associated with this
maintenance project for an existing facility are not likely.
Mar-24-03 02:63P
24. ADJOINING PROPERTY OWNERS
Gristmill Ridge
Lot 1 - Rick Hodges, 1.18 Bridgewood Rd. Metarie, LA 70005
Lot 2 - Lawrence Rayner, Jr. W-4033 Elgin Club Road, .Lake Geneva
Wl 53147
Lot 3 - George Summers, 215 El Bravo Way, Palm Beach, FI 33480
Lot 4 - Mark Enderle, P. O. Box2393, Cashiers, NC 28717
Lot 5 - Charles Martin, 610 Belle Meade Blvd, Nashville, TN 37205
Lot 6 - Albert Balestiere, P.O. Box 160, Cashiers, NC: 28717
Lot 7 - Vesta Balestiere, P.O. Box 160, Cashiers, NC 28717
Chub Drive
Lot 1 - Lindsey Warren, 255 Southern Hills Dr., Duluth, CA 30097
Lot 3 - Brown Windle, 674 Elliott Dr., Pasadena, CA 91106
Lot 5 - Paul Hudson,.lr. , 157 West Wesley Rd., Atlanta, Ga. 30305
Gorge Trail
Lot F-1- John Cray, Route 6, Box 276, Savannah, Ga 31410
Lot F-2 - Don Parrish, Route 2, Box 2054, Fredericksburg, TX 78624
P.02
Lot F-3 - Joseph Carrere, Keenan Capital LTD, 298 Walnut Street,
New Orleans, LA 70118
Mar-24-03 02:53P
Lot F-4 ,- Reid Johnson, 2011 Central Park South, #6A, New York, NY
1111119
Lot F-5 - Reed Keller, 994 Stovall Blvd., NE, Atlanta, Ca. 30319
Lot F-6 - Ann Eldridge, 3886 Northside Drive, Atlanta, (;a. 311342
Lot F-7 - Deurl Stewart, P.O. Box 1364, Cashiers, NC 28717
Lot F-8 - E. Warner Bass, 2700 First American Center, Nashville, '1'N
37238
P.03

Sak Rock
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® 2001 DeLorme. Top. USA® 3.0
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T.oom Level: 1]-O Datum: W<-- S84
The Chattooga Club CLEARWATER Vicinity Map
Environmental Consultants. Inc.
Jackson County, 300 N. Main Street, Ste 202
Hendersonville, NC 2S-9-' ??
North Carolina Figure 1
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The Chattooga Club CLEARWATER Topographic Map
Environmental Consultants, Inc.
Jackson County, 300 N. Main Street, Ste 202
North Carolina Hendersonville, NC 28792
Figure 2

3000 FEET 500 0 25 .50 MILES
1000 METERS 500 SCALE i 12 000 .50
1 KILOMETER
The Chattooga Club CLEARWATER Soil Map
Environmental Consultants, Inc. Jackson County Soil Survey
Jackson County, 300 N. Main Street, Ste 202
Hendersonville, NC 25-92
North Carolina 828-698-9800 Figure 3
11 vl -MAV V, 4
EXCAVATION PERMI T
OF
LAKE CHATT'OOGA NORTH
A -r
THE CHATTOOGA CLUB
?: ur, et 6aEr
CASHIERS, NORTH CAROLINA
M.YM r k-" it. mm r,IwVN?
?K„pu.aror?
v. .w...... ....a lapw?r.irSnf.?T-
ar.RrT fi.,YrT
...w? .. ...... Phase I Phase I
4r •. Ifs EA,T6 SldE C. ? ?-
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_
Phase I
ararr? ser F- /
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L

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Phase I
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SPECUL NOTES: our 1 1?'s?
r?rik V ?..i?.?..?r?..•b.rWT.?v?
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?3 E I - nYStRVCrl0f4
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PROJECT VOLUME CALCULATIONS .
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- • •? ?..l..a
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CrIOI'l5
?NASE 11 - 1111-
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Top water Elevation = 3354' a< e
= k off.

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'?••'• ->sa IIEVISIOHS
W .]ably e. a•
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ar
IV ~+
» Y EXHIBIT A
PHASE I -INSTRUCTIONS
I)cm?aN. y i.i. rR.lo ww dBp z---P"- `-" rm. a SPECIAL NOTES:
S1Cwlnnwya.amo imRSVFdanv peieairMA'rbmmNkw-e w'SIIER'1'. PIUSE IL BETa'EEN PTSTIKI 1)Cw"avr.B4mPmiYeb!'da?t tiR+ddiih. wnL snmt.in+
STOME DAM AMD BERM AT SECTION
37 5TON!T) C-- ddt tr ieFSik b n:awra w rp4ael dwW _ • .`4r+^-? wdr i® /\
a MEW AT SEC Y'wde sibrwpsiR.il'A'r a.. r.rew'r. tew/ds i?BR.+F^F ??'t s•?^? /ZI/1=JF\f\"'
.IC.eowyirlllsp?mf oai i.aam ANa?w dlwi?emu?.-s?ehward MdF"-la Cai flCwsNey i.pm wl.peaLaY. CRrlrp a.rd.aT nwrd?TS•aR-•+?T?a.®i.w.
flCylsam?dAwh Y-iAe anY brla?l-w Si ? EsALLL E\6TIMG a Ns o?wraytr wi??w1#duiriiRSrr
) Pt"y
tlC-ymllr. wa+im fPkw MRM01151ULLX REMOVE SLLT9'pLHtOMUREBBTfOM
IN ACCORDANCE WITH CROSS SECTIONS N S AS AS SHOWN ON MEET 4. f) I"r.lld Tvp«wt ad i.vir P?s>VII r. isr ocd. a.m N.T) %p.! NORTH
A MINIMUM SIDE SLOPE OF R:I. SHALL BE MAINTAINEDnIROUO110UF ENTIRE PRORCI. t) TerP.r.ry v ih Ar iww m.b.a S. Ptrw I. rtr aid Adr.aswae dliv as trove.
't emYew •.R'sw tmPdt a.a i.a:.. FlPe ?r..?+Fr I r r.B ?.r.l.a+? R. FLT D
R)c".mwy,®ww a,Ik Rrwr:na •r. DETAIL "A-A"
PHASE II - INSTRUCTIONS STONE ULTSMEON
11 Cwmw ItrB iwdl wMsf cal ?.aiw PR a srw i"+B b nwaswwiw?d B.-dF-d"Cai .....
CsrrsYaglw uowoa 6 RaAn.a[QNTRAROII SHALL RENOYEwLL ERTTRNG SILTSTOIL i110M URE BDTTIBA 41
I NACCORDANCE BTtH CROSS SECTRINS AS SIpP'N ON SIFEf .. °?
A kRNVaM SIDESLOFE OF 1. SHALL BE MAINTAINED THROMIOUT ENTIRE MfiA . nx (?
A)CmY "nrw.H ls.*s -a b-ah N"e.wd A apvrF a fvel?wd Tlmd M°?PI^iadm'°. I LQTI <10
T)Crraew ¦.B etrw IYP gm m ewlr PTN w rr y iwweR cb-,, take amaw w W va.l wa r.d r w-rrrim dea a:a - L? .•?
LOT I
LOT,
INSTALL TEMPORARY CREEK DIVERSION PIPE
PHASE 1
50' Downstream from Section "E" = y
rse Pi "11" End Phase "I"
LOT S
.. ' .. _- ' .. x111 .? ..
Phase II 1Phase I oP
/ , - faTO ,r EXISTING STREAM
= - - - PHASE 1
INSTALL TEMPORARY SIDE STRFaSAI DIVERSION PRE
TEMPORARY SIDE STREAM DIVERSION PIPE FROM
e PI IASE I SHALL BE REUSED M PHASE n
Pp Y _
?rwvs >` _/TIaT
Ear to
- - w EXISTING STREAM
,..Yaw `' \
\ PHASE 1 \
\ INSTALL V WIDE
BERM AS TEMPORARY EARTH \ \
SHOWN IN DETAIL'A' \
REMOVE BERM WHEN Pill SE 11 IS LUMPLETE
chase II Phase I \
2
50' Downstream from Section "E" _ v
Begin Phase "11" End Phase "I" F-2 , yy
h Zh0
ISO
I h
F 1 ? ?g2
I
F- I
II 1
i . I I LOTT
DETAIL "A"
EARnI BERN
can wlar??rrA
PROJECT VOLUME CALCULATIONS
Phase I Volumes
Tua:lv.lw SY11??•c.v-?Brwr) -ss.f.T.
Ft_rl T.rl v.Rarlat+h?-w?-".Th_u.wl -154,.
Phase 11 Volumes
sh - 1.z.s.T.
Phase I & 11 Volumes
IYJJ..raliwf ..R.w.
T=va ?5Y IEMRE LAREI -If. slef.l
T-1 V.I.- Ph- I & 11 ERCRYaf i- - 13.520cyd
Sole V- 30'
MSTwLLY MBETpNFORARY GRT1 BE11M
ASYNIIBMINRRA6'w-
TOtOE Bp1Y DINE ee BIRT A YRNMM
t Ft AIR)vL TNETn•11F TNF RY
6 ~ COIO/
EMIYE BDW a1NE11 P11ASE1lOT
FTE
i 0
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LOT)
Top water Elevation = 3354'
TGrARti60
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a
U s
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x
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Y =? x
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REVISIONS
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w
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PHASE I - IfLSFRUCr10143
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31CrrriR®.sti,f,? a? p •eNR'MA'r 1.eir W??' 9RET'I'. ni,ag l aEiR'm+EX61R.G
TIDE OAY AMD! W I AT BTDM •A'.
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! 1 Greer •,a me Arwl r r[ r •o P ?-a'A' w Y+w Rs IL ? ??'C.
•IC?er Ynwle.ww•d.•rn?lwrw CONlMCInI•WLRFAp14 ALL ETHn14 AnX(IIL ROM WfEll(II'ICW
p ACiOaDAKE T/IM U? ?aRR AS aOrN P(SI•ET •.
A llp(•RM lpE ]MAPE641.91ALL BE MAMACEUn01WORlIRFNIf1E.ROIFL-!.
]IC+ewra?...-w_r3r.a a..?Mw rw a.w•..la.wlrw..r rw.. .. M1,Ir.R
n cw-..r a. p... r a r.a•. -r.
PHASE II - MMUCTIONS
11C r.. ?a 4r-)sd Fr?R.w?.".F-?{YS?i?WaiY..(i..W C"d.
21C +V ?w1I.m,?rlf?.nom.`"COMIRA[TOlfUll-RFAtl.'EALL EI?lpG 3M1T/S(OR.iRPI LUf£BOIl(M
p AROaIMNCE 1lllil C1DlJ 181IO.! AS 910"'N OM 91EET..
A •oNawr..r-••• a ]LI. AULL s¢ M•a?A•4DTNMRRRRl1lI D(rwerROiFCT.
ac?..rar?..+.....! r •.w..r. rer r.wN??! w s... Nw r.w?.r..rw err
Tlc?erri e.-?. rrw wrr Nw I. rw. vr,R,-? G.r.rlal-r rw r w.?r _r •.d.r,. s.w:. raa.?..
Section "A"= 150' EAST OF STONE DAM
End Phase "11"
Phase II
wwauvurrwu2 LOTI nN .
RaTAUCVroR roRUARTwm
usxoappar •A•
PHA.SEI RDAWRa•IN n•N nNlf •l9ellR
TEMPORARY STONE SILT SCREEN
RFAIOVE WHEN PHASE D IS COMPLETE /
TOP ElF'ATION -3372'
SFE DETAn. -A-3
Ewan! aFAM
w(a .aw??r.w
,f 1w.Nr?..fr1[ .r
DETAIL "A"
R6TALL.•'TE]•URART(l!fl[ pTDL1101(nTE
IRE(M Tm n(e(n1ASenp muEa
UNITS OF TEM1UORARY \
T«SE ELEVATION tR-,l3P'= Phase II SECTION W ?-
Section W= 150' EAST OF STONE DAM
F ] / F-M1
GORGE TR,11L 60 R/1V
SPECIAL NOTES: \
I l c•rrrw A, wwra b•.•-an: &Pti.rm ok. onl.^+T+r ii.ia
2) C•oaer YII V nrP• _. ?.. 6 rra(riee w r? dN-M1•w.!•M,.waeronw abriwu
M?aPrw ?? d P9e a..a awrao:
M r.n W P r wxr We C•r-P ueluw+T ?..? 2f.werr] mw...vw s®r..."
)) C-
.) N• m..:? Y Rs p6ad wr. Iso.raewR r... r
q Ta*r•rT ea• al ? rvw> ? 1. N.r 0.r 4 iesaJadss o.rA+dIR? sr byat
PROJECT VOLUME CALCULATIONS
Phase I Volumes
rw?.! vr...w Rw•wfra-Ir•.a e_..",.a.mu z ew?.I - z]2°
nrslTrJ Vr?(a ?w+?elxw! - u]x]a
Phase 11 Volumes
phase 1 & 11 Volumes
rwr (•rl•e rra+.I .n.eo
r..I ,r?wrsA. ar+rnie ul(EI -1l.IS1.3a
Tolal Vol- Phase I & II Exca.- k- - 13.520cyd
/ SECTION •C'
EXJSnNG STREAM
F-!
50' Downstteam from Section "E" =
un. Begin Phase "II" End of Phase "I"
aNnA3>_.-,,E,wRART EAani Phase II `Phase I
aFR.! A59grN p OETAL'A' 1
K aE1N TAIEN nwe R 6 (2r(nEIE COT t

'hase II 1 Phase
50' Downstream from Section "E" =
Begin Phase "II" End of Phase "I"
NORTH
PHASE n
INSTALL TEMPORARY SIDE STREAM DIVERSION PIPE
TEMPORARY SIDE STREAM DIVERSION PRE FROM
PHASE i SHALL BE REUSED IN PHASE D
PHASE II ?
F-A N?
Top water Elevation = 3354' 5,30
GOV-G'-
DETAIL "A-A"
mX MTSOtFFI(
sole 1- - 317
F-I
ZW1111M
0>Allr aeaas
M
a
U 3?`
t?00
S ?Y
x
U
w
F
;m
0 3. Q
0
•
y a
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U < y U
u}
Y = x
W
..I
REVISIONS
W r>•
W YL?
Mw M1nR u ?
e._r r
r.W •."" r
ilrr r ?
EXHIBIT C
a
SECTION -D•
TnP WATER „u
3352 3352
3350 3350
3348 3348
3346 3346
3344 M Sar 3344
3342 SOT7p 4 3342
'
-
7340 3i
40
3338 3338
3336 3336
4400 4425 Mw -13 I1. I v
SECTION "A"

3352 33U-
33" 3350
334 3348
3346 7746
3344
3742 3342
3N0 3340
3331 3333
44(1" IMU V.N rr rJ . ?... ..u ?? .• _ _. _ - _ _
SECTION "C"
3352 3352
3330 3350
331E 3348
346 3346
3344 AT
M 33"
3342 3342
3340 3140
333E 33L3_
3336 , 1 344
.M]} fH1A1 WU IHN V?/J I+"rI ? V r >v ? .+
SECTION "B"
3334
33S2 TOP WATE R 3354
3352
3350 M MT 3350
3341 3348
3346 two 3346
3344 3344
3342 3342
3340 3340
0 00 0+25 ww -13 1-1 -
SECTION"D"
3331 _ TOP ?ATFR 354 3354 TOP WATER 3354 3354 TOP WATER 3354
3352 3352 3352 3352 3352 Tur 3352
3350 M 9LT 3350 3350 M m 3350 3350 33$0
3718 3348 3348 3748 3348 3318
3346 3346 3 3316 3346 3346
3344 7344 7744 r"°a,t?n 3344 3344
3342 4 0+00 0`25 0+50
0+00 0+25 0-50 0+75 1+OD a.ro 0+25 0+50 SECTION "G"
SECTION "E" SECTION 'T"
7354 TOP WATER 3354 3354 TOP WATER 3354
7354 TOP WATER 3354 3352 saT 3752 3352 mT 3352
3352 M YLT 3752 3350 7350 3350 IA¦E 350
3350 3330 3348 ?tU1O?0 3748 3348 rA 3348
3348 CAI[ 3348 3346 3346 3346
3316 r¦an1 I 3316 0+00 0+25 0`50 0+00 0+25 0+50 0-75
3344
OHIO 0+25 Mso SECTION "I" SECTION "J"
SECTION "H"
NOTE:
EXCAVATE TO" PROPOSED BOTTOM" PHASE I
EXCAVATE TO " BOTTOM LAKE" PHASE II
LEGEND
Tar at
eartay tA¦c
SCALE = NTS ¦
?? ¦Ynor.I...r
W,GAY,BUADEY
COKSULTING EPOGM FM
3" COMM ,l -
orrlC¦%11 ,x .
A I SS4a,s.
tELFfw
rosr orwa[ WX IQ4,
MVA"N IA`i?W IA
? i
y Z a4
V O - V
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sr >m?
Ego
W 2
U o
x
u
Q
V m F'
O
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zc
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W Y
U ` : VI
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Y ' vi
=
a=
REVISIONS
P..1.4r+!?r Ir. mn
w APB IL m
r.o..4n a.e,
ar mn
wrrozus
s.pm6a 19. NU
EXHIBIT D
Picture 1. Upland disposal area. High Hampton driving range.

? F
.-._

Picture 2. Upland disposal area. High Hampton driving range.
Threatened and Endangered Species Assessment
For
The Chattooga Club
Jackson County, North Carolina
April 9, 2003
Prepared For:
The Chattooga Club
Prepared By:
ClearWater Environmental Consultants, Inc.
300 N. Main Street, Suite 202
Hendersonville, NC 28792
[phone]
Threatened and Endangered Species Assessment
For
The Chattooga Club
Jackson County, North Carolina
April 9, 2003
1.0 INTRODUCTION
The following report details methods used and an assessment of survey results for a
threatened and endangered (T&E) species survey and habitat assessment for Lake
Chattooga located within The Chattooga Club. The T&E species survey was
conducted to determine the occurrence of or the potential for animal and plant species
listed as federally threatened or endangered to exist on the proposed site. Completion
of this survey was directed by and complies with current state and federal regulations
[Federal Endangered Species Act of 1973 (16 USC 1531-1543) and the North Carolina
Endangered Species Act (N.C.G.S. Sect. 113 article 25) and North Carolina Plant
Protection and Conservation Act of 1979 (N.C.G.S. Sect. 19b 106: 202.12-22)].
The referenced site is located west of N.C. Highway 107, approximately one mile
south of Cashiers in Jackson County, North Carolina (Figure 1). The elevation for
Lake Chattooga is approximately 3,360 feet msl. The entrance road into the
Chattooga Club is accessed from N.C. 107.
2.0 METHODOLOGY
A preliminary protected species survey was conducted on March 19 and April 4, 2003,
on the Lake Chattooga project site by C1earWater Environmental Consultants, Inc. to
determine the potential for occurrences of animal and plant species listed as endangered
or threatened by current Federal or State regulations.
Recent correspondence solicited from the U. S. Fish & Wildlife Service (USFWS)
dated April 7, 2003, (Appendix A) provided existing data concerning the presence or
potential occurrence of threatened or endangered species in Jackson County, North
Carolina. The USFWS lists the following six federally threatened and endangered
species as occurring or potentially occurring in Jackson County. The species listed
below were included in the surveys and assessment.
Common Name Scientific Name Status
Carolina northern flying squirrel Glaucom s sabrinus coloratus Endangered
Indiana bat M otis sodalis Endangered
Appalachian elktoe Alasmidonata raveneliana Endangered
Swam ink Helonias bullata Threatened
Small-whorled o onia Isotria medeoloides Threatened
Rock gnome lichen G mnoderma lineare Endangered
The protected species audit consisted of a pedestrian survey. During field surveys,
three habitats were identified and compared with recognized habitats for each of the six
species potentially occurring on the site. Potential flora and fauna were identified to the
taxonomic unit level necessary to determine if the observed specimen was a protected
species.
3.0 HABITAT CLASSIFICATION
During our site visits three habitat types were observed: hemlock riparian, streambed
and bank, and Lake Chattooga were identified on the property Figure 2. The
following is a description of each of the three habitat types identified on the referenced
site and its likelihood to harbor or support listed species.
3.1 Hemlock Riparian
This habitat surrounds Lake Chattooga and the small intermittent tributaries.
Trees observed in this upland community are dominated by eastern hemlock
(Tsuga Canadensis) and tulip poplar (Liriodendron tulipifera). Other trees
observed include yellow birch (Betula alleghaniensis), sugar maple (Acer
saccharum), and basswood (Tilia Americana). Shrubs observed in this area
include witch-hazel (Hamamelis virginiana), mountain laurel (Kalmia
latifolia) and rhododendron (Rhododendron maximum). Dense canopy cover
eliminates most herbaceous cover. Some herbaceous plants include umbrella
leaf (Diphylleia cymosa) and Christmas fern (Polystichum acrostichoides).
This habitat will not be disturbed by the proposed project.
3.2 Intermittent Streams and Lake Chattooga
These freshwater habitats include the streambeds and banks of Fowler Creek
and other unnamed intermittent tributaries that flow into Lake Chattooga.
Permanently rooted aquatic plants are practically non-existent in streams such
as those on site. Most streams are incised and are bordered by vegetation
dominated by rhododendron and mountain laurel commonly observed in
streamside canopies on site. No disturbance activities are proposed in Fowler
Creek. Suitable habitat for the listed species was not found on the streambeds
or surrounding banks of the small intermittent streams or within the lake bed.
The small intermittent side streams and lake bed observed were not suitable for
the Appalachian elktoe; therefore impacts to this species are unlikely. The
small intermittent streams will not be disturbed above the normal pool
elevation of the lake bed.
3.3 Upland Disposal Area
The 13,500 cubic yards of dredged material will be disposed of on the existing
upland driving range within the High Hampton development (Figure 2). The
existing driving range (see pictures 1 and 2 in permit application) is currently
covered with turf grass typical of golf course facilities. The site is located less
than one mile north of the Lake Chattooga.
3.4 Soils
Soils mapped by the Natural Resources Conservation Service (NRCS) Jackson
County Soil Survey, Map 86, for Lake Chattooga include: Cullasaja-
Tuckasegee complex 15-30 percent slopes. The lake is shown existing on the
soil survey map dated 1980.
4.0 LISTED SPECIES & ACKNOWLEDGED HABITATS
The following is a brief description of each listed species included in the survey, its
recognized habitat and comments regarding survey results for that species:
4.1 Carolina northern flying squirrel
Federally listed as an endangered species, the northern flying squirrel is known
from five isolated localities: three in the western mountains of North Carolina
(Yancey County, Haywood County, and in the vicinity of Mt. Mitchell (exact
county undetermined), and two localities in the eastern mountains of
Tennessee (Carter and Sevier Counties). The northern flying squirrel is
typically a species found in more northern areas. No population estimates are
available, but the northern flying squirrel seems to be extremely rare, and
also extremely difficult to collect and study.
According to Professor Peter D. Weigl of Wake Forest University (1977, and
pers. comm., March 2, 1984), the northern flying squirrel occurs primarily in
the ecotone, or vegetation transition zone, between the coniferous and
northern hardwood forests. Both forest types are used in the search for food,
while the hardwood areas are needed for nesting sites. Areas occupied by the
northern flying squirrel are generally cool and wet, largely as a function of
altitude.
Because of the flying squirrel's small size, the climatic severity of its habitat,
and the abundance of avian and mammalian predators, nesting sites represent
critical resources. During the cooler months, squirrels commonly occupy tree
cavities and woodpecker holes (Jackson 1961; Bakerl983), but may also
construct and use leaf nests - especially in the summer (Weigl and Osgood
1974). The interior of both types of nests is lined with lichens, moss, or finely
chewed bark.
The Lake and immediate surrounding area are below 3,500 feet ms] which is
not considered suitable habitat for the northern flying squirrel.
4.2 Indiana bat, Federally listed as an endangered species, is a medium-
sized Myotis, closely resembling the little brown bat (Myotis lucifugu.s) but
differing in coloration. Its fur is a dull grayfish chestnut rather than bronze,
with the basal portion of the hairs of the back dull lead colored. This bat's
underparts are pinkish to cinnamon, and its hind feet smaller and more
delicate than in M. lucifugus. The calcar is strongly keeled.
This species uses limestone caves for winter hibernation. The preferred
caves have a temperature averaging 37 degrees to 43 degrees Fahrenheit in
midwinter, and a relative humidity averaging 87 percent. Summer records
are rather scarce. A few individuals have been found under bridges and in
old buildings, and several maternity colonies have been found under loose
bark and in the hollows of trees. Summer foraging by females and juveniles
is limited to riparian and floodplain areas. Creeks are apparently not used if
riparian trees have been removed. Males forage over floodplain ridges and
hillside forests and usually roost in caves. Foraging areas average 11.2 acres
per animal in midsummer. This bat has a definite breeding period that
usually occurs during the first 10 days of October. Mating takes place at
night on the ceilings of large rooms near cave entrances. Limited mating
may also occur in the spring before the hibernating colonies disperse.
No naturally occurring suitable wintering habitat for the Indiana bat was
observed adjacent to the lake. Impact to this species from the lake dredging
is unlikely.
4.3 Appalachian elktoe, Federally listed as an endangered, this mussel has
a thin, but not fragile, kidney-shaped shell, reaching up to about 3.2 inches in
length, 1.4 inches in height, and 1 inch in width (Clarke 1981). Juveniles
generally have a yellowish-brown periostracum (outer shell surface) while
the periostracum of the adults is usually dark brown to greenish-black in
color. Although rays are prominent on some shells, particularly in the
posterior portion of the shell, many individuals have only obscure greenish
rays. The shell nacre (inside shell surface) is shiny, often white to bluish-
white, changing to a salmon, pinkish, or brownish color in the central and
beak cavity portions of the shell; some specimens may be marked with
irregular brownish blotches (adapted from Clarke 1981). Only two
populations of the species are known to survive. The healthiest of these
populations exists in the main stem of the Little Tennessee River between
Emory Lake at Franklin, Macon County, North Carolina, and Fontana
Reservoir in Swain County, North Carolina. The second population occurs in
the Nolichucky River system. The Appalachian elktoe has been reported
from relatively shallow, medium-sized creeks and rivers with cool, well-
oxygenated, moderate- to fast-flowing water. It has been observed in gravelly
substrates often mixed with cobble and boulders, in cracks in bedrock, and
occasionally in relatively silt-free, coarse, sandy substrates (Department of
the Interior 1994).
The intermittent streams on-site are much smaller than is typically associated
with this species and lake beds are generally not considered suitable habitat
for this species. No impact to this species on-site is likely from this project.
4.4 Swamp pink, Federally listed as a threatened species is found in
wetlands that are saturated but not flooded. This would include southern
Appalachian bogs and swamps. Swamp pink would also be found in Atlantic
white cedar swamps and swampy forests bordering small streams, boggy
meadows and spring seepage areas. This species is commonly associated
with some evergreens, including white cedar, pitch pine, American larch, and
black spruce. It can be distinguished by its basal rosette of light green, lance-
shaped and parallel-veined leaves with a hollow-stemmed flower stalk that
can grow 8-35 inches during flowering and up to 5 feet during seed
maturation. Flowering occurs March through May and flowers are clustered
(30-50) at the tip of the stem, in a bottlebrush shape. All of the streams,
wetlands, springs, and seeps were delineated between April and the first
week of June. During this survey no specimens of swamp pink or typically
associated evergreens were observed in the seep areas adjacent to small
streams. No wetlands are proposed for disturbance as part of this project. It
is unlikely that lake dredging of this site will impact this species.
4.5 Small-whorled pogonia, Federally listed as an endangered species
occurs on upland sites in mixed-deciduous or mixed-deciduous/coniferous
forest that are generally in second or third growth successional stages.
Characteristics common to most sites include sparse to moderate ground
cover in the species' microhabitat, a relatively open understory canopy, and
proximity to features that create long persisting breaks in the forest canopy.
Soils at most sites are highly acidic and nutrient poor, with moderately high
soil moisture values. Light availability could be a limiting factor for this
species. The stem is smooth, hollow pale green and 3.7-9.8 inches tall with a
single whorl of 5 to 6 light green elliptical leaves 3 inches long and 1.6
inches wide. A flower is borne at the top of the stem. It is distinguished
from the similar L verticillata by the latter's purplish stem and long, dark
sepals. No disturbance is planned in upland areas adjacent to the lake and the
upland disposal area is not suitable habitat for this species. Therefore, no
impact to this species is likely.
4.6 Rock gnome lichen, Federally listed as an endangered species occurs
on rocks in areas of high humidity either at high elevations (usually vertical
cliff faces) or on boulders & large rock outcrops in deep river gorges at lower
elevations. Distinguishing Characteristics: Grows in dense colonies of
narrow (.04 inch) straps that are blue-grey on the upper surface and generally
shiny-white on the lower surface: near the base they grade to black (the
similar species of squamulose Cladonias are never blackened toward the
base). Fruiting bodies are borne at the tips of the straps & are black (similar
Cladonia species have brown or red fruiting bodies). Flowering occurs July
- September. Suitable habitat for this species was not observed in the project
area or the upland disposal site. Therefore, no impact to this species is likely.
5.0 CONCLUSION
During completion of threatened and endangered species assessments for the Lake
Chattooga dredging project potential habitats for listed species were not observed on-
site or at the upland disposal location. It is the opinion of C1earWater Environmental
Consultants, Inc. that federally protected species are not likely to be impacted by the
lake dredging or disposal of dredged material. As such, the proposed maintenance
dredging of Lake Chattooga is not likely to cause an adverse impact to any federally
listed threatened or endangered species.
Although no federally listed threatened and endangered species were identified
during these surveys, because of the transitory nature of some of the listed threatened
and endangered species and the particular flower/fruiting periods of some plants, it is
possible that endangered species populations and locations may change over time.
Therefore, any potential findings at a later date should be fully investigated and
coordinated with appropriate agencies to prevent potential adverse impacts.

The Chattooga Club CLEARWATER Vicinity Map
Environmental Consultants, Inc.
Jackson County, 300 N. Main Street, Ste 202
Hendersonville NC 28792
North Carolina 828-698-9800 Figure 1
Scale 1 : 100,000 TM
1^ 1.59 mt
O 2001 Del orme. Topo VSAO 3.0
a.rwZoom Level: 11-0 Datum: W0884 ^+
o : ] t a "
The Chattooga Club CLEARWATER Topographic Map
Environmental Consultants, Inc.
Jackson County, 300 N. Main Street, Ste 202
North Carolina Hendersonville, NC 28792 Figure 2
828-698-9800

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
April 7, 2003
Mr. R. Clement Riddle
ClearWater Environmental Consultants, Inc.
300 North Main Street, Suite 202
Hendersonville, North Carolina 28792
Dear Mr. Riddle:
Subject: Request for a List of Federally Protected Species in Jackson County, North Carolina
On March 18, 2003, we received a letter from you dated May 1, 2003, in which you requested
the subject species list and provided a site location map for an undescribed project. The
following comments are provided in accordance with the Migratory Bird Treaty Act (16 U.S.C.
703, et seq.); Section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C.
1531-1543) (Act); and the Fish and Wildlife Coordination Act (16 U.S.C. 661 et seq.).
Without detailed information about the biological resources in the project area, we can provide
little information regarding project impacts. Unless an area has been specifically surveyed for
listed species or no appropriate habitat exists, a survey should be conducted to ensure that these
resources are not inadvertently lost. Enclosed is a list of federally endangered and threatened
species and federal species of concern for Jackson County. In accordance with the Act, it is the
responsibility of the appropriate federal agency or its designated representative to review its
activities or programs and to identify any such activities or programs that may affect endangered
or threatened species or their habitats. If it is determined that the proposed activity may
adversely affect any species federally listed as endangered or threatened, formal consultation with
this office must be initiated. Please note that federal species of concern are not legally protected
under the Act and are not subject to any of its provisions, including Section 7, unless they are
formally proposed or listed as endangered or threatened. We are including these species in our
response to give you advance notification and to request your assistance in protecting them.
The map accompanying your letter shows that the project area includes a long segment of Fowler
Creek, a tributary to the Chattooga River. We are concerned with any construction that could
result in impacts to Fowler Creek or its tributaries, particularly the removal of riparian vegetation
or construction that allows sediment to enter the stream channel. Efforts should be made for all
construction to be conducted as far from creeks and wetlands as possible and to ensure that
sediment-laden runoff does not enter the creek. All wetland/stream crossings should be made
perpendicular to the stream, and spanning structures should be used rather than culverts.
Wetland/stream buffers (a minimum of 100 feet on perennial streams and 50 feet on intermittent
streams) should be maintained throughout the project area. Any Clean Water Act 404/401 permit
application should clearly show why impacts are unavoidable and how impacts that are
unavoidable have been minimized. Unavoidable impacts will require mitigation.
If you have any questions or concerns, please contact Mr. Allen Ratzlaff of our staff at
828/258-3939, Ext. 229. In any future correspondence concerning this project, please reference
our Log Number 4-2-03-192.
Sincerely,
Brian P. Cole
State Supervisor
Enclosure
ENDANGERED, THREATENED, AND CANDIDATE SPECIES AND FEDERAL
SPECIES OF CONCERN, JACKSON COUNTY, NORTH CAROLINA
This list was adapted from the North Carolina Natural Heritage Program's County Species List. It is a
listing, for Jackson County, of North Carolina's federally listed and proposed endangered, threatened,
and candidate species and Federal species of concern (for a complete list of rare species in the state,
please contact the North Carolina Natural Heritage Program). The information in this list is compiled
from a variety of sources, including field surveys, museums and herbaria, literature, and personal
communications. The North Carolina Natural Heritage Program's database is dynamic, with new records
being added and old records being revised as new information is received. Please note that this list
cannot be considered a definitive record of listed species and Federal species of concern, and it should
not be considered a substitute for field surveys.
Critical habitat: Critical habitat is noted, with a description, for the counties where it is designated or
proposed.
Aquatic species: Fishes and aquatic invertebrates are noted for counties where they are known to occur.
However, projects may have effects on downstream aquatic systems in adjacent
counties.
COMMON NAME SCIENTIFIC NAME STATUS
JACKSON COUNTY
Critical Habitat Designation: Appalachian elktoe, Alasmidonta raveneliana - The
main stem of the Tuckasegee River (Little Tennessee River system), from the N.C. State
Route 1002 Bridge in Cullowhee, Jackson County, North Carolina, downstream to the
N.C. Highway 19 Bridge, north of Bryson City, Swain County, North Carolina.
Within these areas, the primary constituent elements include: (i) Permanent, flowing,
cool, clean water; (ii) Geomorphically stable stream channels and banks; (iii) Pool, riffle,
and run sequences within the channel; (iv) Stable sand, gravel, cobble, boulder, and
bedrock substrates with no more than low amounts of fine sediment; (v) Moderate to
high stream gradient; (vi) Periodic natural flooding; and (vii) Fish hosts, with adequate
living, foraging, and spawning areas for them.
Vertebrates
Southern Appalachian saw-whet owl
Green salamander
Rosyside dace
Hellbender
Wounded darter
Carolina northern flying squirrel
Southern Appalachian red crossbill
"Sicklefin" redhorse
Indiana bat
Southern Appalachian woodrat
Southern Appalachian black-capped
chickadee
Olive darter
Aegolius acadicus FSC
Aneides aeneus FSC
Clinostomus funduloides ssp. 1 FSC
Cryptobranchus alleganiensis FSC
Etheostoma vulneratum FSC
Glaucomys sabrinus coloratus Endangered
Loxia curvirostra FSC
Moxostoma sp. 1 FSC
Myotis sodalis Endangered
(winter records)
Neotoma floridana haematoreia FSC
Poecile atricapillus practicus FSC
Percina sguamata FSC
January 29, 2003 Page I of 3
COMMON NAME SCIENTIFIC NAME STATUS
Northern pine snake Pituophis melanoleucus melanoleucus FSC
Southern Appalachian yellow-bellied Sphyrapicus varius appalaciensis FSC
sapsucker
Appalachian Bewick's wren Thryomanes bewickii altus FSC
Invertebrates
Appalachian elktoe Alasmidonta raveneliana Endangered
French Broad crayfish Cambarus reburrus FSC
Whitewater crayfish ostracod Dactyloctythere prinsi FSC
Tawny crescent butterfly Phycoides batesii maconensis FSC
Diana fritillary butterfly Speyeria dana FSC
Vascular Plants
Fraser fir Abies fraseri FSC
Mountain bittercress Cardamine clematitis FSC
Radford's sedge Carex radfordii FSC
Cuthbert's turtlehead Chelone cuthbertii FSC
Tall larkspur Delphinium exaltatum FSC
Glade spurge Euphorbia purpurea FSC
Swamp pink Helonias bullata Threatened
Gorge filmy fern Hymenophyllum tayloriae FSC
Small whorled pogonia Isotria medeoloides Threatened
Butternut Juglans cinerea FSC
Fraser's loosestrife Lysimachia fraseri FSC
Sweet pinesap Monotropsis odorata FSC
Torrey's mountain-mint Pycnanthemum torrei FSC*
Carolina saxifrage Sax ifraga caroliniana FSC
Divided-leaf ragwort Senecio millefolium FSC
Mountain catchfly Silene ovata FSC
Granite dome goldenrod Solidago simulans FSC
Mountain thaspium Thaspium pinnatifidum FSC*
Lobed barren-strawberry Waldsteinia lobata FSC*
Nonvascular Plants
Gorge moss Bryocrumia vivicolor FSC
Rock gnome lichen Gymnoderma lineare Endangered
A liverwort Plagiochila sullivantii var. spinigera FSC
A liverwort Plagiochila sullivantii var. sullivantii FSC
A liverwort Plagiochila virginica var. caroliniana FSC
A liverwort Sphenolobopsis pearsonii FSC
KEY:
Status Definition
Endangered A taxon "in danger of extinction throughout all or a significant portion of its range."
Threatened A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of i ts range."
January 29, 2003 Page 2 of 3
FSC A Federal species of concern--a species that may or may not be listed in the future (formerly
C2 candidate species or species under consideration for listing for which there is insufficient
information to support listing).
Species with 1, 2, 3, or 4 asterisks behind them indicate historic, obscure, or incidental records.
*Historic record - the species was last observed in the county more than 50 years ago.
**Obscure record - the date and/or location of observation is uncertain.
***Incidental/migrant record - the species was observed outside of its normal range or habitat.
****Historic record - obscure and incidental record.
January 29, 2003 Page 3 of 3
VICINITY MAP 4
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TBI.EFAX [phone] s
Revised ~ebruar 19 2003 Y , v~ POSP OFFICE BOX 14247
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u~ y s, i~ y~ PHASEI
3RF5b~ Jy" INSTALL B WIDE TEMPORARYEARTHBERM
<yi~~ AS SHOWN IN DETAIL "A"
TOP OF BERM SHALL BE BUILT A MINIhiIIM
x OF 2' ABOVE THE TOP OF T'HE DIVERSION PIPE. REMOVE BERM WBEDT PHASE I IS COMPLETE
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INSTALL 6' WIDE TEMPORARY EARTH <i r/ TEMPORARY CREEK ~"y"'. DIVERSION PIPE FROM SwG .-i
BERM AS SHOWN IN DETAIL "A" ` LOT 6 ~ ~ PHASE I SHALL BE ~ REUSED IN PHASE II ~~y6'~"`~ ~,w..
REMOVE BERM WHEN PHASE I IS COMPLETE ' ,1 n - 50 Downstream from Section E - ~ ~
Be in Phase " "
g II „ ,f End Phase I Phase I I9r ~ 10 oS ~ cc z ~ c~
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200' 150' y~, . 250' - " ~"4 _.a z z - ~ p ~ EXISTING STREAM ~ , .
•,~x. . 250' / : t s:..,~i,,<.~i>,.::,.r.... ~ n _ ~
Section A 150 EAST OF STONE;DAM SECTION ° _ • J G ?r
n n ~ >s ~ , End Phase II ~ ~ ' y. a~~ 0
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INSTALL 6' WIDE TEMPORARY EARTH ~ „ a o ase 9.. ~ ~
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REMOVE BERM WHEN PHASE II IS COMPLETE a ~ A>w a+y ' " r n,/ SECTION "F" EXISTING STREAM LOT 3
` LIlvIITS OF TEMPORARY V ,r;<«°
SETT . / CEMENT BASIN • • So' ` < iiy
,5s a ~ rt . ~ PHASE I
ECTION E „ ,,,„1, .,:~v_ _ • • SECTION ^D" ~ ~ STALL TEMPORARY SIDE STREAM DIVERSION PII'E
, s ~ .;a; TEMPORARY S@E STREAM DIVERSION PIPE F ,
' ~ ~ ~ ` ROM PHASE I SHALL BE REUSED IN PHASE II H
i=~:. PROIECTBENCIiMARK t
TOP 1.5' ST NE »W ~D 0 DAM ua Elevation = 3354' ~ a ..;3
~~~~~~,yl~~~ ~ ~ ase ~u~L~~ M,. S V ~r
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TEMPORARY STONE SILT SCREEN ~ _ `3 _ - ss+4 O ~ bP ~ o z ~3 ~ U
TOP ELEVATION = 3352' 150' ~ ~f U ~ LOT 5 a
w SEE DETAIL "A-A" 170' ' san ssm ,,:~yw~ - t ~ ~ rr~~, ~J ;F`~ "1 W
~ Q J N 0 ~ ~y
PHASE II ~ „v y. y LIMITS OF TEMPORARY ~ SECTION "B" ~t::,. o,,, = µ.5 C? ~ U ~ ~ _ ~
ase Y,1 - ~ *~~1~ s` SETTLEMENT BASIN Z w w,,Y
x' PHASE II s r:: ' l o wa er = k eva lon ~
- INSTALL TEMPORARY SIDE STREAM DNERSION PIPE i~ q w F - s End Phase II 0 z
. , RELOCATED FROM PHASE ~ " „ - ' ~~w:. ( IN PHASE II echon A -150 EAST OF STONE DAM - ~~M~;. • • ~,s ~
~ a.ax m 'fix ~ a x Legend w ,,,J
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40 zaa ~ ~ R/t~r 4 J °''u'~:W:
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EXISTING STREAM x a ; s M INDEX CONTOUR 334e (NATURAL BoTTOMD
F-5 IN7 ERhdEDIATE CONTOUR (NATURAL B OTTOM)
a CI Cf, so A >
GOR a TOP OF SELT ELEVATION
SPECIAL NOTES: GE > 7i W rd CA 0
1) Contractor shall be responsible for the offsite disposal of all silt, earth, stumps and debris. ~ ~ ttt Gl
2) Contractor shall be responsible for restoration or replacement of roads, roadbeds,vegetahon or other items ;destroyed or damaged throughout project during construction. APPROXIMATE BOTTOMEDGE tf~ PROPOSED PHASE I EXCAVATION
40'R/W o
E TEMPORARY STREAM f
Contractor shall ingress and egress Lake Chattooga exclusively through 25'temPow' construction easement shown. D TVFTtSION PIPE ,).or •91
4 No excavation shall be formed within 150' of per existing stone dam. . WIDE T~ORARY
5) Installed Temporary creek diversion pipe shall at no time not exceed a seven 0. % grade.t a LOT 7 EARTH DAM
6) Temporary stone silt dam shown on sheet 3, phase II, must be installed before construction of phase one begins.
k. ! ' TEMPORARY REVISIONS STONE FENCE
PHASE I - INSTRUCTIONS . , ~ TEMPORARY STONE Revised February 19, 2003 ~t Y" SETTLEMENT BASIN
a or x. Revised Marc
1) Contractor shall drain lake use of fl ate and outlet pipe i by flap g in existing stone dam l~ h 5, 2003
2) Contractor shall construct temporary silt screen per detai " " p 1 A-A at location shown on SHEET 3 , PHASE II, BETWEEN EXISTING 3 Re vised April 11, 2003
ECT PRO STONE DAM AND BERM AT SECTION VOLUME B E CALCULATIONS ~~A3 Contractor shall construct temporary 6 wide earth berm per detail A as shown at section "J".
'v" "'evn xw
4) Contractor shall install temporary creek diversion
Phase I Volumes allowmcontra eS pipe as shown g wows unobstructed flow of howler Creek. 5) Contractor shall construct temporary 6' wide earth berm per d "A"
Total Volume Silt (tap silt/Existing Bottom) = 2' yd 545c pe detail as shown at Phase Line near section "E". } o. „
Total Volume Excavation(Existin Bottom - ) Contractor shall complete excavation of Phase I as shown. CON g /Proposed 2 Bottom) - 2,73ocyd 6 TRACTOR SHALL REMOVE ALL EXISTING SILT/SPOIL FROM LAKE BOTTOM .00 COM
IN ACCORDANCE WITH CROSS SECTIONS AS SHOWN ON SHEET 4 Phase I Total Volume (top silt/proposed 2' bottom) = 5,275cyd '
A MINIMUM SIDE SLOPE OF 3h:Iv SHALL BE MAINTAINED THROUGHOUT ENTIRE PROJECT. t y N
7) Contractor shall remove temporary creek diversion throughout pipe Phase I and shall reuse where possible for Phase II. Prepared By Drawn By
Phase II Volumes 8) Contractor shall remove earth bean at section "J". GMF GMF
Iota Volume of Silt = 8,245cyd PHASE H - INSTRUCTIONS q
ryy;:8 Y a,o•
Phase I II & Volumes 1 Contractor shall install temporary creek diversion as shown pipe allowing for continuous unobstructed flow of Fowler Creek. f s•v Scale Approved By
Total Area (inside waterline) - 4.82 acres 2 Contractor shall complete excavation of Phase II as shown. CONTRACTOR SHALL REMOVE ALL EXISTING SILT/SPOIL FROM LAKE I"=60'
Total Volume of Silt (ENTIRE LAKE) =13,151 cyd BOTTOM IN ACCORDANCE WITH CROSS SECTIONS AS SHOWN TOM Project Number
ON SHEET 4. 60 0 60 120 180
A MINIMUM SIDESLOPE OF 3h: Iv SHALL BE MAINTAINED Total Volume Phase IExcavation = 5,275 d THROUGHOUT ENTIRE PROJECT.
Total Volume Phase I Excavation = 8,245cyd Contractor shall remove all temporary earth berms silt screens and all temporary creek diversion pi and equipment upon completion o pipe of excavation.
7) Contractor shall close flap gate on outlet in stone dam pipe allowing Chattooga Lake to return to its normal water level upon completion of excavation. MAU Date September 03, 2002
yd Scale: V = 60'
SHEET OF 4

`A..
PHASE I -INSTRUCTIONS ~~ij:~.. ~~,=A x%~ H
1) Contractor shall drain lake by use of flap gate and outlet pipe in existing stone dam
:3
~ 2 Contractor sh • " all construct temporary silt screen per detail A-A at location shown on SHEET 3 ,PHASE H, BETWEEN EXISTING v~y
STONE DAM AND BERM AT " " SECTION A . 3 tt~ t ~q
3 Contractor sh ' ~ ~ SPECIAL NOTES: all construct temporary 6 wide earth berm per detail A as shown at section J". 3y;~ C i..
4) Contractor shall install temporary creek diversion pipe as shown allowing continuous unobstructed flow of Fowler Creek. 1) Contractor shall be responsible for the "offsite" disposal of all silt, earth, stumps and debris. a";, ;L' j
5 Contractor shall construct tem 6' wide earth berme • " " " 2 Contr r porary p r detail A as shown at Phase Line near section E . ) acto shall be responsible for restoration or replacement of roads, roadbeds,ve etation or other items g V1 ~Lller IteYns e..q.~.•
6 j Contractor shall complete excavation of Phase I as shown. CONTRACTOR SHALL REMOVE ALL EXISTING SILT~SPOIL FROM LAKE BOTTOM destroyed or damaged throughout project during construction.
IN ACCORDANCE WTfH CROSS SECTIONS AS SHOWN ON SHEET 4. 3 Contractor shall in ess and e L ' gr greys ake Chattooga exclusively through 25 temporary construction easemer uction easement shown.
A 1VQNIMUM SIDE SLOPE OF 3h:Iv SHALL BE MAINTAINED THROUGHOUT ENTIRE PROJECT . 4) No excavation shall be performed within 154' of existin stone dam.
g 7 Contractor shall remove tem or creek 'v r i n i hr ~ p ary di e s o p pe t oughout Phase I and shall reuse where possible for Phase II. 5) Installed Temporary creek diversion pipe shall at no tune not exceed a seven 0.7 /o ode. INSTALL 6' WIDE TEMPORARY EARTH BERM
~ ) 8 Contractor shall remove earth berm at section "J".
6) Temporary stone silt dam shown on sheet 3, phase H, must be installed before construction of hose one be p P f hase one be ~ AS SHOWN IN DETAIL "A" p ~
f G
PHASE II -INSTRUCTIONS TOP OF BERM SHALL BE BUILT A MINMTM
I Contractor shall install tem or p ary creek diversion pipe as shown allowing for continuous unobstructed flow of Fowler Creek. OF 2' ABOVE THE TOP OF THE DIVERSION PIPE tt n REM BE ? ?
2) Contractor shall coin fete excavation of Phase II as shown. CONTRACTOR SHALL REMOVE ALL EXISTING SILT/SPOIL FROM LAKE BOTTOM P OVE RM WHEN PHASE I IS COMPLETE
IN ACCORDANCE WITH CROSS SECTIONS AS SHOWN ON SHEET 4. CONSULTING BV(~RS
A NQNIMUM SIDESLOPE OF 3h:ly SHALL BE MAINTAINED THROUGHOUT ENTIRE PROJECT. 329 COMMERCIAL DRIVE
STONE SILK 6) Contractor shall remove all temporary earth berms, silt screens and all temporary creek diversion pipe and equipment upon completion of excavation. TONE SILT SCREEN ~ OFFICE 912 354-4826 ( )
MINIMUM ELEVATION TELEFAX [phone] PHASEI =3354'
7}Contractor shall close flap gate on outlet pipe in stone dam allowing Chattooga Lake to return to its normal water level upon completion of excavation. MINIMUM RT ~uM PHASEII=3351' POST OFFICE BOX 14247
SAVANNAH, GEORGIA 31418-1247
# 57 STONE
RIP RAP •a ~ LOT l
1 ~ ~
M G sTI~E~BOTIO ~ .
LOT 2 NATO' ~
~ ~.la GJ
~ >~M LOT 3 ~ tdu~n~M ~
s
NOT TO SCALE NOT TO SCALE nn,, V
V x.
'J ti END of
ROCK FALLS
v • ,~0
11 IN TAL 4 EMP L 8 T ORARY ~ D CREE IVERSI P 5~
ON IPE 45 Cs a
~ J3s2u
PHA E I
~ 3
u ~v4~ \
a r ~ fiks
rr rr owns cam om ec lon - ~ 3?5
4Q tSY 33
?h ~
e in "'<a ~ ao
n rr rr rr
ase n ase ~~~Y'~~ .,%+i'~~`~'. t.61 335 w.C . O
~
:.P , o. :)3^~''~~,. ~ ~ ~ ` /"1111 1230 ~ P' o 4;. 'f...>. M ; ~.V
~a~,. ~ ~a,~' ~ ~E dv,...;;3:A, a 4vim,.:c);xY~'cFf, ~ .<~ry::, me ~~e`~.~,. z~~ ~~~:,.~k>.: , , 3352 P~ • ?3 3351 .32 ~
/+f ~ 3352 3352.87 Q • I ~ ~ 1.11 ~ 752 O •!Y Q~1
V
t~ .y;,;, ,.~v,t. 90 7750.78 ~<«f ~sx~ I F : C;Fzt< ' S2 73?S2, 50 9 .12 2 3332.14 3 JJS ~ ~ F+-1
't s~ t Ji `0 . CL+ C~ 35235 3 0 0
l? a ~ 3333.37 39 33 }3 .98 ,761 + i 335 `~0 352 ~ ~ 1' W G., Z ~y ~ ~ 3371,16 1 ~ ) i5 335092 3351 + 335321 I - x]7512 ? ~'7
fiU•:•i:- 7353.46 ~1 V o> Y~'~ ~ o ~3 N
war, ~ S t 333 3352. ~33 33 2.64 • ~ ~;a~~ F+~1 . ' ' BanT sI1Et.TER w
,.,:2LL:%Q:~GY t I ...K3_.:f 2.61 I ,~}5„',^r: I 1 1"1 ` v x
u. g z yr.?: aFr ~
.::ay5<i1;53<:1X,;'~is::i$a`il%x•.~uS~i;;~ 1G/1 3 ~ J .60 3349,91 51 ?;%E'g,a .:::o::!. 1. U
w 'rcS;...„'>.: ~J ``0 , 53.89 ..:..,x '1)J .:ta~'~''"3: ~z~~~~~K~~ ~Y,:.,~ r SECTION 11H,1 g:
3vi-"ix"~NSazf'~. 9.63 33 l 3351. :::::''h''bx- x.~ ) yy, EXISTING STREAM tt N^
• ~ SO II IIM , t<,,
. ~ SECTION G 3353. 7 ]353.60 1 I 7 33 1 ~ , ' . .
J z ~ ;::,fir 4 ~ . ~::.is~ ~ « '
335 - ' PHASE 2 ~ ; PHASE I r n.& ~F~
3 7 335 335E ~ 33 .45 I 50,87 3330.71 30.40 3 9/ 3 1.13 'y',
35 xASE I Erin INSTALL TEMP I 0 7753. ORARY S DE CRY SIDE STREAM DIVERSION PIPE g
DNER3IONPIPE w A8 . . 3350.98 3351.17 7750.16 - 335011 335030 3350.47 3350.680 3351.6% . 1 349. 7348.55 ~ 3352.3 k
I TEMPORARY SIDE STREAK F M E STREAM DIVERSION PIPE R4

3350.14 5 I ~ ~ PHASE I SHALL BE REL 33 0.80 7751.54 3749.17 I .tV~. L BE REUSED IN PHASE II ~
3349.b4 I
7 3348%1 1 348.5 3348.09 3N8.60 - 3350.] .62 33 3349.47 41 3 s'3%~''
4B i ~~ri~, , LOT 3 LOT 10
i lr 11 ..esE>~~ss: SECTION F .<< 3347.81 3347.47 .734 1 347.D4 :,x137s°,•
I 348 ~jh ,.::.L 7 n: ~"i
i~ ~ ¢ i::
3349.90 3347. 3348 ~ , 334839 e-:~~~" :._.:.aka;:;.a~<.:.y~.y~iuaF;~,est~...U:~~'yfa'..s2~~,3~: z ~ U
,<~~k~ ~ J
EXISTING STREAM . .86 ' ~ ` 1 o ~
~ U Z
11 11 "~'"w~ x
SECTION E yx r hx ir' x14~<:<..vsF k ; , N
~~;4., ~
..~=~~:a~~~~.y~ PHASE I EARTH BERN b,. ~~,,,y E~si~~ CH BERM Sri. 'w'° . z ~
f , ~ ~ w INSTALL 6' WIDE TEMP RAR EARTH ud,,, ~2 0 Y a~iirtx~ ~ a.
R.:t...u S a x x
BERM AS SHOWN IN DETAIL A M MINIMUM wmTx=6' 3:1 SLOPE W M WmTH 6'
k,~ 'a MA7UMMI7M 3:1 SLOPE x MINIMUM 2' ABOVE TOP OF PIl'E ~ `ho `J J1 V z. ~ v
REMOVE BERM WHEN PHASE II IS COMPLETE U
w LOT 5 W
EARTH BERM i BERM •`~~,p '`~:Jy.
EKDN P~E .;xG~ g,RSI~N } DIV oTlo~l ~
y CRE CggEK sIxEAMB NATURAL
~ nu" T~pORAR
7V E r--,
L~1 K'10~x MAMMM CMADE =0.7% r - a Ba 50r awns ream from Section A GRADE =o.7% Top water Elevation 3354'
Nksl' y~~a
Begin Phase "H" n Phase "I" F-2 L ~ aY%Ya
,'3n
PROJECT VOLUME CALCUL,4 ti -CULATIONS Legend
a
Phase Volumes a EDGE OF WATER REVISIONS
A~ C„ 1 Total Volume Silt to sil xi tm' y ( p tB s g Bottom) = 2,545cyd
i Total V olume Excavation(Existmg Bottom,/Proposed 2 Bott+ Revised February 19, 2003 sad 2 Bottom) 2,730cyd INDEX CONTOUR (NATURAL BOTTOM)
3346
Phase I Total Volume (top silt/proposed 2 bottom ) Revised March 5 2003 n) = 5,275cyd '
(NATURAL Revised April 11, 2003 BOTTOM) M} INTERMEDIATE CONTOUR
'K~Y ' f T* y~ T Y~
f r Phase 11 Volumes F. >'t
ti ro~ V wA`~ Total Volume of Silt = $,245cyd
TOP OF SILT ELEVATION 3347.80
,off ~x Phase Volumes
Total Area (inside waterline) z = 4.$2 acres
z Total Volume of Silt ENTIRE LAKE ~ APPROXIMATE BOTTOM EDGE OF Prepared BY Drawn By = 13,151cyd PROPOSED PHASE I EXCAVATION GMF
F GMF
T otal Volume Phase I Excavation I s? = 5,275cyd
Total Volume Phase I Excavation TEMPORARY STREAM _ $ 245c d `y
y DIVERSION PIPE DP Scale Approved By
d % y Total Volume Phase I & II Excavation ion = 13 520cyd 1M=3Q'
§ i Min 6' WIDE TEMPORARY Pro ect Number
EARTH DAM
_ ~ uc34 j. ttyrx~~ F 11mf>w=
Date
jp, September 18, 2002
O 30 0 30 i - . F 4 TEMPORARY 30 60 90 ?
a. STONE FENCE
A LOT 7 G
r Scale - 0 f . 11- 2 F 4
.r ET TEMPORARY STONE E~ 1171V~~;~~xf .K~
SETTLEMENT BASIN
a

'
if
s BERM _ EARTH ' f
L PHASE I INSTRUCTIONS
I 1) Contractor shall drain lake by use of flap gate and outlet pipe in existing stone dam
" " " EN EXISTING 2) Contractor shall construct temporary silt screen per detail A-A at location shown on SHEET 3 , PHASE II, BETWE
Mnxn4lvM 3:~ sto» STONE DAM AND BERM AT SECTION "A". ~ w>DTii=6, G V 8
3 Contractor shall construct tem 6' wide earth berm er detail "A" as shown at section "J". Mn~rn~t[IM z' aBOVETOeorP~ Po~Y P 2' ABOVETOP OF PIPB ~ ~
aw er Creek uM 3:1 si.oe~ 4) Contractor shall install temporary creek diversion pipe as shown allowing continuous unobstructed flow of F 1 ec ion m rom owns rea
struct tem or 6' wide earth berm er detail "A" as shown at Phase Line near section "E". 5) Contractor shall con p ary p ~ EARTH BERM 'tY
TING SILT/SPOIL FROM LAKE BOTTOM • I~ t". '1 LOT 4 e in ase
6) Contractor shall complete excavation of Phase I as shown. CONTRACTOR SHALL REMOVE ALL EXIS ION PIPE oM o ase n
IN ACCORDANCE WITH CROSS SECTIONS AS SHOWN ON SHEET 4. DIVERS Bo~T Y CREEK s~~
A 1vQNIMUM SIDE SLOPE OF 3h:ly SHALL BE MAINTAINED THROUGHOUT ENTIRE PROJECT . MPORAR ; aTL~ 48 TE
7) Contractor shall remove temporary creek diversion pipe throughout Phase I and shall reuse where possible for Phase II.
move earth berm at section "J", _ . 8) Contractor shall re ~o~ MaxihiuM cxanE os i. ~o i PHASE ff
3 TEMP RARI~ EARTH ?
~S PHASE II -INSTRUCTIONS APT INSTALL 6 WIDE 0 ? `<1 {rA{,
e flow of Fowler Creek. BERM AS SHOWN IN DETAIL ~
1) Contractor shall install temporary creek diversion pipe as shown allowing for continuous unobstruct d tt t` ) 329 COMMERCIAL DRIVE REMOVE BERM WHEN PHASE II IS COMPLETE LOT 3
2 Contractor shall complete excavation of Phase II as shown. CONTRACTOR SHALL REMOVE ALL EXISTING SILT/SPOIL FROM LAKE BOTTOM OFFICE [phone]
IN ACCORDANCE WITH CROSS SECTIONS AS SHOWN ON SHEET 4. a ~ TELEFAX [phone] :F l :
A IV[Ir1IMUM SIDESLOPE OF 3h: lv SHALL BE MAINTAINED THROUGHOUT ENTIRE PROJECT. INSTALL 48" TEMPORARY CREEK DIVERSION PIPE z :~,a~ POST OFFICE BOX 14247
6) Contractor shall remove all temporary earth berms, silt screens and all temporary creek diversion pipe and eQuipment upon completion of excavation. g E II 3~ } SAVANNAS, GEORGIA
Contractor shall close fla ate on outlet i e in stone dam aliowin Chattoo a Lake to return to its normal water level upon completion of excavation. ~f (RELOCATED FROM PHASE I} IN PHAS ~ Pg PP 8 8 } 91418-1247 ~ ~s J
PHASE II BEGIlv
DIVERSION PIPE '
M~' • . '1113. 33 3
Xt'~' '
3352
• fr ~r - ~ 335 A9 3Ah4 ! 3 ~ ~70 3350 3 33 37 33 St.78 7 ~
ec 101 - .,~~ati a . ,h<:~*^ 33gO u+
~ff~ 7 33101] 771630 3310.47 3350.bsa - 331L68 3730.7 .~YMf 7347.6 7 33 3749 .7T 731096 }31117
11 ~Se : '1~ 7310.16 ~{~Q

NO EXCAVATION SHALL BE PERFORMED 3750.14 3349. 3350A3 l 33508D 3351.14 t 3310.53 3 334 3 3349,60
WEST OF SECTION "A" PHASE II ^J r~~ ~p Y C
11i1Y11 0 3311.q 7348.09 3148 33W.1 ~ 7 3350 3348.7 3348A3 3349 T 334918 3 9.30 7 7S
OUTLET AND FLAP GATE SHALL REMAIN (7 3346 ~ ~ i ~
OPEN THROUGHOUT PROJECT ~ ~s,~` DIV~~ PIP
Q ~ 335033 33448.17 3347.84 3347.n { 347.04 a 3349A9 734109 3318. . g
LOT 6 PHASE II
INSTALL 6' WIDE TEMPORARY EARTH ' 11 11 3 3 124 0 ~ 3346 4839 0 33459( } ,7a 3346.14 334928 3 73 A6 }7!9,11 3}49.80 7317. 33
BERM AS SHOWN IN DETAIL A
PHASE I ETE ~ 52 REMOVE BERM WHEN PHASE II IS COMPL R
335 3348. 3 7.85 3 TEMPORARY STONE SILT SCREEN S.M 3347.43 7347 3316.79 3350.69 3 3151.4i~-^~^'~"~~ ~
334 331272 rl 11 ' <^3:e~~`:~..
REMOVE WHEN PHASE II IS COMPLETE ~ 3 334 _ 331958 331996 37 334718 33 33 ti SECTION E :...,,:~~~s~~~~~~a..
T EL ATIO = 3352' 3344 OP EV N q h-~ „ ~
a..' . ,.,,..:;~2~ ~ SEE ~ETl liiJ "A_Ati 33Q4.43 33K39 3345,61 3 84 3 .ll 33 3 O 34 ~ 3343.94 33 S6 7 3 .43 3346.82
U SECTION D
:~ti 3342.63 342.83 334358 3345. 374 91 331 3 .41 7 19 350. 3. :.„<.,~~p~:Q,Sar'~~~8._ 3 19 3346 ~ 3747.fi6 ~2>w ~ 3
is 3 h~ 32 r``~~:. :'F`n 'r4 z 3~ ~ ~
2 3 230 3341.&2 334331 43.92 3347. ~3$n 3 37 '37 77465, 3146.4, :14d 3311 ~:.J~' ~ ~ o
3 .1 335 K~~~ ~ x
34 `~S PROJECT BENCHMARK k 3747.,6 ~ o
3345,48 3313A9 3 Ok 334313 31357 330.3.fi2 3 .00 3343,20 3347. 3330.51 33 3 711 3316.13 344 33 22 s n r 1 144 `3 ' wr : 3346.37 33KU 79 334633 50. f 3338 Qy c ~ w ~ o x
TOP LS' STONE DAM 3342 PHASE lIEND - 33 ~ as F
3 f ~ ~ DIVERSION PIPE ~ 334 334401 334396 3343.82 334172 4 73 7348 ~ 77l 3 61 l3 . 1 Elevation 3354 334 4T 334393 1341.16 ~l-ti2:2 ~ 71438 3343.01 3347.01 1.46 33 .70 35 71 l3 . 1 3345.57
w a z
: 33,2.49 48" TEMPORARY CREEK ~i _ z ~ - M. 3345.40 3348 4 71}3D 0 73414D 71 33 ec lon
374438 3H.53 3343.91 J344.M 3 .9 3 330666 1 21 7 5.76 3343.40 47 3344.56 37 734P Z91 374261 334194 774293 3H7.97 Apn 346 m rom owns ea w
FOWLE 70 TE ~1P0p~~ U i~ r~ x
w ~ ~ DI ERSION PIPE ' `~tt CREEK (tl .P Bl 331262 ~ 334251 3342.66 1341.46 3345.48 33M.75 3743.58 3343,92 ~K~+ 3344. 3745.70 31629 334353 334524 1 . 3742.v4 3312 '`lr c>z o D Eg 334524 33 3344.46 33M.64 334. 9 ase in ase n o e a
33 1 h ~E 4 RSIO ~ U rl
s - 33M.N 734431 .1 3346,19 3345.71 3 3.14 ]3M19 ~ 4 s~ )344,79 334437 73MA7 3745.76tT~, 334610 748 ~`~>4~
- 3343.47 3344,03 7343.86 33M.11 7146.61 3 7JM.82 J a °v~: \'s.
3342.11 3 x~ F - 3 ~z,. Aa 3314.9{ 731438 334117 334537 3346.62 3347.80 / Q 35 ~~~~;v3a
33 334703 3349.06 334733 3344.83 3344.6? 33N.93 3343.7 334524 31/4.9{ 33 ' 331 44 J~ Y
33S 3346 33
? 3 44 33aa o 33146 7 3340 3 ~ 46 67. 734519 334315 734531 .7 ~ 33146 3344.49 3344.57 390. 03 54 7T gp. ~:~~s :g.>..
`y~. 3354 348 352 3344
r,~.,.~.-~-~.--- ~ 2 ~O 3349.H3 7 3143.84 3343.69 3744.98 334412 3344. 141.92 . ~~<6; 741.92 ]J 3343.05 -
:^rs;, " y: V. t:,
15U
47. 3346.(7 3343.46 3344A4 334414 3 33l 331525 334125 46. ~ \ f.... j~
: o v
~ ':~Y 334599 334618 ji.~ '
F TEMP ~ x . , 3345 745.62 3 374399 LIMITS 0 ORARY ~~s .asr ~ ~ a, ~y ~
a 334861 154 fir.' ,y:
SETTLEMENT BASIN H 347.6, 3347.89 3 91 77,864 B h~ ~Y:
r o SECTION TOP ELEVATION = 3352 °~~'z~ ~3 E II PHAS ~ Z
~ 3352 1 33N.37 yl d . ,i S~ 33N.3S i'" ~ ~I
;i, _ ;.z 3 z E TREAM DIVERSION PIPE ~ U INSTALL TEMPORARY SID S
x , F - 8 ~ _ ~ ~ 3 fK
inn '.f: :~Y:~ ,gyp,, O i ROM ~ _
v.' Y?~n~. EMPORARY SIDE STREAM DIVERSION PIPE F ~ _ T ~
'~<~s° ^.p, , 3353.97 3353.97 3357.96 'S U Z c.! ~ PHASE I SHALL BE REUSED IN PHASE II x
ee lon ~ ~ „'~7'F ',,Ai FN ~:lx~ F.,
~ F_ ~ ~
.<t~,.s~ _ 335 4 w~ .k ?~3K~~~ ~ PHASE II a;
g~~~~ F 6 7 STS ~s;,. , Fs F - 7 tK 373295 &.~"~'..~'r 'yew n# V I
~~x 3.~ W
4.d n ~
SECTION C rr ~ U ~ V a C 4
;r, F M 3 X U
~t R: `r~,
:.TQy LL a1 7''.Aivy, - EXISTING STREAM
H: `'K. ~d ~Mffiw%
i

F- F-5
SPECIALNOTES:
r ible for the "offsite" dis oral fall sil a scum s and debris. 1}Contractor shall be espons p o t, arth, p
2) Contractor shall be responsible for restoration or replacement of roads, roadbedsvegetation or other items x
destroyed or damaged throughout protect during construction. -maw
3) Contractor shall ingress and egress Lake Chattooga exclusively through 25 temporary construction easement shown. rA Top water Elevatiot vation 3354
4 No excavation shall be performed within 15W of existing stone dam. 'low Owl Legend
s y
5) Installed Temporary creek diversion Pipe shall at no time not exceed a seven (0.~ % grade. 1~ w REVISIONS
6) Temporary stone silt darn shown on sheet 3, phase II, must be installed before construction of phase one begins. EDGE OF WATER r'- . . ~
Revised February 19, 2003
60 y (NATURAL BOTTOM) Revised March 5, 2003
INDEX CONTOUR 3346
Revised Aril It, 2003
t 11 PROJECT VOLUME CALCULATIONS . . >s= DETAIL I A } N-A
4 INTERMEDIATE CONTOUR (NATURAL BOTTOM) ,x's x
r SCREEN
-Phase Volumes STONE SILT SCREEN y nENmIUMELEVAxtox TOP OF SILT ELEVATION 3347.80
Total Volume Silt to silt/Existing Bottom = 2 545c d AffAW PHASEI =3354' II=2'
Total Volume Excavation(Existing Bottom/Proposed 2' Bottom) = 2 730cYd"" °_2 PF wry PHASEII=3352'
Phase I Total Volume (top silt/proposed 2'bottom) 5,275cyd r k t„ Prepared By Draw By i
fa APPROXIMATE BOTTOM EDGE 0F GMF GMF
PROPOSED PHASE I EXCAVATION # 57 STONE
Phase 11 Volumes ky;
5TAEA BOTTOM
= Total Volume of Silt 8 245cyd NATEMPORARY STREAM DP DIVERSION PIPE Scale Approved By
1~=30'
~o Phase Volumes
Project Number 6' WIDE TEMPORARY
Total Area (inside waterline) = 4.82 acres s EARTH DAM
Total Volume of Silt (ENTIRE LAKE) =13,151cyd r TO SC, Date
September 18, 2002 P
= Total Volume Phase I Excavation 5,275cyd TEMPORARY
30 60 90 3o STONE FENCE
Volume Phase I Excavation = 8 245cyd 30 0 Total i
'u .
= Total Volume Phase I & H Excavation 13 520c Yd e _ 30' 'T'EMPORARY STONE SHEET3 OF t
Scale 1" _ I Ca e 1 SETTLEMENT BASIN, 9`. ,
9

i 1
3354 TOP WATER 3354
3352 3352 3354 TOP WATER 3354 C~SU.~ $
3350 3350 3352 ~ 3352 3350 329 COMMERCIAL DRNE
3348 3348 3350 OFFICE [phone]
3346 3346 3348 3348 TELEFAX [phone]
3344 TOP SILT 3344 3346 3346 POST OFFICE BOX 14247
3342 BOTTOM t 3342 3344 or siLT 3344 SAVANNAH, GEORGIA
3340 3340 3342 3342 31418-1247
3338 3338 3340 3340 3338
3336 3336 3338
0+00 0+25 0+50 0+75 1+00 1+25 3336 3336
E TION "A" SC -0+25 0+00 0+25 0+50 0+75 1+00 1+ZS 1+50 1+75
SECTION "B"
3354 TaP WATER 3354
3352 3352 a
3350 3350 3354 TOP WATER 3354 i~ 3352 ~ ~
3348 3348 3352 ~
3346 3346 3350 Tor stir 3350 ~
3344 ~orroM LnxB 3344 3348 3348 aoT M t,At~ ~
3342 3342 3346 3346 y~+ z 3344 d
3340 3340 3344 ~ ca o
3338 3338 3342 3342 ~ ~ z~~
0+00 0+25 0+50 0+~5 1+00 1+25 1+50 1+75 2+0(} 2+25 2+54 2+75 3344 3340 0 ~
SECTION "C" 0+04 0+25 0+50 0+75 1+00 1+25 ~ ~ yC a°, ~ O x
SECTION "D" ~ ~ a ~
0 0
w a z z
o zn
w
x
d
U
i
i
3354 TOP WATER 3354 3354 3352
3354 TOP WATER 3354 3354 TOP WATER 3354 3352 Tor sttT
3352 3352 3352 3352 3352 3350 3350
p Tor snT 3350 3350 ToP sit 3350 335 0 3350 o z 3348 3348
3348 3348 3348 3348 3348 3346 3346 W
3346 3346 3346 3346 3346 3344 3344 W
PROP05E BOTTOM 3344 3344 PROPOSID B TTOM 3344 3344 3344 0+00 0+25 0+50 z = U
3342 3342 3342 334 334 n rr ~ SECTION G +50 0
0+00 0+25 0+50 0+75 1+00 0+00 0+25 D+50 x
SECTION "F" SECTION E Z c U ~
x
~ ~
x ~ o
V z W 4~
~ ~ ~
~ x w ~
x
U ~ CL
U
V
3354 TOP WATER 3354
3354 TOP WATER 3354 3354 3352 TOP SELT 3352
3352 To sIIT 3352 3352 3350 B OM LAKE 3350
3354 TOP WATER 3354 3350 3354 3350 PRO 3348 murrow- 3348
3352 ToP sm 3352 PR 3348 BOTTOM 3348 3348 3346 3346
3350 3350 3346 3346 0+00 0+25 0+50 0+75
Bo o LAIC 3346 3348 3348 0+00 0+25 0+50 F50
PROPOSE 3346 0m 334b SECTION "J"
SECTION "I" 3344 3344 REVISIONS
0+00 0+25 0+50
Revised February 18, 2003
SECTION "H" 2003 Revised March 5,
i
Revised April 11, 2003
I'
Prepared By Drain By
GMF GMF
LEGEND
rr _ 10' Vv A ,
TERTICAL TOP SILT Scale Approved By AS SHOWN
NOTE: BOTTOM I-A
rr PHASE II Project Number
! 3 1 I! r - HORIZO RIZONTAL PROPOSED
EXCAVATE TO P-D f"POSED BOTTOM PHASE I 1 - BOTTOM LAKE V Date
PHASE I September 18, 2002
EXCAVATE TO " BOTTOM LAKE" PHASE 11
SHEET4 OF 4
f