HomeMy WebLinkAbout20021392 Ver 1_Complete File_20030602
<:
,~
/!)'Z- ~ [7J ~ G
0'3 / fl>"1
rn @ ~" ".
WETLANDS G:~G.r"i';~-;
. ~TcR ~~iT'( ~;:6:n'l
.....-.-.,...,..-...-.""", ';-~,-
~ North Carolina Wildlife Resources Commission 8
Charles R. Fullwood, Executive Director
MEMORANDUM
7
FROM:
L. Diane Long, 404 Coordinator
. ~~n~o~ent and Natural Resources
Danielle R. Pender, Pied~Regk>n Coordinator
Habitat Conservation Program
TO:
Subject:
18 December 2002
Public Notice for Mr. Randolph D. Fox, Fox Hill Farm, Orange County, North
Carolina, Neuse River Basin. Action ill No. 200221429
DATE:
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have
reviewed the subject document, and we are familiar with the habitat values of the area. Our
comments are provided in accordance with provisions of the Clean Water Act of 1977 (as
amended), the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-
667d), North Carolina General Statutes (G.S. 113-131 et seq.), and the North Carolina
Administrative Code 15A NCAC 101.0102.
The proposed project consists ofthe construction of a 9.4 acre pond and an access road,
which will result in impacts to 150 linear feet (If) of stream channel (Little Creek) associated
with the construction of an earthen dam, 1,600 lfofthe same stream channel resulting from
flooding, and 50 If of stream channel due to the construction of a bottomless arch culvert for the
road crossing. The proposed road crossing will occur within an unnamed tributary of Little
Creek. Impacts from pond construction will occur to Little Creek, which is a WS-IV NSW in the
Neuse River basin. Weare pleased that the applicant will use an arched culvert and minimize
stream impacts for the road crossing; however, no information on avoidance or mitigation for the
pond impacts was provided.
In the Eno River there are numerous records for the existence of rare species, including
the federal and state endangered dwarf wedge mussel (Alasmidonta heterodon), federal species of
concern and state endangered green floater (Lasmigona sub viridis) Atlantic pigtoe (Fusconaia
masoni), and yellow lampmussel (Lampsilis cariosa), federal species of concern and state
significantly rare pinewoods shiner (Lythnlnls matutinlls), state threatened triangle floater
(AlasmidOllla undulata), eastern lampmussel (Lampsilis radiata radiata), creeper (Strophitus
undulaws), and alewife floater (Anodonta implicata), and the state special conce.rn notched
rainbow (Villosa constricta).
We are concerned with the permanent impacts to Little Creek, and we are particularly
concerned about the listed species that are located downstream of the proposed project. Our
Mailing Address: Division of lnbnd Fisheries · 172\ Mail Service Center · Raleigh, NC 27699-\721
Telephone: (919) 733-3633 ext. 281 · E1X: (919) 715-7643
Page 2
18 December 2002
Fox Hill Farm
Action ID No. 200221429
preference would be that the stream on the project site not be impounded. Streams provide
important habitat and have inherent aesthetic, recreational, and educational value. Impounding
these aquatic resources will remove their natural functionality and will likely result in vegetation
shifts and water quality modification with concomitant changes in wildlife and fish species
compositions.
We do not feel that we can adequately review the permit without information on
avoidance, minimization, and mitigation and survey information for listed species. Please see the
survey recommendations below.
. We recommend that a mussel survey be conducted on the affected stream. The survey
_ _should be comprehensive, but especially target the species listed above. Aquatic surveys _
should be conducted within the proposed footprint ofthe affected area and 100 meters
upstream and 300 meters downstream from the proposed footprint of the affected area.
Surveys should be conducted by biologists with both state and federal endangered species
permits. Qualitative mussel sampling should be conducted by visual (snorkel, SCUBA,
or view scope) and tactile surveys and should be conducted during the period 1 April to
31 October. These surveys should be timed to provide catch-per-unit effort (CPUE).
Specimens should be documented for identification confirmation with color digital
photographs in JPEG format. The resource agencies should be provided a complete
compilation of the results of the survey. If species with federal protection status are
encountered, sampling activities should cease and findings should be immediately
reported to Dale Suiter of the US Fish and Wildlife Service (USFWS) at (919) 856-4520
and Judy Ratcliffe of the NCWRC at (919) 773-0276.
Should it be determined that listed species will not be directly impacted and an adequate
mitigation plan is provided, we recommend that the following conditions be incorporated into the
permit to reduce impacts to fish and wildlife resources.
1. We have concerns about the effects on downstream flows and aquatic habitat. We
recommend that flow releases maintain the natural, instream flow volumes downstream
ofthe dam.
2. Remaining wetlands and streams on the site should be protected from additional impacts
by placing them in a permanent conservation easement to prohibit filling, draining,
flooding, and excavation.
3. In order to minimize stream impacts, while retaining some measure of wildlife habitat,
we recommend a 100-foot undisturbed, native, forested buffer along perennial streams,
and a 50-foot buffer along intermittent streams and wetlands. Maintaining undisturbed,
forested buffers along these areas will minimize impacts to fish and wildlife resources,
water quality, aquatic habitat both within and downstream of the project area, and help
prevent the extirpation of endangered and threatened species. In addition, wide riparian
buffers are helpful in maintaining stability of stream banks and for treatment of pollutants
associated with urban stormwater. Whereas, a grassed buffer, particularly fescue, is a
vegetated buffer but will not provide the necessary and highly valuable functions as
discussed for forested buffers.
4. We recommend that a 4-6-foot wide littoral shelf, planted in native herbaceous aquatic
plants, be constructed along the edge of the pond to provide aquatic habitat. In addition,
Page 3
18 December 2002
Fox Hill Fann
Action ID No. 200221429
native trees and shrubs should be planted around the upper portion of the detention
structure to provide avian and terrestrial habitat and to reduce exposure ofthe water
surface to sunlight. The littoral shelf should provide increased areas for uptake of
nutrients by plants, as well as provide additional fish and wildlife habitat.
5. Stringent erosion control measures should be installed where soil is disturbed and
maintained until project completion. This is especially important in areas adjacent to
streams and wetlands. Temporary or permanent herbaceous vegetation should be planted
on all bare soil within 15 days of ground disturbing activities to provide long-term
erosion control. We encourage the applicant to utilize onsite vegetation and materials for
bank stabilization, to minimize the use of rip rap (or hard stabilization methods), and to
_maximize the use_ofnatiyesegetatiQnfor stabilization and shade. We_requesl111al _____~
matting along with vegetation be used to stabilize the side slopes adjacent to wetlands to
prevent soil erosion into these sensitive areas.
6. Concrete is toxic to aquatic life and should not be allowed to come in contact with
surface waters until cured.
Thank you for the opportunity to provide input in the early planning stages for this
project. Ifwe can be of further assistance, please contact our office at (919) 528-9886.
cc: Howard Hall, Dale Suiter, USFWS
John Dorney, DWQ
John Thomas, USACOE
Kathy Matthews, EP A
,
...
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
March 25, 2003
Mr. Randolph D. Fox
Fox Hill Farm
2726 Croasdaile Drive, Suite 201
Durham, North Carolina, 27705
Dear Mr. Fox:
Re: Pond and Road Construction, Orange County, North Carolina
DWa Project No. 02-1392; DOA Action 10 No. 200221429
Attached hereto is a copy of Certification No. 3414 issued to Mr. Randolph D. Fox, dated March 10,2003. This
approval is also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233).
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
AWK/cbk
Attachments
cc: U.S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWa, Raleigh Regional Office
File Copy
Central Files
Paul G. Wiesner, ECS, P.O. Box 12015, Research Triangle Park, NC, 27709
Randy Kirchof, 3601 Watkins Farm Road, Hillsborough, NC, 27278
021392
N. C. Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
(919) 733-7015
6.
Customer Service
1 800 623-7748
lI;'
..
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 Mr. Randolph D. Fox, resulting in the discharge of fill into 149 linear feet, flooding of 1,600 linear feet,
and placement of 50 liner feet of a bottomless arch culvert in perennial streams associated with the construction of a road
crossing and pond on your property in Orange County, North Carolina, pursuant to an application filed on 20th day of
November of 2002, and in additional correspondence provided January 17, 2003. The stream fill area for the dam,
including upstream and downstream stabilization measures, shall not exceed 149 linear feet.
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) Dam Safety, Solid Waste, Sediment and Erosion control, Coastal Stormwater, 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. All culverts shall be designed, constructed and installed to allow aquatic life passage, as recommended by the
North Carolina Wildlife Resources Commission. Generally, this means that the culvert or pipe invert is buried at
least one foot below the natural streambed. If multiple cells are required, the second and/or thirds cells should be
placed so that their bottoms are at stream bankfull stage. This will allow sufficient water depth in the culvert or
pipe during normal flows to accommodate movements of aquatic organisms. If culverts are long and sufficient
slope exists, baffle systems are recommended to trap gravel and provide resting areas for fish and other aquatic
organisms. If multiple pipes or cells are used, at least one pipe or box should be designed to remain dry during
normal flows to allow for wildlife passage. In addition, culverts or pipes should be situated so that no channel
realignment or widening is required. Widening of the stream channel at the inlet or outlet of structures usually
causes a decrease in water velocity causing sediment deposition that will require future maintenance. Finally,
riprap should not be placed within the streambed;
3. 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);
4. 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;
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. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days
of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format
can be downloaded from the 401/Wetlands Unit web site at htto://h20.enr.state.nc.us/ncwetlands ;
7. Waste or borrow sites shall not be located in streams or wetlands;
~
8. All temporary fill shall be removed to the original grade after construction is complete and the site shall be
stabilized to prevent erosion;
'.
9. The enclosed "Certification of Completion Form" is to be used to notify DWQ when all work included in the 401
Certification has been completed;
10. A mid-column, low-flow release must be designed and installed for the dam to release at least the 7Q10 low flow
from the dam to maintain downstream uses;
11. A 50-foot-wide, wooded buffer must be maintained along all sides of the pond (except the dam) and stormwater
directed to sheetflow before it enters the pond buffer.
Violations of any condition herein set forth shall 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 1508 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 25th day of March 2003
DIVISioN OFWATER QUALITY
WQC#3414
AWK/cbk
MS CYNDI KAROLY
MR JOHN DORNEY
NCDWQ WETLAND/401 UNIT
2321 CRABTREE BLVD.
RALIEGH, NC 27604
REGARDING: PROPOSED RANDOLPH D. FOX POND
DEPARTMENT CORPS OF ENGINEERS ACfIONID. 200221429
12-15-02
rID) Inl rn U In ~
lill DEe 1 8 2002 , t~
.--J
WETLANDS GROUP
WATER UALlTY SECTION
DEAR MR DORNEY AND MS KAROLY:
REGARDING THE PROPOSED POND OF 9.4 ACRES I HAVE SEVERAL QUESTIONS. I OWN
PROPERTY BELOW THE PROPOSED POND AT 3601 WATKINS FARM ROAD. THE STREAM
THAT WILL BE USED TO FILL THE POND, (1 BELIEVE) FLOWS THROUGH THE BACK OF
MY PROPERTY.
1. WILL THE STREAM ON MY PROPERTY CEASE TO FLOW WHILE THE POND IS BEING
FILLED? IF IT WILL CEASE TO FLOW, FOR HOW LONG? IS THERE A REQUIREMENT
-TOMAINTAIN.AMINIMUMFL-0WINTHESTREAM DURING THEF'II.LlN(JOF THE--
POND?
NOTE: MY NEXT DOOR NEIGHBORS FRED AND JESSE MILLER HAVE A POND
OF APPROXIMATELY 1 ACRE THAT IS FED BY THE STREAM FLOWING THROUGH
MY PROPERTY. THEY HAVE EXPRESSED CONCERN THAT IF THE STREAM CEASES
TO FLOW, THEIR POND AND THE FISH STOCKED THERIN, COULD BE AFFECTED.
2. IF THE STREAM WILL NOT HAVE RUNNING WATER WHILE THE POND IS BEING FILLED
ARE ANY PROVISIONS MADE FOR NOTIFICATION OF ADJACENT PROPERTY
OWNERS AS TO WHEN IT WILL CEASE TO FLOW, PROGRESS AS TO FILLING, AND
WHEN THE FLOW WILL RESUME.
3. GIVEN THE DAM IS 27.5 FEET HIGH AND SETTING THE WATER LEVEL AT 586 FEET,
(A LOT OF WATER), WHAT PROVISIONS, LAWS OR REGULATIONS DETERMINE THE
RELEASE OF WATER DOWNSTREAM OF THE DAM DURING A DROUGHT, SUMMER
2002, OR DURING A FLOOD, SUCH AS HURRICANES FRAN AND FLOYD?
4. IF A NURSERY IS BUlL T ADJACENT TO THE POND, WILL PESTICIDES BE USED IN
THE NURSERY OPERATION AND AT WHAT LEVELS? WHAT AFFECT ON STREAM
WATER QUALITY AND HOW WILL THIS BE MONITORED?
THANK YOU FOR THE HELPFUL INFORMATION AND I LOOK FORWARD TO YOUR
RESPONSE.
SINCERELY,
Br::1
3601 WATKINS FARM ROAD
HILLSBOROUGH, NC 27278
919245 3718
CC: MR JOHN mOMAS
COPR OF ENGINEERS
/..-
MEMORANDUM
TO:
John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
we Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Randolph D Property
Project Number 02 1392
Recvd From APP
Received Date 8/29/02 Recvd By Region
Project Type dam, pond & driveway
County Orange
County2
Region Raleigh
Certificates
Permit. Wetland Wetland Wetland Stream
Type Type Impact Score Index
I Stream 10 Y @N 27-2-11
Stream
Class
Stream Impacts (ft.)
Prim.
Basin
Acres
Req.
Feet
Req.
1,750.00
MitiQation
MitigationType
Wetland
Type Acres
Feet
r
Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON
Have Project Changes/Conditions Been Discussed With Applicant? 0 YON
Is Mitigation required? 0 YON
Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
12/31/02
\ ACeE denied permit in August
Has Land Quality/Dam Safety reviewed?
This is an IP Where is mitigation? $$$$$$
1/29/03
~~I~:~ ~~;~~~%~:~~O~do~i~K~r~ed:l~rt~ ilj\\\ .eb.}\(~
Need deed restriction for buffer around pond
Looks alot better.
cc:
Regional Office
Central Office
Page Number 1
MEMORANDUM
TO:
John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
wa Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Randolph D Property
Project Number 02 1392
Recvd From APP
Received Date 8/29/02 Recvd By Region
Project Type dam, pond & driveway
County Orange
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
IP I Stream IOY @N 27-2-11 IWSIV I NSW 130,401. I 1,750.00
I IOY r---I I I --
ON
-
Mitiqation
MitigationType
Wetland
Type Acres
Feet
r
Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON
Have Project Changes/Conditions Been Discussed With Applicant? 0 YON
Is Mitigation required? 0 YON
Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
ACOE denied permit in August.
Has Land Quality/Dam Safety reviewed?
This is an IP Where is mitigation? $$$$$$
cc:
Regional Office
Central Office
Page Number 1
I MS CYNDI KAROLY
MR JOHN DORNEY
NCDWQ WETLAND/401 UNIT
2321 CRABTREE BLVD.
RALIEGH, NC 27604
12-15-02
REGARDING: PROPOSED RANDOLPH D. FOX POND
DEPARTMENT CORPS OF ENGINEERS ACTION ID. 200221429
DEAR MR DORNEY AND MS KAROLY:
REGARDING THE PROPOSED POND OF 9.4 ACRES I HAVE SEVERAL QUESTIONS. I OWN
PROPERTY BELOW THE PROPOSED POND AT 3601 WATKINS FARM ROAD. THE STREAM
THAT WILL BE USED TO FILL THE POND, (l BELIEVE) FLOWS THROUGH THE BACK OF
MY PROPERTY.
1. WILL THE STREAM ON MY PROPERTY CEASE TO FLOW WHILE THE POND IS BEING
FILLED? IF IT WILL CEASE TO FLOW, FOR HOW LONG? IS THERE A REQUIREMENT
TO MAINTAIN A MINIMUM FLOW IN THE STREAM DURING THE FILLING OF THE
POND?
NOTE: MY NEXT DOOR NEIGHBORS FRED AND JESSE MILLER HAVE A POND
OF APPROXIMATELY 1 ACRE THAT IS FED BY THE STREAM FLOWING THROUGH
MY PROPERTY. THEY HAVE EXPRESSED CONCERN THAT IF THE STREAM CEASES
TO FLOW, THEIR POND AND THE FISH STOCKED THERIN, COULD BE AFFECTED.
2. IF THE STREAM WILL NOT HAVE RUNNING WATER WHILE THE POND IS BEING FILLED
ARE ANY PROVISIONS MADE FOR NOTIFICATION OF ADJACENT PROPERTY
OWNERS AS TO WHEN IT WILL CEASE TO FLOW, PROGRESS AS TO FILLING, AND
WHEN THE FLOW WILL RESUME.
3. GIVEN THE DAM IS 27.5 FEET HIGH AND SETTING THE WATER LEVEL AT 586 FEET,
(A LOT OF WATER), WHAT PROVISIONS, LAWS OR REGULATIONS DETERMINE THE
RELEASE OF WATER DOWNSTREAM OF THE DAM DURING A DROUGHT, SUMMER
2002, OR DURING A FLOOD, SUCH AS HURRICANES FRAN AND FLOYD?
4. IF A NURSERY IS BUILT ADJACENT TO THE POND, WILL PESTICIDES BE USED IN
THE NURSERY OPERATION AND AT WHAT LEVELS? WHAT AFFECT ON STREAM
WATER QUALITY AND HOW WILL THIS BE MONITORED?
THANK YOU FOR THE HELPFUL INFORMATION AND I LOOK FORWARD TO YOUR
RESPONSE.
SINCERELY,
RANDY KIRCHOF
3601 WATKINS FARM ROAD
HILLSBOROUGH, NC 27278
9192453718
CC: MR JOHN THOMAS
COPR OF ENGINEERS
.t
,
Triage Check List
Date: 1/7...'1/03 Project Name: 1{a."Jul,h o. Foy fl'O,fHr 1-(
DWQ#: OJ.... i1 12
County: (] rlt'^'l e.
To: 0 ARO Mike Parker o WaRO Tom Steffens
0 FRO Ken A veritte o WiRO Noelle Lutheran
0 MRO Mike Parker o WSRO Cyndi Karoly (Central Office)
~ RRO Steve Mitchell
From: La.rry G4~
Telephone: (919) ..., J7 - 'lt~ 'I
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
.0 Stream length impacted
o Stream determination
o Wetland determination and distance to blue-line surface waters on USFW topo maps
~ Minimization/avoidance issues
o Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
o Pond fill
D Mitigation Ratios
D Ditching
o Are the stream and or wetland mitigation sites available and viable?
o Check drawings for accuracy
D Is the application consistent with pre-application meetings?
D Cumulative impact concern
All; k e- ,--- I lr\arJ ---Jc;,LVfI'ed
Comments:
+~c. '117/rO h-eW 0/\\0 --r{) <<<<Ot Pl~~
)1/1 yf e-vvttr -f~-e.. V)eVJ ~p() ~/~ t--
f~l~ )'40 <<0,(1 ;Vo l-1Reol -10 ~Clt\ /
~\S Vh~u -Eo !?y({){
(
I .
~ ENGINEERING CONSULTING SERVICES, LTD.
~ Geotechnical. Construction Materials. Environmental
1--.'0', I
I I
January 17, 2003
Mr. John Dorney
401/Wetlands Unit
2321 Crabtree Blvd.
Raleigh, N.C. 27604-2260
< /H a~ LI~ U'1 7;fj ""v
'~'--__ " \1, f;
~
JAIl I 7 2003
L.. I
'\''-TL
.'o.WATr.~)O~~OI. ~ G~O~
-~--_~.ITY SfcnD~'
-.........;.:;~~.......!~.,
Re: Response to NCDWQ's December 31,2002 Letter
Regarding Construction of a Dam, Pond, and Driveway
Randolph D. Fox Property
Hillsborough, North Carolina
ECS Project Number 10169B
NCDWQ # 02-1392
Dear Mr. Dorney:
Enclosed please find the response to the letter dated December 31, 2002 regarding the
above referenced Permit of a proposed Construction of a Dam, Pond, and Driveway at
the Randolph D. Fox Property.
ECS, Ltd. has completed the items addressed in your letter as follows:
1) Based on a conversation with Ms. Cyndi Karoly of the NCDWQ on January 7,
2003, we understand that utilizing a flow meter is an acceptable method of
measuring the existing flow in the perennial stream where we propose to construct
the dam. On January 8, 2003, ECS visited the stream in question in order to
measure the flow rate of the stream in the approximate vicinity of the proposed
dam. Based on our January 10, 2003 (4:00pm) site visit, the average flow rate in
the vicinity of the proposed dam is 1.52 feet per second.
We intend to maintain base flow durin construction of
t e stream. Once the spillway pipe is in place for the dam, the stream will then be
re-routed through the spillway pipe. The proposed spillway pipe was sized to
pass greater than the base flow of the stream (see the attached hydraulic and
hydrologic calculations from the preliminary dam report). Spillway capacity
calculations were incorporated into HEC-l Flood Hydrograph Package modeling
runs for the 50 year and 1/3 Probable Maximum Precipitation Storms. The HEC-
1 outputs give peak flow rates from the spillway during these storms. Flow
outputs from HEC-l are also attached. The proposed dam will be equipped with a
bottom drain, should water need to be drained from the pond. In drought
conditions the existing stream on site would have no flow. For the proposed dam,
if it was determined to be necessary, the bottom drain could be opened and allow
flow downstream.
~
2)
Mr. Fox has deciqed to place a road arch system over the stream to minimize and
limit stream impacts that will be created by the proposed project (see attached
P. O. Box 12015, Research Triangle Park, North Carolina 27709 . (919) 544-1735 . FAX (919) 544-0810. 1-800-327-5832 . wwwoecslimitedocom
Aberdeen. MD* 0 Atlanta, GA 0 Austin, TX 0 Baltimore, MD. Chantilly, V A 0 Charlotte. NC 0 Chicago. IL 0 Cornelia, GA* 0 Dallas, TX. Danville. V A* . Frederick. MD . Fredericksburg. V A
Greensboro, NC 0 Greenville, SC 0 Norfolk, V A 0 Research Triangle Park, NC . Richmond, V A 0 Roanoke, V A 0 San Antonio, TX 0 Williamsburg, V A . Wibnington, NC . Winchester, V A
*Testing Services Only
figure). The arch road crossing will eliminate the need to fill any portion of this
stream. Additionally, we have tried to place the proposed stream crossing in a
topographically beneficial area that will also minimize and limit any stream
impacts. The area associated with the driveway arch system will be the only
proposed construction to impact protected Neuse Buffers. A 50-foot Neuse River
Buffer will be maintained around the remaining portions of both streams and
around the proposed approximately 9.4-acre pond. Accordingly, we do not feel
that Neuse Buffer mitigation is warranted on the site.
3) Mr. Fox has potential future plans to utilize a portion of his land as a personal
(non-commercial) Japanese Maple Nursery and will utilize the proposed pond as a
primary irrigation source. This personal nursery will not be commercial and will
be very limited in size. If pursued, this nursery will be located at least 100 feet
from the proposed pond and stream areas. Since the nursery will be small and for
personal use only, and since Japanese Maples do not require a large amount of
pesticide and fertilizer; pesticide and fertilizer use on the subject property will be
very limited, if not non-existent.
4) We have a preliminary design for the proposed dam and will initiate a permanent
design, which will be submitted to the Dam Safety and the Division of Land
Quality, once we have acquired the 401 and 404 permits. We have included all
preliminary dam plans and calculations in Appendix A. All Dam Safety and
Division of Land Quality permits and approval/s will be obtained prior to any
construction of the proposed dam. Due to the costs and time involved with design
and approval of the proposed dam (in excess of$10,000 and 6-months) and since
approval of our requested 401 and 404 permits are uncertain at this time, we do
not feel that the proposed dam should be permanently designed or submitted to
Dam Safety and the Division of Land Quality prior to issuance of the 401 and 404
permits. ECS Ltd. has extensive experience with dam design and in working with
the Dam Safety and Division of Land Quality and feel confident that our dam
design will be accepted.
5) Our original application limited the proposed construction impacts to 1,800 feet.
Approximately 1,600 linear feet flooded for the pond, approximately 150 linear
feet pipe and fill for the proposed dam structure, and approximately 50 linear feet
pipe and fill for the proposed driveway, totaling 200 linear feet of cumulative
perennial stream impacts requiring mitigation (1,600 flooded).
Mr. Fox has decided to place a road arch system over the stream to minimize and
limit stream impacts that will be created by the proposed project (see attached
figure). The arch road crossing should eliminate the need to fill any portion of
this stream. Additionally, we have tried to place the proposed stream crossing in
a topographically beneficial area that will also minimize and limit stream impacts.
Additionally, based on our review of the preliminary design for the proposed dam,
ECS can limit the pipe and fill associated with the dam to no more than 149 linear
feet, leaving a total 149 linear feet of cumulative perennial stream impacts.
ECS understands that perennial stream impacts less than 150 linear feet do not
require mitigation by the NCDWQ. Accordingly, we feel that stream impacts on
the site have been minimized and avoided to the maximum extent possible and we
do not feel that mitigation should be required by the NCDWQ at this time.
If you have any questions regarding this letter please do not hesitate to contact us at (919)
544-1735.
Respectfully submitted,
ENGINEERING CONSULTING SERVICES, LTD.
PaulG. Wiesner
Staff Scientist
7==:::> -:;r::::::-- .
_I! . ~o . .?-~.:~-"'.../ ~~;~"'2/'/
Daniel R. Brown "'" I y'
Staff Engineer
Attachments:
(I) Vicinity Figures
(2) Preliminary Dam Plans and Calculations
(3) Proposed Stream Crossing - Preliminary Figure
(4) NCDWQ December 31, 2002 letter
I: Projects\1 0000-1 0999\1 01 69B\NCDWQResponceodoc
r- '11''f5~"../..-J~1=.j{I~'t~~~4. rr~t~\t.:~tZ;..~C/i ';,::~;/;\~tl! ,SJ2
~~~~'<j:: ,~~~\ J)!'.~~~~~"'~~J~~~_:II{>j
~~ l ')1 ~~ '11,71 ~~~;,r::X"'~~st rifrPtl'~ t~ "
~. .It .........~,.. ..'''-'.....! '"\;!,~(. ~.!.......t.:l. .7.. ~ C;,"" '<..V./fl;:iAJ 0"_..'1f{\ _~I .' ...8l..
< If.. A tr-, .. \ "ilL, ... ..~ jffiJ,.. - -..... ~
~. '!''''- ,...",l....,~,g :7~ . ~\"".'"' tY "JIJ.... \\ :~'.. ! "'fl !i'0!"""
~~, .~J M*,K' \l~<!"~,. ~fo .. . .(1...... ~\' ~\;.." p ~ . dk"
~i;'\:J'J,t. !"" .)C'..' ./,;~~~\ &;,,;;., ,x \ ,\ \"b~! -. . ""'.'.":\
~I~'n. l\~~~ . " ,'.~P,.!.,'_;.;~; ,l.~ :::a.,. y~\~?l.\. . ~1..iJ%
~?~:'.. :~1I ~~~~~~'3'~", I~ ...~~
It X".' .... ~.",'t?,(ttl~:( 'T ...~ ~ .,-S~1X.~
~J t~' ,;: ..\;; ~'~;" ~ dlA L,- ~'.~'7l~i]~
M;L . J 'r ,,~ ~: IA 0 W:r': ~j;-i)() (6(j f',(;' .' (\ ~,,~i,'L~
~ "v/~i ',,,' 1\ ~"I " ~""";(!,\~''0) j """"," ,,',
~.,. '~'-~.".."~ '1;""5& W0.,.r=...n fJ...-'.........:...~. .~. .... .~,~.............J.........A............"". "'.'. ~.'.~1.-;;r!5Pi?0.~."--:.;:"-.' -""" ....~
~S'\.;.-::ii-- . ~?g,=.,. ,;; ~~' "S1(, ~d1~~,:~A(.
~b':'d~ ,..~ -:;;!/j.-;,7/jlJfijii;,fff) +. .;'/~~. l~lZJ[/~~~--(}~~Oh~'"1 I tJ(7)(r:~~
.
I I
I I
Engineering
Consulting
Services, LTD.
Vicinity Map
USGS Topographic Map: Hillsborough Quadrangle
Figure No.
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-B
Engineering Consulting Services, LTD.
~.., ~ '~i~J:! F., I..
" ~ ' "." ,'Z~~'..
" ~ : ,~77.. '\
. 1 ,.,.V. 1
, ~.r" r Hr( ';: 'I .;.. A,
. ~. "';' r ,'. .' .
\ :,\, "'. :'.1;: r ~ .
:, ./ /:'
C,,/ :,\ \
';..1
~'V "
:" ;.
v
)
\'~'::'>
I:~::~.. .~
"'" ..';1,: lr~,
. ~..~~:; ): .,~',
""".> ".'., .., '~:t: o.J3~~
"l"~."i .,:~'_.:.", ... ", 'it, . ,.,'~~,
'. . 1 G4l, ?:,""''''' J~ ,::l-.Y!' ~ '.H ~<)~~ "\1 ..
.- ;:..:. , ' ,. J' ......~
: 'flrB I ~~'i :~t!\ ',"~ ,-,' . .I \-;;1 ~.'
. ", ~rB" UI ' :~" .(\\' .. . .!ft), 0 ,~ . .. ,.
l, ,;' A~'.. ..~,'. j)_~ ;;~~<r W" .!t~ ","c.
~ r,t. ,"',' '. " ,tf:..r~ :>', .' . 1'" ~I ).J
" ~ irBk;t;. .. . ":~"i: :'j; ,\:"4' ." . \\ ~ J
~:i~}'\i ~'~ 11/' ~:: ,~ L . .,' ~" ,'" 1'. ~ I
"/~ '~ . . ;~~ :--. irS' "~):>f1J'f~} \. \~ HrB -' :~,
~. '/0...:.. ,/.,.:,' C t, .. .:.~.4 "roo" t." ""~. ~,~" " ~.r
~"jv'''''''';'~;:> \;5 .' : .-'~ ~["\:~\;'~""'.' ,~.i . ''''-:-.'..., ,,' ~...~., \',EnS ~
~.:... /-....:1...: p'J \". .L:.:,< . .... "'-'-~>.'-~>:-:,'
Gtelli: ......, 'fi,''':.J:1. .}.,::>>. ~..'. .. - /.'.; .. i.~~~':,,:'. ...' f'~,,. j. "
~.A~I ~/:~"'~iL<,'rr~~,~ 1-~J!1M~::'lri~:.. ~
; ~> -, ~~. ~. p'; "'~.-'i,~J~ ,i/ :>. './ F </for' K ../ ~,
, ..-( ~'%~. ea,' .I,:;;" ~ Bra l~-,> ,.,.-' G~C ~0,.. -/-"/. : ,?:-
. "~v'.J .~~>~ I(',r.:...~.''''' ..:.. '.\: 1/.- .'tr
~J ~';;' .. ;;' ., .~;e..', . .' ',:, · ..'~ -l\"# nat~e I '.' 'f"
.:~,.,. ....." :X~. ....:..,;;;rc::l\~fl".. : y,~.. ~.. "-^ ' , ,
I:"I.~., III n .~:: ' l~ '!f~ .' ,:"~. ~ 11 :...;. j},.. >: ' > ."
~ ~~r'~~: '~.. ':' :/ .~;;:tii. G.ea .,"-.-1 F" ~'J J ': '.
;/ ,." \~',) '", III ~o~Dcui I .1' h \ .'lirB" '~.;;-:. ~ -.... ~,'
lcl 1 ....... ':. I: .".- '.,. . ~~.j . ;J~'Pro ~," /,
rI. ,,' Ge.~ e~~ ' ~:'.:;:' .'. ':~~.~'.,-' . H;'~-'9'h.', , .' . \.' . . \Iri~.. . I t .t
-iia:EnB. .
~: \ a.a ,-' .~" .,': ..i', 1\.'.,' ~: E~,~ ,.,', >l!C~ ,rre/'? 'ta" .,.; ~ la~~,~~'~~J~;'~;.'
\., ,;' ",1_ ~"':n' ~Hra\;' .... ~ 1.........E!\L;;1.~fl5) L
.~l.\.:~~;e~, 1).:Gre'a:~D ". '.~~;,i: "~lC~~'::~.st!1:,q :-.:::-- '~..~;:;t ';'(-":~G~C ''';t~-:\ ~e~~;,:,,,.".j'Y;fHra.v\%' : ..~;,.~:~
.' . Jt: ... a GIlU,. \ C . '. l .'. ..;:J)Lg , 11l~! .
I'/?~~(!e:, C' l'~ ,~~ ,'. (a. ,: \/:\Gel) ,?G(~C} r .~~.. ' r'
.
~J;
<i .
~.'~
?
\. ~..w .,::1 ....~~
, : ~-:;. ~;,~,- )G.l~
"~t'.\ H B ( ;.
:,.,' r'
",
.'l'~
., .:.,. ';'~
,< H~~.~
~f,,~~
. "u...._~..;...J~
"
5:'
",\~~. "\ ..
Hr9~;~~~ .
-'$,,'- '"
. "
"
.(~
, I
I
.'
I
~
I I
I I
I Engineering
Consulting
Services, LTD.
Site Map
Orange County Soils Map (1977)
Sheet #11
Figure No.
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-B
Engineering Consulting Services, LTD.
Preliminary Dam Plans and Calculations
The Proposed Dam would be a 27.5' high dam. From our calculations, setting the water
level at 586' would result in a 9.4-acre lake. The spillway will be a combination of
reinforced concrete pipe (4' riser, 2' barrel) for the primary spillway and a grassed
emergency spillway (50' wide) at the east end of the dam. The proposed dam will
requir~ 145 linear, feet of stream impactJPipe and Fill).
I
Q'l1;c.. J &1' - 2&1
. - . . ,
.. .... ...... ,-,._.__..)-':.. . J---.--
Toi-o' Ye.~@5~'~J.:_: ,
:./ r ~
_5cc.c L
'C:R05:5,~*,'ori -jY~n
Proposed Dam calculations are attached:
rJt
~
I
I
Engineering
Consulting
Services, LTD.
Proposed Pond Area
Randolph D. Fox PropeItJ:
Orange County, North Carolma
ECS Project #
10169-8
Engineering Consulting Services, LTD.
HYDROLOGIC AND HYDRAULIC CALCULATIONS
FOR FOX HILL FARM DAM
ORANGE COUNTY, NC
PART 1 HYDROLOGIC PARAMETERS
DATUM:
ELEVATIONS FROM USGS HILLSBOROUGH QUADRANGLE
ASSUMED DATUM
DRAINAGE AREA =
FROM USGS TOPO
121.49 Acres
0.190 Square Miles
IMPOUNDMENT AREA
FROM SITE Tapa
ELEV AREA
(FT) (SQ. FT.)
562 0
574 63r4
578 152527
580 194165
582 260308
584 327618
586 408782
588 502147
DRAINAGE BASIN PARAMETERS
COMPUTE HYDROLOGIC CURVE NUMBER
STORAGE
(ACRES) (ACRE-FTo)
o 0
1.46 8.78
3.50 18.70
4.46 26.66
5.98 37.10
7.52 50.59
9038 67.50
11.53 88.41
(FOR FUTURE DEVELOPMENT)
Soil Type Cover CN
Georgeville Wooded/G
(Group B)
Chewacla Wooded/G
(Group C)
AREA
(Acres)
67 115
Extension
63.4
0.0
4?
0.0
0.0
0.0
0.0
o
78 6.49
o
o
o
TOTAL AREA = 121.49
COMPOSITE CURVE NUMBER
67.6
HYDRAULIC LENGTH (I) =
AVERAGE WATERSHED LAND SLOPE (Y) =
ESTIMATED AVERAGE IMPERVIOUS AREA =
LAG =
0.51 HRS
LandSlope Vert Horiz
0.016454 40 2431
0.044199 40 905
0.046893 40 853
0.044793 40 893
0.061256 40 653
0.07722 40 518
0.066578 50 751
0.098232 50 509
3423 FT
0.057 FT/FT
20 %
SPILLWAY CAPACITY CALCULATIONS
CONCRETE PIPE SPILLWAY WITH DROP INLET AND BARREL
DROP INLET DIAMETER = 48 INCHES 4 FT
BARREL DIAMETER = 24 INCHES 2FT
BARREL OUTLET ELEV = 562 FT
EMERGENCY SPILLWAY LENGTH= 50 FT
EMS CREST ELEVATION= 587.5 FT
ELEV QWEIR QORIFICE QPIPE QpMS QEMS QTOTAL
FT CFS CFS CFS CFS
586 0 0 0 0 0 0
587 42.7 55.4 67.3 42.7 0.0 42.7
587.5 78.5 67.9 68.0 67.9 0.0 67.9
588 120.8 78.4 68.7 68.7 '54.8 123.5
588.5 168.8 87.7 69.3 69.3 155.0 224.3
589 221.9 96.0 70.0 70.0 284.8 354.7
589.5 279.6 103.7 70.6 70.6 438.4 509.0
590 341.6 110.9 71.3 71.3 612.7 684.0
EQUATIONS:
QWEIR =CLH^1.5
WHERE C = CONSTANT = 3.4
L = CIRCUMFERENCE OF DROP INLET
H = HEIGHT OF WATER ABOVE INLET
QORIFICE =CA(2gH)^.5
WHERE C = CONSTANT = 0.55
A = AREA OF DROP INLET
9 = GRAVITY = 32.2 ftls^2
H = HEIGHT OF WATER ABOVE INLET
QPIPE =A(2gH/3.5)^.5
WHERE A = AREA OF BARREL
9 = GRAVITY = 32.2 ftls^2
H = HEIGHT OF WATER ABOVE OUTLET
THE MINIMUM OF THE 3 ABOVE FLOW RATES AT EACH ELEVATION
WILL CONTROL THE FLOW THRU THE PRIMARY SPILLWAY
ill
0/)
'"
p..
rl
'" '"
rl r>! rl
'" a ID
U) r') ..;: U)
'" Po '"
0
E-<
6 0 6
r>! 0 rl III rl'" "'co III
U rl u) '" Or') "'''' N 00-
rn ::> III -e' "'''' "'rl co
H 0 0 ,-j Ill.... co '" '" H
~ r>! ~
I>: r3
0
r>!
e-: ~ '" OMr')O '" 0 \0 e-:
aJqlCO"'" IIlM \0
III r>J ~t""Ir--M Mrl .... III r>!
co r>! rn Orl'<l'r-- co 0'1 0'1 COr>!
'" I>: ~ "'I>:
rlE-< rlE-t
-CJ) ..:I -00
rl Po rl
~ co N COON '<I'rl ID M l!l@
l!l r<. rl M'<I'CO ID ID 0 III co "'0
r>! 0 '" Nrlrl '" 0 r-- rlCON r>!0
r<. U 0 rl",r-- co 0'1 '" rl rlIDrl r<.U
. r>J I>: rl I r>!
CJ) r>J 00
Z'" l!l ZO'I
00 ~ r-- COOrl 0 NO '" co . 0 u) 00
HID "''''0 III r--", '" M \0 HID
00 MrlU) 0 rl '" \0 rl "'''' 00
I>: r>! OrlM r-- co co '" '" rl Orl I>:
r>!1>: ::r: III rl r>!0:
~r>J E-< ~r>!
0'1 E-t E-t
\0 :':Z 0 :':Z
- Nr>! ~ \0 t"-\OC'l"tO\r---m U) N .r-- Nr>!
0 rlC) CX)~coot'--1""'I co III '" '" rlU
- III NO\DO'\OO\ U) rl'" rl III
=l:I: 0 OrfN\oCX)CO '" r-- rl III rl a
.... E-<Z rn M E-<Z
() ~H U :><H
ill I>: H E-< 0:
.= :Er>! :E ffi :Er>!
0.. l!lr>! .. 0 U) r-- IIlMr-- "'... M co Mu) .. l!lr>! ..
..... HZ .. Z t; :E N o\co'" r--... N 0\ N .. HZ ..
p.... ~H .. 0 N"- N "'rlr-- 0\ co U) rl '<I' co .. ~H ..
(I)" 0 .. U "- #0 0 ONID r--co 0\ U) rl N rl .. a ..
U rlZ r>! Z ..:I N rl rlZ
I r>J H Zr>J I r>!
W U E-t O~ U
S~ r>JU "- rl Hr>! r>!U
::r:H r>! , '" E-tO 0 CJ\I-MCO 0'1 co 0 1.0 III ::r:H
a U U "- N \O\Oqt[' r-- \D ID '" 0 co a
0 r>J0 :>< r>! OE-< rl r-f co 0 lJ') cor-- ... rl M rl ~3
- a...:l r>! ::r: rn OON\.O r--a> '" ... rl N rl
CIl ~~ rlO rl ~~
~ rn #"-
U~ Z U~
g: 0 r>!:E g:
, H M E-<I>: 0 0 N M 0'10 U) 0 1.0 0 0 .0 . III
\0 E-< HO rlCO 1.0 0\ r--'" 0'10 N 1.0 U) coco
::r:r.-l "- CIlE-< N rlr-- COM r-- 1.0 MO ~ rl 01Dr-- ::r:r>!
...; "-0: 0 00 00 rl\D r-- co 0'1 rlM rl rl "-0:
>+ ;:2E-< ~I>: . rt rl ~E-t
..:I
, a ..:I 0:>< ::> a
0 0(1) ..;: r.-l I>: 000
lr) 1>:1>: N :EO 0 :.: U) \ONr-cx>\OCD rtN 1.0 0: N ~ID r-- 1>:0:
..... ~n:l 00 ~U) :s lllO riCO \D\D M'<I' E-< r>!'<I' ... r-- ~&l
0 Z or---r--r-t\DL.O M'" r-- ..:I 0 N rl
0/) :I:Z H r<.r<. OO.....'\Dr-co 0'1'" 1.0 ;3: r>Jrt rl ... rl ::r:z
H ~ 0 0 0 H
.s na ..:I E-< ...:l na
- OZ Z ...:la r<. OZ
~ Or.-l 0 HZ ;3: Or>!
0 ...:l U rl ::r:H M r>!0 0 0 r-tOqtOCO Nr-- U)M o rl ~r.-l rt rt ...:l
~ r<.r.. E-t :':..:1 0'1 .0 N en 0 ll)N 1.0 co U) 0 N 0 1.0 r<.r<.
0 Z :><::> :S~ rl rt LOO\DLOO\ ll)ll) "'co nt; 0 0'1 0 rt 0
N 0 00 I ODr-iU1 r--a> "'''' 0 0 0 rl
=l:I: (I) H r<.o: H I>: 00
0. Ul Po
s:: 0: 0: I>:
.9 '0 r>J 0
0. U > 0 00 E-< :.: ~;;1~re~~~~~~~~~g :.: ~OOO";: r.-l 01 r>! N U
H H H H :.: :.: :':I>:rn UlUlUl N
0 :>< rl :><
~ , :E
- U ~
I>l
=l:I: ::r:
ill Ul
- CI) Ul
en H ~
::> ::r:
ef E-t
'" I>l rlN M ~Lt)\Ot"--mO\ .... rtN "''<I' u)1D .... co 0\ o rt N M '" ll) 1.0 r--
0 Z rl rlrl rlrl Mrl rl M rt NN N N N NN N
H ..
S ..:I ..
..
'" r>!
~ I>l
- I>:
::a r<.
..
X ..
0 ..
~ rl rl rl
N
<l)
b1)
<<l
A..
0\
\0
-
o
-
'It:
U
<l)
"0'
~ t
C/.) l%l
UN~
c.Ll'lt:O
A ...:I
ssg]
.9e::~
C/.)o..
.OE-<
... CI)
=r;:;;;&
\0
~~ ~
>::ri2
I C/]
~~l>:
'00>+
b1)~O
.s I'( Ul
::ir<.f:i
~jt!l
AH Z
N:CH
'It:><:~
S::OO
.9 r<.l>:
....
0..
o
-
'It:
<l)
....
r;)
s-
ell
o
g
ell
~
-
-
:E
><
o
~
..:l
~ (I)
M
~ ~
M
~ H
H ~
Z 0
0
H :c
~ 0..
~
~ t!l
0.. 0
:<: ~
OMrilO
UE-o:<:>+
~ H :c ril ril
ZOE-< E-< ~
H r<.1'( H
Ot!lOO E-<
(I):Z;Z
rilHH~t!lt!l
~E-oE-<MZZ
P:~!HH
~~f+ ~~
:<:CIl(l) MM
M 000 0.....
ON ltI
O.-l ltI
I'( 0 0
E-< !
i3 ... .-l
ril
~
H
E-<
ZMril OIrilril
:x: HE-o:<:ZE-<~
0. ~~H I'( H
~ ZOE-< OE-<
H H 00
t!l ZZ
0
~
!a
:x:
E-<
H
"
"
"
"
"
"
"
"
"
"
"
.-
"
"
"
"
"
"
"
"
.-
.-
"
"
"
.-
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
.-
(1)(1) "
g;g; "
00 .-
:x::c .-
ltI LIl .-
0 0'1 "
"
LIl
.-
"
"
...:1M "
1'((1) "
:>1'( .-
~fIl
M "
~~ "
"
H H
E-< "
Z "
0...:1 "
HI'(
E-<E-< "
1'(0 " "
~E-< " "
"
llo (I) " "
~ E-< " "
0 H " "
U 5 "
" "
" "
:x: " "
(I) "
H " "
..:l " "
t!l " "
Z
M "
"
"
"
"
"
"
"
"
if iI ill if
"
"
"
"
"
"
"
"
"
"
"
"
.. .. .. ..
ril
~
:J
~
~
'"
M
~
o
E-<
s:
o
..:l
r<.
Z
H
I'(
E-<
0<(
o
r<.
r<.
o
5
n:
Z
H
(I)
0<(
m
m
::>
(I)
0<(
ril
~
Z
H
Ol
0<(
m
~
Ol
Z
o
H
00
00
ril
U
rilE-<
~~
S:E-<
000
.:JZ
s:r<.o
o U
..:lril
t..~s
..:lfIlH
I'( 00
HZOO
E-<HM
Ht!lU
Zrill%l
Hm~
00
UO'I
H.-l
E-<
(I)
H
~
ril
E-<
f)
;-)
~o<(
Uril
~
ZO<(
HE-<
(I)
0<(
m
m
::>
(I)
Ol
U
HO\OO
E-<.-llllO
Ol 0
H 0
~ 0
ril
E-< N
U
~
:a
UOIZ~
E-<OlO
S:~UH
0E-<n:E-<
.:J(I)()I~
t..
M
(I)
0<(
fIl
0<(
fIl
r<.
fIl
.....
\0
0<(
~
o
Z
o
H
E-<
0<(
E-<
H
0..
H
U
M
~
0..
r-tMUlr-lMr-ir-l
0000000
f""'Ir-4\Dr-fr-fr-lr-f
0000000
,-trl\O.....r-Ir-fn
0000000
r-fr-lI.Drirlr-fri
0000000
Mr-fCOr-lr-f""'M
0000000
S
H
~
H
llo
H
U
ril
P::
llo
r-friL/lNr-ir-ir-f
0000000
r-fr-fr-lNr-fr-lr--f
'0000000
~
o
E-<
Z
H
(I)
I'(
fIl
~
ril
E-<
~
llo.-l.-lNN.-l.-l.-l
0000000
Z
o
H
~
H
0.
Hr-fr-fNNr-fr-trirl
UOOOOOOOO
ril
P::
llo
..:l
~
Z
Mr-fr-ff""'iMr-fOr-fr-f
:eOOQOOQOO
Ul
P:
U
Z
H
o
.-l
LIl
~
~
o
E-<
CJl
fIl
llo
H
llo
co
0'1
rs
~
S
H
E-<
U
~
E-<~Ul
CJlUlllo
~m~
~~~
HUlM
E-<:>U
HP:P:
Z::>M
HUP.
Ol
::>
o
H
~
\000
"'\DO
.....0
\DN
Ul
E-<
~~
n:
OlE-<
(l)U)
o
.:J
Ol
U
U)
n:llo
1II~
?n:
n:n:
U
Ol
.:J
.....
rl
r')
Q)
bO
o;S
p.,
0\
1.0
-
o
-
'II::
-
(.)
Q)
.0'
...
p.,
lZl
U
~
If
o
-
lZl
..;
::r:
I
1.0
~
O:x:~
""Po..:!
'o~
bOg :r:
.S H
::15
o
~CI)
_CI)
Nr>l
'II::..:!
l:6
OH~
.arg j
o~E-t
-H
~o
Q)CI)
ag
s
o;S
o
8
o;S
~!5
-
-
::Eco
XM
o
~
"
"
"
......OMMri
r- \D ....
M
qtOI.DMri
\Dr-M
M
ONCOqtr-t
lI"ICOM
M
(J)
til
E-t
~
H
g;~
~O
00
00
I>:H
01>(
~til
:I: Po
I
f<f>.
HO
SQ
z
til
(X)OO......Lllr-f
NlJ\N
....
QCOqtl/lri
OMN
....M
NqtO\\Dr-f
r-....N
....
....
'"
CO\OMI'N
~ ~....
....
QCOO"lCONO
...."'....
....
\DCOlnOND
......\Oo::t'r-f
M
l/lr-fr-friND
....lI"IM
....
"
"
"
..
..
..
..
"
..
..
"
..
"
"
"
"
"
"
"
"
"
..
"
"
"
"
..
..
..
"
..
..
"
"
"
"
"
..
"
"
..
..
"
..
..
..
"
..
"
"
..
..
..
..
"
..
..
"
..
..
..
"
..
..
..
"
"
..
"
"
..
..
"
..
..
"
..
"
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
"
..
..
..
..
til
l.:
~
1
1
1
I
Z
o
H
E-t
(5
~
~
1
:x:
Po
~
~
o
I>(
!a
:x:
I
I
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
"
..
..
..
..
..
..
...
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
..
...
..
...
"
..
..
..
..
..
..
...
"
..
..
...
...
..
..
...
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
..
..
...
..
...
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
...
..
...
..
..
..
..
..
..
..
..
"
..
..
..
..
()I
Po
::;:
o
u
O"II.D~NO"I~\O~N"""O"ICO~Lll~NDm~r-t~MCO~O~NO\~~Nomm~
OOWcx)CO~~~~~~\DI.DI.DI.DWI.DI.D~l/lLll~~MMMNN"""Mrlr-tr-t
(J)
CI)
til
U
>:
r>l
MMNNNNNNNNNNNOOOOOOOOOOoooooooooooa
00000000000000000000000000000000000
CI)
CI)
o
..:!
r-trlr-tr-frirlMMrlrirlr-fr-fOOOOOOoooOoooooaoooooo
00000000000000000000000000000000000
Z
H
;::i
MMMMMMMMMMMMMOOOOOooooooaoooooooooo
00000000000000000000000000000000000
~
o
rlNM~LllI.Dl'COmOr-fNM~l/l~~CO~O"""NMqtl/l~~(x)~O"""NM~~
1.D\D1.D\D\D\D~\D\D~~l'~~~~~~~(X)(X)cocomcomcomcom~O"I~~m
~
I>(
:x:
z
o
::;:
~
o
aM\DmNLllmri~~OM~~NLllCOrl~~aM\DmN~CX)Mqt~OM\DmN
oOOariririNNNMMMM~~~~l/ll/lOOOOrlrlr-fNNNMMMM~
MMMMMMMMMM~MMMMMMMMM~~~~~~~~~~~~~~~
00000000000000000000000000000000000
MHMMHMrlHrlHMMMMMMMrlrlrlrlMMMMrlrlrlMMMMMMrl
. . . ~ . ~ ~ . . ~ . . . << . . << . << . . . << . << . << << << . . . << << . . ...
()I
Po
::;:
o
u
OOOOrlMNNM~m~~~OrlNM~m~~oomOM~OO~~W~~W~
rlrlrlrlrlrlHrlrlrlNNNNM~~~mrlM
M....
CI)
CI)
til
U
>:
r>l
Orlrlrlrlrlrlrl~rlrlrlrlrlrlrlrlrlrlnrlrlNNN~~~~~~~~~~
OOOOOOOO..OOOOOOOOOOOOODOOOrlrlrlrlrlODOO
CI)
CI)
o
..:!
ONNNNNNMMMMMMM~N~~~~~~~~mW~W~~rl~~MM
OOOOOOOOOOOOOOOOOOOOOOOOOrlNrlrlrlrlOOOO
Z
H
~
OMMMMMMMM~~~~~~M~~m~~~oom~~NMMN~~OO~
OOOOOOOOOOOOOOOOOOOOOOOOON~MMMNrlrlrlO
~
o
MNM~~~~W~OrlNM~~W~mmOrlNM~~~~~~OrlNM~m
rlrlrlrlrlrlrlrlrlrlNNNNNNNNNNMMMMMM
~
I>(
;J:
Z
o
::;:
~
o
OM~~N~Wrl~~OM~~N~OOrl~~OM~mN~~rl~~OM~~N
OOOOrlrlrlNNNMMMM~~~mm~OOOOMrlrlNNNMMMM~
OOOOOOOOOOOOOOOOOOOOMMMMMMrlrlrlrl"MMrlM
00000000000000000000000000000000000
MnMMMMrlrlHrlrlMrlMrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
"<t"
CI)
01)
~
t:l..
~m~~MMNNNrlrlMrlrlMOOOOOOOOOO
0000000000000000000000000
0000000000000000000000000
0000000000000000000000000
0000000000000000000000000
0000000000000000000000000
0000000000000000000000000
~~mmO~NM~~w~ro~oMNM~m~~romo
mm~mooooOOOOOOrlMnMMrlrlrlrlrlN
MMMMrlrlrlrlrlrirlrlrlrlrlrlrlrlrlrln
~Wrl~~o~~mNmWrl~~OM~mN~OOrl~~
~~~~~OOOOrlrlrlNNNMMMM~~~~~m
~~~~~~~~~~~~m~m~~m~~mm~mm
0000000000000000000000000
0\
\0
~~rlrlrlrl~rlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl.rlrlrl
o
.....
=l:l:
t)
CI)
.0'
~.., iI if if if .. tr it -Jl if it .., it if tc iI -Jl ill iI ir . iC -Jl it .. it
en
U
u.1
g. .
g~~~~~~~~~~:~:;~~~~~~~~~~~
OOMrlrlrlrlMrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
~
I
\0
'';It)
;::"'0
.
o
V)
......
o
gfM
.... 0
~
~
M
=l:l:(X)
Q~
.8
....
0.
o
~\D
~M
CI)
....
Ui~
68
~
o
~r<
u..
mm~~~~~~~~~MMMMNmMMM~MMM
000000000000000000000000
NNNNNNNNNrlrlrlrirlrlrlNrlrlrlrlrlrlrl
000000000000000000000000
~~~~~~~~~~m~m~~N~~~~~~~M
000000000000000000000000
~~~OMNM~~w~m~O~NM~~~~oomo
MMM~~~~~~~~~~~~~~~~~~~m~
Wrl~~OMWmN~OOrl~~OM~~N~rorl~~
~m~~OOOOMMrlNNNMMMM~~~~~~
HMrl~NNNNNNNNNNNNNNNNNNNN
000000000000000000000000
rlMrl~MrlrlrlrlrlrlrlMrlrlrlrlnrlrlrlrlrlrl
.....
~
x
o
~
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
\D
Ltl
N
CJ)
CJ)
M
U
X
M
..:I
~
o
E-t
~~
o:r:
..:I,
-, N
,..
...
Ltl
N
...
o
~
M
~
~
~!
~N
CJ)
CJ)
o
..:I
..:I
-e
E-t
o
E-t
o
r<
Ltl
..:I
..:I
-e
r..
z
H
~
M
:oc: ~
;'.' :r:
..:I
-e
E-t
o
E-t
~
o
..:I
rz.
~
-e
riI
0,
0:
:r:
I
Ltl
'"
Ltl
'"
l"lLtl\D
LtlLtlN
N
'" .
MLtl\D
LtlLtlN
N
'" .
MIIl\D
LtlLtlN
0:
:r:
I
\D
'" .
M Ltl \D
Ltl LtlN
CJ)
rz.
u
o
o
N
CJ)
rz.
U
\D
'"
r<
+
+
N
H
::;:
0/
CJl
'"
r<
N
-e
M
~
CJlE-t
Mrz.
:r:,
uu
z-e
H~
M
::-
~
S
u
..
..
"
..
..
..
"
..
..
..
..
..
..
"
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
"
..
..
"
..
"
"
"
"
"
"
"
"
"
"
..
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
..
"
"
"
"
"
"
"
.. .. .. .. ..
" "
" "
" ::;: "
" ~ "
" ... "
" "
" "
" "
" "
" "
.. "
.. ..
iI it .. .. ..
"
"
"
"
..
"
"
..
..
"
"
"
"
"
"
~
~
"
"
"
'"
M
~
Q
:::.
0:
:r:
E-t
~
o
..:I
rz.
fiI
~
o
~
fiI
~
U
CJl
E-t
o
..:I ...:l
0..:10.
0:0
E-to::r:
ZE-to,
85~
UO
E-t' 0
ZE-to:
~sra
o,P,:r:
CJ)
filr<N
...:l
III
-e
H
0:
s;
...:l
o
0:
E-tE-t
5~
uo,
H
E-t
:::.
0.
~
o
o
E-t...:l
o-e
..:IU
P,CJl
HO/
o
~
r<
N
tr)
Q)
bJ)
o:!
~
0-
\0
-
o
-
:j:l:
o
Q)
.0'
...
~
(I)
u
~
@
o
-
(I)
..;
::r::
I
\0
..;
;::...
I
o
tr)
.....
o
bJ)
.s
-
::3
o
~
N
:j:l:
I::
.9
-
0.
o
-
:j:l:
Q)
-
en
s-
o:!
Q
S
o:!
~
-
-
::E
x
o
~
od;
~
Q
o
Z
H
E-<
:>
o
l>:
:x:
Po
~
o
a
l>:
Q
:>+
:x:
E-<
Z Z
o rzJ
H H
E-< U
H H
13~ ~
:X:O rzJ
uuza
od; au
rzJ~H
l>:<tE-<Q
~t:::::~
[J}HZ
ZO
r...HtJ
a p:
r..H
l>:Ood;O
rzJ HZ
IIlNf-tH
~~~~
ZE-<Ha
:3:
....:>00
NOO
~
N\I)
....
....
o
Z
H
~[J}AotJX
aPo;"H
l>:f-tE-<l>:
[J}H>
rzJZ Ul
o l>:
~
a
f-t
Ul
Ul
l>:
N
N
Ul
..-l
..-l
...
0\
Ul
....
o
\I)
Ul
...
Ul
M
Ul
....
o
od;
rzJ
~
od;
Ul
M
N
o
o
0)
..-l
....
o
o
\I)
..-l
..-l
o
o
...
..-l
..-l
o
o
N
..-l
....
o
o
o
....
..-l
o
o
0)
o
....
o
o
...
o
..-l
o
o
N
0\
Z
a
H
E-<
~
riI
H
riI
riI
Ul
...
N
...
0)
\I)
0\
o
Ul
Ul
Ul
M
...
'"
'"
...
'"
..-l
0)
II>
M
...
o
riI
o
l>:
;2
U
Ul
H
Q
Z
a
H
E-<
~
rzJ
H
rzJ
()I
Ul
riI
Ul
Ul
'"
II>
'"
o
o
o
N
....
o
Ul
0\
....
..-l
o
o
0\
..-l
..-l
o
Ul
0)
....
ri
o
o
..
..
..
0)
....
..-l
o
Ul
....
....
..-l
o
o
....
....
ri
o
o
\I)
..-l
..-l
od;
E-<
r3
Z
a
H
E-<
~
riI
H
riI
1
riI
~
a
E-<
Ul
Q
riI
E-<
:>
Po
:;:
o
U
NO
00
Ul co
O)..-l
....
UlO
..-l0
"'\0
II> ....
..-l
0) 0
NO
.......
.......
ri
..-l0
0) 0
MN
M....
....
riO
"'0
MO
N..-l
..-l
.... 0
"'0
Ul 0)
....0
ri
",0
0)0
Ul",
o
..-l
00
00
1'1
0\
rzJZ
DO
~f::
aod;
f-t>
Ulril
H
rzJ
1'100
OlllO
UlMO)
o)N..-l
..-l..-l
000
",Olll
0\0)r-
r---~~
UlOO
or-o
..."'....
r-.....-l
ri
.t'
~
Q
:z;
o
H
f-t
~
riI
..:l
rzJ
1
:3:
o
..:l
tz.
E-<
:>
o
I
rzJ
~
o
f-t
Ul
Q
riI
~
Po
:;:
o
U
UlOO
riOO
... \0
II> ..-l
..-l
0)00
NOO
r- ...
... ri
..-l
..-l00
COOO
M '"
M ..-l
ri
..-l00
"'00
M 0
1'1 ..-l
..-l
....00
",00
Ul co
ri 0
..-l
"'00
0)00
Ul ...
o
ri
000
000
N
0\
rzJ:3:Z
000
.t..:lH
l>:tz.f-t
OE-<.t
E-<:>>
UlOlil
..:l
lil
1'100
"'00
0"'0
..-lCON
..-l\O..-l
1'100
II> 0 III
MO\O\
OOri
riUlri
NOO
..-l .... 0
........'"
0\ Ul ..-l
Mri
MOO
l7\MUl
0....0)
O\N..-l
N....
lil:3:Z
000
~~f::
Of-tod;
E-<:>>
UlOlil
..:l
lil
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
...
...
..
...
..
..
...
..
..
..
..
..
...
...
..
...
..
..
..
...
...
..
...
..
..
..
...
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
~
Q
Z
o
H
~
Ul
~
:x:
Po
~
o
a
l>:
Q
:>+
:x:
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
...
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
..
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
.. .. ..
lil
~
Ul
~o::jII'I:jf..,o:jf...,MMMMMMNNN
r--r---r-C"""'l"--r""-r""-l"'-r--r---r--r--r--r---r-
r-ir-frlrir-frlr-irlr-tr-frlr-fr-lr-fr-t
rot r-t rl ....... r-t r-f ...... r-i r-t r-t rl ri'r-I r-t r-f
lil
o
~
a
E-<
Ul
"II:;J't<q'MNomCO\O...,NriO\r--UlM
cococ:ococor---r-r-r---c-l""'-\O\O\D\O
r--r---r--r---r--r--r-f't'-C't""-C"'-f"C't"-
~
o
..:l
r>.
~
o
MMMNNrlOmmCOl"'-\O\Il'Q"M
\DI.D\O\D\O\O\Olllll'lUlU'\tJl\llllllll
5!
o
rlNM.qtL/}\Dr--COO'\OMNCY'j~Ln
co co co coco coco co co 0\ 0'\ 0"\0'l0\0\
ffi
:x:
6
:;:
.t
Q
O,.,\oO\NlIlOJ..-f<oQl r"'-o (W')\OO\N
OOOOr-lr-fr-fNNNMMMM.qt
""'df<qt<Qt'df~.qtqfqllqt~qtqloqtqt
00000000000000..0
r-fr-iriHr-trlrlrlr-lrlr-f.rirlr-irl
.. ... ...
<< << . . << << << . << << << << . << <<
lil
o
.t
f-t
Ul
l'-r---COo\o\OOr-i......riNNNMM
\0 \D\O\OID r-r--......r-C'l'l'r--r--r---
r--trl.....r-fr-lr-irir-fr-lrlr-fr-frlMf""f
r-Ir-t.............,.-fr-fr-fr-lrif"""lr-lrinr-fr-i
riI
~
o
E-<
Ul
O\\DNCO'qtC1\"QlIO\M\OO\MUlCOO
Or-tNNMM""'~u)U1LO\O\O\Ot'
f'r---r--r---r--r--r-r--r-r--r--f'C"'-l"r--
~
o
..:l
r>.
~
a
O\NLOt'ON~r--CDaNMqt\Or--
NMMt"')<Qt""'qt.qtqlLllLttLttI.l\UlUl
5!
o
r-fNMqlLf)\D.....COo\OrlN",""l/l
qi oqt.qt <QI.ql <QIqI.qt"'-lI'1111Ul LOl/')lfl
~'
:x:
6
:;:
r3
OM\OO\NUlCOr-i<Qfr-OM\DO\N
OOOOr-fMr-iNNNMMMM<Qf
NNNNNNNNNNNNNNN
000000,000000000,
rlrirl........ririri............ri..-lri..-l
. . . . . . . . . . . ~ . . .
r4
o
fS
[J}
00000000000,0000
\D\O\OID\O\D\O\.O\O\O\O'D\D\D\O
r-trl.....rirlr-lr-tr-trlr-lrlr-lrirlr-t
r-t.-tr-tr-fr-tr-ir-fr-tr-tr-irlr-fr-irlrl
riI
~
o
f-t
U)
......rir-fNNNNNNNNNfI"IMM
<Qf.....qt'd'qtqtqtqt""'~..,.<Qfqtoqtqt
\D \0\0 \D\D\D\D \0 \D\D\O \D \0\0 \0
:3:
o
H
r...
~
o
OOOOOOOOOOOOr-tr-ir-i
~
a
r-fNMqtl.ll\Dl"COo\O......N,..,""'1J')
......rinn......r-t
~
:x:
Z
o
:;:
..;
Q
OM\OC\NLOCOrl'df......OM\DC7\N
OOOOr-lr-lr-fNNNMMMM...,
000000000000000
000000000000000
r-ir-tr-irlr-trlr-tr-ir-fr-tr-tr-ir-ir-fr-l
\0
~N
(1$ .
p...~
.....
.. .. ..
.. ..
iC iC -Ie ..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
.. .. ..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
"
"
..
"
"
"
"
..
..
..
..
..
..
"
..
..
"
"
"
"
"
"
"
" " ..
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
..
..
..
"
"
"
..
..
"
"
"
..
..
..
"
..
"
"
..
"
..
"
..
..
..
..
..
..
NMrlMMMMMO~oooo~~mmm~~mmro
~~~~~~~~~~~~~~~~w~~ww~ww
..........rlMMrlrlrlMrlrlMMrlrlrlrlrlrlMrlrlrlrl
rlrlrlrlMrlrlrlrlrlrlrlrlrlMrlMMrlMrlMMM
nm~~MMom~~Nrlm~~~NMmWW~MNO
~m~~m~~~~~~~MMMMMMNNNNNNN
~~~~~~~~~~~~~~~~~~~~~~~~~
NN~omm~W~~~MNMHommm~~~m~~
~mm~~~~~~~~~~~~~MMMMMMMMM
~~m~OMNM~~~~mmOMNM~~~~mmo
mmmmooooOOOOOOMMnnnrlMMMMN
MMrlrlrlrlrlrirlrlrlrlrlrlrlMrlrlrlrlrl
~Wrl~~OMWmN~mrl~~OMWmN~mrl~~
~~m~~OOOOnrlrlNNNMMMM~~~~~~
~~~~~~~m~~~~m~m~mmmm~m~~~
0000000000000000000000000
nMrlrlrlrlrlrlrlnrlMMMrlrlrlrirlrlrlrlrlrlrl
" .. ..
tc iC it iC
.. iI .. ..
.. ..
.. ..
MMMM~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~
riMrlrlrlMrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
rlrlrlrlrlMrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
N
0\ .
\0....
-....
o
-
=ll:
U
II)
.=00
8'"
p...
en
U
W
g~
E",
00'"
.N
... 0
::r:
I
\0
~~~~OrlNMM~~~mw~~w~~~wwmm
~~~~~rommmmmmmmmmmmwmmmmm
~~~~~~~~~~~~~~~~~~~~~~~~
m~OrlrlNNMMMM~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~
~~~OrlNM~~~~~~OMNM~~~~m~o
m~~~~~w~w~~~w~~~~~~~~~~oo
ro"~~OM~~N~WM~~OM~mN~WM~~
~~~~OOOOn~rlNNNMMMM~~~m~~
NNNNMMMMMMMMMMMMMMMMMMMM
000000000000000000000000
.......
>-
I
~"
.....0
o .
01)\0
.S~
-
~
o
~'"
N"'"
=ll:\O
~
.S!
i5.
0,..;
rl~rlrl~~M~rlHnMrlrlMMMMrlMMM~n
.. iI iI: iC .. iI:
.. .. .. iI: .. .. iI:
.. ..
it it il ..
" "
" ..
OOOOOMrlrlrlMrlMMMMNNNMM~mm~
w~~~~~~~~~~~~~~~~~w~ww~~
MMrlrlnrlrlrlrlrlrlrlrlrlnrlMrlrlrlMMMrl
rl.....rl~Mrl....rlrlrlrl....rl....rlrlrlrlrlrlrlrlrlrl
~~~~~~~m~~OMN~~Wrl~O~rl~mN
~~~~~~~~~~~~~m~m~~~~mwmo
~~~~~~~~~~~~~~~~~~~~w~~~
MrlNNNNMMMM~~~m~~~ON~~OM~
.....r-ir-fr-tNNN
-
=ll:
II)
-
.....
en
S~
(1$
Cllfl
S~
(1$0
~
~W~O~NM.mw~WmOr-fN'M~m~~oomo
Mr-trlNNNNNNNNNNMMMMMMMMMM~
mrl~~OM~mNmroM~~oM~mN~mrl~~
~~~~OOOO~MMNNNMMMM~~~~~~
OOQOrlrlrlrlr-frlrlrlMrlrlrlMrlrlrlr-trlrlM
000000000000000000000000
-'
-'
:e
;.<
o
~
r-trlMrlr-trlMrlr-trlrlrlrlrlrlrlrlMrlrlrlrlrlrlrl
:;::0:
O:I:
..:II
lioN
r--
1'1
~
1'1
~o:
~!
~N
1'1
:E
H
E-t
:;::
o
..:I
Iio
~
-e
1'1
0.
0:
:I:
,
Ifl
0\
o .
r--COOO
Mr--rl
rl
Ifl
o .
r--oooo
Mr--ri
rl
o .
.... 00 CO
Mr--M
rl
0:
:I:
I
\0
o .
....0000
Mr--rl
rl
(J) CIl8
r.. r41io
U :Z:'
UU
Z-e
H-
Pi'
:z:
o
....
M
CIl
r..
u
...
\D
+
P:
:z: M
I r--
111
0\
'"
1'1
~gj
01
E-tN
CIlr--
1'1
~
1'1
~o:
:I:
S':'
:EN
~
P:
:I:
I
\l)
1'1
:E
H
8
1'1
Cl
~
o 80\
E-t Iio....
CIl I
U
~ -e
f5
0.
M
r--
M
r--
M
r--
~o
0:....
:z:
~M
+
1'1
eJP:
-e:I:
E-tl
(J)N
....
1'1
~
~o:
~!
~N
1'1
:E
H
8
1'1
~
8
CIl
~
-e
r4
0.
0: M
:z: CO
I
111 \D
0\ rl
rl
'"
P:
:I:
I
\l)
~o
O:r--
:I:
~M
-M
E-t...
1'1
1'1....
Iiorl
- rl
M
00
\D
rl
rl
M
00
\0
rl
rl
M
00
\0
rl
rl
+
H
:E
o
CIl
0\
rl
f5
P:
-e
1'1
:>
...
~
~
::>
S
u
o 0
o 0
CO
o \0
r--
.[4
OeJN
~r--
o
8
CIl
o
~
o
z
o
H
E
CIl
o 0
o
N
:;'0 0
0\0
..:Irl
Iio
~
o
o
-0 0
N
rl
:;::
o
~
Iio
Z
HO 0
00
...
o
...
o
M
o 0
CIl
CO
\0
I
,
,
I
,
I
I
I
I
CIlCll
,
I
I
I
I
I
I
I.
I
...
\0
o
I
,
,
I
I
,
,
I
I
HH
rlN
00:
1'1
0.
~g~
<>:00
~~~
o
t-
o
00
cd
~
CIl (J)
CIlCllCll
CIl
CIl CIl
CIl
CIl
CIl
CIl
CIl
CIl
(J)
CIl
CJ)
CIl
CIl
(J)
CIl
CIl
CIl
CIl
CIl
0- CIl
\0 CIl CIl
..... CIl
<=> Cf) CIlCll Cf)
..... Ul Cf) Cf) Ul Ul Ul
::Ul Cf) Ul Ul Ul CIl Ul Cf) Ul Ul Ul
UlUlCJ)CIlCJlCllCll
0
0
.[
~
CI)
U
~ ... ...
g ... ...
...
...
0 ...
....
en ... ...
... ...
::c
I ... ...
1.0
... ...
>- ...
I ... ...
<=>
on ...
'- ...
0 ... ...
bJ) ...
.s H
.... ...
::;t ...
~ ... ......
c-f
=tt: ...
l::
0
.J:: 000
p..
0 H 0000
000
00
--' ... 00
=tt: 0
0 ... 00
.... 0
C:I:i ... 00
... 0
S~ ... ... ... 0
... ... H ... ... 00
cd ... H ... 00
Q H ... ... ... ooe
HHHH 0000000000
a:;: ... ... ... ... 00000000000 00 . ..
... III \0 t"- COO\Or-iNM.qtlll\OC'CO CJ\O M N M'" III \0 t"- co CJ\ 0 M N M'" III \D t"- co '" 0 M N M ... III \D t"- CO'" 0 M N M ",lll \D t"- CD '"
cd MMMMMMMMM MN N N N N N N N N N M M M M M MM M M M ... ... ... '" ... ... '" '" ...... Lll Lll III Lll Llllll Lll Lll Lll Lll
f.I..
...... \0 '" N III COrl... t"- o M \D '" N III co M ... t"- o M \0 CJ\ N III CD M ... t"- o ,., \D "'N III co ..... ... t"- o M \D '" N Lll co M'" t"- o M \D CJ\ N LllCO .... '"
.....
~ 0 0 MM MNN N M M M ,., '" '" ... III Lll III 0 0 0 0 M M M N N N ,., ,., ,., M'" ... ... Lll Lll III 0 00 0 M M .-f NN N M M M M'" ...'" Lll III
0 0 00 000 0 0 0 0 0 0 0 0 0 0 0 M M M M M M ..... M M M rl rl ~. M..... M M M M M N N N N N N N NN N N N N NN NN N N
0 0 oooao 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 00 0 0 ooaoo 0 0 0 0 0 0 00 00 0 0 00 0 0 0 0 00 00 0 0
~ M M 1'""'ir-tr-tr-tr-l .-f ..... M M M M .-f M M ri .-f riM ri ri ri ri riri ri ri rlr-lr-trlrl ri ri ri ri .-f ri ri.-f .-f .-f M .-f MM M ri M .-f MM Mri M ri
0
~
00
II>
bl)
<':I
tJ..
CI)(I]CI)(/)CI)(/)(/)(/)(/)
(/) (/) (/) (/). (/)
tI}(/)tI}(/)
(/)(/)(/)(/)(/)(/)
(/)(/)(/)
(/)oo(/)
Cl)tI}
CI)(/)
(/)(J)
. (J) (J)
(/)(/)
(/)(/)
(/)(/)
(/)(/)(/)
(/)(/)
OO(/)
OO(J)(J)
CIlOOOO
0-
\0
.....
o
.....
'It:
.....
o
II>
"5'
....
tJ..
Ul
U
/.I.l
g
o
.....
Ul
..;
::z=
I
\0
...;
>-
,
o
<n
.....
o
b.Q
.S
:3
o
~H
H H
N
'It:
d
.9
.....
0.0 0 0
o .
H
H H .
H H
HHH
H H H
00000000000HHH80ooooooooooo
HH 00000
H
.....
'It:
<l>
.....
CZi
H
0000
00000
00000
00000
H
H
H
000
HH
s~
<':I
Q
E~
<':IV>
....
H
H
H
HHH
H H H
HHHHHHH
=....
.- LO
::Z='"
o
~rl
o
....
H H H H H H H H H H H H H H
rl N M '" LOID .... m '" 0 rl N M '" LO ID .... m '" 0 rl '" M ... LO ID .... m '" OrlN M ... LO 1.0 ....m '" 0 rlN M ... LO \D .... m "'0 rl NM '" LO ID
\D \0 \D \D \DID \D \D V> .... .... .... .... .... .... .... .... .... .... co co co co co m co co m co "''''''' '" '" '" '" '" '" '" 0 00 0 0 0 0 0 0 Orl rl rlrl rl rl ri
ri rlrl rl ri rl ri rl rl rlrl ri rlrl rl ri ri
0 r'l \D '" NLO co ri '" .... 0 M \D '" N LO co ri ... .... 0 M \D G\ N LO co ri '" .... 0 M ID G\ N LO co ri ... .... 0 M \0 '" N LO co rl "'.... 0 M\O '" '" III
0 0 0 0 riri ri N N N M M M M '" '" '" LO LO LIl 0 0 0 0 ri ri rl N N N M M M M '" '" '" III LIl III 0 0 0 0 rl rl rl N NN M MM M ... ...
M r'l M M MM M M M M M M M M M M M M M M ... ... ... ... ... ... '" "'''' '" '" '" '" ... '" '" '" '" ... ... LO Ul LO LO LIl LO LO LO LOLO LO LOLO LO LO 1Il
0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 00 0 0 000 0 0 0 0 0 0 0000 0 0 0 0 00 0000 0 000 0 0
rl .-I rl rl rlrl rl rl rl rl rl rl rl rl rl rl rl rlri rl ri rlrl rirl ri ri ririri rl rl rl ri rl ri nririrl rl rl rl ri rlrl rlrlrlri rl rirlri ri ri
0'1
~
01)
~
~
f,J
rz. 0 0
0 .0: ....
f-t ~
f,J CIl M
:;: :r,
H ~
f-t ...-
~
tr>
5 f,J Q)
:;: ~ f ~
H ....
~ f-t .....
CIl .....
1
0 z.o: 0\ '"
I Hf,J ..... .....
1 CIlJ>:
0 .0:.0:
1 m
0
1
CIl CJ) 0
. CIl CIl
1
0
. Q J>:
0 0 ::> M C"-
o H 0 lfl M
. J>: lJ:
0 f,J 1
I CIl '" '"
1 f,J ....
..:l 5
H
Q :;: :;:
Z H
0'1 0 f,J ~
\0 U ~ 15
- f,J M ....
0 CIl 0 l/J M
- CJI J>: lJ:
~ ><J>:CI) 0 I
- ~~~ rz. '"
(,) N
(1.) ~
"5' 5t.o: 0
..:l
.... Cl)f,Jf,J rz.
~ rz.rz.~
CI) f,J 15
u rz.u 0 M ....
OH ~ 0 lfl M
W S m - lJ:
rf ::>CIl f,J I
",u15 ;:c \D
0 zo
- HlJ:
CI)
...: ~z
OH
::r: ..:l rz.
I rz. f,J 0:': 0 0
\0 :;: f,JrJ 0 C"-
H
...: f-t :;:llo '" M
;>< H
E-<
. QJG
0
V)
~ :.:~
0 .0:0
01) f,J..:l
.S llorz.
'5
~
N 6 f,J ;'i
~ :.:
~ H ~ Q
E-<
.9 .0:
0- E-< ..
CIl ..
0 ..
- .....
E-< I.
~ .0: U
(1.)0 0 00 f,J
..... 0 lJ: lJ:
(ij 1 Z Po 0
. 0 ~ E-< rz.
Ef I H 0
1 E-< 0 Q
tIS 1 ~ 0 f,J Q
0 0 '" t; z
0 f,J Cl f,J
a~ H HH Po >< 0
ex> '" 0 0 lJ: '" ..:l
tIS..... ..... .....N ~
~..... ..... ..........
0:
;:::<0 ..... '" .... 0
.- '" Lll U"l lfl Z
::r:lfl Lll U"l lfl
~o 0 0 0 ..
0..... ..... ..... ...... ..
..
~ .....rl + + + +
Il)
bl)
C<S
1:1.
....
I.D I.D
..... Ul ....
I.D 0 I.D
lfl M ~ IJ)
Ol 0'1
0
E-<
t5 Q .0:
U
Ul 0 ..... IJ) ..... ... '" 0) III
U .... IJ) ... 0 M ... 0'1 N
CJ) P IJ) '" ... ... ... .... 0) CIJ
H Q 0 ..... Lll t"- O) Cl'I Cl'I H
~ Ul >
D: .0:
Q Q
Ul
8- D: 0'1 0 MMO "'0 ID r-:
.0: 0) "'0)..... IJ)M ID
Lll ~ .... Mt"-M M.... t"- IJ) Ul
co ~ CJ) 0 .........t"- COCl'l '" co Ul
ml'>: j '" D:
.....8 ....E-<
-(I) -00
.... '" ....
Q co N co 0 '" ........ ID M Q
IIlZ r>o ..... M... co I.DID 0 Lll CO ... 0 IIlZ
UlO 0 .... "'.... ..... "'0 t"- ....co '" UlO
r>oU 0 ......... t"- com Cl'I .... ....I.D .... r>oU
I Ul D: ..... I Ul
(I) Ul 00
III
ZOl 5 6 '"
.00 t"- O) 0 ....0 "'0 It> co 0 IJ) 0
H I.D Z .... .... o Lll t"-m .. M ID H ID
CJ) M .... III 0 ..... '" ID .... 0'1 '" 00
D: - Ul 0 ..... Mt"- coO) Cl'I 0'1 .... 0 .... D: oi
0\ Ull'>: :x: IJ) ..... Ul
\0 >~ E-< :> W
- 8 E-<
0 :'::Z Q :.:: Z
- "'~ ~ I.D t"- MO\r--CO III '" r-- '" Ul
=l:t: .....U 0) ... wo!',..., 0) Lll .... .0'1 .... U
IJ) '" 0 lJ)0'\0,,", III .... ........ IJ)
u Cl 0 ..... N\DCOCO 01 r- ..... lfl..... 0
Il) E-<Z 00 E-< M E-<Z
.0' XH U Z XH
PI H Ul D:
.... :;:~ :;: :;: :;:Ul
1:1... 1Il~ .. 0 Lll '" r-Lll Mt"- m... M co . M IJ) .. IIlUl ..
en" HZ .. Z !:; 0 ",m co.... r--.... N m N .. HZ ..
U" ~H .. 0 "'..:I '" m .....r-- m co III ....."'co ." ~H ..
Cl .. U '" #Ul 00 NI.D r--co m IJ) ...."'..... .. 0 ..
~.. .....Z Ul Z :> N..... .....Z
l~ H ZUl I Ul
S~ U E-< OQ U
UlU '" ..... H UlU
:X:H Ul I .... E-<E-< 0 mr-- MCOO\tOO \D '" :X:H
.8 Cl U U "'00 N ID\D .qtr--["\O\O ... 0 CD 0
en UlO X Ul 00 ..... ..... co OLllQJr--~ ..... M ..... UlO
Cl..:l Ul :x: '" 00 N\Dt'COOl ... .... '" .... 0..:1
....: ~~ ..... ..... ~~
::r: 00 #:;:
U~ Z D: ~~
I ~ 0 UlO
\0 H M E-<E-< 0 0 MfIlO\O U"JO\DO 0 0 .IJ) "':x:
p; E-< HCJ) r-t en \00\ ......0'\0\0 '" \D IJ) co co
:X:~ '" CJ) '" rir--COM r-\OMO ~ .... 0 \Dr-- :X:Ul
~ "':x: 0 '" OO.-f\D r--coCl'l ..... M ..... ..... "':x:
~8 ~ :;: . ..... Q ..... ~E-<
1:1. ..:l '"
~ Cl ~ P 0
oen M ~ D: 000
- D:D: '" r~ 0 '" \0'" l'CO\Oa) ....'" \D :x: '" :> \D r- D:D:
~ ~&'} CJ) ~ IJ)O .....IX)I.D\D M... E-< Ul ... ... r- ~~
0 Z or-- t'r-t\DUl MCJ'\ t"- ..:I 0 '" .....
bl) :X:Z H r>or>o 00 rl\Dt'CX) Cl'I0l \D :;: Ul ......-1 ........ :X:Z
H ~ 0 0 0 H
.s QCl ..:I E-< ..:I QO
+-> OZ Z .:10 r>o OZ
;:j OW 0 HZ :;: OUl
~ ..:l U .... :X:H M Ul 00 oO\o~ o IX) Nt"-- Ul M 0 ..... ~Ul .......... ..:l
r>or>o 8 :.:: ..:ICl'I . ON coo LllN\OCO '" 0 '" OI.D r>o r>o
0 Z X::> ~ r>o..... ..... Cl'Ia\D lflm LllLtlNCD Q!:; 0 0'1 0..... 0
c--f 0 00 Z I aro .....IJ) I'CDO\O\ 0 0 0.....
=l:t: en H r>oD: H D: 00
'" 00 '"
Q l'>: D: D:
.9 0 Ul t:i1;i~ 0
+-> U :> Q 00 E-< r>olIlUUUUUUuu 00 !5 :.:: 1;i 000 .0: Ul ()/ Ul N U
Cl. H H H H Ill"'''''''",,,,'''''''''''' ..:I :.:: :'::0: CJ) ootI)OON
0 ~ ..... ;>i
I iii
- ~ U
Ul .0:
=l:t: :x:
Il) tI)
+-> CJ) tI)
en H ::i
::> :x:
S~ 8
C<S Ul ..... '" M 'l;JtU'l\O['co Cl'I0 .....'" M ...lfl\D r-co 0'1 0 ....'" M "'IJ) IDt"-
0 Z ..... .......... ..... .............. ..... ..... ..... '" "'''' '" "'''' "''''
H ..
S ..:I ..
..
C<S Ul
~ Ul
..- 0:
::a r>o
..
X ..
0 ..
~ ..... ..... ....
N
tU ..
bll ..
os ..
~ ..
..
..
..
..
..
..
..
..
rl rl LIl rl rl rl rl
.. 0 0 0 0 a 0 0
..
..
..
..
..
..
.. rl .... \0 .... .... .... rl
.. 0 0 0 0 0 0 0
..
..
..
..
..
..
.... .... \0 .... .... .... rl
.. a a 0 a a 0 a
..
..
..
..
..
..
.. .... rl \0 .... rl rl rl
.. 0 0 0 0 0 0 0
..
..
..
0\ ..
\0 ..
- ..
0 .... rl eo .... .... rl ....
- .. 0 0 0 0 0 0 0
'ft: ..
~ ..
- ~ 00
U riI ..
tU
.0' 8 ..
riI ~ ..
.... 8 ~
~ Z H .. 6 Z
CI) riI H ~ .. 0 .... rl LIl Nrlrl rl
~ .. H H 0 0 0 000 0 <t;
U Po Z 0 CI) 8 riI
~ 0 0 .. 00 ~ ~
gN~ H :I: .. riI <t;
#riI 8 Po .. U H Z
:> <t; ~ ril8 Po 0 Ul
OZriI ~ .. P:~ H H 0
_00 0 .. U 8 0
CI) ~ 8 Po 0 .. :oe8 riI U H
~ P: 000 n: .... .... .... Nrl ....rl ~. i;:
";PoOO 8~~~ .. <t; ..:lZ Po 0 0 0 00 00
:I:: 0 0 .. riI :oe c..o 8P:ri1
. Po I'(H:I: riIri1 OOC11 .. ~ 0 U ~ Cllri1Po
\O~~ ffi Z08 8::;: g;g; ~ riI <t; ~ IOIO:E:
H r<.<t;H .. r<. Cl)Z 8 <t;~H
00008 00 .. Z ";0 0 W
~riI0 Cl)ZZ :I::I: .. H ~II1H 8 8 ~ZE-<
8E-< WHHP:ClC> CI) ..; CII E-< <t; Z
~HOO ~"'E-<riIZZ LIl LIl .. <t; HZCII Z <t; HriIriI
CII ~~C!lHH 0 '" .. 10 E-<HriI H Po ........ N "'.... .... .... E-<:>U
M Po ~E-<E-<~~~ .. 10 HClU CII 00 0 00 0 0 H~~
:::. ~ ~. Lt1 0 ZWriI ..: Z ZpW
::;:UlUlZWriI .. CI) HIOP: C!l 0 HUPo
......0 .. CI) H
o M .. riI 00 U E-<
bllffi..... M 00 0 0 r- :.: U 0\ H'" 00 0 ~ lOa 0
0 N Lt1 ~ri1 .. :i H rl. 8.... LIlO 0\ 0\'0 0
.S..: .... 0 .... LIl ~~ .. 8 CII -a H
-c..rx. ~ 0 0 .. CI) H 0 '" Po r-o
~ 0 P:IO 0 H P: 0 H........ NN .... .... rl.... \ON
O~ ~ rl rl W .. 8 ..; P: W ~ Uoo 00 0 0 00
~~Cl ~~ .. E-< W 8 N riI
~H Z .. :oe <t; 8 U ..; P:
N:I:H W HH 0 0 U ~ 0 Po
'ft: >: ~ ::;: 8 .. ~ ~
H Z .. rx. rx. fa Z ~ W
~OO 8 0 ..:l .. Z rx. 0 ~ E-<
.s c.. P: Z rilriI QlWfil H ~ H 0 <t; UQlZn: H ::;: ~ ~~Po
;I:HE-<:E:Z E-<~ 8 .. 5 U riI E-<CI)O ~ p: Z E-<IO:E:
a Po!riI'(H <t;H g 0 .. .. .. .. .. .. ~ :oen:UH 0 riI .... .... ....M .... 0 ......... ~~~
0 ~ OE-< 08 E-< .. .. .. ~ Z 0E-<P:8 8 ~ 0 0 00 0 0 00 CI)
HH ~~ .. .. H ~CIICllP: H CIl fil C1l C1l~P:
C> Po CII .. .. W .. Z CI) rz. Po ~ 0 U
- 0 ~ E-< .. .. :.: .. H ..; H U ~
'ft: P: 0 H .. .. :s .. C1l 10 riI U Z
B ~ U 5 .. .. I'( 10 C1l riI H C1l
.. .. .. II1 0 ..; ~ U
.... :I: .. .. .. 10 C1l C!l Po CIl
CI) ;I: .. .. .. 0
s CII .. .. CI)
H .. .. ..
os ~ .. .. ..
0 Cl .. .. .. .. .. ..
Z
S riI ..
..
os ..
u.- E-< .. :.: ..; rz. C!l H C1l
- H .. :.: 10 10 Po Po ~
-
:E ..
... \0 r- eo 0\ r-
.. ....
>< ..
0 ..
u.-
C")
II)
OJ)
CI:l
p..
0'\
\0
......
o
......
~
.....
u
II)
~~
....
p..
CI.l
U
~
~
o
.....
Ul
~
I
\0
p;
::E
p..
~:I:~
.....Po,4
'o~
OJ)~~
.SH
~S
o
~CIl
ftCll
~~
=20
08C!l
.R~ :s
O~Eo<
ftH
~Q
II)CJ)
.~U
CI.lCll
Ef
CI:l
Cl
8
CI:l
~!3
53 to
~....
o
~
..
..
..
r-iOMM......
I- 1.0 ....
....
qtO\DMr-i
1.01-....
....
ONCO.qar-i
"'to....
....
CJ)
ril
Eo<
~
H
:I:Q
p,~
~o
OQ
00
t>:H
~~
I
f<f%.
HO
SQ
20
ril
a>COrf-LO......
NO\N
....
o OJ <QI" If) M
O....N
........
N~O'\\Drl
<-MN
....
M
'"
CD \D M. f' N
""""M
....
OCOO'\CONO
M '" M
....
\DCOlJ)ONO
r-f\O~r-I
....
tilr-ir-lrlNO
!"-"'....
....
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
..
"
"
..
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
..
"
"
"
"
"
"
"
"
"
"
..
"
..
..
"
..
..
"
..
"
..
..
"
..
..
..
..
..
..
..
..
..
..
"
"
"
...
"
..
"
..
"
..
"
"
"
"
"
..
"
..
..
..
"
"
"
"
"
..
..
"
"
ril
l<:
~
z
o
H
~
Eo<
CJ)
Eo<
<C
:I:
Po
~
C!l
o
~
Q
><
:I:
"
..
..
..
"
..
..
"
"
..
..
..
..
..
"
..
..
..
..
..
..
"
..
..
"
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
"
"
..
..
..
..
"
..
..
..
..
"
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
"
..
..
..
"
"
"
"
"
"
"
"
..
..
..
..
"
()I
p,
:<:
o
u
~wrl~~~m~O~N~~NOJ~mM~~OJmCOCDmoN~OONro~O~U)
rlOOmIDm~f'~\O\OLOLOm~~MMN......omCO~\o\olf)~MMNNNMr-t
NNNrlr-tnMr-Irlr-lr-lr-lr-lr-lrlrlrlrlrlrlM
<J)
<J)
ril
U
><
ril
\D~~\O~LOLOLOlf)LOLOlf)LOOOOOOOOOOOOOOOOOOOOOOO
00000000000000000000000000000000000
<J)
<J)
o
..:I
...... rl r-I rf r-I rl rl r-I ,-; r-I rl r-f rl 0 0 0 0 0 0 0. a a 0 a a a 0 0 0 0 0' 0 a 0 0-
aoaaooooaooaODOOOOOOooooooooooooaoo
Z
H
~
f'~~\D\O\O\O\O\O\O\D~\Oooaooooooooooooooooooo
000000000000000000000.000.0.000000.0000
Q
r>:
o
......NM~~\O~mmOriNM~U)\O~OJO'\ar-tNM~~\O~OJ~OMNM~lJ)
\O\OW\O\O~\O\D\Df'~~~~f'~~~~mCOCOOJCDCDCOOJcocom~mm~m
~
r>:
::r:
z
o
:<:
<C
Q
OM\O~NLOoo......~~aM\OmNlf)COr-l~~OM~~NlJ)COrl~f'OM\OmN
OOOOrir-lriNNNMMM~~~~~m~OOOOHrlnNNNMMMM~
MMMMMMMMMMMMMMMMMMMM~~~~~~~~~~~~~~~
00000000000000000000000000000000000
nrl~~rl~rl~rlrlrlrlrl~Mnrlrl.rlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
. ~ . . . . . . . . . . . . . . . . ! . . . ~ . . . . . ... ~. . . . . . .
()I
'"
:<:
o
u
aOOMMNM~~~ONm~~MM~~ON~WN~~mN~OOMMrlrlm
rlrlMrlrlNNNNMMMM~~~~moMroMm~o
rir-fr-fNr-..Mqt
<J)
<J)
ril
U
><
ril
Orir-frlrlr-frlr-frlrlrlNNNMrlNMMMmmWW~WOMW~ON~~~
OOOOOOOOOOOOOOOOOOOOOOOOONm~~qt~Nrlrlrl
CJ)
<J)
o
..:I
o~~m~mmm~w~~~~o~~~~~mWmD~MrlD~~omqtMM
QOOOOOOOOOOOOOrlOOOOOOOOrlONMNrlrlrlOOOO
Z
H
~
ow~~~w~~~~~mmWMmmOOOM~m~~~rlM~rlOmO~~
OOOOOOOOOOOOOOrlOOrlrlrlrlrlrlrlrl~mWWWmNNrlrl
~
o
r-fNMqt~~~OOmOrlNM~~~~romOrlNM~m~~ro~Or-fNM~m
rlrlnrlrlrlrlrlMrlNNNNNNNNNNMMMMMM
~
r>:
:r:
z
o
:<:
<C
Q
OM~~N~ror-f ~OMWmNmmrlqt~OM~mNmmrl~~OMW~N
OOOOr-f~rlN~iN~MMM~~~mm~OOOOrlrlrlNNNMMMM~
00000000 OOOQOQOQOOOr-frlrlrlrlrlrlrlrlrlrlrlrirlrl
00000000000000000000000000000000000
rlr-fMrlMrlrlrlrlrlrlMrlrlrlrlrlrlrlrlMrlrlrlMrlrlrlrlrlrl~rlrlrl
'<:t
~
01)
0;$
~
M~~m~~~~~MMNNNn~MrlMrlOOOOO
.-1M
0000000000000000000000000
0000000000000000000000000
o 0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a
0000000000000000000000000
0000000000000000000000000
0000000000000000000000000
w~mmOMNM~~~~mmOrlNM~~~~m~o
mmmmOOOOOoQOOOrlrlrlMMMrlrlMrlN
rlMMMMMMHMMrlrlrlrlrlrlrlrlMMrl
~mrl~~OMWmN~mrl~~o~~mNmmM~~
~~~~~OOOOMrlrlNNNMMM~~~~~mm
~~~~~~~~~~~~~mm~mm~mmm~~m
0000000000000000000000000
0'\
\0
.....
~MMHrlMMrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
'It:
-
o
~
.0'
...
~
tl)iC it it -II it it it it...... -1& it -II it.. it it.... iC" ill" iC iC
U
~
g-
O
OO~8~~~~~~~~~~~~~~~~:~~~~~~
~~~m~~~~~~~~~M~MMMNNNNNNNN
::a
.
\0
~
::S'"
~ri
~
.....
c,....
o
01)",
.So
-
~
o
~
NrlrlOOD~mm~mmmm~~rl~~W~~~~
rlrlrlrlMrlOOOOOOOOOOrlOOOOOOO
NNNNNNNrlrlrlrlrlrlrlrlOrlrlrlrlrlrlrlrl
000000000000000000000000
N
'It:\D
l:l~
.g
-
0..
o
ft\D
~M
~
-
cn~
S8
~
Q
Sri
~
~
~MMNNMrlOOO~~~~m~Nmoo~~~~~
Mrlrl~rtrlrlrlrlMOODOOOMOOOOOOO
~ro~OMNM~~~~mmOMNM~~~~~mo
MMM~~~~~~~~~~~~~~~~~~~~~
m~~~OM~~N~WM~~OM~mN~OOM~~
~~m~aOOOMrlMNNNMMMM~~~~~~
rlrl~rlNNNNNNNNNNNNNNNNNNNN
000000000000000000000000
n~nMrlMMMMrlMrlrlrlMMrlrlrlrlMMrlM
-
-
:E
~
o
~
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
.
..
..
.
..
..
..
.
..
..
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
.
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
..
..
"
..
"
..
..
..
..
..
..
.
..
..
..
<l'
'"
'"
[J)
[J)
ril
U
~
ril
..1
~
o
E-t
:;:1>:
O:X:
..1.
lioN
r-
ril
~
ril
~I>:
:;::x:
~.:.
~N
'"
N
M
en
[J)
o
..1
..1
~
o
E-t
o
'"
'"
..1
..:l
<l;
lio
Z
H
~
ril
:;:
H
E-t
..:l
<l;
E-t
o
E-<
:;:
o
..1
lio
:<:
..;
ril
Po
I>:
:x:
I
U'I
'"
U'I
I>:
:x:
I
'"
~
:x:
[J)
lio
U
+
'"
r-Mr-
M"''''
rl
'"
r-Mr-
PI"''''
rl
'"
r-Mr-
PI"'lD
rl
'"
r-Mr-
t")"'lD
rl
C/)
lio
U
U'I
'"
rt
N
U'I
U'I
+
'"
'"
'"
H
:;:
()I
en
'"
M
\D
rs
~
C/)E-t
rillio
:X:.
UU
Z..;
H~
~
H
~
::>
~
u
..
..
"
"
..
"
..
"
..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
..
"
"
"
..
"
..
..
..
..
"
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
"
..
..
..
..
..
..
..
if if .. .. il
" ..
.. ..
.. :;: ..
.. ..; ..
.. Q ..
" "
" "
" "
.. ..
.. ..
.. ..
.. ..
it -II .. .. ..
..
..
..
..
"
..
..
..
..
..
..
..
..
..
"
..
..
..
:<:
:<:
'"
rl
~
Q
::>
I>:
:x:
E-<
:;:
o
..1
lio
ril
E-<
::>
o
I>:
ril
..1
cJ
C/)
E-t
o
..:l ..1
O..:lPO
~O
f-ol>::Z:
ZE-<Po
8a~
Uel
~f-o~
HOQ
~..:l><
"'''':Z:
C/)
rilMN
..1 0
III
..;
H
I>:
~
..1
o
I>:
E-tf-of-o..1
5~ScJ
UP,POC/)
HH()I
5
Po
E-t
::>
o
o
:<:
rt
N
V'l
d)
~
p...
0\
\0
......
o
......
~
...
c.>
d)
.e-
p...
CI)
u
~
g-
O
...
CI)
..:
::r:
I
\0
~
~
p...
l"')
--
......
.....
o
bI)
.s
...
;::S
~
~
s::
.8
...
P-
O
......
'It:
d)
.....
U5
s
cd
o
S
cd
~
-
::a
~
o
~
ES
>'(
Q
~
Z
H
~
::>
o
P:
;x:
Po
~
~
o
P:
~
;x:
~
z z
o I"iI
H H
Eo< U
H H
gJ~ ~
;X:O I"iI
uuzo
>'( OU
I"iI..:IH
P:.(E-<Q
lIIHH
::>Eo<Q~
CIlHZ
zo
f%.HU
o P:
14..:1
p:o~~
I"iI HZ
lIIPlE-<H
~PoH~
)tZP:
Eo<HO
~
"'>00
PlOO
..:I .
W\D
rl
...
~
Z
H
E-<
::>CIlPoU~
OUo)tH
P:E-<Eo<P:
UlH>
I"iIZ Ul
~ ~
o
E-<
CIl
CIl
P:
N
N
III
rl
rl
'<I'
'"
III
....
o
\D
III
'<I'
III
M
III
...
o
~
I"iI
;'i!
~
CIl
M
N
o
o
co
rl
...
o
o
\J)
...
...
o
o
'<I'
rl
rl
o
o
N
rl
rl
o
o
o
rl
rl
o
o
co
o
rl
o
o
'<I'
o
rl
o
o
N
'"
Z
o
H
~
;;
I"iI
..:I
I"iI
I"iI
CIl
'<I'
N
...
CO
\J)
'"
o
III
III
III
M
'<I'
N
N
...
N
rl
CO
\D
M
'<I'
o
I"iI
~
P:
:2
u
CIl
H
Q
CJI
CIl
I"iI
CIl
III
N
\D
N
o
o
o
N
...
o
III
'"
...
...
o
o
'"
rl
...
o
III
CO
rl
...
o
o
..
..
..
CO
rl
rl
o
III
....
rl
rl
o
o
....
rl
...
o
o
\D
...
rl
Z
o
H
['-0
;;
I"iI
..:I
I"iI
~
~
Q
Z
o
H
E-<
;;
I"iI
..:I
I"iI
I
C>l
~
o
E-<
tI)
CI
C>l
E-<
::>
0.
;:;:
o
U
NO
00
III CO
COrl
rl
III 0
rl 0
'<I' \J)
\J) rl
...
COO
NO
....'<1'
'<I'rl
rl
rlO
CO 0
MN
Mrl
rl
rlO
'<I' 0
M 0
N rl
rl
....0
'<1'0
III CO
rlO
rl
'<1'0
COO
III '<I'
o
rl
00
00
N
'"
I"iIZ
~~
O~
['-0:>
UlC>l
..:I
I"iI
NOO
o III 0
IIlMCO
CONrl
rlrl
000
'<I'OUl
"'cor-
r-\Drl
rl
III 0 0
Or-O
'<I'Nr-
r-'<I'rl
rl
III 0 0
rlOO
~
~
CI
Z
o
H
E-<
;;
I"iI
..:I
W
,
:;:
o
..:I
f%.
E-<
::>
o
,
C>l
~
o
E-<
Ul
CI
Ul
~
0.
;:;:.
o
u
'<I' \D
\D rl
rl
COOO
NOO
r- '<I'
'<I' rl
rl
rlOO
cooo
M N
M rl
rl
rlOO
'<1'00
M 0
'" ....
....
r-OO
'<1'00
III CO
.... 0
....
'<1'00
CO 0 0
III '<I'
o
....
000
000
N
'"
C>l:;:Z
ClOO
<l:..:IH
P:f%.E-<
~~;;
UlOUl
..:l
Ul
NOD
'<1'00
0'<1' 0
rlCON
. r-f \D r-f
NOO
\J)01ll
c.'l 0\ 0\
00'"
....1Il....
NOO
.......0
.......'"
"'Ill'"
M....
MOO
"'Mill
O'<l'CO
"'Nrl
N....
I"iI:;:Z
ClOO
<l:..:IH
P:f%.E-<
~~;;
UlOUl
..:I
Ul
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
~
CI
Z
o
H
E
CIl
~
;x:
Po
~
~
o
P:
~
;x:
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
...
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
..
C>l
~
E-<
CIl
MNNNN..-tMrlOOOO\O\O\CO
(])(])COCOCOCOCOtOOJCOCOr--r--r-r-
r-fr-ir-irlr-fr-f.....r-Irlr-t.-fr-irlr-fr-f
rlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
I"iI
~
~
o
E-<
tI)
r-iCOlIlNcnLOr-I[,~O\DNCOLOrf
1X)['r-,.....\D\.D\DUllftLtl~...MMI"'l
coroCOO)CO COCO Q)OJCOCOQ)(I)Q)Q)
:s:
o
..:l
f%.
~
::>
o
r-N\Dr-iUlO\N\OO\l"1O'\\DNCOlJl
r--r---\D\OUl~'c:t'MNN,.-fr-fr-tOC>
r-irlr-ir-tr-ir-irlr-tr-l.....Mr-trlrir-f
ii!
o
rlNM...qtI.l')\'o['a)tT\Or-fNM'c:t'LIl
COroCOCOCDCOCOCOCOO'\O\O'\O\O"to\
~
;x:
6
;:;:
>'(
CI
OM\DO\NUlCOr-lqt[",,-OM\DO"tN
OOOOr-ir-lriNNNMMMM-.;;ft
qt""''''dIqt.qt'''''",*,'''''''dI~.qt~...."".qt
000000000000000-
...rlrlrl...rlrlrlrlrlrlrlrlrl..-i
. ~ . . . . . . . . . . . . . . . .
I"iI
~
~
CIl
COOrlM""'-..::PU"I\D\O\Dr-r--r-r--r-
["--mCOCDmcocoCDCDCOCOCO(X)WCX)
r-fr-ir-frl......,....rtr-ir-fr-fr-tr-frirlrl
r-Ir-frlr-tr-fr-fr-ir-f......r-friHrlrlr-l
I"iI
~
o
E-<
CIl
NO\OONNrlCDMr--ONM'o;;jt<qt
MUl\DCOO\Or-friNNMMMMM
OJ co co co 0),0\ 0'\ O't 0'\ 0\ 0\ 0\ 0\ C'\ 0\
:s:
o
..:I
f%.
t:
o
\Ol""triUllftNf"-NMrlCONLIl\D\O
ONLllr--O\r-fNqtLn\D\Dr--r---r--t'
rl....r-tr-trlNNNNNNNNNN
ii!
o
r-INM"dtLO\Dl"COO\Or-fNM'QILO
..,.~qt~~qtqt...,.'o;fILOUlU'lLOU'lUl
~
Z
o
::0:
~
Q
o t"'J \0 0\ N l/) co I"""i .qt r--. 0 M \0 0\ N
OOOOr-frlr-fl"'iNNMMMM.qt
NNNNNNNNNNNNNNN
000000000000000
......rl.......rlrl...rlrl......rlrlrl
* . . . . . . . . . . . . . . . . .
I"iI
~
CIl
000000000000000
\D\O\D\O\O\D\O\O\O\O\D\D\O\D\D
......r-Ir-fr-fr-fr-fr-fr-fr-tr-trl...-4rlr-fr-t
rfr-ir-trir-frir-lr-ir-frir-ir-fr-ir-irl
I"iI
~
o
~
CIl
r-ir-tr-tNNNNNNNMM"'i'.qtLO
~"'f:It""''''''qJ'qt.qt~qt.qt.qt~~...,~
\D\D\O\O\D\O\O\D\O\O\D\D\O\D\D
~
o
H
f%.
t:
o
OOOOOOOOOOr-fr-fr-fr-fN
ii!
o
~
P:
;x:
Z
o
;:;:
~
CI
riN;MqlUl\DC'comOr-tNM'd'LO
r-I..........r-Irlrl
OM\oO)NLOCO......."r-OM\oOlN
OOOOr-tr-tr-lNNNMMMM"dt
000000000000000
000000000000000
r-Ir-fr-fr-fr-frln.....rlrlrlr-frlr-frl
1.0
~~W~~~~~~~~~~m~~~~MMMMMNNN
~~~~~~~~~~~~~~~~~~~~~~~~~~
~~MnrlMnMMMMnrlrlrlrlMrlrlrlrlrlrlrlrlrl
riririririrlrirlrirlrirlrlrlrlrlrlrlrlrlrlrlrlrlrl
~~O~MO~~rlm~NO~~N~~~NOW~Mrl
NNNrlrlMooo~~mmmoo~~~~~~~~~~
rorowoomoomoow~~~~~~~~~~~~~~~~
rl~~O~~rlOO~Nm~~~~NrlOmOO~~~MN
Om~mmoo~~~~~WWW~W~~~~~~~~~
ri
~~~mOrlNM~m~~oomOrlNM~~w~mmo
~~~~OOOOOOOOOOrlrlrlrlrlrlrlrlrlrlN
rlrlrlrlrirlrlrlrlrlrlrlrlrlrlrlrlrlrirlrl
~OO~~~OM~mN~mrl~'~OMWmN~Wrlq~
~~~~~aOOOrlrlrlNNNMMMM~~~~~~
~~~~~~m~~~~~~~~~~~~~~~~~~
0000000000000000000000000
riM rlrlrlrlrlrlrlrlrlrl~rlrlrlrlrlrlrlrlrlrlrl
~ . ~ . << . << . . << << << << . << << << . << << << << << << << <<
~~~~~~W~WWW~~~~~~~~~qMMMM
wro~m~moomromromwoowmmmmmmmmmm
rlrlHrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
rlrlMrlrlHrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
~
1.0<1'
- .
0'"
-'"
:f;I::
..-
to)
CI>
.=
O.
"'Ill
'4...
U)N
U
~
MNO~~~MOWW~rl~~~NOmW~rlm~~
MMMMNNNNrlrlrlrlOOooom~mmoomm
~~~~~mm~~m~mmmmm~mmwoom~m
~M~~~~N~M~~~~O~~~~rl~~O~rl
~~~~~mm~~MMNNNMnOOO~~~~m
NNNNNNNNNNNNNNNNNNNrlM~Mrl
ff",
o III
..-
U)
~~~OMNM~~~~W~OMNM~~~~~~O
~~~~~~~~~~~~~~~~~~~~~~~m
mM~~OM~mNmm~~~O~~~N~~M~~
~~~~OOOOMrlrlNNNMMMM~~~~m~
NNNNMMMMMMMMMM~~MMMMMMMM
000000000000000000000000
III
";<1'
~N
,0
1.0
~
~.....
'4
rr.
--..."
-
Mrlrl~nrlMrlHrlMrlrlrlrlrlrlrlrlrlrlrlrlrl
. . . . . ~ . . . . . . . . . . . . . . . . . . ..
~OrlrlrlrlMrlrlrlrlNNNMM~~~~WOrlMm~
o .
~~~~~~~~~~~~~~~~~~~~~~~~~~
.:::1 r-f r-f r-f rl r-t r-I n r-f r-4 rl ri r-f r-f rl rl ri rl r-f ri r-f r-f r-f r-t r-f r-I
..-
~
o
~~...~mO"N"'Ill"'ooO"''''rl~IllIll'''rloo'''Ill<l'<I'
N~~~~~~~mm~m~~~~~wmONMm~~rl
~w~ww~~w~~~~~~~ww~~~~~~~~m
J:::
.9
..-
0..
O~NMMM~~~W~~m~rlMm~Mm~No~moo
rlr-frlrlNNr')<qfLllLll\Dm
-
:f;I::
CI>
..-
Cfi
Ef~
cd
QIll
a;!;
cdO
~
~romoMNM~~W~mmOrlNM~m~~mmo
r-fMr-fNNNNNNNNNNMMMMMMMMMM~
~rl~~OMW~N~mrl~~OM\D~NmWrl~~
~~~~OOOOrlrlrlNNNMMMM~~~~mm
OOOOnrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
000000000000000000000000
.......
-
:E
~
o
~
rlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
..
"
"
..
..
"
"
"
..
"
..
"
"
"
"
"
..
"
"
"
"
"
"
"
"
"
"
"
"
"
..
"
"
..
"
"
"
..
"
"
"
"
"
"
"
..
"
"
"
"
"
"
"
"
"
"
"
"
"
"
..
"
..
..
..
..
"
"
"
"
"
"
..
"
"
"
"
"
"
"
"
..
..
"
"
..
"
..
"
"
"
"
..
"
"
..
..
..
"
"
"
"
"
"
"
..
"
"
:;::1>:
O:x:
..:I.
f<oN
~
r>l
~
r>l
>
~I>:
:>::x:
~.:.
~N
r>l
:>:
H
E-<
:;::
o
..:I
f<o
:.:
~
r>l
Co
I>:
:x:
.
III
'"
III
I>:
:x:
I
'"
~
(J)
f<o
U
+
o .
'" '" III
ri<l'lll
ri
o .
"''''Ill
ri...1ll
....
o .
'" '" III
ri<l'lll
.....
o .
"''''Ill
...."l:II.Ul
.....
(J)
f<o
U
o
~
N
'"
r-
N
+
III
I>:
:x: 0
. co
III
'"
III
III
r>l
o
~~
O.
E-<N
(I)'"
riI
~
r>l
>
~I>:
:x:
~.:.
:>:N
~
III
I>:
:x:
.
\D
III
(J)E-<
r>lf<o
:X:.
UU
Z,.:(
H-
r>l
:>:
H
E-<
r>l
o
~
o
E-<
(I)
:.:
~
r>l
Co
o
m
o
00
o
m
~O
I>:r-
:x:
-N
E-<'"
f<o'"
I
U
~
+
r>l
01>:
~:x:
E-<.
(l)N
...
r>l
~
r>l
;:c
I>:
~7
:>:<1'
~N
r>l
:>:
H
E-<
r>l
~
E-<
(I)
:.:
~
r>l
Co
I>: 0
:x: III
I
III ...
'" rl
....
III
I>:
:x:
I
'"
~O
E-<~
r>l .
r>lo:>
f<orl
- rl
o
III
r-
rl
.....
o
III
r-
.....
....
o
III
~
rl
rl
~O
I>:~
:x: .
-N
+
.H
:>:
()I
(J)
'"
.....
~
r>l
~
r>l
>
H
E-<
:s
::>
~
u
o 0
o. 0
o 0
o
rl
o 0
en
.M
ot.90
~m
o
E-+'
CI)
CI)
o
o
r-
I
I
I
I
,
en en
I
,
I
~
Q
o 0
o '"
'"
z
o
H
E
en
o 0
o
III
:;::0 0
00
..:1<1'
f<o
S
o
o
-0 0
o
'"
:;::
o
..:I
l1.
Z
HO 0
o
~N
H
o
o
rl
o
,
.
.
I
I
I
I
,
.
H H
....N
o
01>:
r>l
Co
....
~gg
:x: 00
,.:(.....rl
Q
r-
d)
bI)
<'<l
Po.
en en en en en en en en en U)
en (J)
U)
U)
U)
(J)
U)
en
(J)
CI)
(J)
(I)
(J)
(J)
(J)
(J)
(J)
0\ en (J)
\0 (J) (J)
..... (J)(I)(J)en
:=:(1) (J)en(J)(J)(I)en en (J) (I)(J)
(J)U)(J)(J)en(J)U) (J) (J)(J)U)
'It:
.....
u
II)
.0'
...
Po.
CI) H HH
U H H
~ H
~ . H
H
0
..... H H
CI)
~ H
I H H
\0
p.;- H
~ H
Po. H H
r<)
-- H
.....
'- H
0 .H
bI) H
H 00
.s 000 H 000
;:; 0 H
0 H
0 0 H
tx: H 0 H
N 0
'It: 0
~ H
.9 0
a 0
0 H
0
..... H 0
'It:
II) 0
..... H
;;i H 0
0
S H H 0
HH 0
<'<l H H H H H 00
0 H H H H 000
HH H H H 00 00 00 0 0
S~ H H H H H 00 0 0 0 0 00000 0 00
.... If) \D f"- co 0\0 .-i '" '" ... t.n\Or---mO\ 0 .-i'" "'... Lll \D f"-CO 0\ 0 ....'" '" ... Lll \D f"- co en 0 .-i '" '" ",Lll \D f"- <Xl en 0 .... '" '" ....Lll '" f"-CO '"
<'<l .-i .-i .-i .-i .-i ......rlr-irlr-f '" "'''' "'''' "'''' "'''' N '" M '" M '" M '" M '" '" ... ... ...... .... .... ... .... .... .... Lll Lll Lll Lll LllLll Lll Lll Lll If)
~
::::'" 0\ '" If) co ....... f"- 0 '" '" 0\ '" l/l co .-i ... f"- 0 '" '" 0\ N lJl CO.-i ... f"- OM "'O\N LllCO.-i <if f"- 0 '" '" en", l/l <Xl .-i ... f"- 0 '" '" 0\ N LllCO.-i ...
.- 0 O.-i .... .... <'IN '" '" '" '" '" ... ... ... Lll Lll Lll 0 0 0 0 .-i .... .-iN N '" M'" "''''... ... ... Lll Lll Lll 0 00 O.-i .....-i '" N N'" '" M '" ... ......Lll If)
:I:: 0 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 ..... .... .... .-i .-i .-i ......... .-i .... ..... ..... .....-i..... .... .-i.... ..... ....'" '" N N '" N N N N N N NN N N NNN N
~O 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 000 0 00 0 00 00 00 00 0 0 00 00 00 000 0
O.-i .-i .-i .-i .-i ........ .-i .-i .-i .... .-i .-i .-i ..... .-i .... .-i ..... .... .... .-i .-i .-i ......-i .-i .-i .......... .-i.-i.... .... .-i.-i ..... .-i.-i .-i.-i .-i.-i .-i.-i .-i .-i .....-i .-i.-i .-i.-i .-i......-i .-i
~
0\
1.0
-
o
-
'l:l:
...
u
Cl.)
.e-
~
lZl
U
~
Ef
o
-
lZl
~
,
1.0
p.;-
::s
~
~
-
'-
o
gp
.....
'SO
o
~
~H
N
'II:
r::
o
..0
0.
o
-
'II:
B
U5
s~
c<:S
Cl
8~
c<:S\D
~
::::....
.- '"
::C:'"
~D
0....
~
00
Go)
CO
c<:S
~
CIlCllCllCll
CIlCllCllCllCll
CIlCllCllCll
Cl)CI)CIlCl)
CI)CI)
CI)CI)CI)
Cl)CIlCl)
a: CI)
CIlCl)CI)
CI)CI)CI)
Cl)CI)CI)
Cl)CI)CI)CIl
Cl)CI)CI)
Cl)CI)CI)CI)
Cl)CI)CI)
.
00
00
00
00
000
H H 0 00
H H 00
H 000
H H 00
H H H 00
H H H 0
H H 00
HH 0 0
H H 0
H 000
H 00
H 000
H 000
H 000
H 00000
H 00 00 0000
H
H H
H H
H H H
HH HH H H H
H H H H H H H H H HH H H H H
.... "'I") '" "'\D .... eo '" 0 .... N I") '" '" \D .... lX) '" 0 .... N I") '" '" \D .... eo", 0 .... N I") '" "'\D .... eo en 0 .... N I") '" '" \D .... eo '" 0 ....N I") "'''' \D
\D \D \D \D "'\D \D \D \D .... .... .... .... .... .... .... .... .... .... eo lX) eo lX) eo co eo co coco '" '" '" en '" "'''' '" en en 0 0 0 0 0 0 0 0 0 0 .... ........ .... ........ ....
.... .... .... .... rl rl .... rl rl .... rl rl.... rl rl.... rl
0 M \D en N '" co .... '" .... 0 I") \D '" '" '" co rl '" .... 0 I") \D '" N '" co rl", .... 0 M \D '" NlIl co .... '" .... 0 M \D en N '" co rle '" .... 0 M \D 0'1", '"
0 00 0 .... .... .... N N N M I") I") I") '" '" '" '" '" '" 0 0 0 0 .... rl .... NN ~; M I") M M "'''' '" 1Il '" '" 0 0 0 0 rl ..... .... .N .'" '" MM M M'" '"
M M M M M M M M M M I") I") M M I") I") M I") I") M '" '" '" '" '" '" '" "'''' > '" "''''''' "'... ... '" '" '" '" III '" '" III '" '" '" III '" '" '" '" Ill'" '"
0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0000 00 0 0 00 0 0 0 0 0 0 0 0 0 0 00 0 00 0
rl ........ .... .... .... .... .... .... .... .... .... rl .... .... .... .... .... rl rl .... .... .... .... rl .... .... ........ .... r-fr-fr-ir-t ........ .... .... rlrl rl .... .... rl rl .... .... rl .... .... rlrl rl rl.... rl
0-
u
bl)
<<I
J:l.
~
Ii. ~ 0
0 r-
ril en N
::<: 0
H ~
E-< "-
0=
~
::<: ! 0 S'
::>ril I '":
::<:0
HP'l: co
~b; ....
....
EH1 '" '"
.... ....
CI)~
P'l:P'l:
III
,
I
CI) CI) I 0 15
CJ) CI) 0 r- M
I H 0 M ....
I ~ ::r: .... ....
I ril I
, CI) P, N
I ril r-
..:l 5
H
0- ~::<: ::<:
\0 H
- Oril ~
0 U~ 15
- rilP'l: r- M
'Ii: CI)::> 0 M ....
CJI ~ ::r: .... ....
- >< ~ CI) 0 .
t>
U ~ ril Ii. ....
.0' ~ p, Z N
H ~
... 5 E-<
J:l. ril f5 ..:l
U) CI) ril Ii.
U li.1i.;;! ril 15
u:I li.U 0 r- M
g- OH ~ 0 M ....
S~ri ::r: .... ....
I ril I
. ~u~ ~ 1.0
0 I: ::>
-
U) z 0
" H ::r:
..;
::I: :;:z
. OH
\0 ..:l Ii.
li.ril 0 :.: lfl 0
~ ::<: ~ '" r-
H ril ril
E-< ::<: p, .... N
J:l. H
E-<
M (JffJ
--...
-
'- :.::;:
0 ~o
bl) . ril..:l
.5 . P,1i.
1
- ,I
~ "
~ I
I
N I
I a ril ~
'Ii: :.:
~ H j 0
E-<
.9 P'l:
- E-< ..
0. CI) ..
0 ..
- ....
E-< I
=t:I: ~ u
Cl) I ril
- I ::r: ::r:
000 I Z P, 0
. 0 ~ E-< Ii.
S 00 0 H 0
I E-< 0 0
<<I I ~ 0 ril 0
Q I 0: E-< Z
I ril 0 ::> ril
s~ H H H P, >< 0
co '" 0 0 ::r: 0: ..:l
<<I.... .... .... N ~
~.... .... .... ....
, 0:
:::::co .... .... r- 0
.- .... lfl U) lfl Z
::I:lfl lfl U) lfl
XO 0 0 0 ..
0.... .... .... .... ..
..
~ ......... + + + +
. I
I
"
PAVED INVERT.
AND MEMBRANE DETAIL
H/A
GAID
..,..
.~_~_,_~. .~_.^.. ....~,,~.. ~_.__.~ ._._~__--.-.;-~_,_"._,___,~ Y':""'" ,_ ,*'__'~"_>"'_"':'" ;."""~__.",..'"'""._~_ '>'_"'_"'-"r "'''__'';''''_~~~~'' "~-'
Proposed Pond Access Road
Crossing
Randolph D. Fox Property
Hillsborough, North Carolina.
ECS Project Number: 101698
NGINEERING
ONSUL TING
ERVICES,LTD
Michael F. Easley, Governor
. William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, PE Director
Division of Water Quality
December 31, 2002
Orange County
DWQ Project No. 02-1392
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randolph D. Fox
Fox Hill Farm
2726 Croasdaile Drive, Suite 201
Durham, NC, 27705 .
Dear Mr. Fox:
On November 21,2002, the NC Division of Water Quality (DWQ) received notice from the US Army Corps of
Engineers of your application for an Individual 401 Water Quality Certification to construct a pond on your property in
Orange County. .In accordance with 15A NCAC 2H .0506, a thorough inspection of the site has been conducted by Mr.
Steve Mitchell of the DWQ Haleigh Regional Office. Based on this review, we have determined that significant uses would
be removed or degraded by this project. Furthermore, we have concluded that we do not have complete site information
needed in order for us to complete our review. Specifically, please provide the following materials so that we can complete
our review of your application: .. .
1 . Rle~s~pr~~Jatlori$]J~mH&sifatiF\~Fffi:Ef'i~iStfrlg'ft~yt rate. in the perennial stream you propose to impact.
and the anticipated flow rate following construction of the dam. Please note that base flow must be maintained
within this stream throughout construction, and as part of the permanent deSign, in order to minimize effects on
, downstream property owners. You should also note that the dam and spillway must be designed to minimize
effects on downstream property owners during drought situations and f1oodeverits. Please provide a discussion
of how you intend to manage such incidents; .,
2. Please provide a discussion of any proposed impacts to protected Neuse Buffers. and include site maps
delineating the proposed impact areas. At this ti!TIe we are unable to conclusively determine if butter mitigation
will be required due to the lack of clarity in the application and design drawings; ,
3. We have received an inquiry from.a downstream property owner regarding your land use plans for the property
adjacent to the pond. such as the potential for building a plant nursery with the use of pesticides in its
management. Please note that existing Neuse Buffers adjacenUothe stream will need to be restored on the
periphery of the proposed pond, and must be used for diffuse floW of stormwater from any land uses proposed
for the site. . Please provide a discussion of any proposed land uses which may impact water quatity in the pond;
4. Please provide documentation indicating that your proposed design is acceptable to, Dam Safety and the Division
of Land Quality;
5. As we noted in our May 15, 2002 correspondence to you regarding the proposed work, significant uses wili be
lost with 200 feet of cumulative,perennialstream impacts onsite and stream mitigation will be required. You
have provided a brief-narrative in your application cover Jetter describing. proposed mitigation. Please note that a
detailed stream mitigation plan is required as part of your application in accordance with 15A NCAC 2H .0506(h).
We remind you that you have the following options for satisfying the stream mitigation. requirement assOCiated .
with this project . .
. Payment into the North Carolina Wetland Restoration Program (WRP). if the WRP will accept the responsibility
for conducting this mitigation work, or
. Preparing and implementing a stream mitigation plan. .
Please note that your application will be considered incomplete until a detailed mitigation plan includil)g a 1:1
stream restoration component is forwarded to this office. We strongly suggest that you locate a mitigation site
within the same river sub-basin as your project. If you decide to propose use of the Wetland Restoration Program
in lieu of developing your own stream mitigation plan, you will need to contact the WRP to see if they will accept the '
project. You should 'note that mitigation requirements proposed to be mitigated through the Wetland Restoration
Program must be rounded to the nearest linear foot increment according to 15 2r .0503(b).
N. C. Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
(919) 733-1786
Customer Service
1 800 623- n 48
Please provide copies of your response to John Dorney, 401/WetlandsUnit, 2321 Crabtree Blvd., Raleigh, Ne, 2760
2260. Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps 01 .
Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete
information (15A NCAC 2H .0507(h)). The processing time for this application will begin when the requested infOimation i
provided in sufficient detail. If we do not hear from you in writing within three (3) weeks, we will assume youno longer wan
to pursue the project and we will consider the application withdrawn.
Thank you for your attention. If you~'have any questions, please contact Steve Mitchell or Debbie Edwards in our
Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in our Central Office in Raleigh at (919) 733-1786.
Sincerely,
JRD/cbk
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
File Copy .
Central Files
PatJlWiesner, ECS, P.O. Box 12015, Research Triangle Park, NC, 27709
Randy Kirchof, 3601 Watkins Farm Road, HiIlsborough, NC, 27278
021392
~
.-
0~~
\Q}I'>p"
- ~ ~~
\ ~)
~\
.~
f.
ffG) rn @
l~ NOV 2 I ~
u WI ~
@I
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
WETlANDS GftOUP
_~TE~-.2!MlITY SfCTfO~_
Action ill No. 200221429
November 20,2002
PUBLIC NOTICE
MR. RANDOLPH D. FOX, FOX HILL FARM, 2726 CROASDAILE DRIVE, SUITE 201,
DURHAM, NORTH CAROLINA 27705 HAS REQUESTED A DEPARTMENT OF THE
ARMY (DA) PERMIT TO AUTHORIZE THE DISCHARGE OF FILL INTO THE
JURISDICTIONAL WATERS OF LmLE CREEK ASSOCIATED WITH THE PROPOSED
CONSTRUCTION OF A POND AND ROAD ACCESS ON HIS PROPERTY LOCATED
\
APPROXIMATELY 2,000 FEET SOUTHWEST OF THE INTERSECTIO~ OF WALKER
ROAD (SR 1553) AND NEW SHARON CHURCH ROAD (SR 1538), NEAR
HILLSBOROUGH, IN ORANGE COUNTY, NORTH CAROLINA.
The following description of the work is taken from data provided by the applicant and
from observations made during site visits by a representative of the Corps of Engineers. The
proposed project consists of the construction of an approximate 9.4-acre pond and a road access
for Mr. Fox's rt)'. Plans submitted with the permit request show fill impacts to
proximatel 150 II ear feet of stream channel associated with the construction of an earthen
dam an e . g pond flooding approximately 1,600 linear feet of the same stream channel.
Plans were also submitted for a road access that includes the placement of approximately 50
linear feet of a road arch system (bottomless arch culvert). The footings for the bottomless arch
culvert will be constructed on the high ground berm of the stream channel and will not result in
any discharge of fill into the jurisdictional waters of the stream channel.
The project's purpose and need is to provide road access to Mr. Fox's property. Also, the
purpose and need for the proposed pond is to provide irrigation to a proposed nursery operation,
water supply for fire suppression, and recreation opportunities for the property owner.
Plans showing the work are included with this public notice. A copy of this public notice
can be viewed on our web page at http://www.saw.usace.army.mil.
! 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 ofa Water Quality Certificate as
required by PL 92-500.
A
_t ,,'
.~
.~,' r ~ .
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 site 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 peI"IP:it.
The District Engineer has determined, based on a review of data furnished by the applicant
and onsite observation, that the activity will not 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 ofthe 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 illterest.
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
2
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
(NEP A). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
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 NCDEM considers
whether or not the proposed activity will comply with Sections 301,302,306, and 307 ofthe
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 ofWetlands/401 Unit, North Carolina DENR, Division of Water Quality (NCDWQ),
2321 Crabtree Boulevard, Raleigh, North Carolina 27604. Copies of such materials will be
furnished to any person requesting <(opies upon payment of reproduction costs.
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), Wetland/401 Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604, on or
before December 16, 2002, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in
this office, Attention: Mr. John Thomas, until 4:15 p.m., December 23,2002, or telephone (919)
876-8441, Extension 25.
3
.:
'.
~
I I
I I
Engineering
Consulting
Services, L TO.
Vicinity Map
USGS Topographic Map: Hillsborough Quadrangle
Figure N(
I
Randolph D. Fox Property
Orange County, North Carolina
ECS Projcl
10169-8
Engineering Consulting Services, LTL
!
~
I I
I I
Engineering
Consulting
Services, L TO.
Site Map
Orange County Soils Map (1977)
Sheet #11
Figure N
2
Randolph D. Fox Property
Orange County, North Carolina
ECS Projl:
10169-[
Engineering Consulting Serf/ices, L T1
.;
.
1
~
I I
I I
Engineering
Consultir1g
Services, LTD.
Proposed Pond Arca
Figure Nc
3
Randolph D. Fox Property
Orange County, North Carolina
ECS Proje{
10169-8
Engineering ConsulUng ServIces, LTD
"-
Approximate Proposed Dam Cross Section
Fox HilI Farm
Orange County, North Carolina
__v.__..__..._.._.",_____-__...
. .
D1~.@- 5~f. g~-~~----_.~--~._~
.i.
.
,
Our proposed dam would be 27.5' high. From our calculations, setting the
water level at 5~6' would result in a 9.4-acre lake. The spillway will be a
combination of reinforced concrete pip (4' riser, 2' barrel) for the primary
spillway and a grassed emergency spillway (50' wide) at the east end of the dam.
r:- c 'J.. y f!.~. 'f
ENGINEERING CONSlJIT/NC; SrRVIITS. I.TO.
~-
Proposed Stream Crossing
..::.
NORTH
~
.---'>
~
..',..2}\';~
\0,\
-0(;
Figure;
NGINEERING
ONSULTING
ERVICES,LTD
Request for Individual 4041401 Permit
Addendum
Randolph D. Fox Property
HiIIsborough, North Carolina.
ECS Project Number: 101698
.r
RO.h.DW.L\.Y S\..iRF ,~:.[
T~~
. MINIM..... CUSHION or BACKFill T
. /PRE\I(NT PUNCTURE or LIllER
/
\, \.....------~ , OpnONAl. PERroP.ATEO
---.D~ I "--~N PIPE
I
pVosnc MEMBRANE DRAPED j
OVER STRUCTuRE <NO...!
SLOPCO TO DRAIN W~TE!l
"w.~y rROM STR'.KTI.!RE.
rAp proximate bank to bank
OPT~ONA.l MEMBRANE PROTECTlO~-I stream location
rROM DE -ICING SAL TS
1.
_..L
Qt>
#t4~~u...r~u
~~~v~ ; _~n
CONn:Rt.lCTTON PRODUCTS fie.
.t.l COP'l1UCBT
PAVED INVERT
AND MEMBRANE DETAIL
Proposed Pond Access Road
Crossing
Figure (,
~~Ir.f rr: CUI:: ft(V. rr: ~/A seN.!.: H/A
CAtT: 0,)-01-" 1041'(: PI/A. 4~.
Request for Individual 4041401 Permit
Addendum
Randolph D. Fox Property
Hillsborough, North Carolina.
ECS Project Number: 101698
NGINEERING
ONSULTING
ERVICES,LTD
V.
Individual Permit QA/QC data collection sheet
Project Name R~'lJcl/ 1'1 0
fup"'';
Original Application (format for data: month/day/year)
Date of Public Notice q! Z '; I J ?.
Date Put on Hold (if any) '11'1102-
Date Info Received (if any) No (UHfr ['I rf.'i."r,.
Date Put on Hold again (if any)
Date Info Received again (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date 401 Issued
First Modification
Date modification request received No" -:t. 20(J Z.
Date Put on Hold (if any) No"\[ 20 1 ZOCyz.. ( ~eed ""ore \\>)
Date Info Received (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date modified 401 Issued
III.. Second Modification
Date modification request received
Date Put on Hold (if any)Pe.c::...
Date Info Received (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date modified 401 Issued
Third Modification
Date modification request received
Date Put on Hold (if any)
Date Info Received (if any) ~. \1-, 'Z..oo;S
Date Put on Hold again (if any)
Date Info Received again (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date modified 401 Issued
Fourth Modification
Date modification request received
Date Put on Hold (if any)
Date Info Received (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date Put on Hold again (if any)
Date Info Received again (if any)
Date modified 401 Issued
Or" 119"
Project # 0 L I -] '7 "2..
County
I.
II.
No" 2(0,2002, ('\2e.ce\.Je.j ~orc ,(-'t.Ol\e.o;)
.3 \ . 2..0CZ
.
IV.
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
December 31, 2002
Orange County
DWQ Project No. 02-1392
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randolph D. Fox
Fox Hill Farm
2726 Croasdaile Drive, Suite 201
Durham, NC, 27705
Dear Mr. Fox:
On November 21,2002, the NC Division of Water Quality (DWQ) received notice from the US Army Corps of
. Engineers of your application for an Individual 401 Water Quality Certification to construct a pond on your property in
Orange County. In accordance with 15A NCAC 2H .0506, a thorough inspection of the site has been conducted by Mr.
Steve Mitchell of the DWQ Raleigh Regional Office. Based on this review, we have determined that significant uses would
be removed or degraded by this project. Furthermore, we have concluded that we do not have complete site information
needed in order for us to complete our review. Specifically, please provide the following materials so that we can complete
our review of your application: .
1. Please provide calculations demonstrating the existing flow rate in the perennial stream you propose to impact,
and the anticipated flow rate following construction of the dam. Please note that base flow must be maintained
within this stream throughout construction, and as part of the permanent design, in order to minimize effects on
downstream property owners. You should also note that the dam and spillway must be designed to minimize
effects on downstream property owners during drought situations and flood events. Please provide a discussion
of how you intend to manage such incidents;
2. Please provide a discussion of any proposed impacts to protected Neuse Buffers, and include site maps
delineating the proposed impact areas. At this time we are unable to conclusively determine if buffer mitigation
will be required due to the lack of clarity in the application and design drawings;
3. We have received an inquiry from a downstream property owner regarding your land use plans for the property
adjacent to the pond, such as the potential for building a plant nursery with the use of pesticides in its
management. Please note that existing Neuse Buffers adjacent to the stream will need to be restored on the
periphery of the proposed pond, and must be used for diffuse flow of stormwater from any land uses proposed
for the site. Please provide a discussion of any proposed land uses which may impact water quality in the pond;
4. Please provide documentation indicating that your proposed design is acceptable to Dam Safety and the Division
of Land Quality;
5. As we noted in our May 15, 2002 correspondence to you regarding the proposed work, significant uses will be
lost with 200 feet of cumulative perennial stream impacts onsite and stream mitigation will be required. You
have provided a brief narrative in your application cover letter describing proposed mitigation. Please note that a
detailed stream mitigation plan is required as part of your application in accordance with 15A NCAC 2H .0506(h).
We remind you that you have the following options for satisfying the stream mitigation requirement associated
with this project:
· Payment into the North Carolina Wetland Restoration Program (WRP), if the WRP will accept the responsibility
for conducting this mitigation work, or
· Preparing and implementing a stream mitigation plan.
Please note that your application will be considered incomplete until a detailed mitigation plan includiog a 1:1
stream restoration component is forwarded to this office. We strongly suggest that you locate a mitigation site
within the same river sub-basin as your project. If you decide to propose use of the Wetland Restoration Program
in lieu of developing your own stream mitigation plan, you will need to contact the WRP to see if they will accept the
project. You should note that mitigation requirements proposed to be mitigated through the Wetland Restoration
Program must be rounded to the nearest linear foot increment according to 15 2r .0503(b).
N. C. Division of Water Quality
1650 Mail Service Center
Raleigh. NC 27699-1650
(919) 733-1786
N
Customer Service
1 800 623-7748
Please provide copies of your response to John Dorney, 401/Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604-
2260. Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of C
Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete
information (15A NCAC 2H .0507(h)). The processing time for this application will begin when the requested information is
provided in sufficient detail. If we do not hear from you in writing within three (3) weeks, we will assume you no longer want
to pursue the project and we will consider the application withdrawn.
Thank you for your attention. If you have any questions, please contact Steve Mitchell or Debbie Edwards in our
Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in our Central Office in Raleigh at (919) 733-1786.
Sincerely,
JRD/cbk
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
PaulVViesner, ECS, P.O. Box 12015, Research Triangle Park, NC, 27709
Randy Kirchof, 3601 Watkins Farm Road, Hillsborough, NC, 27278
021392
Triage Check List
FILE
ProjectName: kdfc'IJ) ~7e"7
DWQ#: tJ /39;/,
County: ~-Ort=
./ .
~f'iJUjIf!"l- 'rrOJ' ['
, ('! '.' 1';,1
t. q ,/, '
. '." .," I' Ii'
.. Ii
Date:
I ;J.u~.z.
/ /.
To: 0 ARO
o FRO
o MRO
...-fl RRO
I/vfi-P; .
Mike Parker
Ken A veritte
Mike Parker
Steve Mitchell
o WaRO
D WiRO
D WSRO
Deborah Sawyer
Joanne Steenhuis
Jennifer Frye
From:
Telephone: (919) 73J- 9S-4;),
_ f
Comments:
T-^-~',<\l,-L C~hV)~w{~I'v--
,~
~~
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
p.o. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
November 19,2002
Regulatory Division
Action ill No. 200221429
Mr. John Dorney
Water Quality Section
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
m
fellOW
1IN20mP
Dear Mr. Dorney:
Enclosed is the application submitted by Mr. Randolph D. Fox, Fox Hill Farm for a
Department of the Army (DA) permit authorization and a State Water Quality Certification to
discharge fill into the jurisdictional waters of Little Creek associated with the proposed
construction of a pond and road access on his property located approximately 2,000 feet
southwest of the intersection of Walker Road (SR 1553) and New Sharon Church Road (SR
1538), near Hillsborough, in Orange County, North Carolina. Your receipt of this letter verifies
your acceptance of a valid request for certification in accordance with Section 325.2(b )(ii) of our
administrative regulations.
Weare considering authorizing this proposed request pursuant to Section 404 of the
Clean Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the water quality certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension oftime, by January 21,2003, the District Engineer will
deem that waiver has occurred.
~.,
(-
....
If you have questions, please do not hesitate to contact Mr. John Thomas, Raleigh
Regulatory Field Office, telephone (919) 876-8441.
Sincerely,
~'2::,.~~
Jean B. Manuele
Chief, Raleigh Regulatory
Field Office
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
'. .
APPliCATION FOR DEPARTMENT OF THE ARMY PERMIT
(33 CFR 325J
Tile Public burden for this collection of information is sestimated to average 10 hours per response, a th gh . rity of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gather ~ing the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or an ther as f this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Servi irectorate of Information
Operations and Reports. 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office 0 anagement and Budget.
Paperwork Reduction Project (0710-00031. Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law.
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act. Section 10.33 USC 403; Clean Water Act. Section 404.33 USC 1344; Marine Protection, Research and
Sanctueries Act, 33 USC 1413. Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application.for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
~~s::::~.f original drawings or good reproducible copies which show the location and character of the proposed activi~~t ~ a
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over thEi leM
activity. An application that is not completed in full will be returned.
ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS I !
2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE
I
!
i
5. APPLICANT'S NAME Randolph D. Fox
ITEMS BELOW TO BE FILLED BY APPLlCAN
8. AUTHORIZED AGENT'S NAME AND TITLE Ill/ugent is not required I
Paul Wiesner (ECS, Ltd.) Staff Scientist
oh~ '~<h~ ~ r~
TEDI L...-,
1. APPLICATION NO.
6. APPLICANT'S ADDRESS Fox Hill Farm
2726 Croasdaile Drive Suite 201
Durham, NC 27705
9. AGENT'S ADDRESS ECS, Ltd.
2933 S. Miami Boulevard Suite 107
Durham, NC 27703
7., APPLICANT'S PHONE NOS. W/AREA CODE
3. Residence (919) 422-7320
10. AGENT'S PHONE NOS. W(AREA CODE
a. Residence
(919) 215-2906
(919) 544-1735
b. Business
(919) 383-5681
b. Business
11.
STATEMENT OF AUTHORIZATION
I hereby authorize, ECS. Ltd. to act in my behalf as my agent in the processing of this application and to
o request, supplemental information in support of this permit application.
z).
, IS
O~
DATE
NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions,
Randolph D. Fox Property
'13. NAME OF WA TERBODY, IF KNOWN lif llpplicoblel
Little Creek
14. PROJECT STREET ADDRESS lif llpp/k:llblel
Orange County PIN Numbers:
9886118133
9886404528
15. LOCATION OF PROJECT
Orange
COUNTY
',.
NC
STATE
'6. OTHER lOCATION DESCRIPTIONS, IF KNOWN, (",,,instructionsl Approximately 2,000 feet southwest of the intersection of Walker Road and
New Sharon Church Road in HilIsborough, North Carolina. (Please see attached figures)
17. DIRECTIONS TO THE SITE From HiIIsborough, go north on St. Marys Road. Take a left on Baldwin Road. Take a right on Fox Hill Farm
Road. Continue on the dirt fann roads to the site.
ENG FORM 4345, Jul 97
EDITION OF FEB 94 IS OBSOLETE.
(Proponent: CECW.ORl
18. Nature of Activity (Description of project. incIudesl/ feiJturesJ
. We propose to construct an earthen dam and a 9.4-acre pond on the subjec.~ site. We additionally propose to construct a driveway to access
the pond. A propos.ed dam construction cross section and proposed pond area figure are included. We propose to pipe and fill
approximately 150 linear feet of stream for the dam structure. We propose to flood approximately 1,600 linear feet of stream for the pond.
We propose to pipe and fill SO linear feet of stream for the pond access driveway. Total stream impacts are approximately 1,800 linear feet.
No wetlands will be impacted.
19. Project Purpose (Describe the reeson or purpose of the project..ee instructionsJ ResidentiallCommerical development is not planned for the subject site. The
pond is planned for fire suppression, flood control, and recreational purposes for Mr. Fox and the Fox family. Additionally, Mr. Fox proposes
to utilize the pond as the primary irrigation source for a personal Japanese Maple Nursery that the Fox family will potentually persue if the
proposed pond is approved. Construction of our dam will begin as soon as our proposal is approved by the USACE & NCDWQ. Consturction
will be complete approximately 6 months after the start date.
USE BLOCKS 20.22 IF DREDGED AND/OR ALL MATERIAL IS TO BE DISCHARGED
20. Reason{s) for Discharge We must pipe and fill approximately 150 linear feet of stream to construct the proposed earthen dam structure. The
pipe utilized will be approximately 2 feet in diameter. Fill materials in this area will be be rock and clay. We must pipe and fill approximately
50 linear feet of stream to construct the proposed pond access driveway. Fill materials in this area will be rock and clay. The remaining
impacts will be stream impacts due to flooding only. No wetlands will be impacted. The exact amount offill material to be discharged is
currently unknown.
21. Type(s} of Material Being Discharged and the Amount of Each Type in Cubic Yards
See Block #20
22. Surface Area in Acres of Wetlands or Other Waters Filled (....in.srThe"areas where we plan to fill are relatively flat bank to bank stream areas.
Stream width is approximately 3-4 feet and has been identified as perennial by Mr. John Thomas of the USACE & Mr. Steve Mitchell of the
NCDWQ. The area surrounding the proposed :;treams of impact are generally upland hardwood areas. No wetlands have been identified
adjacent to the proposed streams that are to be impacted. We plan to utilize backhoes, trackhoes, loaders and scrapers for construction.
23. Is Any Portion of the Work Already Complete? Yes _ No...x... IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See Attached Table of Adjoining property owners.
25. Ust of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY
TYPE APPROVAL.
IDENTIACATION NUMBER
DATE APPLIED
DATE APPROVED
DATE DENIED
USACE
NCDWQ
NWP 39
401 Cert.
DWQ Project
#02-0297
March 18,2002
May 15,2002
.Would include but is not restricted to zoning, building and flood plain permits
cation is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
lication is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
authorized age of t7 apPlic~t. ,/ .
'JA- 0 6-/3 "'cJL~Rs it! 2/1.2./0;)
OF APPLICANT
DATE
SIGNATURE OF AGENT
DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
aut orized agent if the statement in block. 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes llny false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or.
fraudulent statements or entry, shall be fined not more than $10,000 or imprisolkd not more than five years or both.
Instructions for Preparing a
Department of the Army Permit Application
Blocks 1 through 4. To be completed by Corps of Engineers.
Block 5. Applicant's Name. Enter the name of the responsible party or parties. If the responsible party is an agency,
company, corporation or other organization, indicate the responsible officer and title. If more than one party is
associated with the application, please attach a sheet with the necessary information marked Block 5.
Block 6. Address of Applicant. Please provide the full address of the party or parties responsible for the application.
If more space is needed, attach an extra sheet of paper marked Block 6.
Block 7. Applicant Telephone Number{s). Please provide the number where you can usually be reached during normal
business hours.
Blocks 8,through 11. To be completed if you choose to have an agent.
Block 8. Authorized A~ent's Name and Title. Indicate name of individual or agency, designated by you, to represent
you in this process. An agent can be an attorney, builder, contractor, engineer or any other person or organization.
Note: An agent is not required.
Blocks 9 and 10. Agent's Address and Telephone Number. Please provide the complete mailing address of the agent,
along with the telephone number where he/she can be reached during normal business hours.
Block 11. Statement of Authorization. To be completed by applicant if an agent is to be employed.
Block 12. Proposed Project Name or Title. Please provide name identifying the proposed project (i.e., landmark
Plaza, Burned Hills Subdivision or Edsall Commercial Center).
Block 13. Name of Waterbody. Please provide the name of any stream, lake, marsh or other waterway to be directly
impacted by the activity. If it is a minor (no name) stream, identify the waterbody the minor stream enters.
Block 14. Proposed Project Street Address. If the proposed project is located at a site having a street address (not a
box number), please enter here.
Block 15. Location of Proposed Project. Enter the county and state where the proposed project is. located. If more
space is. required, please attach a sheet with the necessary information marked Block 15.
Block 16. Other Location Descriptions. If available, provide the Section, Township and Range of the site and/or the
latitude and longitude. You may also provide descriptioI'"! of the proposed project location, such as lot numbers, tract
numbers or you may choose to locate the proposed project site from a known point (such as the right descending
bank of Smith Creek, one mile down from the Highway 14 bridge). If a large river or stream, include the river mile of
the proposed project site if kno'.vn.
Block 17. Directions to the Site. Provide directions to the site from a known location or landmark. Include highway
and stre~t numbers as well as names. Also provide distances from known locations and any other informat~il that
would assist in locating the site.
Block 18. Nature of Activity. Describe the overall activity or project. Give appropriate dimensions of structures such
as wingwalls, dikes (identify the materials to be used in construction, as well as the methods by which the work is to
be done), or excavations (length, width, and height). Indicate whether discharge of dredged or fill material is involved.
Also, identify any structure to be constructed on a fill, piles or float supported platforms.
The written descriptions and illustrations are an important part of the application. Please describe, in detail, what you
wish to do. If more space is needed, attach an extra sheet of paper marked Block 18.
Block 19. Proposed Project Purpose. Describe the purpose and need for the proposed project. What will it be used for
and why? Also include a brief description of any related activities to be developed as the result of the proposed project.
Give the approximate dates you plan to both begin and complete all work.
Block 20. Reason(s) for Discharge. If the activity involves the discharge of dredged and/or fill material into a wetland or
other waterbody, including the temporary placement of material, explain the specific purpose of the placement of the
material (such as erosion control).
Block 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards. Describe the
material to be discharged and amount of each material to be discharged within Corps jurisdiction. Please be sure this
description will agree with your illustrations. Discharge material includes: rock, sand, clay, concrete, etc.
Block 22. Surface Areas of Wetlands or Other Waters Filled. Describe the area to be filled at each location.
Specifically identify the surface areas, or part thereof, to be filled. Also include the means by which the discharge is to be
done (backhoe, dragline, etc.). If dredged material is to be discharged on an upland site, identify the site and the steps to
be taken (if necessary) to prevent runoff from the dredged material back into a waterbody. If more space is needed, attach
an extra sheet of paper marked Block 22.
Block 23. Is Any Portion of the Work Already Complete? Provide any background on any part of the proposed project
already completed. Describe the area already developed, structures completed, any dredged or fill material already
discharged, the type of material, volume in cubic yards, acres filled, if a wetland or other waterbody (in acres or square
feet). If the work was done under an existing Corps permii, identify the auinorization if p-ossible.
Block 24. Names and Addresses of Adjoining Property Owners, Lessees, etc., Whose Property Adjoins the
Project Site. List complete names and fuil mailing addresses of the adjacent property owners (public and private) lessees,
etc., whose property adjoins the waterbody or aquatic site where the work is being proposed so tnat they may be notified of
the proposed activity (usualiy by public notice). If m"ore space is needed, attach an extra sheet of paper marked Block 24.
Information regarding adjacent landowners is usually available through the office of the tax assessor in the
county of counties where the" project is to be developed.
Block 25. Information about Approvals or Denials by Other Agencies. You may need the approval of other Federal,
state or iocal agencies for your project. Identify any applications you have submitted and the status, if any" (approved or
denied) of each application. You need not have obtained ail other permits before applying for a Corps permit.
Block 26. Signature of Applicant or Agent. The application must be signed by the owner or other authorized party
(agent) . This signature shall be an affirmation that the party applying for the permit possesses the requisite property rights
to undertake the activity applied for (including compliance with special conditions, mitigation, etc.).
DRAWINGS AND ILLUSTRATIONS
General Information.
Three types of illustrations are needed to properly depict the work to be undertaken. These illustrations or drawings
are identified as a Vicinity Map, a Plan View ~ a Typical Cross-Section Map. Identify each illustration with a figure
or attachment number.
Please submit one original, or good quality copy, of all drawings on 8 1/2xl1 inch plain white paper (tracing paper or
film may be substituted). Use the fewest number of sheets necessary for your drawings or illustrations.
Each illustration should identify the project. the applicant. and the type of illustration (vicinity map, plan view or
cross-section). While illustrations need not be professional (many small, private project illustrations are prepared by
hand), they should be clear, accurate and contain all necessary information.
Approximate Proposed Dam Cross Section
Fox Hill Farm
Orange County, North Carolina
-.:~..~ -~:-. :~tl~;~~:J~:t~!7!~fm~J.-r!-..t:ri]1~t1
.-!- ~~-~"'~?_j-I Tt.%A't~~ Il~;. '. hl-jlrti--Tjrn,ttxL
-~.-<--_I_-j-j--~---"-~"-'.''--'''''''-'.'~-'''.'''''---r'''.J .._c.L. .~J.--_ ". .-r. .. ~ ~
' i ~ J .j ~. . t i I r I " 1~'t,J' '~J: ~ ' j . _ .
,. I' I , "'j", I It. <.;. . I ". j '> I '.. I "
..L..":_j___I_+_+_+_+__ 'VSf.~E4-rr4'Nt:--"'-iD~'Mi'.N~ " "'';-::f.',z _ ,'~~~! . I ! -r--f':+- 1
: : 1 f ! ; , I , '. . . .I!"'!;.' .
--~,,-,,~,~-'-"-'_."'~-''''''''''--' . . .;....--..--;-----"t..-.~..;_:_--~-'!"---
. . ,. .' . . 'toO
- Wf .(JE P11!1 ~ oOp8ll- S. .
.;. . .~... !' . ~... .', . :
Our proposed dam would be 27.5' high. From our calculations, setting the
water level at 5~6' would result in a 9.4-acre lake. The spillway will be a
combination of reinforced concrete pip (4' riser, 2' barrel) for the primary
spillway and a grassed emergency spillway (50' wide) at the east end of the dam.
ENGINEERING CONSULTING SERVICES, LTD.
~
I I
I I
Engineering
Consulting
Services, L TO.
Vicinity Map
USGS Topographic Map: Hillsborough Quadrangle
Figure No.
1
Randolph D. Fox Property
Orange County, North Carolina
Ees Project #
10169-8
Engineering Consulting Services, LTD.
I
~
I I
I I
Engineering
Consulting
Services, LTD.
_~~C~I~__ ____
Site Map
Orange County Soils Map (1977)
Sheet #11
Figure No.
2
Randolph D. Fox Property
Orange County, North Carolina
Ees Project #
10169-8
Engineering Consulting Services, LTD.
~
I I
I I
Engineering
Consulting
Services, LTD.
Proposed Pond Area
Figure No.
3
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
I0169-B
Engineering Consulting SerYlces, LTD.
~
I I
I I
Engineering
Consulting
Services, LTD.
Alternative Pond Design
(Not Chosen)
Figure No.
4
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-B
Engineering Consulting Services, LTD.
I
~
I I
I I
Engineering
Consulting
Services, L TO.
Proposed Conservation Easements & Mitigation
Orange County Soils Map
Sheet #11
Figure No.
5
Randolph O. Fox Property
Orange County, North Carolina
ECS Project #
10169-8
Engineering Consulting Services, LTD.
~
I I
I I
Engineering
Consulting
Services, LTD.
Profosed Conservation Easements & Mitigation
Orange County Soils Map (1977)
Sheet #15
Randolph D. Fox Property
Orange County, North Carolina
Figure No.
6
ECS Project #
10169-8
Engineering Consulting Services, LTD.
~
I I
I I
Engineering
Consulting
Services, L TO.
Vicinity Map
NTS
Figure No.
7
Randolph O. Fox Property
Orange County, North Carolina
ECS Project #
10169-8
Engineering Consulting Services, LTD.
ffi~ ~
~~u~
~~Z...-4
o~ ..~
~~~~
~><o~~
~~O~
o . u Z
~Cl~f-4
~:I:~U
~~~~
~a~O
~ClO~
~~ ~
0
0 rf"l
-0 '-tt 00 00 ...-4 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
0 N 1'-- 1'-- 0 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'--
I
U 00 N N 1'-- N M N M M M N N N N N N N N N
0.. 1'-- 1'-- t-.. 1'-- t-.. 1'-- 1'-- 1'-- t-.. 1'-- t-.. 1'-- 1'-- 1'-- t-.. t-.. 1'-- 1'-- 1'--
N N N N N N N N N M M N N N N N N N N N
t-..
N
0 U U U U U U U U U U U U U U U U U U U
...
ell Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z
...
en
1s- ....c: -fo -fo -fo 10 -fo -fo 10 -fo ....c: io io io 1 ~ ~ ~
bl.l bl.l
= = ~ = = = = :: :: :: :: :: = = =
e- o 0 0 0 0 8 0 0 0 0 0 0 8 0 0 0 0 0
"'" "'" "'" ....c: "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'"
.... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U ..c ..c ..c :1 ..c ..c ..c ..c ..c ..c ..c ..c ..c ..c ..c ..c ..c ..c ..c
III III III III III III III III III ~ III III III ~ ~ == III III
::::l S S Cl S - - - - - s - - - -
- :-= - :-= :::l :::l :::l :-= :-= - :-= :-=
.... .... .... .... ....
:I:: :I:: :I:: :I:: :I:: :I:: ::r: :I:: :I:: :I:: ::r: ::r: :I:: :I:: :I:: :I:: :I:: :I::
-0 1 ""d
~ ~
.... 1 1 ""d 1 1 1 1 ~ ~ ~
0
0 ~ 0 ~
::2 .~ 0 0 ~ 0 0 ~ ~ ....c: ~ ....c:
(I) 1 .... 1 c:z:: c:z:: c:z:: c:z:: u ~ ~
.... "'" "'"
0 00 g Cl Cl 00 e ~ fa e e ~ ~ :1 :1 E-c
0 ~ ~
....c: 0 ~ ~ N ~ ~ ~ ~ 0 ....c: 0 ....c:
'" u l/"\ (I) 0 0 N U ~ U
en t "'" ...-4 ~ ~ ~ ~ ~ ~ ~
~ 0 ~ .... .... 0 ~ ~ ~
0 - 0 ~ III '" - ~ ~ ~ III ~ ~ ~ ~
-0 ~ - ~ ; ; - 0 ~ ~ 0 -0 ~
.... ~ ~
~ 0 ~ ~ ~ u ~ :g -
u '-tt "'" ....c: ....c: 0 ....c:
u u u
0 l/"\ ~ t-.. ~ ~ ...-4 0 ~ ~ ~ ~ ~ ~ ~ (I) (I) \0 (I)
0 0 0 ~ ~ ~ 0 ~
z 00 \0 N \1"1 1'-- \0
N 0 0 N 0 N \0 \1"1 1'-- ...-4 .... Z Z rf"l Z
N t-.. 1'-- 0 ...-4 '-tt l/"\ N ...-4 0
N N N \0 1.0 \0 \0 1.0 1.0 \0 N 0 '-tt
...-4 rf"l rf"l rf"l rf"l rf"l rf"l rf"l N 0 ....
...-4 N 0
...-4 ...-4 ...-4
~ c....,.
>- .... 0 e-
-0 ~ "'" 0 ::;a ....c:
~ t- U u j u t
III ""d ~ -0 'el B ~ t "'"
.; u ~ u u
e e ::;a ~ e .~ ""d "'" S ~ -
~ ~ .~ ~ "'" ....c: u -
~ a ~ - - u ~ bJ) ....
0 ~ ~ .5 "'" :::l ~ 0 ~ ~ ....c: S ~ u ~
E u "'" (I) u ~ Z ~ - Q.c ~ ~
(I) (I) c:Q Q.c ..d (I) ~ ~ ~ ~ - ~ ..!l:l
ell '" ~ ~ 0
(I) .... Q" "'" III ""d u
z 5 ""d G- ~ $a u ~ .~ ~ ""d u .... ~
- € ~ ~ u ~ III 4; ~
"'" ~ 5 u ~ "'" ~
~ j 5 u
~ Cl 0 u ~ u "'" .... ~ ~ S' ~
:I:: Z ~ Q.c u Cl io j ~ u ~ ~
U (I) ~ ~ ~ 0
.... ~ ~
:I:: 0
Michael F. Easl€
Governc
William G. Ross, Jr., Secretar
Department of Environment and Natural Resource
Gregory J. Thorpe, Ph.D., Acting Directc
Division of Water Qualit
CERTIFIED MAil: RETURN RECEIPT FlEQUESTED
May 15, 2(
Orange Cou
DWQ Project No. 02-0~
Randolph D. Fox
2726 Croasdaile Drive, Suite 102
Durham; NC, 27705
Dear Mr. Fox:
On March 18, 2002, the NC Division of Water Quality received your application for a 401 Water Quality Certification to impact l,BC
linear feet of streams and 20,000 square feet of Neuse Buffers in order to construct a dam and stream crossing at Fox Hill Farm in
Orange County. In accordance with 15A NCAC 2H .0506, a thorough inspection of the site has been conducted by Mr. Steve Mitchell c
the DWa Raleigh Regional Office, and we have discussed this application with Mr. John Thomas of the U.S. Army Corps of Engineers.
Insufficient information is available for us to complete our review of this project. Specifically, please provide the following information so
that we can complete our review of your application:
· Mr. Thomas indicated that this project may not qualify for Nationwide Permits 14 or 31, and as such would require an Individual
Permit. He noted that you are currently re-considering your proposed design. Please advise us when you have reached a final,
preferred design following coordination with the Corps of Engineers as to which 404 Permit will apply to this work.
· In your application, you stated that the stream you propose to impact is intermittent. Based upon field reviews conducted by Mr.
Thomas and Mr. Mitchell, we have determined thatthe stream in question is perennial, and that significant uses will be lost. As sue
cumulative impacts of 150 linear feet or more will require mitigation. .
Since the stream impacts associated with this project exceed 150 linear feet, compensatory stream mitigation will be required for
this project in accordance with 15A NCAC 2H .0506(h). You have the following options for satisfying the stream mitigation requirement
associated with this project: . .
1. Payment into the North Carolina Wetland Restoration Program (WRP),Jf the WRP will accept the responsibility for conducting this
mitigation work, or
2. Preparing and implementing a stream mitigation plan. ' .
Please note that your application will be considered incomplete until a detailed mitigation plan including a 1:1 stream restoration
component is forwarded to this office. We strongly suggest that you locate a mitigation site within th'e .same river sub-basin as your
project. At this time we are unable to conclusively determine the stream (and possibly buffer) mitigation requirements due to the lack of
clarity in the final design. .
If you decide to propose use of the Wetland Restoration Program in lieu of developing your own stream mitigation
plan, you will need to notify this office in writing in your response, and we will contact the WRP on your behalf to see if they will accept
the project. You should note that mitigation requirements proposed to be mitigated through the Wetland Restoration Program must be
rounded to the nearest linear foot increment according to 15 2r .0503(b).
Until the information requested in this Jetter is piOvided, I will request (by copy of this letter) that the Corps of Engineers place this
project on hold. Also, this project will be placed on hold for our processing due to incomplete information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact Steve Mitchell in our Raleigh Regional Office at (919) 571-
4700 or Cyndi Karoly in Raleigh at (919) 733-9721. '
Sincerely, / /J
CopY C'f'vt1tVtO~
r" John Dorney
[
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
.1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (ohonel. 919-733-6893 (fax\. hlto://h2o.enr.state.nc.us/ncwetlands/
J"
RO.AD\VA'( SURr_~\(:E
MII.IM"L CUSHION Of' e",CKf'ILL T
/PREVENT PUNCTtJRE Of' lillER
OPTIONAl, PERFOP-AT€O
DRNN PIPE
PLASTiC MEI.IBRAriE DRAPED I
OVER STRUCTURE ANO.J
SLOPED TO DRAIN W"TER
AW,"Y f'ROM STRUCTi.!RL
----D
!
,
L.J
rApproximate bank to bank
OPTiON/\L MEMBRANE PROTECTION stream location
FROM OF -iCING SALTS
J
A~!~"''''!:AU~
~~~~ ; _~n
CONSTRUCTlON PIlODUCTS ...c.
It) COI'TRlCRT
OM"'" lIT: c... J!(V. 111': "/A ~ HIA
o.a.tt: 0.3-08-" ('>>.t(; t-I/A ,,~.
PAVED INVERT
AND MEMBRANE DETAIL
Proposed Pond Access Road
Crossing
Request for Individual 4041401 Permit
Addendum
Randolph D. Fox Property
Hillsborough, North Carolina.
ECS Project Number: 10169B
Figure 1
NGINEERING
ONSULTING
ERVICES,LTD
:. -"
,,.
NORTH
~
.---'>
OJ
--\-
~
,p '\
"J()
Proposed Stream Crossing
Request for Individual 404/401 Permit
Addendum
Randolph D. Fox Property
Hillsborough, North Carolina.
ECS Project Number: 10169B
Figure 2
NGINEERING
ONSULTING
ERVICES,LTD
..:;.
~b'f WAr~f:?
&" Oc,
-c;; - y
- r
> -
- -f
D f
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
November 20,2002
DWQ # 02-1392
Orange County
Randolph D. Fox
Fox Hill Farm
2726 Croasdaile Drive, Suite 201
Durham, NC 27705
Ltc\; C~lf,r,&
~r ~(; \\ \
tll t-
~( nll, .
VJ/;/)'.h
"! ).:/'
/J
Dear Mr. Fox:
On November 7, 2002 the Division of Water Quality (DWQ) was notified by receipt of the
-----atiditional- information you -provided - regardihg~your plan to tlU wellands- for -the- piiij>ose -of the
construction of a dam, pond and driveway at the Randolph D. Fox property in Orange County.
ApprovSllfrom DWQ is required to disturb these waters.
/
.//'
/1.
\;/
This Office can not begin review of this application without an appropriate application fee
($475).
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
[ l:J
R. Dorney
WaterQ:tJality C{(rt' IGation Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Paul Wiesner, Engineering Consulting Services, LTD, Post Office Box 12015, RTP, NC 27709
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
A:TA
NCOEm
~~Q# .;;;,..L!i." !fclrJ6~ #-2.
Datel/!7~
/ I
o Please provide a location map for the project.
o Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
o Please show all wetland impacts including fill slopes on the site plan.
o Please indicate all buffer impacts on the site plan.
o Please indicate proposed lot layout as overlays on the site plan.
o Please indicate the location of the protected buffers as overlays on the site plan.
o Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
o Please provide cross section details showing the provisions for aquatic life passage.
o Please locate any planned sewer lines on the site plan.
o Please provide the location of any proposed stormwater management practices as required by GC _'
o Please provide detail for the stormwater management practices as required by GC _'
o Please specify the percent of project imperviousness area based on the estimated built-out conditions.
o Please indicate all stormwater outfalls on the site plan.
o Please indicate the diffuse flow provision measures on the site plan.
o Please indicate whether or not the proposed impacts already been conducted.
is) Avoidance and/or Minimization Not Provided
o The _labeled as _ on the plans does not appear to be necessary. Please eliminate the _ or provide additional information as to why
it is necessary for this project.
o This Office believes that the _labeled on the plans as _ can be moved or reconfigured to avoid the impacts to the _' Please
revise the plans to avoid the impacts.
o This Office believes that the _labeled on the plans as _ can be moved or reconfigured to minimize the impacts to the _' Please
revise the plans to minimize the impacts.
o The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because _' Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
$) Other
o The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was reqliest. Please provide $_.
This additional fee must be received before your application can be reviewed.
o Please complete Section(s) on the application.
o Please provide a signed copy of the application.
o Please provide _ copies of the application, _ copies of the site plans and other supporting information.
~) Mitigation
o
of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
Please indicate which 404 Permit the USACE would use to authorize this project.
[dlfl MI;(~efBv;q,.w ~ allk w/o
a~u~~;t.
~
W1Ii
~hA.I
C( !1(()Pr.~
o
J
........
-'
~ I- .
~ ENGINEERING CONSULTING SERVICES, LTD.
~ Geotechnical 0 Construc_tioo Materials 0 Environmental
I .
I I
Fli [ /In.! '. .'. .
(p flJjIJ ~,?
Novemgerii,2002
Mr. John Dorney
NCDENR-WQS-401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
rm .
Mr. John Thomas
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls ofNeuse Road, Suite 120
Raleigh, North Carolina 27615
.,.
00
Re: Request for Individual 404/401 Permit Addendum
For Construction of a Dam, Pond, and Driveway
Randolph D Fox Property
Hillsborough, North Carolina
ECS Project Number 10169B
NCDWQ # 01-1391
Dear Mr. Dorney and Mr. Thomas:
Please find attached the cross section of the pond access road crossing and the surveyed road
crossing location that Mr. Thomas requested.
Our client has decided to place a road arch system over the stream to minimize and limit stream
impacts that will be created by the proposed project. The arch road crossing should eliminate the
need to fill this portion of the stream. Additionally, we have tried to place the proposed stream
crossing in a topographically beneficial area that will also minimize and limit stream impacts.
We wish to have these minimization efforts taken into consideration during the individual
application process.
If you have any questions regarding this letter please do not hesitate to contact us at (919) 544-
1735.
Respectfully submitted,
~~~~TING SERVICES, Ltd.
Paul G. Wiesner
Wetlands Scientist
~-4'~~L4<-/
Benjamin V. Wilson, P.E.
Principal Engineer/Vice President
P. O. Box 12015, Research Triangle Park, North Carolina 27709. (919) 544-1735. FAX (919) 544-0810.1-800-327-5832. www.ecslimited.com
Aberdeen, MD* . Atlanta, GA . Austin, TX . Baltimore. MD . Chantilly, V A . Charlotte. NC . Chicago, IL . Cornelia. GA * . Dallas, TX . Danville, V A * . Frederick, MD . Fredericksburg, V A
Greensboro, NC . Greenville, SC . Norfolk, V A . Research Triangle Park, NC . Riclunond, V A . Roanoke, V A . San Antonio, TX . Williamsburg, V A . Wilmington, NC . Winchester, V A
*Testing Services Only
J
RO/\D\\ll~,Y StJRV!t,(:E
1'. . ':In' ).",;i~" ~~.~.~;gg~.&Z~:F~.{.~w'-A~Z9<m~ M',~~:.(,~,~ "WL2i
~f- _ . -H~' ...._' . . ~. 1'r~~
'1 -.' .. tt-, jI ... t'":l
=-,t ~ltt' . . 1=: .. -. "1 ~t.-
i - " ,
. ' MlN;~VL CUSHiON Of BACKFilL Tor'H'"
/PREV(NT Pur/CTVilE CF liNER
/
_-D~
r'
OPTIONAL' P!:RfOP",TW
DP.NN PiPE
PLAST;C MEMBRANE NVPEO I
OVEr{ SiRUCrURE AJW.J
SLOPED TO D"Jo.irl w"n:R
~:o/!,J.:l' mOM STRuCTURE.
'Approximate bank to bank
OPTiONf\.l. MD.18R.6i::iJ~ PROJECTION stream location
FROki DE -ICiNG SALTS
J
1
\.!y
,. ~!~ .....rlA.u
'!B~..~~ iii ;;.~n
CONSTRUCTlON PRODUCTS ...c.
.;0 COl"l"RlGllT
f'1t"'" flY; C>oO. I At'>/, flY;
O..iT(: oj-C4-Q. o.&.t(.
"/A SOi.t: /if A
"'IJ. ,hit..
P/\VED INVERT
f\ND MEMBRANE DETAIL
Proposed Pond Access Road
Crossing
Request for Individual 4041401 Permit
Addendum
Randolph D. Fox Property
Hillsborough, North Carolina.
ECS Project Number: 101698
Figure 1
NGINEERING
ONSULTING
ERVICES,LTD
.
4
NORTH
~
.--'>
~
~~J'(YYlLJYYYIL
f.j . .
~
.1
C..
)N ,.<\
, 'J ()
NGINEERING
ONSULTING
ERVICES,LTD
Request for Individual 4041401 Permit
Addendum
Randolph D. Fox Property
Hillsborough, North Carolina.
ECS Project Number: 10169B
Proposed Stream Crossing
Figure 2
I I
~ ENGINEERING CONSULTING SERVICES, LTD.
~ Geotechnical · Construction Materials. Environmental
I"' I
I I
fiLE COpy
August 20, 2002
Mr. John Dorney
NCDENR-WQS-401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
D
' ~ 1 '!'Jj9','~" ~ .
Q) "" ~I ,
- ~.
Mr. Jolm Thomas
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls ofNeuse Road, Suite 120
Raleigh, North Carolina 27615
~::.::;~. R (ii) Ii! n Wl ~ \ f..\.
' \ IS \!J l!i U \!.l -11'
~. T-. d\\
. c \ \ Ie
;\\ AUG 2 9200l 1':
JUL
WETIOOS ~U?\ON
w~~ OU~l\lY SEC1_ -
'w"'#'~
Re: Requestfor Individual 404/401 Permit
For Construction ofa Dam, Pond, and Driveway
Randolph D Fox Property
Hillsborough, North Carolina
ECS Project Number 10169B
Dear Mr. Dorney and Mr. Thomas:
We request an individual 404 permit and 401 certification of the above proposed project. We
propose to construct an earthen dam aild a 9.4-Acre pond on the subject site.
After evaluation of several alternative dam designs, we have selected one that limits the impacts
to 1,750 feet (Approx. 1,600 linear feet flooded for the pond and approx. 150 linear feet pipe and
fill for the proposed darn structure). Drawings showing the alternative designs are included with
this letter.
We additionally propose a driveway to access the proposed pond. This driveway will impact
approximately 50 linear feet (pipe and fill) taking the total amount of stream impact to 1,800
linear feet.
Mr. Benjamin V. Wilson, of ECS, Ltd., visited the site on May 23, 2002 and observed the areas
of the proposed conservation easements and mitigation. Based on this visit, it appears that there
are sufficient streams on site for conservation along with some restoration where existing
culverts will be removed.
By removing the length of an existing culvert stream crossing on the southern adjacent tract
(tract 2); approximately 130 linear feet of impact is removed from our total amount of stream
impact. This reduces the total stream impact to 1,670.linear feet.
P. O. Box 12015, Research Triangle Park, North Carolina 27709. (919) 544-1735 . FAX (919) 544-0810. 1-800-327-5832 . www.ecslimited.com
Aberdeen, MD* . Atlanta, GA . Austin, TX . Baltimore. MD . Chantilly, V A . Charlotte, NC . Chicago,IL. Cornelia, GA* . Dallas, TX. DanvilIe. V A* . Frederick, MD. Fredericksburg, V A
Greensboro, NC . GreenvilIe, SC . Norfolk, VA' Research Triangle Park, NC . Riclunond, V A . Roanoke, V A . San Antonio, TX . Williamsburg. V A . Wilmington, NC . Winchester, V A
*Testing Services Only
~{
Stream impact over 150 feet is 1520 feet. We propose that 200 linear feet of stream restoration
be performed where the culverts are removed. This will reduce the impact to 1,320 feet using a
1: 1 ratio. By setting aside conservation easements at as: 1 ratio for the remaining cumulative
impacts of 1,320 linear feet; 6,600 linear feet of conservation easement adjacent to the streams
on the property (tract 1) and the southern property (tract 2) will be required. These are shown on
the attached drawings. We propose working with the North Carolina Wetlands Restoration
Program to achieve our proposed conservation easement plan.
Included is the US Army Corps of Engineers APPLICATION FOR DEPARTMENT OF THE
ARMY PERMIT and applicable figures and cross sections.
If you have any questions regarding this letter please do not hesitate to contact us at (919) 544-
1735.
Respectfully submitted,
ENGINEERING CONSULTING SERVICES, Ltd.
~~~.;~ ---~
--...-------....----
Paul G. Wiesner
Wetlands Scientist
.~~
Benjamin V. Wilson, P.E. ~L.;
Principal Engineer/Vice President
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
(33 CFR 325J
OMB APPROVAL NO. 0710-0003
Expires December 31. 2004
The Public burden for this collection of information is sestimated to average 10 hours per response. although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions. searching existing data sources. gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden. to Department of Defense. Washington Headquarters Service Directorate of Information
Operations and Reports. 1215 Jefferson Davis Highway, Suite 1204. Arlington. VA 22202-4302; and to the Office of Management and Budget.
Paperwork Reduction Project 10710-00031. Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law.
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OM8 control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act. Section 10,33 USC 403; Clean Water Act. Section 404. 33 USC 1344; Marine Protection, Research and
Sanctuaries Act, 33 USC 1413. Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application.for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal. state. and local government agencies.
Submission of requested information is voluntary. however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructionsl and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
2. FIELD OFFICE CODE 3. DATE RECEIVED
1. APPLICATION NO.
4. DATE APPLICATION COMPLETED
5. APPLICANT'S NAME Randolph D. Fox
IITEMS BELOW TO BE FILLED BY APPLlCANn
8. AUTHORIZED AGENT'S NAME AND TITLE Ian "gent is not required}
Paul Wiesner (ECS, Ltd.) Staff Scientist
6. APPLICANT'S ADDRESS Fox Hill Farm
2726 Croasdaile Drive Suite 201
Durham, NC 27705
9. AGENT'S ADDRESS ECS, Ltd.
2933 S. Miami Boulevard Suite 107
Durham, NC 27703
7., APPLICANT'S PHONE NOS. W/AREA CODE
a. Residence (919) 422-7320
10. AGENT'S PHONE NOS. WIAREA CODE
a. Residence
(919) 215-2906
(919) 544-1735
b. Business
(919) 383-5681
b. Business
11.
STATEMENT OF AUTHORIZATION
I hereby authorize. ECS. Ltd. to act in my behalf as my agent in the processing of this application and to
o request, supplemental information in support of this permit application.
z).
~ IS
O~
DATE
NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE Iseeinstructions!
Randolph D. Fox Property
13. NAME OF WATERBODY, IF KNOWN lil"ppliCBble}
Little Creek
14. PROJECT STREET ADDRESS lil.pplic.>bIe}
Orange County PIN Numbers:
9886118133
9886404528
15. LOCATION OF PROJECT
Orange
COUNTY
NC
STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rseeinstructions} Approximately 2,000 feet southwest ofthe intersection of Walker Road and
New Sharon Church Road in Hillsborough, North Carolina. (Please see attached figures)
17. DIRECTIONS TO THE SITE From Hillsborough, go north on St. Marys Road. Take a left on Baldwin Road. Take a right on Fox Hill Farm
Road. Continue on the dirt farm roads to the site.
ENG FORM 4345, Jut 97
EDITION OF FEB 94 IS OBSOLETE.
(Proponent: CECW-ORI
1 B. Nature of Activity (Description of project. include 8/1 feoture.)
We propos'e to construct an earthen dam and a 9.4-acre pond on the subject site. We additionally propose to construct a driveway to access
the pond. A proposed dam construction cross section and proposed pond area figure are included. We propose to pipe and fill
approximately 150 linear feet of stream for the dam structure. We propose to flood approximately 1,600 linear feet of stream for the pond.
We propose to pipe and fill 50 linear feet of stream for the pond access driveway. Total stream impacts are approximately 1,800 linear feet.
No wetlands will be impacted.
19. Project Purpose (Describe rhe reoson or purpose of the project..ee instructions) ResidentiaVCommerical development is not planned for the subject site. The
pond is planned for fire suppression, flood control, and recreational purposes for Mr. Fox and the Fox family. Additionally, Mr. Fox proposes
to utilize the pond as the primary irrigation source for a personal Japanese Maple Nursery that the Fox family will potentually persue if the
proposed pond is approved. Construction of our dam will begin as soon as our proposal is approved by the US ACE & NCDWQ. Consturction
will be complete approximately 6 months after the start date.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason!s) for Discharge We must pipe and fill approximately 150 linear feet of stream to construct the proposed earthen dam structure. The
pipe utilized will be approximately 2 feet in diameter. Fill materials in this area will be be rock and clay. We must pipe and fill approximately
50 linear feet of stream to construct the proposed pond access driveway. Fill materials in this area will be rock and clay. The remaining
impacts will be stream impacts due to flooding only. No wetlands will be impacted. The exact amount offill material to be discharged is
currently unknown.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See Block #20
22. Surface Area in Acres of Wetlands or Other Waters Filled (s""inst~reas where we plan to fill are relatively flat bank to bank stream areas.
Stream width is approximately 3-4 feet and has been identified as perennial by Mr. John Thomas of the USACE & Mr. Steve Mitchell of the
NCDWQ. The area surrounding the proposed :;treams of impact are generally upland hardwood areas. No wetlands have been identified
adjacent to the proposed streams that are to be impacted. We plan to utilize backhoes, trackhoes, loaders and scrapers for construction.
23. Is Any Portion of the Work. Already Complete? Yes _ No -2L. IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list),
See Attached Table of Adjoining property owners.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY
TYPE APPROVAL"
IDENTIFICATION NUMBER
DATE APPLIED
DATE APPROVED
DATE DENIED
USACE
NCDWQ
NWP 39
401 Cert.
DWQ Project
#02-0297
March 18, 2002
May 15,2002
"Would include but is not restricted to zoning, building and flood plain permits
Ication is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
lication is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
authorized age ,~f,e apPlic~t. \/
r'-- 0 6--/3 .-cJ2-~Ecs it;/. 2//2./0;)
OF APPLICANT
DATE
SIGNATURE OF AGENT
DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
aut orized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or'
fraudulent statements or entry, shall be fined not more than $10,000 or imprisolkd not more than five years or both.
Instructions for Preparing a
Department of the Army Permit Application
Blocks 1 through 4. To be completed by Corps of Engineers.
Block 5. Applicant's Name. Enter the name of the responsible party or parties. If the responsible party is an agency,
company, corporation or other organization, indicate the responsible officer and title. If more than one party is
associated with the application, please attach a sheet with the necessary information marked Block 5.
Block 6. Address of Applicant. Please provide the full address of the party or parties responsible for the application.
If more space is needed, attach an extra sheet of paper marked Block 6.
Block 7. Applicant Telephone Number{s). Please provide the number where you can usually be reached during normal
business hours.
Blocks 8 through 11. To be completed if you choose to have an agent.
Block 8. Authorized Agent's Name and Title. Indicate name of individual or agency, designated by you, to represent
you in this process. An agent can be an attorney, builder, contractor, engineer or any other person or organization.
Note: An agent is not required.
Blocks 9 and 10. Agent's Address and Telephone Number. Please provide the complete mailing address of the agent,
along with the telephone number where he/she can be reached during normal business hours.
Block 11. Statement of Authorization. To be completed by applicant if an agent is to be employed.
Block 12. Proposed Project Name or Title. Please provide name identifying the proposed project (i.e., Landmark
Plaza, Burned Hills Subdivision or Edsall Commercial Center).
Block 13. Name of Waterbody. Please provide the name of any stream, lake, marsh or other waterway to be directly
impacted by the activity. If it is a minor (no name) stream, identify the waterbody the minor stream enters.
Block 14. Proposed Project Street Address. If the proposed project is located at a site having a street address (not a
box number), please enter here.
Block 15. Location of Proposed Project. Enter the county and state where the proposed project is. located. If more
space is required, please attach a sheet with the necessary information marked Block 15.
Block 16. Other Location Descriptions. If available, provide the Section, Township and Range of the site and/or the
latitude and longitude. You may also provide description of the proposed project location, such as lot numbers, tract
numbers or you may choose to locate the proposed project site from a known point (such as the right descending
bank of Smith Creek, one mile down from the Highway 14 bridge). If a large river or stream, include the river mile of
the proposed project site if known.
Block 17. Directions to the Site. Provide directions to the site from a known location or landmark. Include highway
and street numbers as well as names. Also provide distances from known locations and any other information that
would assist in locating the site.
Block 18. Nature of Activity. Describe the overall activity or project. Give appropriate dimensions of structures such
as wingwalls, dikes (identify the materials to be used in construction, as well as the methods by which the work is to
be done), or excavations (length, width, and height). Indicate whether discharge of dredged or fill material is involved.
Also, identify any structure to be constructed on a fill, piles or float supported platforms.
The written descriptions and illustrations are an important part of the application. Please describe, in detail, what you
wish to do. If more space is needed, attach an extra sheet of paper marked Block 18.
Block 19. Proposed Project Purpose. Describe the purpose and need for the proposed project. What will it be used for
anti why? 'Also include a brief description of any related activities to be developed as the result of the proposed project.
Give the approximate dates you plan to both begin and complete all work
Block 20. Reason(s) for Discharge. If the activity involves the discharge of dredged and/or fill material into a wetland or
other waterbody, including the temporary placement of material, explain the specific purpose of the placement of the
material (such as erosion control).
Block 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards. Describe the
material to be discharged and amount of each material to be discharged within Corps jurisdiction. Please be sure this
description will agree with your illustrations. Discharge material includes: rock, sand, clay, concrete, etc.
Block 22. Surface Areas of Wetlands or Other Waters Filled. Describe the area to be filled at each location.
Specifically identify the surface areas, or part thereof, to be filled. Also include the means by which the discharge is to be
done (backhoe, dragline, etc.). If dredged material is to be discharged on an upland site, identify the site and the steps to
be taken (if necessary) to prevent runoff from the dredged material back into a waterbody. If more space is needed, attach
an extra sheet of paper marked Block 22.
Block 23. Is Any Portion of the Work Already Complete? Provide any background on any part of the proposed project
already completed. Describe the area already developed, struc\ures completed, any dredged or fill material already
discharged. the type of material, volume in cubic yards, acres filled, if a wetland or other waterbody (in acres or square
feet). If ihe work was done under an existing Corps permii, ideniify the authorization if possible.
Block 24. Names and Addresses of Adjoining Property Ownersj"lessees, etc., Whose Property Adjoins the
Project Site. List complete names and fuil mailing addresses of the adjacent property owners (public and private) lessees,
etc., whose property adjoins the waterbody or aquatic site where the work is being proposed so tr.at they may be notified of
the proposed activity (usuaiiy by public notice). If more space is needed, attach an extra sheet of paper marked Bieck 24.
Information regarding adjacent landowners is usually available through the office of the tax assessor in the
county oj counties where the project is to be developed.
Block 25. Information about Approvals or DenIals by Other Agencies. You may need the approval of other Federal,
state or locai agencies for your project. identify any applications you have submitted and the status, if any (approved or
denied) of each application. You need not have obtained all other permits before applying for a Corps permit.
Block 26. Signature of Applicant or Agent. The application must be signed by the owner or other authorized party
(agent) . This signature shall be an affirmation that the party applying for the permit possesses the requisite property rights
to undertake the activity applied for (including compliance with special conditions, mitigation, etc.).
DRAWINGS AND ILLUSTRATIONS
General Information.
Three types of illustrations are needed to properly depict the work to be undertaken. These illustrations or drawings
are identified as a Vicinity Map, a Plan View 2!. a Typical Cross-Section Map. Identify each illustration with a figure
or attachment number.
Please submit one original, or good quality copy, of all drawings on 8 1/2xll inch plain white paper (tracing paper or
film may be substituted). Use the fewest number of sheets necessary for your drawings or illustrations.
Each illustration should identify the project, the applicant, and the type of illustration (vicinity map, plan view or
cross-section). While illustrations need not be professional (many small, private project illustrations are prepared by
hand). they should be clear, accurate and contain all necessary information.
Approximate Proposed Dam Cross Section
Fox Hill Farm
Orange County, North Carolina
.-- ", ot- ,
,. .:.._L i'--A~k(J5iYLI'f"-'i"-r 1. . f';"]
;~ t;t.~. .~;i--:s~:;:~!-fEh=fff~!~j~i:."(~~~;oIfr:~
. --. ._.~--_..-.~m:!'-~~r -,-, --~r~t-l,----p~-~r 1 ' , , '", ,
7...'.';"........}..- ...I"-4--..l~'-~'''''.'1..,--L.., f' ...i.. '.' .!-.-I.~~bi-: ,.j.{~~=1g!t~...T~F,.-f:~-L_....f~-I--.q-J..~.r-.....I. ...,f.. .' .!'
..1_-_1_-1--"+--1-+-' ic.-i-...bR!?Sf-'$E4rtJ,Nt-'"'"~DJrMj'HEttfHt"'-=+"2~-5.';'-r'I-'+-+--r-' f'" -t.... ,
, i } . ! ! ." I. f 1 I .. i - - '; _ .
,..~....."_.y_...."..._.,..........yn,....,._A~......--............,,,.. ....' ~_.,_~..."....____.,. .......-r-_N______..~~'N~'_'i""'""^"_.~>w---~._
. . 0.4 ~ 5' 8"~ SId" .
WfpF .j'!l (!:? .,..(. ......
t.... ,"
Our proposed darn would be 27.5' high. From our calculations, setting the
water level at 5~6' would result in a 9.4-acre lake. The spillway will be a
combination of reinforced concrete pip (4' riser, 2' barrel) for the primary
spillway and a grassed emergency spillway (50' wide) at the east end of the dam.
ENGINEERING CONSULTING SERVICF.S, LTD.
V.---'-- ---..:---~ -~ --.-;:- ...,,-------- --..-.----.----.0;---- __________.-__-~.--- ~~-_. --~---,____.r._-- --..____. ..----..---~------:-_________o______ __....-----.---."_._,.....----___=--__.~
I I
~
I I
I I
Engineering
Consulting
Services, L TD.
Vicinity Map
USGS Topographic Map: Hillsborough Quadrangle
Figure No.
1
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-B
Engineering Consulting Services, LTD.
Il.f j ~ ~~ '.,~ ,'" .,~: ! .~,' .I '\', ' --1/,,, '} \ ,c.nD T:, K.'..=~,sm ,:1' 1.. ~/.j
r:.JA;.. t' .,\/ '.l~ y' ,"~"h "-'::%~~ ~"fF--i ',' t~l"" I"~ G'B ~ \ ,L.i~
1 ,", ; .;:7:~;..;itt~-' Ge~;y::;'" ,~,i;";;~...(J~:' ::l ,~>\'~. / e,' ',' ';;~ .~
" ~:"l"; . ",""--;:::J; -;',- 1 ---,,\ H~B 1"','5 " .'
. '/- -~;:, ::.:. ).F\ .I\~ ,';;" ~ 1~; .' -J.\>r :.' ,~'",. ,- ,I - "'- .... -
. ~. ,:.yc- Hr~~' ~~ " ~ ' , '---" :l ..., ~";(~~;"f':(':' '0;:;:: .....,;.-.,,-: '.{ ~"", : ~
- .-t"e = rh :" ,<, eC^ :1- ~ :":-J!.,l;~." ,-r:", !.' '\ ~,.'t:~'. ,.: l ,'\\.~;/--- :, ~~.... ,\
"J '/,;;' ~ ' l - '.,. ,"".', , ,.,. ,-, .... . ;,...: .-
c~. ;' ('~y '- ~"J '..':i'::;: ~::<:~ J, \ ~:~'(':. ',,:;: -~~~l' \l',
A:~~.:.(-~:j../;: ".''-/.., .,~<;, ':"~L'," C"" .. ,.~ C,_ ,,' ~ }.,..l....,P I:"',.:
.~. .:...l.....-.Z' " ,\>, ~:.' ,X:?", :',. Hre ,.;r,)",v;l-\'; j'I\.
~ .. \.. G .' J '.t ~ i~';:;~ ' '. " [~:.~ ( " h~";" . fj' " ., . , ,?,
,.;;V .. '.' ,-;-.. r)c '~:"., , : ' " . '1\~A-:', .;", :cti\:~ I,J,:It ..
:: ~,'~e .'X~l tire!, "G~"'" .~: . 1: I - ,~, 1J : '~+~"~~'I~' thB
J1 ::r<' ' -=~.-:~ " ' ,\S<\" ",:;... 'J) B~! ...-;,. ~'37":,..-, '.
',~, ~~~~.,- J '''1)..~'}C.~./ .~;, .^ '~~<~.:t:1iSi ':4~~~~;'~'~~I:/?$rt1'~~~'
',-:' ?'.. F :; \' .c ,. '_;'. . . ""''V''n:..'''':. \ ' Cl1~:
.\ .>"1' '", ....\:.~;~f- <' .;n~.. , " \'. ..~,,: !, .:,j-\' '/::J' >'
.. ,;;':~rB ..~~" .~'V :..~,,~:::e.: ~s.~.r . ::.::," ~,., .~~ ~\0Y-~:J..~. . -:- ':c~. /"~'.~~_.'tl" .'
I' ~~'''' ' . ;~,. , ..~~ ; ; .Y"-~~ ~I/)~o .\":"..... .. ,r'i:.k;)I,..
V':" , ." : HrB w -;:P- "~~'t{;~.. ~~ .-~... ~..', ;ir~ ~' " r orv.~.. ,L :.:.~
~ iL:;it.,'\.. 0 . 1i[~:..Ac/' ...~;eoo '0 .. ,:- ..." ./ V ,'.', :~ {':.'?'1~~'
Ii .~..". ' lrs.l: ' ,~. " (. ~., . . l":~;,...';' /./ ~'\: ~,:; \\' .,'i IY".., "-'-'"
V !..l~.,. P ;::!' '", '(%-'7J',~ ',.',.J~wJ', .S.,.,\j).~~~
,: \J ,.-.:...~~ . ..;- ;;:I~t \". ; Or '. HrB ~.d,,~;r"
.~ ~_;:, J.:. ~--_;:::]/#;. t . j~~~!~ }",' :~" ~.. ~-,~ ~;;,c;~~;
~' t,<t:>l. /' ,'~'::<r:i,' }";:'/':\'H~r,B~~... ." ;'~'~'::~'~ :'.) , jJ.~~i\;';~-- ;;~,,-,--.,~ ,...--2\':,..--;y~.,,~'En B ~
" ". ~ ~;"" ,~l-fr~; y,.~..~ __.( __ ,~I ; .J'.'-. ,- ",~(....:..r;;;.~:.;.:t' ,
Gee V~. <\..' II J r ~ ." -- (, . '" /S :;, -- ) c" ':.
;:: 1/ '-"':r/,L:.9 ,", ~ (' .G~R~~!; ^~ .~ 2 " J :-- NU"~ .~. . ec[t.~~~;~ "' H
v~ };lrB". ';;, " ifr;B' ", '. ' l \. 'I ;(. f'>a"" r -- .. ' )i '>;~ '\' 'H~8 .
r.~__. -- _ ,:::'> fi --~.'':';'__, ~ jJ. .\f. ,~~~. : ,) :; " J Y'or, ,( ,J..~:',/
~ .,';,. " 'l""";Ge8.'-- '.;< HrB :; . . ~(( ,;' I' .:/J-/,) t " , '..
I:; .::'.",'...." ';" ~..E:OC '~:?--$:"'-.:'.;;;:i ,'~ ,.:' , )': '. ,....... ,,' : rF!i~~c ,:. :fA -- . "En
~.~)jZ~.:'~ .E~: :;.,: t:':"l,,"__\'~~'--,I".".P'I;__~.'/\' :iUr~B'~'--::::;-~f'C"'" . ,t,.;: ':gy:. ~i!-:(ftnB ,";G--~a 1/) :\;)~. " ,
~~!'"" ' "jr~ 'd , <.' -- ~ ~ ,'.. ; : lj'lf:j; 9!ec t.':"E' '7t:....: ': ' J'v' . ' .
f~ ~ ~.i :.:.r::~. .l.\.\.." .~~,~ ",: ~':.~' ,I Ht~ G.ea, \{. "'!; ,o;';{;'}J '"\, -- r 'j":' . EnS' \ir
~ ",-::~~'~ ':.3i~" .:f:l- .:"', ~'- ~ D.~J'h' G'.~ _ H'. _ (l/~~;~,
:a $1t.t.,<\-' " 13 I!B "\'c' "~eB~":"\ )/I~ei!ill, u".. . "f~b ('''--:'~' prOP~..:R'D^ '" I,
1~',::;", Ge,Cen& ,Chl.'j",,~,;, \',:~'-' ,~~:r:HtB'~ ~~, I., rl~ ..,/ ".in~^, \1,'8",:(
t?"l' "E.nB " ^~ .. \:.1\;) /:\' ~ \\ ~\ - \. r- ^lr-,... '..' (":\
!-ir~ " aB ;::::::Ii?r? ~('f ';:.:. f\ :~:. J^ ~,Enf:J\\~'(r.j; ':r~t~, ^ ; ., . ";."'; r '. - t.'
,\ " e~j;l{'..;,./ ~ ,,~I1J'~r ,-,~f'. ~jr[.tB ':Li);r~,;?",^, 1~ ;.;
'\..,' / :i.;~:(' $ ,- ','~.fi-B 'rjJ. HrO;:,' ' ~ l~",~, '. .J!:t^ :...t<::~na' , E:ri~.:..2 t:;
~Gl)B~ IGe:c ~^^ , " r., .....;::3. ~~ ], .,; .. GeB ^ ~ :_:~, Ch ' I '~'~ >", W;~,,,
1\ r '"") ,,~ ,. 'to ~,;J1':2"'::;r,,;I';, ^n D.C /). : I G, / 0 Co" -" "',. 'H,n ,( .' ig "'0 .;ij .
I \ .' I :','f1\ '///,;..;:GeB', " \";J , _ 3_~~ ~eci 1t\'""'/J.GeB ~f >''') r
~
I I
I I
Engineering
Consulting
Services, LTD.
Site Map
Orange County Soils Map (1977)
Sheet # 11
Figure No.
2
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-8
Engineering Consulting Services, LTD.
~
, ,
I ,
Engineering
Consulting
Services, LTD.
Proposed Pond Area
Figure No.
3
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-B
Engineering Consulting Services, LTD.
~
I I
I I
Engineering
Consulting
Services, LTD.
Alternative Pond Design
(Not Chosen)
Figure No.
4
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-8
Engineering Consulting Services, LTD.
'~~'~~j'Ge8' ' 7aee -7!l~', ,:,','/ G .Q'~B:' " ' :_;l3eeY<f'. ~~;~;:i~,: ~,:!'aD-.Al'<
~-:'j'lra ;'7, ;,' .".;. ~h~'eYi ":1' ~rTI'-' .,'.,oeB ~''''!,,'B;~~'';''Y-; Y;*zm.l.
~)I ~' " _ JA.. ;~teB !J ,-, ~ J!.. , t -. ~'O~i..?:.::'1.. ,LGee ~
!::?'f"; , :1 . ~ ,,@1' GeB ::,'k.e~~nB~<c,~...'-,;Q;;-~~:~'.,~,~,-' "-
C Ta, v, , ' , ~'..' 'flh" 0, ~}:' .;,:;.. .' ':):-' Be
O...B " ~ ?'>%:". "', .' ' . ".'
" .' ~ . H,B Ep~f'- ,. ~~iteB" " '.--..:.. ""o,(if~' .:;,.w: ',;. ,l:'::;;~,; (? p'.. .~ ~..,
~ ',' ~ ,~g' ,l:. ,6 i!~,,' ,;1"-
I, '^-C)' ~ J ~~;- :') GaB!e~ ~" ae ,EnS ri :./ . ti.r"~"" ~,
~ ;1--: \ ' ., . ....' ~'$ ,y, ~~,
. . ,-- ' , ' ..-,....:.r ,~ ,( ". .: -< \, -." (
. . HrB ~ J T: EnS'.. " . --1 :\ ' " \ ' '
,'.~ :-.. 1,.8 '~'tl,'~ ",.::;.: -' "" a " ,,' '; .", \l' ,;, ......: , ' ,B: I'"
"'" :...:. '~;' -. ,'t"~",, ' . .1'" '; >! G , , L&c',' --.,.
,</ ., ,.,:( ./'>tf;' "'. -~ mB' ,.....;. ;,. .... ", ~ 'l ~ ',,' iF'
.3': -', :,\ ~"'G~'~ j J > -', l'y ~ \I~,> ":" " ::. .'" :.:.:.,', ."'i ,~~:,("CC~'l
'-'3, ),1 l>: ,,";.'7 r:~;!Y~r8l~ ; .... ;.." ~...~ ~l ." ::;
,;~J""" ~"""0'..J!. "'"'. eal' ~:..,,: ".. ,~," '.. lli',.,, ,'.
("~.-s.., ' ,. ,,'sr..c~ ' .- ,;';';", '"~ ','=-= i \ : '>G,'l~
:> '" fi; ~:, .. , ~ ;:~:':~~~c ~..._': -..:' ~~: :'j
. "2J ',-'; r~~' ~~; l ~~~ 2 '\'i, '
) !~
)-
,~ ~:''\::' ~, 4" .'
I,a . "';:;.' :'~.":-~~) :".:} , ,. GeD:' ~~,:" ~
. HrB~''''''' "'~:~ "H:~ ~ ~
, .., ,,{~. . ' kH ..
, ' 'I!i ", ,~ ,/.. ", '
~~<~. ,'", /c ~'-'IL ,Ul;"h'if' 7.'~, ,~ .
~.,~t ~'>~~ .,"~o\-- ,~,':~;~~?\;~' tI . (f, - ',~
~ ~l( 'Z, '~"ji5-~~/~~~.,' -:' "'~r '-c 'I~\",~?~ If.:e& ;'~ 'H;;~E~~a~ .~~.^tj:.:'.' ~,~
l:l: ra ' ' '~\ : - " ,'" ..r. r: ',,: / ..r:- Y/~~ "u:,,!,;' -':,:
.. ,',. ", ,',',' I;, H.. v'" ,- --;". ~' ,
~ '2, <. eB'" ',0' ":-~ H'~:'';; ~ ....... ; .. , '^,. 'r:...
y":.'~~Enc: .. _:...,'/; 1\ ';,~ .....~~'~ G~C ':,~ [f~~ ' : '.. r1l',":;jf:f//H;~
t,'E. ." . ,).11~B-. ~.., J '"" \ -1:~~ '. \\ ~ w. B. ra6t' Jv, ~~~t :~ll'l..\(;;'., ,
l]::~,; .. \\1 ,,;J;tr:n --..... "\\.--~ Gee.. ." V" ":r. ~:-j- ...' \'.. "
r:\::.;"..... ,,~,\,,'J:{tB t,.' :.1:: $>-, ,<'I~ e' ' i\j "; 'I t~ r UrS'" Ch ^. \. $ " -,
1-" r; 'SiC" \ . "aij'ore'~' '~c'::~. " ,',' ) ~It Ge ' ,.:l i (~;~L~;:~ '" I. d ''-..I ~~ ,:
t=- '- ~,'\" ~'11 tl:eams ~~B:!~"" ,~ IT .' GeC ~~, ,_~,_.:.:;:.e" j r;:~~~;,r',: >~ ~l' ~~h-"{
G"~~~ :~> "".'~.;1 H.a' ~ . ;~:--~".. h.,:../ ~- ". '
~~~ (/ : 7" .- 'l" ,~~. ~~:J~) ~~~q'~~;~~, '~'B' ,:, \\, I" ~.. ""~o~:, ~ ,~
~ ,/Xt\' _ "-"";"8 "H,a:,,:r~;$ '~ '5'/ 'aea.., ,"l,jt~~~;8L. r~ \'(,<:",;;/J.
C fir '~'~~', ~h':: -' ~GeB l5o:'" 'l' )r;~:tfj.)~~~~,-o~ ~I~t n " ~ IIV''/'' ~:gOB ,(
a[) '" ~<," ~..GeCJ" I>,. 'Gee 0"(',," .....' .1\~13:., 'c"" ~,,,\"~\~:I
_ a,I~:c.rfl_~_:_'nt\'-;jA;'QeB,_J(.\"~IB cee; Ch ',I, iI-"/iGeO 'a~Cf t... ,,'z.,.~'B.~,'" ~ ,.
__ ~_, ,.' r... " ,.-:.~.. ' ' ..r "A~.
I I
~
I I
I I
Engineering
Consulting
Services, LTD.
Proposed Conservation Easements & Mitigation
Orange County Soils Map
Sheet # 11
Figure No.
5
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-8
Engineering Consulting Services, LTD.
~
I I
I I
Engineering
Consulting
Services, LTD.
Proposed Conservation Easements & Mitigation
Orange County Soils Map (1977)
Sheet #15
Randolph D. Fox Property
Orange County, North Carolina
Figure No.
6
ECS Project #
10169-8
Engineering Consulting Services, LTD.
757
HERMITAGE
~A
'"'
lID
~
I I
I I
Engineering
Consulting
Services, LTD.
Vicinity Map
NTS
Figure No.
7
Randolph D. Fox Property
Orange County, North Carolina
ECS Project #
10169-8
Engineering Consulting Services, LTD.
ffi~ ~
~g:~o
o 0 .. ~
~g:~~
~o><~~
~~o~
~ . u Z
~Cl~~
~::r:CJU
Z~~~
-O~O
~ClO~
~~ ~
..
0
0 rf"l
-0 '-tt 00 00 ...-4 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
0 N 1'-- 1'-- 0 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- 1'--
,
u 00 N M t-.. N N N N M N N M N N N N N N N
0.. t-.. 1'-- t-.. t-.. 1'-- 1'-- 1'-- 1'-- 1'-- 1'-- t-.. t-.. t-.. 1'-- t-.. 1'-- 1'-- t-.. t-..
.... N N N N N N M N N N M N N N N N N N
N M
1'--
N
II) U U U U U U U U U U U U U U U U U U U
...
ell Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z
...
en
....c: -fo -fo ....c: ..d -fo 1s- -fo io -fo ..d ..d -fo ~ 1 ....c: -fo 1:
~ ~ bIJ bl.l bl.l bl.l
= = ~ = = = :I = = = = = = = =
e- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
"'" "'" "'" 1 "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'"
.... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U ..c ..c ..c ..c ..c ..c ..c ..c ..0 ..c ..c ..c ..c ..c ..c ..c ..c ..c
..!3 III III III ~ III .!.l III III III .!.l .!.l III III III == III III
- - Cl - ::::l - - ::::l - - - ::::l -
- - - - - - - - - - - - - :::l
.... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ....
:I:: :I:: :I:: ::r: :I: :I:: ::r: :I:: ::r: :I:: :I:: :I:: :I:: :I:: :I:: :I:: :I:: :I::
1 ""d 1
C'$
.... 1 , 1 ""d 1 1 1 ~ ~ ~
u
u ~ u C'$
::2 .~ ~ 0 0 ~ ~ ~ ~ ....c: ~ ....c:
.... ~ c:z:: ~
(I) 1 .... "'" "'" 1 u ~
~ Cl Cl :1 "'" E-c
u 00 00 a e fa e e E a =
j ~ 0 ::2 ~ ~ ~ N ~ ~ ~ ~ ~ ~ ~ ....c: ....c: 0 ....c:
en U l/"\ (I) 0 0 M U U ~ U
en "'" "'" ~ ~ ~ ~ ~ ~ ~ ~
II) u u ~ .... .... IIJ ~ ~ ~
IIJ ~ '" III
"'" - 0 ; III - ~ ~ III III a III ~ III
-0 ~ - ~ e - 0 ~ ~ ~ ~ 0 0 ""d 0
.... .... ~ ~ ~
~ 0 ~ u ~ ~ :g :g :g :g :g -
u '-tt ~ "'" "'" ....c: ....c: 0 ..d
u u u
0 l/"\ ~ 1'-- ~ ~ ...-4 0 ~ ~ ~ ~ ~ ~ ~ (I) (I) \0 (I)
0 0 0 ~ ~ ~ 0 ~
z 00 \0 N l/"\ 1'-- \0
N 0 0 N 0 N \0 l/"\ 1'-- .... ...-4 Z Z rf"l Z
N 1'-- 1'-- 0 ~ ~ l/"\ N ...-4 0
N N N \0 1.0 1.0 \0 \0 \0 \0 N 0 '-tt
...-4 rf"l t'f"l rf"l t'f"l rf"l rf"l rf"l N 0 ...-4
...-4 N 0
...-4 .... ...-4
~ c....,.
>. .... 0 S
"'tl ~ "'" 0 :12 ....c:
~ ~ '" U u ~ u
j ~ 1 ~ "'" "'" "'"
.; 0 t u 'a ~ ~ u u u
E E j E ~ ~ ""d "'" ::::l ~ -
~ "'" "'" ....c: u -
e e a ~ .... s - ~ ~ - .... if ....
~ 0 ~ ....c: ~ ~
0 C'$ t ~ Z e- :-=
8 = = u "'" (I) ~ - Q.c ~ ~
(I) (I) ~ Q.c ..d (I) ~ ~ ~ ~ - ..!l:l ..!l:l
ell III ~ ~ 0
(I) .... Q.c "'" III U ""d u
Z ~ ""d G- ~ s .... ~ ""d u .... ....
u - ~ 5 u ~ ~ ~ ~ u ~ III 4; ~ 4;
"'" 0 y ~ "'" ~
; - III ~ "'" ~ u
~ ~ .... u u
.... Cl "'" IIJ 0 U ~ U "'" .... ~ ~
~ io "'" "'"
:I:: Z ....c: Q" u Cl j IIJ U ~ ~
~ .... ~ 0
U (I) .... ~ ~
::r: 0
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
CERTIFIED MAIL: RETURN RECEIPT FlEQUESTED
May 15, 200.
Orange Count
DWQ Project No. 0.2-0.29'
Randolph D. Fox
2726 Croasdaile Drive, Suite 102
Durham; NC, 2770.5
Dear Mr. Fox:
On March 18,200.2, the NC Division of Water Quality received your application for a 401 Water Quality Certification to impact 1,800
linear feet of streams and 20,00.0 square feet of Neuse Buffers in order to construct a dam and stream crossing at Fox Hill Farm in
Orange County. In accordance with 15A NCAC 2H .0506, a thorough inspection of the site has been conducted by Mr. Steve Mitchell of
the DWa Raleigh Regional Office, and we have discussed this application with Mr. John Thomas of the U.S. Army Corps of Engineers.
Insufficient information is available for us to complete our review of this project. Specifically, please provide the following information so
that we can complete our review of your application:
. Mr. Thomas indicated that this project may not qualify for Nationwide Permits 14 or 31, and as such would require an Individual
Permit. He noted that you are currently re-considering your proposed design. Please advise us when you have reached a final,
preferred design following coordination with the Corps of Engineers as to which 404 Permit will apply to this work.
· In your application, you stated that the stream you propose to impact is intermittent. Based upon field reviews conducted by Mr.
Thomas and Mr. Mitchell, we have determined that'the stream in question is perennial, and that significant uses will be lost. As such,
cumulative impacts of 150. linear feet or more will require mitigation. .
Since the stream impacts associated with this project exceed 150 linear feet, compensatory stream mitigation will be required for
this project in accordance with 15A NCAC 2H .0506(h). You have the following options for satisfying the stream mitigation requirement
associated with this project: , .
1. Payment into the North Carolina Wetland Restoration Program (WRP)"if the WRP will accept the responsibility for conducting this
mitigation work, or
2. Preparing and implementing a stream mitigation plan.
Please note that your application will be considered incomplete until a detailed mitigation plan incfuding a 1:1 stream restoration
component is forwarded to this office. We strongly suggest that you locate a mitigation site within th'e'same river sub-basin as your
project. At this time we are unable to conclusively determine the stream (and possibly buffer) mitigation requirements due to the lack of
clarity in the final design. '
If you decide to propose use of the Wetland Restoration Program in lieu of developing your own stream mitigation
plan, you will need to notify this office in writing in your response, and we will contact the WRP on your behalf to see if they will accept
the project. You should note that mitigation requirements proposed to be mitigated through the Wetland Restoration Program must be
rounded to the nearest linear foot increment according to 15 2r .0503(b).
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers place this
project on hold. Also, this project will be placed on hold for our processing due to incomplete information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact Steve Mitchell in our Raleigh Regional Office at (919) 571-
4700 or Cyndi Karoly in Raleigh at (919) 733-9721. '
Sincerely, "
./ 1/
~opy C<J,);t~
rf1 John Dorney
t
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
,1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (ohone \. 919-733-6893 (fax). htto://h20.enr.state.nc.us/ncwellands/
!:':~~~~PH D. FOX .
003202
REFERENCE DATE DESCRIPTION
11-22-02 11/22/02 APP.FEE DWQ#021392
AMOUNT DISCOUNT
475.00 0.00
NET AMOUNT
475.00
:00 ~N:: 6D~ ~ IWi
f WETlAN.OS GROUP
_ WAT!~ QlJAUIY SECTION
CHECK # DATE OUR ACCT #
3202 11/22/02
TOTALS -> GROSS DISCOUNT CHECK AMOUNT
475.00 0.00 475.00