19880410 Ver 1_COMPLETE FILE_19880101

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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
March 1, 1988
Mr. Charles Henkel
Parkway Associates
401 Harrison Oaks Blvd.
Cary, NC 27513
Subject: Proposed Fill in
Headwaters or Isolated
Wetlands
Parkway Associates -
Reflective Ponds
Wake County
Dear Mr. Henkel:
Upon review of'your request for Water Quality
Certification to place fill material in a tributary to
Crabtree -Creek, we have determined that the proposed fill
can be covered by General Water Quality Certification No.
2176 issued November 4, 1987. A copy of the General
Certification is attached. This Certification may be used
in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 26.
If you have any questions, please contact e l Mills at
919/733-5083.
Sincerely,
Original Signed By
William C. Mills
For R. Paul Wilms
RPW/dkb
Attachment
cc: Wilmington District Corps of Engineers
Raleigh Regional Office
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

APPLICATION
t<.'.
FOR
31 K WATER QUALITY CERTi V T1 1 ?
?i18kf? 1f73t??81? l13?J?i??t64???f?4?k}4?
X
Department of Administration State of North Carolina Departf E
(GS 146.12) Department of Natural Resources and Community Development Corps of itg`)?e 1
(GS 113.229, 143-215.3(a)(1), 143.215.3(c), 113A-118 (33 CFR 209 31
A' i
t,,Wllmington District

Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
Hudgins and Associates, Consulting Engineers, Suite 260
4900 Waters Edge Drive, Raleigh,•N. C. 27606 [phone]
1. Applicant Information
Henkel Charles
A. Name
Last First Middle
B. AddressParkway Associates, 401 Harrison Oaks Boulevard
Street, P. O. Box or Route
Cary North Carolina 27513 [phone]
City or Town State Zip Code Phone
Project:
11. Location of Prlake
A. County B. 1. City, town, community or landmark Town of Cary
2. Is proposed work within city limits? Yes X No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Tributary to Crabtree Creek
111. Description of Project
A. 1. Maintenance of existing project 2. New work Two earth dams for R-30 Office
B. Purpose of excavation or fill
I . Access channel n/a length-width depth
2. Boat basin n/a length width depth
3. Fill area Lower dam length 730 f t width 82 ft depth 14 ft
4. Other Upper dam Iength 330 ft width 68 ft depth 14 ft
C. I. Bulkhead length n/ a___ Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Lxcavated material (total for project)
1. Cubic yards n/a 2. Type of material
E. Fill material to be placed below MHW (see also V1. A)
1. Cubic yards 308 2. Type of material Select clay soil
IV. Land Type, Disposal Area, and Construction Equipment: X
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No x- oee6CO /87r
C. Disposal Area to fill office sites and minor road fills.
1. Location
2. Do you claim title to disposal area? es
U. Fill material source if fill is to be trucked in n /a
E. How will excavated material be entrapped and erosion controlled? Approved erosion control plan under
regulations of the Town of Cary
1 '1 ypc of equipment to be used CAT 615; CAT 815; water wagon; 12G motor grader
G. Will marshland be crossed in transporting equipment to project site? If yes, explain no
F-B 1
v. 10/78
t..r?
.. V. Intended Use of Project Area (Describe)
A. I. Private _
2• Commercial
3. Housing Development or Industrial _ Impounded areas will serve as reflecting ponds
$75Jx for an office complex and storm retention ponds
B. I. Lot size(s) varies from 3 to 8 acres
2. Elevation of lot(s) above mean high water
3. Soil type and texture
4. Type of building facilities or structures office complex
5. Sewage disposal and/or waste water treatment A. Existing X Planned
B. Describe Town of Cary system
6. 'Land Classification'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? . Yes X No
2. Type of discharge storm water runoff only
3. Location of discharge n/a/
VI I. Present rate of shoreline erosion (if known): n/a
Vil 1. List permit numbers and issue dates of previous Department of Army Corps of En ineers or State permits for
work in project area, if applicable: See COE letter dated (/21 87
IX. Length of time required to complete project: four months
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8%s X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served n/ a
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
n/a
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program,
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE March 1, 1988.
Applicant's Signature
Charles Henkel
Rev. 10/78
oat 62 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
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RALEIGH, NORTH CAROLINA
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2 ft. VERTICAL EACH SIDE OF NORMAL POOL ELEV..
DEPTH - 18 INCHES.
kCH FACE. FILTER FABRIC SHALL BE MIRAFI 1409 OR EQUIVALENT.
OOL ELEV.,
EQUIVALENT.
STONE RIP-RAP
GEOTEXTILE FABRIC
ZMAL POOL 357.0' NORMAL POOL 357.0'
4 ft. _
MIN. I
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1
12 ft.
360.5 ft. EL.
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EL. 363.5 ft. ® UPPER DAM
2 2
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25 ft.
SPILLWAY SECTION
(NOT TO SCALE)
STONE RIP-RAP -
GEOTEXTILE FABRIC
NORMAL POOL 360.0'
77 4 ft. _
MIN.
2 I
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12 ft.
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363.5 ft. EL._
2

NOTE: PROVIDE CLASS B RIP-RAP ON EACH
2 ft. VERTICAL EACH SIDE OF NORMAL POOL
DEPTH = 18 INCHES.
FILTER FABRIC SHALL BE MIRAFI 1409 OR EQ
- I NORMAL
4' MIN.
RIP-RAP
CLAYEY
SOIL
CORE , -----------------
J1
1
I do 12 ft. MIN.
PROPOSED UPPER DAM
TYPICAL SECTION

' TO BE VERIFIED F
TEST BORINGS.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
July 21, 1987
IN REPLY REFER TO
Regulatory Branch
Mr. H. Douglas Hudgins, P.E.
Hudgins and Associates
Post Office Box 33337
Raleigh, North Carolina 27606
Dear Mr. Hudgins:
On June 30, 1987, you met with Mr. Chuck Henkel of Parkway
Associates, and Mr. Jeff Richter of my staff concerning a proposed
dam and pond on a tributary of Crabtree Creek in the Oxford Hunt
subdivision on West Chatham Street, in Cary, Wake County, North
Carolina.
You stated that the work would involve the excavation of a
fairly large area in order to get adequate material for the dam
and create an approximate 4- to 5-acre pond, about 100 yards off
of the main road. Mr. Richter determined that there were no
wetlands which would be impacted by the project other than the
actual creek itself, from bank to bank. The average annual flow
appears to be less than 5 cubic feet per second, but you should
verify this fact, as well as determining the total amount of fill
material to be placed within the creek banks for the dam.
As Mr. Richter discussed with you, this work may be covered by
one of the Corps' nationwide permits. For the purposes of the
Corps of Engineers' Regulatory Program, Title 33, Code of Federal
Regulations (CFR), Part 330, published in the Federal Register on
November 13, 1986, lists nationwide permits. Authorization was
provided for discharges of dredged or fill material into non-tidal
rivers, streams, and their lakes and impoundments, including
adjacent wetlands, that are located above the headwaters and other
non-tidal waters of the United States, including adjacent
wetlands, that are not a part of a surface tributary system to
interstate waters or navigable waters of the United States.
One of the conditions of this nationwide permit is that you
must first apply for and receive a 401 Water Quality Certification
-2-

from the North Carolina Division of Environmental Management. The
person to contact to discuss the procedure for this is Mr. William
Mills, at telephone [phone]. Should you have any questions
regarding this matter, please contact Mr. Richter at (919) 343-
4636 and he will gladly assist you in any way he can. Thank you
for your cooperation with our permits program.
Sincerely,
Char s W. Ht1is
6L
hief, Regulatory Branch
Copy Furnished:
Mr. Terry Warren
Town of Cary
Post Office Box 1147
Cary, North Carolina 27513