19870416 Ver 1_COMPLETE FILE_19871119

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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 November 19, 1987 Director
Mr. Kevin Caldwell, P.E., Vice President
Wm. G. Daniel & Associates
910 East Boulevard
Charlotte, NC 28203
Subject: Proposed Fill in
Headwaters or Isolated
Wetlands
Crown Point Business Park
Mecklenburg County
Dear Mr. Caldwell:
Upon review of your request for Water Quality
Certification to place fill material in a tributary to
Irving 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 Bill 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
Mooresville Regional Office
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
A. P-.1 tlnn.,.?,?niw Af(i-ti- Artinn Fmnln

Engineering Planning October 5, 1987
Landscape Architecture
Mr. William Mills
Water Quality Section
Division of Environmental Management
N.C. Department of Natural Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Reference: Crown Point Business Park
401 Water Quality Certification
Dear Mr. Mills:
Please find attached the following information concerning a proposed
development in the Crown Point development.
1.) Preliminary site plan,
2.) Site location of USGS quad sheet,
3.) Site location on SCS soil survey,
4.) Application for Water Quality Certification.
As you can see from the site plan, the owner intends to fill a portion of
an unnamed tributary to Irving Creek. The drainage area of this swale is
approximately 84 acres. I met with Mr. Hugh Heine with the U.S. Army Corps
of Engineers who indicated that the proposed work would be covered by
Nationwide Permit No. 26. Although we have wetlands, that according to Mr.
Heine are delineated by the 580 contour, the proposed fill will cover
approximately 0.5 acres.
910 East Boulevard Charlotte, North Carolina 28203
0 [phone]
i
Mr. Heine is in the process of issuing a Nationwide Permit No. 26 for
this work. Please consider this as an application for a Water Quality Cer-
tification. If you have any questions or require additional information,
please contact me.
Sincerely,
-----------------------------
Kevin S. Caldwell, P.E.
Vice President
William G. Daniel and Associates

APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER 'QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department or the Army
Opartnswu of Ade ilnbuatton State of North Carolina of E WWnrMtpon OYtrkt
(GS 14612) Department of Nawral It"ourca and Community Development or R 2% 32 r 329)
(GS 113.229, 143.215.30)(1). 143.215.3(c), 113A•118
Morse type or print and till in all blanks. It information is not applicable, so indicate by dacint N/A in blank.
1. Applicant Information _
Daniel, William G s? A SOGiat? FOR < <?? Frlri n Ac?r?ri ai c'S
A. Name. Last First Middle
B. Address Street, P. O. Box or Route
28203 704-331-0643
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. CountyMer`kl onhiirci
B. 1. City, town, community or landmark
2. Is proposed work within city limits? Yes Y_No T r i hilt a r V_
C. Creek, river. sound or bay upon which project is located or nearest named body of water to project
to Iryina Creek
III. Owription of Project
A. 1. Maintenance of existing project - 2. New work --?L r' z n P f i 1 1
B. Purpose of excavation or fill
I. Access channel length width --depth
2. Boat basin length width depth --
3. Fill area length width depth
4. Other length width depth
C. 1. Bulkhead length Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 2.
E. Fill materidl to be placed below MHW (see also VI
1: Cubic yards 4 X000 d 3 - 2.
Type of material
A)
Type of materidl Enc[ineered fill IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area tube excavated include any marshland, swamps or other wetland? Yes No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No
C. Disposal Area
1. Location-T) i = n?a 1 i n u121 and area adi acent to site
2. Do you claim title to disposal area!
D. Fill material souice if fill is to be trucked in on site
E. How will cxcavated matcrnal be entrapped And erosion controlled) oye erosion control plan
F. Type of equipment, to he used
G. Will marshland he crossed in transporting equipment to protect site? If yes, explain 1\Tll
OiF-!11

9
V. 18""W Uet of h Am (00020)
A. 1. private
2. Cdrrrlemiaii T n d u .17r i a 1 h n i rl i n acz_
3. Houslrt8 DevslopAtsrtt or Irt kiWW
4. Other -
B. I. Lot size(e) 3 a ^ Y ° -----
_? i ' -------------
2. Elevation of lot(s) above mean high water
3. W type and texture
4. Type of building facilities or structures nT / n -
5. Sewage disposal andlor wastt water treatment A. Existing X Planned -
Ij. Describe Q.harlotte Meck?Pnh„rgrUtilit?t-Retzart-'"°n+ -
6. Land Classification (circle one) DEVE.LOPFD RAN I'DN?AL COMMUNITY RURAL
CONSERVATION nT (See LAMA Local Land Use Plan Syno0s)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project or.volve the placement of fill materials helow mearr high water? Yes _,X- No
8. 1. Will any runoff or discharge enter adjacent witers as a result of project activity or planned use of the
area following project completion) Yes_ No -X
2. Type of discharge
3. Location of discharge
VII. hunt rate of shoreline erosion (if known): N/T
Vill. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
'work In project area, if applicable:
IX. Ler4th of time required to complete project:
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% X 1 1" 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 tegistered or
certified mail or by publication(G.S. 113.229 (d))Enter date served
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.
XI. Csrtifiation 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.
to
cation and plat. Applicants should therefore describe in nti spa
XII. Any permit issued pursuant to this application will allow =Appficant'i
opment activities, including construction, excavation, fillDATE
ficant'i
Dlfa2 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
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80°50'
Each area Outlined on this map consists of
more than one fund of soil. The map is thus
meont for general planning rather than a basis
for decisions an the v.a of specific tracts.
LEGEND
CECIL: Gently sloping to strongly sloping, well drained soils that have a predominantly clayey subsoil;
formed in residuum from acid igneous and metamorphic rock
CECI L-URBAN land: Nearly level to strongly sloping urban areas on well drained soils that have a pre-
dominantly clayey subsoil; formed in residuum from acid igneous and metamorphic rock
IREDELL-MECKLENBURG: Nearly level to strongly sloping, moderately well drained and well drained
? soils that have a predominantly clayey subsoil; formed in residuum from diorite, gabbro, and other rock high
in ferromagnesian minerals
WI LKES-ENON: Gently sloping to steep, well drained soils that have a predominantly clayey subsoil;
F4 formed in residuum from diorite, hornblende schist, and other basic rock, or from mixed acidic and basic
rock
ENON-HELENA-VANCE: Gently sloping to strongly sloping, well drained and moderately well drained
soils that have a,predominantly clayey subsoil; formed in residuum from mixed acidic and basic igneous and
metamorphic rock
PACOLET-CECIL: Gently sloping to steep, well drained soils that have a predominantly clayey subsoil;
Ffi formed in residuum from acid igneous and metamorphic rock
MONACAN: Nearly level, somewhat poorly drained soils that have a predominantly loamy subsoil;
formed in fluvial sediment on flood plains
GEORGEVILLE-GOLDSTON-LIGNUM: Gently sloping to strongly sloping, well drained and moderately
well drained soils that have a clayey or loamy subsoil; formed in residuum from fine grained schist or slate
Compiled 1978
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
NORTH CAROLINA AGRICULTURAL EXPERIMENT STATION
MECKLENBURG COUNTY BOARD OF COMMISSIONERS
" GENERAL SOIL MAP
MECKLENBURG COUNTY, NORTH CAROLINA
Scale 1:253,440
1 0 1 2 3 4 Miles
' tl I I I I
1 0 4 8 Km
ICI 1 1 1 1 1 1 1

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