19870412 Ver 1_Complete File_19871119

STArf
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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary November 19, 1987 Director
Mr. Rufus R. Anderson
Spring Developers, Inc.
2821 Old Orchard Road
Raleigh, NC 27607
Subject: Proposed Fill for
Minor Road Crossing
Proposed Holland Crossing
Subdivision
Wake County
Dear Mr. Anderson:
Upon review of your request for Water Quality
Certification to place fill in waters and/or wetlands in a
tributary to Black Creek, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2177 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. 14.
If you have any questions, please contact Bill Mills at
919/733-5083.
Sincerely,
Original Signed By
William C. Nrilis
For R. Paul Wilms
RPW/dkb
Attachment
cc: Wilmington District Corps of Engineers
Raleigh Regional Office
Diehl & Phillips, P.A.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
4; VIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS
Telephone [phone] WILLIAM C. DIEHL, P.E.
JOHN F. PHILLIPS, P.E.
219 East Chatham Street, Cary, North Carolina 27511
June 26, 1987 RECEIVED
JUN 2 9 1987
Mr. William Mills
NC Division of Environmental Management WATER QUALITY SECTION
P. O. Box 27687 OPERATIONS BRANCH
Raleigh, NC 27611-7687
RE: Request for Certification
Pursuant to Section 401
of Federal Clean Water Act
Proposed Roadway Crossing
Spring Developers, Inc.
Tributary to Black Creek
Wake County
Dear Mr. Mills:
Our firm has discussed proposed Holland Crossing Subdivision
near Fuquay-Varina, NC with Mr. Jeff Richter of the Corps of
Engineers. He has performed a site investigation to determine
whether wet lands are present. According to Mr. Richter there
are wet lands in two of the street crossings of minor streams in
the proposed subdivision. He has informed our office that these
crossings are covered under nationwide 404 permits. However, we
are required to obtain a Water Quality Certification.
Enclosed are the following:
1. Application for Water Quality Certification.
2. Copy of deed for the affected property.
3. One set of plans showing overall subdivision layout and
stream crossing.
We hereby request Certification Pursuant to Section 401 of
the Federal Clean Water Act. Should you have questions or
require further information,. please contact our office.
Sincerely,
DIEHL & PHILLIPS, P.A.
a?-?.., ldv!?
Alan Keith, P.E.
Enclosures
cc: Spring Developers, Inc.
c/o Mr. Richard Watkins, RLS
APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 146.12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113.229, 143.215.3(a)(1), 143.215.3(c), 113A-118 (33 CFR 209.320-329)
RECEIVED
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank. UN 2 9
1987
Applicant Information
A. Name
Spring Developers, Inc.
WATER QUALITY SECTION
OPERATIONS BRANCH
. Last First Middle
B. Address _ ...?221.1J,?,hSi
Raleigh, N.C. Street, P. O. Box or Route 2 7 6 0 7
City or Town State Zip Code Phone
Location of Proposed Project:
A. County Wake
Middle Creek
B. 1. City, town, community or landmark
2. Is proposed work within city limits? Yes No X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Unnamed tributary to Black Creek
Ill. Description of Project
A. 1. Maintenance of existing project N-1 8 2. New work Nacu P„hl i r . Pet
B. Purpose of excavation or fill
1. Access channel 1L/A length N$_width BIJA depth N ? n
2. Boat basin NjA length N/A width N/A depth N/A
3. Fill area Roadway Fill length 270 width 45 depth 4 feet average ( two areas
4. Other N/A length NIA _width N/A depth N I A
C. 1. Bulkhead length N/A Average distance waterward of MHW (shoreline) N/A
2. Type of bulkhead construction (material) N/A
D. Excavated material (total for project)
1. Cubic yards 2270 2. Type of material Roadway Excavation to Fill
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 25,000 2. Type of material - Roadway Excavation to Fill
IV. Land Type, Disposal Area, and Construction Equipment:
A. Dees the area to be excavated include any marshland, swamps or other wetland? Yes _X_ No
B. Does the disposal area include any marshland, swamps or other wetland? Yes X No
C. Disposal Area '
1. Location Sta. 2+00 Street "C", Sta. 19+40 Street "B"
2. Do you claim title to disposal area? yes
D. Fill material source if fill is to be trucked in Tl A
E. How will excavated material be entrapped and erosion controlled? Sedimentation and erosion control
measures including diversion ditches, silt fence and sediment basins
1'. I ype of equipment to be used standard earth moving e pment
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
Township, near Fuquay-Varina,N.C.
)& F-B 1
rV. Intended Use of Project Area (Describe)
A. 1. Private AA
2• Commercial N/A
3. Housing Development or Ind strial N [A
4. Other Public Stree?
B.. 1. Lot size(s) m4_4
2. Elevation of lot(s) above can high water N/A
3. Soil type and texture N71
4. Type of building facilities or structures N/A
5. Sewage disposal and/or waste water treatment A. Existing NIA Planned N/A
B. Describe
6. 'Land Classification' (circle one) DEVELOPED TRANSITIONAL COMMUNITY RAL
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,,$tream f low and Storm Water
3. Location of discharge Downstream o propose roadway culvert
VII. Present rate of shoreline erosion (if known): N/A
Vlll. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: N / A
IX. Length of time required to complete project: 1 80 days
X. In addition to she 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 it 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 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 da*e trved 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.
X1. 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 )2 -7 Of 44 jq?
0"
Applicant's Signature
D&F-62 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/78
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