19951077 Ver 1_COMPLETE FILE_19951012

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
J&T.9;WA
AM ot?
E:) EHNR
October 12, 1995
Guilford County
DEM Project # 951077
APPROVAL of 401 Water Quality Certification
City of Greensboro
c% Mr. Richard Huffman
Post Office Box 3136
Greensboro, N.C. 27402
F L ir.
Dear Mr. Huffman:
You have our approval to fill and excavate material in 0.25 acres of wetlands or waters for the
purpose of laying sanitary sewer line across Big Alamance Creek at Willow Bend Subdivision, as you
described in your application dated 27 September 1995. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3022. This certification
allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project. t
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
F rely,
ston Howard, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Domey
Central Files
951077.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
JAMESTOWN ENGINEERING GROUP, INC.
CIVIL • SANITARY • SURVEYING
101 Depot Street • P.O. Box 365 • Jamestown, N.C. 27282
/4E, ino Telephone [phone] Fax [phone]
September 27, 1995
0
':?J2
0U0/-10>
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Field Office
6512 Falls of the Neuse Road
Suite 105
Raleigh, N. C. 27615
Dear Mr. Thomas:
RE?E1V??
?\,p11R???pNCH \E?
Re: Wastewater System
Willow Bend Subdivision
City of Greensboro
Guilford County, N. C.
File No. 88094
With regards to the references site, we have enclosed the joint
form for Nationwide Permits and 8 1/2 x 11 copies of applicable
outfall plan/profile sheets.
We request your review of the plans and site inspection, on behalf
of the City of Greensboro, for compliance with applicable
regulations under the Nationwide Permit No. 12. A copy of the
cover sheet is also enclosed for your reference.
If there are any questions or additional information required,
please call.
Yours very truly,
JAMESTOWN ENGINEERING GROUP, INC.
i
Daniel Pri chett, PE & RLS
DWP/cp
Erciosur-es
cc: Mr. Richard Huffman, P.E., City of Greensboro
Mr. Eric Galamb, Water Quality Planning (w/7 copies)
Charles J. Jones, PE & RLS • Daniel W. Pritchett, PE
004 M: 9 5)o -l -7 ACTION M:
Nationwide Pe:Znit Requested (Provide Nationwide Permit 4): z
JOINT FORNL I FOR
Nationwide permits that require notification to the Carps of Engineers
Nationwide permits that rewire application for Section 401 certification
WiL.IVGTON DISTRICT ENGuiEM WATT QUALITY PLkNNING
CORPS OF EvGINEr.RS DIVISION OF M 1rVMONIVE-IAL MAi_NAG_
DE.NRT %fF-NT OF'iZ-1EAMMY NC DE O=MENI' OF Z=-N:TVM0r `j! _
P.O. Box 1890 AND NATURAL. RESOURC...S? '
7rdmin on. NC 28402-1890 P.O. Box ::943-5
OCT
ATTN: C ESAW-CO-B Raleigh. NC ??626-05::5 4 ' 51995
Telephone (919) =1-$511 A17N: MR. JOIN DOMNEY
Telephone [phone] - r
ONE (1) COPY OF 73IS COWL.?T":D APP!.IC.ATION SHOULD BE SENT TO 'J zM GCRM5 ' .!=-t4G'Uq
SEVEN (i) COPMS SHOULD BE SEti i TO TAE N.C. DIVISION OF EY??tONmRENTAL lriANAG?iI?.
PL A.SE PRINT..
1. Owners Name: City of Greensboro
Owners Address; Post Office Box 3136. Greensboro. N. C. 27402
3. Owners Phone Number (Flame): N/A (Work): [phone]
4. If Applicable: Agent's name or :e=. nsfole corporate orfcW. address, phone number:
Richard Huffman, Utilities Department
Post Office Box 3136
Greensboro, N. C. 27402 [phone]
5. Location of work (MUST A=C.'-l MAP). County: Guilford
Nearest Town or Cary: Greensboro, N. C.
Specific Location (Include road numbers, land===s, etc.): Approximately 2,500 L.F. south along Big
Alamance Creek from the Alamance Church Road Bridge (S.R. No. 1005).
6. Name of Closest StreamlRiver. BiQ Alamance Creek
7. River Basin: Haw or Cape Fear -
8. Is this project located in a watershed classiued as Trout. SA. HOW, OPM WS L or WS II? YES [XJ NO [ I
9. Have any Secdon 404 permits been previously requested for use on this prope:ry? YES [ I NO [XI
If yes, explain. - -
10. Esdm=d total number of acres of waters of the U.S., including wetlands, located on project site: 60 AC (t)
11. Number of awes of watts of the U.S., including wetlands, impacted by the proposed project
Med: 0.11
Drained:
Flooded:
Excavated: 0.14
Total impacted-. 0.25 AC
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Laying sanitary sewer pipe
line across Big Alamance Creek.
13. Purpose of proposed work: To provide sewer service to Willow Bend Subdisivion Section
Nos. 1, 2 and 3, a development with failing subsurface wastewater disposal svstems.
14. State reasons why the appucant beueves that this acdviry must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. It is necessary to cross Big Alamance Creek to tie-in to an
existing sewer outfall.
15. You are recuired to contac: the U.S. F.sh and Wildlife Servica (USrWS) and/or National Marine Fisheries Service
(NNTS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed proj=. Have you done so? YES ( ] NO (X]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Hist6ric Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO [X]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DE'M:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by proj=L
C. If delineation was performed by a consultant, include all data sheets relevant to the piac==t of the
delineation line.
D. If a stotmwater management plan is required for this project. attach copy.
E. What is land use of surrounding property? Residential
F. If applicable, what is proposed method of sewage disposal? Transport to Citv of Greensboro
L4.11;
Owner'srSignaauc' / Date

AL ELEVATIONS ARE BASED ON TIE TO RM#50 ON FEMA
FLOOD INSURANCE RATE MAP COMMUNITY PANEL
No. 370111 0205B WHICH ELEVATION OF 618.47
WAS ADJUSTED TO 1988 NAVD OF 617.71 BY USING
A PRELIMINARY SHIFT OF -0.76' PROVIDED BY N.C.
GEODETIC SURVEY.
MH. No. 101
STA 3+15.97
86' 10' 52"
WOODED
15'
E ? ` 351.23 ? /
TEMPORARY
STRUCTION EASEMENT
TRIBUTARY TO
BIG ALAMANCE CREEK
NOTES
8o CITY STANDARD Nos. 214 & 215
0o CREEK CROSSING
?l 0 330 S.Y. CLASS II RIP-RAP
eIG q? o° (30" THICKNESS)
q ?.
R EK
o $o? 0
08000
7.5' EX. $ W TIE-IN TO
PERMANENT 8 EX MH No. 100
UTILITY STA O+OO
EASEMENT = STA 21+51.24)
141 13' 15" SEE NOTE 5
i? EX. 24"
GRAVITY SEWER
r 25'
W
Z
' Lu SEE PROFILE FOR PIER
& RIGID RESTRAINED
JOINTS LOCATIONS
i?
20' PERMANENT
EASEMENT (TYP.)
10' 5
(TYP.)
1. ALL CONSTRUCTION SHALL COMPLY
WITH THE CITY OF GREENSBORO
PUBLIC WORKS ENGINEERING
ROADWAY & UTILITY STANDARDS
2. ALL TRANSITIONS TO D.I.P. SHALL
BE BY MISSIONS OR FERNCO.,
OR CITY OF GREENSBORO EQUAL.
3. MH TOPS TO BE 18'-24-
ABOVE FINAL GRADE EXCEPT IN YARDS
OR ROADWAY SHOULDERS.
4. MANHOLES LOCATED BELOW THE 100 YEAR FLOOD ELEVATI
WILL BE PROVIDED WITH WATER TIGHT LOCK DOWN COVER
OUTFALL MANHOLES NOT WITHIN THE ROAD RIGHT-OF-WA
SHALL BE PROVIDED WITH LOCK DOWN FRAME AND COVER
5. SEE CITY OF GREENSBORO CONSTRUCTION PLANS
ENTITLED 'BIG ALAMANCE OUTFALL' FOR DETAILS.
6. COSTS ASSOCIATED WITH THE INSTALLATION OF 200 LF.
OF 8` RIGID RESTRAINED JOINT PIPE ON PIERS IS
INCLUDED ON THE CONTRACT BID SCHEDULE AS A
LUMP-SUM ITEM. THIS LUMP-SUM PRICE SHALL INCLUDE,
BUT NOT BE LIMITED TO, COSTS ASSOCIATED WITH
MATERIALS. LABOR, AND EQUIPMENT NECESSARY
FOR THE INSTALLATION, COMPLETE, INCLUDING CONCRETE
PIERS (SEE NOTE 7)
7. CONCRETE PIERS AND FOOTINGS SHALL BE INSTAO'
s

STA 6+67.20 LB
STA 3+15.05 L.A.
F 154° 04' 08"
E ?
TEMP. SILT FENCE
ISTRUCTION
EMENT
/ WOODED
?\ f
N
?o
? u!
U? r 2?
i
STONE
N
? w
WOODEC
W
?Z E
E ?
305.15'
E
1
E.I.P.

,DED

MH. No. 103
STA. 5+21.20
196° 06' 13" C.O.G. STA
CREEK CRC
E 65 S.Y. CL
E
371.14'
BENCH MARK N
I P NAIL IN 15" BE
ELEV. = 618.38
E -- -
E.I.P.
? E
0
10
-10
E
.CH
?2 1\

LIGHT WOODS/-,\
\ BRUSH
CL 1?1 .
. STANDARD No. 214•
K CROSSING
.Y. CLASS I RIP-RAP
--------------- -
E
E.I.P.
A
x231
RIP-RAP AS
NECESSARY
WOODED G
9
?g9 9 /
E
E
0 0 145° 58' 58"

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R? INS M?
rn
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Z
o
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SEE E
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i 1-1
____30 L. F.
SILT

o°°°
RAINAGE DITCH
COG STD. No. 214
55 S.Y. RIP-RAP
G 70
?O
40' 30' 20' 10' 0 40'
SCALE: 1"=40'
SCALE:
HORIZ. 1" = 40'
VERT 1" = 4'
IWO 1. vV
STA. 13+
WOODED
80'

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0
0+00 LA 1+00 2+00
= 2+61.93 LB
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U.S. ARMY CORPS OF ENGINEER
WILMINGTON DISTRICT
Action ID. / F ?6 60 0
?J
County Guilford
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/Agent City of Greensboro c/o Mr. Richard Huffman
Address Post Office Box 3136. Greensboro. North Carolina 27402
Telephone No.
Size and Location of project (waterway, road name/number, town, etc.) Sewer outfall project
located off of Alamance Church Road. adjacent to Big Alamance Creek. Greensboro. Guilford
Coup North Carolina.
Description of Activity
Proposed sewer outfall project adjacent to Big Alamance Creek resulting in approximately
0.25 acres of impacts to iurisdictional waters of Bia Alamance Creek.
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
NWP 12 Regional General Permit or Nationwide Permit Number.
Any violation of the conditions of the Regional General or Nationwide Permit referenced above
may subject the permittee to a stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional General/Nationwide Permit verification does not relieve
the undersigned permittee of the responsibility to obtain any other required Federal, State, or
local approvals/permits. The permittee may need to contact appropriate State and local agencies
before beginning work.
By signature below, the permittee certifies an
conditions of this permit.
Regulatory Project Manager Signature
Date October 13, 1995
and acceptance of all terms and
Expiration
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.