20061530 Ver 2_401 Application_20060106

Office Use Only• Form Version March OS
USACE Action ID No. DWQ No. Y a.. O ~ - I ,S 3 b
(If any particular item is not applicable to this project, please enter "loot Appiicaeie° or ,.Ni~,~~.1
f t ii „tea w
I. Processing ~ r !~A"~ ~ ~'~ T
1. Check all of the approval(s) requested for this project: f~FCEIVED
Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check herg ~n~] (2 D
p (~ u 0'/ l5
II. Applicant Information 11~~
N0~ 1 6 2006
1. Owner/Applicant Information wa~~.R au~.iTv
Name: Mr Ben Graves p~~~pcTORMW~TERBRANOk
Mailing Address: Johnson Development Associates, Inc.
961 E. Main Street P.O. Box 3524
Spartanburg, SC 29304-3524
Telephone Number:_(864) 594-5707 Fax Number:_(864) 594-5998
E-mail Address: b ,rg aves(c~iohnsondevelopment net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Todd Love
Company Affiliation: Cavanaugh and Associate PA
Mailing Address: 305 West 4~' Street, Suite lA
Winston Salem North Carolina 27101
Telephone Number:~3361759-9001 Fax Number: (336759-1005
E-mail Address: todd love(u~cavanauPhsolutions com
Page 5 of 12

III. Project Information
5.
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Kings Mountain IV Sanitary Sewer Outfall
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3504-77-7010.3504-84-3039
4. Location
County: Gaston Nearest Town: Kings Mountain
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): See Attached Map. I-85
to Exit 8 (York Road), take Woodlake Parkwa~(fronta eg road) NE along S side of I-85 for
approximately 1 000 feet Site is on right.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Attached °N
6. Property size (acres): 78.45+158.71=237.16
7. Name of nearest receiving body of water: Crowders Creek
8. River Basin: Catawba River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is mostly second growth forest, with portions having
been cut over and~resently consisting of blackberry thickets.
attach a sheet that
oW
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
See Attached.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
sewer service to a commercial building
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future project plans are anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: See Attached.
Page7ofl2

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
None

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi ly len h X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
1 unnamed Temp. crossing Intermittent 2 feet 30 feet 0.0014
2 unnamed Perm. crossing Perennial 6 feet 30 feet 0.0041
3 unnamed Perm. crossing Perennial 10 feet 30 feet 0.0069

Total Stream Impact (by length and acreage) 90 feet 0.012
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres)
None

Total Open Water Impact (acres) 0
Page 8 of 12

6
List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.012
Wetland Im act (acres):
Open Water Im act (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 90
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The nronosed eight-inch sanitary sewer outfall will be gravity-fed from its origin at the
commercial building to the pump station The proposed line must eg~nerally follow Crowders
Creek in order to maintain the required slope Three streams lie in the proposed path of the line
and directional boring~was a feasible option at only one of the crossings. The line was shifted to
avoid impacts to wetlands that were identified in the vicinity of the proposed line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed Impacts limited to 60 linear feet of perennial stream and 30
linear feet of intermittent stream
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres):
Page 10 of 12

Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify)? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi liers.
Zone* (square feet) Multiplier Mitig t on
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. None Required.
Page 11 of 12

XI. Stormtivater (required by D~VQ)
Describe impervious. acreage (existing and proposed) versus total acreage on the site. Discuss stonnwater
controls proposed in order to protect surface waters, and wetlands downstream. from the property. If
percent impervious surface exceeds 20°!0, please provide calculations demonstrating. total proposed
impervious level. Constraction of the. sewer line will cause no increase in impervious acreage:: _
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project,. or available capacity of the subject facility.
Tha~roposed sewer line will tie in to the existing Kings IVlountan Firestone Pump Station
which- feeds to the Crowders Creek WWTP. 'The Crowders Creek WWTF discharges: to
Crowders Creek The facility has an available capacity of 3:7 mid.
XIII. Violations (required by DWQ)
Is this site in violation of DW Q Wetland Rules (1 SA NCAC 2H .OS00) or aiy Suffer Rules?
Yes ^ 1Vo
Ts this an after-the-fact permit application? Yes ^ No
XIV. Cumulatiye Impacts (required by DWQ)
Will this project (based on past and. reasonably anticipated future- impacts) result in additional
development, which'could impact nearby dowristrea~n water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance, with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:/Ih2.o.enratate.nc.us/nc~vetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is-the. applicant's responsibility to .submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated tivith construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered. and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
U ~ 1~
~Applicant/Agent"s Sigaaature ~ bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

Kings Mountain IV Sanitary Sewer Collection PCN Additional
Information
III. Project Information
3. Property Identification Number (Tax PIN):Gaston County 3504777010, 3504843039,
3504970250. Cleveland County 12661
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Stream Crossing 1:
Decimal Degrees (6 digits minimum): 35° 13' 52.10" N 81 ° 18' 51.83" W
Stream Crossing 2:
Decimal Degrees (6 digits minimum): 35° 13' 38.21" N 81°19'3.56" W
Stream Crossing 2:
Decimal Degrees (6 digits minimum): 35° 13' 36.5" N 81°19'2.5" W
10. Describe the overall project in detail, including the type of equipment to be used.
The project entails construction of a 4,949-foot, 8-inch diameter sanitary sewer line
running from a commercial building (under construction) to an existing pump station.
The project will require clearing of a 30-foot permanent easement, and, in some areas, an
additional 10-foot construction easement. Additional project details are shown on the
attached plans.
Three stream crossings will be required. Two of the crossings (for which this permit is
requesting permission) will be installed as shown on the attached construction detail
(sheet C-8). Construction right-of--way will be limited to 30-feet at stream crossing
locations. All required erosion and sediment control BMPs will be strictly adhered to
while the crossings are taking place.
Stream Crossing 1: This crossing is of a small intermittent stream immediately southeast
of an existing power line easement. Because the stream is shallow and the banks are
stable, post-crossing contours will be near those present before the crossing.
Stream Crossing 2: This crossing is located near the northeast terminus Station 9+85 of
the proposed line. Due to the near-vertical banks at the crossing location, the banks will
be layed back to a stable slope. The temporary culverts and graveUaggregate stone will
remain after the crossing is completed, as required by the City of Kings Mountain for
easement access.

Stream Crossing 3: This crossing is located near Station 19+35 of the proposed sewer
line. Due to the near-vertical banks at the crossing location, the banks will be layed back
to a stable slope. The culvert crossing and graveUaggregate stone will remain after the
crossing is completed, as required by the City of Kings Mountain for easement access.
Equipment used for the project will include:
Dozer,
Excavator,
Dump truck,
Trencher,
Boring machine,
Front-end loader,
Pipelayer, and
Skid steer.

VI. Proposed Impacts to Waters of the United States/Waters of the State
1. Provide a written description of the proposed impacts:
This project will require two proposed stream crossings:
The northeastern crossing (Stream Crossing 1) is of an intermittent, unnamed tributary to
Crowders Creek. The channel is approximately two feet wide and one to two feet deep.
There was no water in the channel during two site investigations (23 June and 22 August
2006). This small stream joins Crowders Creek approximately 50' downstream of the
proposed centerline (35 feet downstream of the permanent easement).
The southwestern crossing (Stream Crossing 2) is of a perennial unnamed tributary to
Crowders Creek. The channel is fairly incised at the proposed crossing location, and is
approximately six feet wide and seven feet deep. The banks are nearly vertical. Water
was approximately three inches deep in the channel at the time of the survey (23 June
2006). The stream joins Crowders Creek approximately 50' downstream of the proposed
centerline (35 feet downstream of the permanent easement).
The southwestern crossing (Stream Crossing 3) is of a perennial unnamed tributary to
Crowders Creek. The channel is fairly incised at the proposed crossing location, and is
approximately ten feet wide and four feet deep. The banks are nearly vertical. The
stream joins Crowders Creek approximately 60' downstream of the proposed centerline
(35 feet downstream of the permanent easement).
Construction right-of--way width will be limited to 30 feet at both stream crossings.

e
XIV. Cumulative Impacts (required by DWQ)
This project will provide service only to a commercial building that is nearly completed.
Although future development is possible in this portion of the I-85 corridor, it will not be
dependent upon or resulting from this project.

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222 - Concrete Pipe Design Manual
Figure 33
HEADWATER DEPTH FOR CIRCULAR CONCRETE
PIPE CULVERTS WITH INLET CONTROL
180 10000
EXAMPLE (1) (2) (3)
168 8000 D = 36 inches (3.0 feet) 6.0 6.0
156 6000

144 5000 Q = 66 cfs

6.0
5.0

5.0
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3000 D feet 5.0 4.0
120
2000 (1) 1.8 5.4
4'0

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3.0
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102
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9
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projecting .5 .
1.0 - -
x-12
HEADWATER SCALES 2&3
BUREAU OF PUBLlC ROADS JAN. 1963 REVISED MAY 1964
American Concrete Pipe Association • 222 W. Las Colinas Blvd., Suite 641 • Irving, Texas 75039-5423.972-506-7216 • Fax 972-5D6-7682
~~ -

.•
CAVANAU G H
Solutions through integrity and partnership
Project #
Sheet # of
Designed by Date
Checked Date Ca.~ ver~ mss; A r

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222 ~ Concrete Pipe Design Manual ~ `° Lj~G'~~
Figure 33 ~~ = ~~ :. 28C~"'~
HEADWATER DEPTH FOR CIRCULAR CONCRETE Z
PIPE CULVERTS WITH INLET CONTROL
180 10000 EXAMPLE (1) (2) (3)
168 8000
6
0
156 6000 D = 36 inches (3.0 feet) . 6.0
5000 Q = 66 cfs 5.0
144 4000 Hwx Hw 6.0 5.0
132 3000 D feet 5.0 4'0 4.0
120
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4'0
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0
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96 1000 'D in feet 3.0
90 800
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to 78 500 ~
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4 HW/D ENTRANCE 6
3 SCALE TYPE 6 .6
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i
'S
5
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ng 5
- .
12
BUREAU OF PUBLIC ROADS .JAN. 1963 HEADWATER SCALES 2&3
REVISED MAY 1964
American Concrete Pipe Association • 222 W. Las Colinas Blvd., Suite 641 • Irving, Texas 75039-5423.972-506-7216 • Fax [phone]
~_.
``
~.
+'`~_..

Proj. Number:
Project:
Date
Designed By:
Kings Mountain
11 /08/06
TML
EC Outlet Devices (NY NDO Dissipator Method)
(for tailwater conditions less than 0.5 ft)
Outlet No. Pipe Size Velocity Equation
/Discri tion Inches f s Number
Ciossn~' 2 ' 36 >; 5.00 1~`:'
Crossin 3 36; 5.00 ~ 1

,~
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Length (L2) Width Rip-Rap Minimum
(Feet) (Feet) Class Thickness (I
12 15 Class B 18
12 15 Class B 18
Notes: For Multiple Culverts use 1.25 times diameter of pipe
For Outlets on slopes greater than 10% use next higher equation number
If "Special" appreas in the results box, another method should be used for design
NC DOT Rip-Rap sizes used (T=1.5*Dmax)
Page 1 11/15/2006

JOHNSON DEVELOPMENT ASSOCIATES, INC.
COMMERCIAL aND INDUSTRIAL REAL ESTATE DEVELOPERS
KINGS MOUNTAIN IV
BUILDING NO 1
SANITARY SEWER OUTFACE
120 WOODLAKE PARKWAY
KINGS MOUNTAIN, CLEVELAND COUNTY, NORTH CAROLINA
OWNER
JOHNSON DEVELOPMENT ASSOCIATES INC.
961 EAST MAIN STREET
SPARTANBURG, SC 29304
[phone]
ENGINEER
CAVANAUGH & ASSOCIATES, P. A.
305 WEST FOURTH STREET, SUITE 1A
WINSTON SALEM, NORTH CAROLINA 27101
[phone] ~ [phone] (fax)
SHEET INDEX
SHEET C1 -COVER SHEET
SHEET C2 -PLAN & PROFILE 0+00- 11+00
SHEET C3 -PLAN & PROFILE 11+DO -22+00
SHEET C4 -PLAN & PROFILE 22+00 -33+00
SHEET C5 -PLAN & PROFILE 33+00 -44+00
SHEET C6 -PLAN & PROFILE 44+00 -49+49.29
SHEET C7 -CONST RUCTION DETAILS AND GENERAL NOTES
SHEET C8 -EROSION CONTRO L DETAI LS
TOTAL DISTURBED AREA = 3.90AC
(4,949.29 LF~ SEWERLINE)
LEGEND
~ 71N PROPOSED
i - SANRAAY SEWER ~F3
r TELLrHOxE ____T_____
-M - FORCE MAIN _~y_--
-W WATER -W_
____ro,______ E1FCrAlan ____E_____
i1REw CREIX /
NA
----n-- sra+M sEWER ----o----
PROPERtt TINE
Y/AD INLET Q
N/A CRASS CHANNEL
© SAMTAAY SENEA MANHgE
~ Ulllln PIXE ~
f+t WAIEA VAL1E ~
YM WATER METER ^WM
O STORM SEWER MANHptE
WRB INLET
FlAE HYDRANT
~- iENCE _~_
Sae GAS ____G_____
-uT- UNOERGRWND TElIDNONE ___y~T_____
T SIGN ~-
^ CONLPEIE NDNUMENT FOUND/SET ~
® TELEPHONE PEDESTAL ry/A
8 TELEPHONE MANHIXF N/A
® ElECR21CAL NANHOIE N/A
® ETELTRICAL BOX N/A
® TRANSFORMER N/A
~t UCHT PO.E
M SEWER CLEAN-OUT
a UNMAtiKEp PgNT N/A
0 WON PIN / AEBAR POUNp /SET ~
® IRON PIPE PWNp N/A
S10NE WTIET
IENPOAAAY STEW CR-531C TSC
uulTS OF pISTDABANCE --~~~
CONSIRUCTCN ENaiANCE
~`~.
28440 i ``
Yk WA ,~~
FlNAL DESIGN
FOR REVIEW ONLY
CAVANAUGH
Solutions through integrity and partnership
DATE: June 26, 2006 PROJ. NO.: 011.06.001
VIL'INITY MAP
NOT TO SCALE

CONSTRUC110N SEQUENCE ~ .,
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMI7G. THIS SITE CCN7AIN5 FEDERAL PROTECTED WETLANDS WETLANDS
CONTRACTOR SHALL REPAIR ANY CONSTRUCTION
`x DAMAGES TO EXISTING GRAVEL SERVICE ROAD
a 2. FLAG MMITS OF DISTURBANCE.
3. CONSTRUCT TEMPORARY CONSTRUCTION ACCESS ENTRANCES.
4
INSTALL EROSION CONTROL MEASURES AS CLEARING AREAS SHALL NO7 BE USED FOR VEHICLE PARKING,
STORAGE OR SOIL STOCKPILE AREAS. PROVIDED
VEN71N MATERIAL

iRUSIDN 9
T
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61
z .
PROGRESSES CONSTRUCTION FENCING AS NEEDED l0 PRE ~
-
se
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5. SCARIFY, SEED, FERTILIZE AND MULCH ALL DISTURBED
R INTO PROTECTOO AREA. -I m
(7 ~

~
'~
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' I' 6. A
FTER DISTURBED AREAS ARE ESTABLISHED, 1HE
CONTRACTOR SHALL RENRN TO THE SITE AND REMOVE ALL r N
Z Tyr1 n
' iNr. w: azz.zz
iNV an aia.er ' TEMPORARY EROSION CONTROL MEASURES. F'1
a

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STA 4+16.09
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_ / ~ ~
E%ISiMlC XM'GS 40UMNN -
Exrsrwc - i~ ~ ~~ PROPOSED 8" PVC STONE OUTLET AT ALL
i1RF5i0NE PIIldP SiAPON - y O - ~i + ~+'
x GRAVITY SEWER
sEw[a ~ may, TEMPORARY ~~ / ~~~ -- - ~~~' __ L~'~'TS (TYP.)
~CV CONSTRUCTION '" /~ ! /~ ~- S~R3'I~ \~,~

CR'fK

CROWOERS
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BEFORE YOU DIG ! 0 4D
~ SCALE: 1'40 CALL 1-800-632-4949
,\ SCALE DF NAP MAY BE REDUCED O
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' ETHODS OF REPRODUC110N.
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1 - ~ , ~ ~ ~ ! I I SCALE: i:aO N.C. ONE-CALL CENTER pUE TO METHODS OF REPRODUC110N.
~I~~a ~. ITS THE LAW !
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PROFILE VIEW
FROM STA 33+00 TD ST0. 44+00
HORIZONTAL SCALE: 1:40
VERRCAL SCALE: 1:4
4D+OD
41+OD
Length 375.00 ~ Slope
42+OD 43+00
0-mch
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~CONS1RUCilON SEQUENCE ~
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS
Z. FLAG LIMITS OF DISNRBANCE
J. CONSTRUCT TEMPORARY CONSTRUCTION ACCESS ENTRANCES.
4. INSTALL EROSION CONTROL MEASURES AS CLEARING
PROGRESSES.
5. SCARIFY, SEED, FERTILIZE AND MULCH ALL DISTURBED
AREAS.
6. AFTER DISTURBED AREAS ARE ESTABIJSHED, THE
CONTRACTOR SHALL RETURN i0 ME SITE AND REMOVE All
TEMPORARY EROSION CONTROL MEASURES J
GA PIP TIN ENCROA HM N7 SP 7CIFl A110N
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CONTACT WWFNMTION
LOGO.ORI,AMTOFFICE
1117PAA'SCOFOMI
6RDVel, n~c2e993
PHOIL' (70CJ99Tdfi21
FAY' (701)837,3890
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SILT FENCE _ STA 45+71'78

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I f I ~~ I PROPOSED 8" DIP \~.

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\ 1 ~ - I ~ I SEWER 300' LF INSTALLED
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BY BORE & JACK METHOD
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PLAN VIEW
FROM STA 44+00 TO STA 49+25.73
SCALE: 1:40
SCALE: 1' = 40
40 0D4{0
BEFORE YOU DIG I
CALL 1-800-632-4949 SCALE OF MAP MAY BE REDUCED
N.C. ONE-CALL CENTER DUE TO METHODS OF REPRODUC110N.
IT"S THE LAW I
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905.D - a°o~r- o m .~ rp~' rd I I ~ ~~~-
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16" STEEL ENCASEMENT W/ .025" WALL THICKNESS _ ..._
885.0 ' 885.0
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ength 5 .96 ._. :..
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- I --- -- _ - - -- ~ I-,
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_ _
44+00 45+00 46+00 47+00 48+00 49+00 50+00
PROFILE VIEW
FROM STA 44+DO TO STA 49+25.73
HOR120FITAL SCALE 1:40
VERTICAL SCALE 1:4
2
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PURPA~LY

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SEE NOTE /A PLBUC NCNi
EY511NG I OF WAY, IXISM'C ~ COARSE AGCAECAIE
CAWN) 6 MM. -I
uROU+D •.
L~ rAo_~ .:.:.. ~
_ _ ~~2-8• fAARSE AGGREGATE ~' PROMCE 1AANSIRON BETIFBI CON5IRUCAW
FNIAANCE/TAT k AKKf OF WAY
~~ ~K
NOTES:
1. SANE NIE - 2-6• CWRSE ACHAECATE fAUBIED STONE MAY BE USED.
2 WHEN NECESSWY, WHEED SHNL BE HEALED 10 RENDVE SEDI1ENi PgION 10
ENIN,WCE ONTO PUBUC RICHT OF WAY. NNEN WASHING IS IEWIAID, R SHPLL BE
PEAFOTIED ON A 91AFALE STABGTID W1H CRUSTED S10NF, DANNNG IN10 AN
APPROYID SEDIMENT IRPP OR SFDIAENi BABN All 9DINENT SHALL BE FRE`AN1FD
FROM ENTERING ANY STORM DRAIII, D11CN OA WAIERCDUAff THtOUDi 1HE USE CF
SWOBAGS ~AW1. BONiDS 01 OhIEA 1PFli0VfD EEIHWS
3. Tiff FNTR/NCE/ERT SHA1L ~ NuNiuNm M A LOIOIIKN WITCH PIEVE1115 THE
1RACKNC OA FLOWVG ff 3I%IENT ON70 PJD1C N6H16 ff WAY. 1N15 MAY
REOJRE PWCOIC RJP MES9NC W1X ADRIICNAL STONE AS COVMAONS OEYPND
AND AFFAIR AND/OA CIflNOUT ff AN7 MEASIAES USED TO 1RAP SEgMENL ALL
SEDIIENi SMUfD, piffPm, WASHED, ~ IAACY,m ONTO PUAUC NCHI6 DF WAY
MUST BE Af]iWFD YMEDIATELY.
4. MINMW DIAIENSNNS
LENGTH AS 6FEC11VE BU1 NOT 16511 W! 50 FEET.
7miH NOi 165 IRAN NLL WDTH ff ALL P,@I15 ff INGR65 ff EGE6 (12 MIN.J
TNLT(NES6 NOT 165 THAN N% (fi) NCH6.
CONSTRUCTION ENTRANCE/EXIT
DETAIL
SCALE: NDT m SCALE 8
10'-D' MA%. 12 1/2" CA. ,_~N~ POST STEEL
(SEE NOTES) tINTEFAIEDIATE
q WRES, TYP. - ~, Hoc WRE neo m PasT(oPnGMU)
- FlLTER FABPoC (32' MIN. NYD1H)
rEXISnNC GRADE
n
°' F~ I '-FlLL SLOPE
NT,V~~~ ,, mDe mI WD" ~.
GRADE -~ 1 i
_ ~ ~~ WRE & FABRIC TO ~ 1RENCHEO
E1EVAlION B• MINIMUM INTO GROUND k
BACK FlL1ID vXni STONE
SECTION
•YNR~E~32• MPI. WD1H HOGNIRE. 10 C0. UNE WAE
•FABRIC: MIRAFl T00% OR EQUAL
•STONE yi WASHED SmNE, TO BE PLACED 6' DEEP
•POSTS: METAL - 6' LONG, 7RIANGiE S1EP
•SPACINC: PUCEMENT OF POS75 USING HOGWIRE TO BE 10' APART (MAX.)
PUCEMENT OF POSTS N1IHOUT HOGNIRE m BE 6' APART (MA%.)
NOTE:
S7RUCNRAL STONE SHALL BE
(CLASS °B') STONE FOR EROSION
CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHAH
BE N0.5 OR N0.57 STONE
'Ar~, h{ ~y-~l~
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CROSS SECRON
$X, ~ POST
I r.
SILT FENCES .~ = r„ k `•:-,~.~ SILT FENCE
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DETAIL 2
scALE: Nor To scuE g
SEEDING MIKNRE
BPECCES: RATE (L9/ROPE)
TALL FESOJE BO
BERICEA IESPE]IEZA 20
ROBE LESPFDEZA 10
SEEDING NOTES
1. AFTER AUG. 15 USE UNSCARFlED SFRICEA SEED.
2. WriERE PERIODIC MOWNG IS PLANNED OR A NEAT APPEARANCE IS DEBIRm, OMIT SERICEA AND
INCREASE KOBE IESPEDEZA TO 40LB/ACRE
3, N IX1EN0 SPRING SEEDING GATES INTO JUNE ADD 15 LB/ACRE HVLLED BERMUDAGgASS.
HDY,f4FR, AFTER MID-APR, IT IS PREFERABLE TO SEED TEMPORARY COVER
NURSE PLANTS
BEIWBEN MAY I AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET pt 15 LB/ACRE SUDANCRABS.
PRIOR TD MAY 1 OR AFTEq RUC. 15 ADD 40 LB/ACRE RYE (GRAINI.
SEEDING DATES:
BEST POSSIBLE
FAW AVG. 25 - SPT. IS AUG. 20 -OCT. 25
L41E W1N1FA: FEB. 15 -MAR. 21 FEB. 1 -APR. 15
SOIL AMFNOMEN75:
APPLY LIME AND FQtnLIZER ACCORDING i0 SOIL TEXTS, OR APPLY 4,000 LB/ACRE GRWNO
ACRICULNRAL UMEBTONE AND 1,000 LB/ACRE 10-10-10 ffR11DZER
MULCH:
PRONOE FRESH, CLEAN, NEW-CROP GAASG SEED COMPLI1NG WITH TOLERANCE FOR PURItt AND
GERMINAnoN ESTABLISHED BY OFFlCIAL SEED ANALYS75 OF NORTH AMERICA.
ANCHIXt GRAIN STRAW MULCH MATERIAL BY TACKING WiH ASPHALT, NETTING OA RONNG OR
CRIMPING VdTH A MULCH ANCHORING 7WL
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URGE (~ 6. 0) ANGUUR ROCK
i
SEDIMENT FENCE w vwa~,acE~awaoa ~D'~ ~..u~rxrrxwuovuul
DETAIL _~ PERMANENT SEEDING SCHEDULE - 25' siNE"" z5' -
MINIMUM CHANNEL MININUM
SCA1E NOT TO SCALE a DETAIL 5 TOP OF BANK mP OF BANK
SCALE NOT m 5CA1E B
EROSION CONTRDL MAINTENANCE SCHEDULE
1. PEAMPNENi GROUND COYER FOA ALL OISNRBED AREAS SHALL BE
ESTABLSHED W11HIN 15 WDRKUJG DAYS Oq 21 CALENDAR DAYS (WHICHEVER IS
SNORTQi) FOLLOWNG THE COMPLEPON ff ANT PRASE Ci CONSWUCDON OR
DEVELOPNfNT. SEEDING REOUIREMENIS SHALL INCWDE SOL PREPARAIM%J,
SE1D MI%NRES AND MULCHING.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CNECNED FOR
6TABWIY AND OPEAAnON FOLLOWING EVERY RUNOFF-PRODUCING RNNFPll
BUi IN ND CASE LE55 THAN ONCE EVERY WEEK. ANY NECESSARY AFFAIRS
SHALL BE MADE IMMmIA1FLY m MAINTAIN THE INIEGRItt ff ALL SIKH
OENCES.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND 1HE SEDIMENT FENCE AND
AT THE INLET PROIECDON SEDIMENT FENCE NHEN IT fiECOMES APPRO%IMAIELY
fi' DEEP AT THE FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED AS
NECESSARY m PRESEAIE 1NE INTEGRITY OF THE FENCE
4. ALL SEEDED AREAS SNAll BE FERTUZEO, RESEEDED AND MULCHED AS
NECESSARY TO ESTABLISH 0. NCOROUS, DENSE VEGETARYE COYER.
EROSION CONTROL MAINTENANCE
DETAIL
SCALE: NDT m SCREE
I~ CREIX
~1 T-EILT FWCE OUnFF
SILT FENCE I 19ZE AS REOUIRm
SEE STONE GJTLET DETAIL
EWER
DRIP RAP (N0. 57 STONE)
CREFl( BANK STABItIZAnON
VARIED DIMENSIONS
SEE PLANS
X11
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CREEK STABILIZATION
DETAIL _~
SCALE: NGT TD SCALE a
SEE PUNS FOA NUMBER AND DIAMETER ff PIPES.
NOTE: If STRUM BED N1DTH WLL NOT ALLOW PUCDAENT OF PIPES
CONTRACTOR MAY DOWNSI7E TO PIPE DIAMETER THAT CAN BE CONTAINED
W1HIN 7NE STREAM. ~ PREPARED FOR PERIODIC OVEATOPPINC OF CROSSING.
1/2 OIAMEIIA Of PIPE-. COARSE (2'-8' e) GRAVEL FlLL COVIORED BY
OR T7 WHICH EVER IS L AGGREGATE 6' LARGE (~ 6• m) ANGUUR ROCK
GREATER ~ DEEP
FlLTER FABRIC-' -.
CAPAGIY OF PIPE CULVERm
mGETHEA -BANK FULL Row
ELEVA710N
COARSE (2•-3' 0)
AGGREGATE
TEMPORARY STREAM CROSSING
DETAIL s
SCALE: NOT TO SCALE 8
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FINAH'1~VING
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78440
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G~~~
CAVANAU G H
Solutions through integrity and partnership
Aber 15, 2006
~~ - ~s3~o v a
Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Re: Revised Water Quality Certification
C&A No.: 11.06.001 Kings Mountain Sanitary Sewer Outfall
DWQ Project # EXP 06-1530
Gentlemen,
r,.:~:~L._._
F~FCEIVED
Please accept this revised application for Water Quality certification. With this letter
please find seven copies of the attached:
1. Revised PCN Application Form and PCN additional information
2. Application fee of $200.00
3. 8'/z X 11 Vicinity Map
4. 11 X 17 Revised Plan Set
5. Pipe Calvert Calculations
6. 8'/z x 11 Pipe Culvert Profile Cross sections
Please note, $200 application fee to be forwarded per Barry Love, NCDENR Mooresville
Regional Office.
If you have any additional questions or concerns regarding this submittal please do not
hesitate to call.
Sincerely,
CAVANAUGH & ASSOCIATES, P.A.
d~~
Todd Love
NOV 1 6 1006
UEfVR - WATER QUALITY
1NETLAND8ANOSTG~,^!a,~1-: