20071072 Ver 1_401 Application_20070607

•
C
A S S O C I A T E S
June 15, 2007
Ms. Lori Beckwith
U.S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, North Carolina 28801-5006
20071072
Re: Wastewater Treatment Plant Expansion
Town of Maggie Valley
Haywood County, NC
Dear Ms. Beckwith:
Please find enclosed a set of 8 1/2" x 11" drawings and application forms for the
above referenced project. The proposed project includes numerous improvements to the
Maggie Valley WWTP and upgrades to the existing effluent lines to Jonathan Creek.
These two lines are proposed to be installed as shown on the drawings into the river bank
from where they will discharge the treated effluent wastewater.
Please feel free to contact me if there are any questions on the project or if
additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
/~.-~ z ~~,~-
DAVID L. HONEYCUTT, E.I.
Engineering Associate
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D
JUN 2 0 2007
DENR -WATER QUALITY
AND STOItA11~41T~ g~
Enclosures
Cc: Dave McHenry, NC Wildlife Resources Commission w/ enclosures
NCDENR Division of Water Quality, 401/Wetlands Unit w/enclosures
Tim Barth, Town of Maggie Valley
Randy Hintz, McGill Associates
L:~PROJECTS12005105724U.ettersllb 15j une07.doc
Engineering P l a n n i n g F i n a n c e
McGill Associates, P.A. P.O. Box 2259, Asheville, NC 28802 SS Broad Street, Asheville, NC 2880!
828-252-0575 Far: 828-252-2518

20071072
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
/TC _~__ _
~~• u••y Y~ «..u~~ ~«~~, ~~ ~~u~ aY~ii~auic w uus project, please enter ~~NOt Appticabie" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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), ch D LS~~Q v ~ D
II. Applicant Information JUN 2 0 2007
1. Owner/Applicant Information DENR -WATER QUALITY
Name: Mr. Timothy Barth Town of Maggie Valleyyy~TW~sANDSTa~MNI+tERBRANCH
Mailing Address: 3987 Soco Road
__ Mamie Valley North Carolina 28751
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mvmana~er(a7charter.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. Timothy Barth Town Manager
Company Affiliation: Town of Maeaie Valley
Mailing Address: Same as above
Telephone Number: Same as above Fax Number: Same as above
E-mail Address: Same as above
Page 5 of 12

III. Project Information
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: Maggie Valley WWTP Expansion
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Most construction will occur on PIN 8609-96-
4882 .Effluent lines will be constructed in Right of Way for US Hwy 276 See attached
plans for additional pronerty information
4. Location
County: Haywood Nearest Town: Town of Maggie Valley
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From 1-40 take exit 20 to US
276. Go approximately 0.5 miles turn left across from gas stations onto private road with
bridge over Jonathan Creek.
5. Site coordinates, if available (UTM or Lat/Long): 35° 35' S8" N -83° 00' 23"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): N/A
7. Nearest body of water (stream/river/sound/ocean lake): Jonathan Creek
8. River Basin: French Broad
(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/ma~s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:-. Wastewater Treatment plant. Surrounding_properties are
agricultural.
Page 6 of 12

Describe the overall project in detail, including the type of equipment to be used: The
im rovements to the wastewater treatment plant include up rading internal plant piping
installation of blowers, standby generator and aeration basin equipment new secondarv_
clarifiers, sludge holdm~ tank and effluent gravity line and force main Excavation will be
completed with a backhoe or trackhoe
10. Explain the purpose of the proposed work: Increase the treatment plant capacity from 0 75
mgd to 1.0 mgd.
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.
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.
N/A
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12

Provide a written description of the proposed impacts: The proposed project will require
upgrades to the existing effluent wipes from the wastewater treatment plant to Jonathan
Creek. New 18" and 16" diameter ductile iron pipe will be installed by direct bury techniques
to the river bank. The 18" 1?ravity line will be installed to discharge below the normal stream
surface elevation. The 16" force main will be installed approximately 1 ft above the normal
stream surface elevation.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: _
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(leases eci )
1 Effluent Pipes 10± Jonathan Creek 15± Perennial

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.~ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 10 Lineal Feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
(indicate on ma)
*
Type of Impact Area of

Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

Page 8 of 12

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
Size of watershed draining to pond: Expected pond surface area:
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.
Impacts are necessary because the existing effluent lines are not ade uately sized to handle
the effluent wastewater flow from the Maugie Valley WWTP. Water surface elevations within
the_plant dictate the elevation of the gravity sewer effluent 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
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 March 9, 2000, 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.
Page 9 of 12

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 NCWRP 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.
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ^
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
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 ^
Page 10 of 12

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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )~
Yes ^ No ® If you answered "yes", provide the following information:
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
multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
fi Gone 1 extends out 3U Yeet perpendicular from near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone I .
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
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.
Town of Maggie Valley WWTP is the ultimate treatment and discharge of the wastewater The
facility operates under NPDES Permit No. 0056561
Page 11 of 12

XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application?
Yes ^ No
XIV. 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 with 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).
/Appnt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page l2 of 12 -

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WASTEWATER TREATMENT PLANT
EXPANSION
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROLINA
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APPLICANT:
TOWN OF MAGGIE VALLEY
3987 SOCO ROAD
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSEp CONSTRUC110N;
REPLACE AND INCREASE LINE SIZE OF EFFLUENT LINES
FOR THE TOWN OF MAGGIE VALLEY WWTP
LOCATION;
NORTH OF MAGGIE VALLEY, NORTH CAROLINA
SOUTH EAST CORNER OF INTERSECTION OF
US HWY 276 AND INTERSTATE 40
COUNTY: STATE:
HAYWOOD •NORTH CAROLINA
DATE; JUNE 2007 SHEET 1 OF 7
PROJECT:
WASTEWATER TREATMENT PLANT EXPANSION
TOWN OF MAGGIE VALLEY
HAYW000 COUNTY, NORTH CAROLINA
ADJACENT PRpPERTY OWNERS:
SEE PLANS
A S S O C
•
I A T E S
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PROJECT LOCATION MAP NO SCALE
APPLICANT:
TOWN OF MAGGIE VALLEY
3987 SOCO ROAD
MAGGIE VALLEY, NORTH GAROLINA 2$751
PROPOSED CONSTRUCTION;
REPLACE AND INCREASE LINE SIZE OF EFFLUENT LINES
FOR THE TOWN OF MAGGIE VALLEY WWTP
LOCATIpN;
NORTH OF MAGGIE VALLEY, NORTH CAROLINA
SOUTH EAST CORNER OF INTERSECTION OF
US HWY 276 AND INTERSTATE 40
COUNTY: STATE:
HAYWOOD NORTH CAROLINA
DATE; JUNE 2007 SHEET 2 OF 7
PROJECT:
WASTEWATER TREATMENT PLANT EXPANSION
TOWN OF bIAGGIE VALLEY
HAYWOOD CAUNTY, NORTH CAROLINA
ADJACENT PROPERTY OWNERS:
SEE PLANS
l
A S S O C I A T E S

NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL; ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DINSION OF LAND RESOURCES, LANG
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE CONPLIEO WITH FOR ALL WORK.
1. - PRIOR TO BEgNNINC WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONNENT AND
NATURAL RESOURCES, DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. 1HE APPROVAL NODCE
MUST BE AVAILABLE ON-SITE DURING ALL GRADING AND CONSTRUCTION ACTINTIES. Q
2 - INSTALL ALL EROSION CONTROL MEASURES AS REWIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESWRCES, LAND QUALITY SECTION.
]. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVRONMENT AND NANRAL RESOURCES, DIVISION CF LAND RESOURCES,
LAND QUALITY SECTION.
4. - PROCEED WITH GRADING, CLEARING AND GRUBBING, NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED VNLESS
THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
5. - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EWIPMENT DURING CONSTRUCTION SMALL BE MADE USM10 TEMPORARY
BRIDGES. NO STREAMBANK OR STREAMBEO DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT CROSSINGS.
6. - SEED AND MULCH DENVDED AREA 1MTHN! 15 GAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,OD0 LBS
FERTILIZER (10-10-10) 1,000 LBS
KY-31 FESCUE 100 LBS
STRAW MULCH 80-80 BALES
FOR SUMMER SEEDING ADD 70 THE ABOVE:
GERMAN MILLET 10 LBS
SUDAN GRASS 15 LBS
FOR N7NTER SEEDING A00 TD THE ABOVE
RYE GRAIN 15 LBS
FOR ALL POPES 2:1 OR STEEPER Aq0 TO THE ABOVE:
SERICEA tESPEDEZA 40 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED RJ ADDITION TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MANVTAINED, WATERED ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 2;1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND TREES.
NATIVE PLANT NIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIC BLUESTEM, INDIAN GRASS, LITTLE BLUESTEM, SWITCHCRASS 5 LBS/ACRE EACH
AUGUST TNRU MAY - GREENRYE 25 LBS/ACRE EACH
MAY 1 THRU AUOJST -MILLET 25 LBS/ACRE EACH
TREES -SILKY DOGWOOD (CORNUS AMONVM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER
(AUAUS SERRULATA) AND ELDERBERRY (SAMBUEUS CANAOEN51$)
NATIVE PLANT NIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SMALL BE USED WITHIN f0' OF TOP OF STREAM OR RIVER BANK
7. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
& - REMOVE SOIL EROSION CONTROL MEASURES ANO STABILIZE THESE AREAS.
9. - REQUEST FlNAL APPROVAL BY THE NORM CAROLINA DEPARTMENT OF ENVIRONMENT AND NANRAL
RESOURCES, CIMSION OF LAND RESOURCES, LANG QUALITY SECTION.
APPLICANT:
TOWN OF MAGGIE VALLEY
3987 SOCO ROAD
MAGGIE VALLEY, NORTH CAROLINA 28751
PROJECT:
WASTEWATER TREATMENT PLANT EXPAN570N
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROLINA
',PROPOSED CONSTRUCTION:
REPLACE AND INCREASE LINE SIZE OF EFFLUENT LINES
FOR THE TOWN OF MAGGIE VALLEY WWTP
LOCATION:
NORTH OF MAGGIE VALLEY, NORTH CAROLINA
SOUTH EAST CORNER OF INTERSECTION OF
US HWY 276 AND INTERSTATE 40 "
COUNTY: I STATE:
ADJAGENT PROPERTY OWNERS:
SEE PLANS
A S S O 1C I A T E S
DATE: JUNE 2007 ~ SHEET 3 OF 7

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APPLICAN'Rt
TOWN OF MAGGIE VALLEY
3987 SOCO ROAD
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION;
REPLACE AND INCREASE LINE SIZE OF EFFLUENT LINES
FOR THE TOWN OF MAGGIE VALLEY WWTP
LOCATION;
NORTH OF MAGGIE VALLEY, NORTH CAROLINA
SOUTH EAST CORNER OF INTERSECTION OF
US HWY 276 AND INTERSTATE 40
COUNTY: STATE:
HAYWOOD NORTH CAROLINA
DATE: JUNE 2007 SHEET 4 OF 7
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~,r` AND ASSOaAT[Q PIPING
WASTEWATER TREATMENT PLANT EXPANSION
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROLINA
ADJACENT PROPERTY OWNERS:
SEE PLANS
A S S O C I A T E S

GRAVITY DISCHARGE PROFILE
SCALE: HORIZ. 1 = 50'
VERT. 1"e S'
d
APPLICANT.
TOWN OF MAGGIE VALLEY
3987 SOCO ROAD
MAGGIE VALLEY, NORTH CAROLINA 28751
I PROPOSED CONSTRUCTION;
REPLACE AND INCREASE LINE SIZE OF EFFLUENT LINES
FOR THE TOWN OF MAGGIE VALLEY WWTP
LOCATION;
NORTH OF MAGGIE VALLEY, NORTH CAROLINA
SOUTH EAST CORNER OF INTERSECTION OF
US HWY 276 AND INTERSTATE 40
COUNTY: STATE:
HAYWOOD 'NORTH CAROLINA
DATE: JUNE 2007 SHEET 5 OF 7
PROJECT:
WASTEWATER TREATMENT PLANT EXPANSION
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROLINA
ADJACENT PROPERTY OWNERS:
SEE PLANS
A S S O C I A.T E S
BNGINEERING • PLANNING • FINANCE

FORCE MAIN PROFILE

Za00 SCALE: HOPoZ. 1'= 50'
VERT. 1'= 5'

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ONM
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2488
PROP ED PROPO D

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APPLICANT;
TOWN OF MAGGIE VALLEY
3987 SOCO ROAD
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION:
REPLACE AND INCREASE LINE SIZE OF EFFLUENT LINES
FOR THE TOWN OF MAGGIE VALLEY WWTP
LOCATION:
NORTH OF MAGGIE VALLEY, NORTH CAROLINA
SOUTH EAST CORNER OF INTERSECTION OF
US HWY 276 AND INTERSTATE 40
COUNTY: ~ STATE:
DATE: JUNE 2007 ~ SHEET 6 OF 7
PROJECT;
WASTEWATER TREATMENT PLANT EXPANSION
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROLINA
ADJACENT PROPERTY OWNERS:
SEE PLANS
l
A S S O C I A T E S

ff
RESLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES
" ~~~~\~\\~\~\ NORMAL STREAM LEVEL
ANCHOR FABRIC 6 \\~~\y~
INTO EARTH FILL ~\\~~ ~\\~\\
~\\ ~~~\\ \\ 2' MAX. -
\,-\y\\\ - - -
~\~'' ~~~ - VARIES 6" - 12"
12" - 1$" CLASS B RIPRAP ~ %~ \\\ ~~~_\
~~~\%\~
FILTER FABRIC MIRAFI '~\ ~\\~\i\\\
140N OR EQUAL ~%\~ \\%\~
• ~ ~\~ \~, EXTEND RIPRAP A MINIMUM
'~~ \\1 OF 12" BELOW STREAM BED
STREAM BANK PROTECTION
(Np FERTILIZER TO BE USED WITHIN 1 D' OF BANK)
APPLICANT:
TOWN OF MAGGIE VALLEY
3987 SOCO ROAD
MAGGIE VALLEY, NORTH CAROLINA 28751
PROPOSED CONSTRUCTION;
REPLACE AND INCREASE LINE SIZE OF EFFLUENT ~.INES
FOR THE TOWN OF MAGGIE VALLEY WWTP
LOCATION;
NORTH OF MAGGIE VALLEY, NORTH CAROLINA
SOUTH EAST CORNER OF INTERSECTION OF
US HWY 276 AND INTERSTATE 40
COUNTY: STATE:
HAYWOOD ,NORTH CAROLINA
DATE; JUNE 2007 SHEET 7 OF 7
PROJECT:
WASTEWATER TREATMENT PLANT EXPANSION
TOWN OF MAGGIE VALLEY
HAYWOOD COUNTY, NORTH CAROLINA
ADJACENT PROPERTY OWNERS:
SEE P4,ANS
A S S O C
•
l
I A T E S
NNiNf:. b'fNdN('R