20041327 Ver 1_COMPLETE FILE_20040812

MEMORANDUM
TO: John Dorney Regional Contact: Barnett, Kevin
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Perfect Air Control Inc
Project Number 04 1327
Recvd From APP
Received Date 8/12/04 Recvd By Region
Project Type commercial factory expansion
County McDowell
County2
Region Asheville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Stream O YO N F- 11-32-1-4 F -c7--- 30,830. F_ 500.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O YO N Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y 0 N
Is Mitigation required? O Y O N Recommendation: O Issue 0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
issued by ARO on Aug 13, 2004 - khb
cc: Regional Office
Central Office Page Number 1
et
Triage Check List .
Date: Project Name:
DWQ#: D r 3a
County: M C?\)6
TO: ARO Kevin Barnett ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ?' WSRO Daryl Lamb
? RRO Mike Horan
From: 'b'& b Telephone: (919
)
,.p
The file attached is being forwarded to jur for your evaluation.
Please call if you need assistance.
1
? Stream length impacted
Cream determination ef c4 BLS. ,
Wetland determination and distance to blue-line surface waters on USFW topo maps
nimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
-? Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:.

'300 (o3O
W WEST-
CONSULTANT'Spuc
828 433 5661 / fax [phone] / [e-mail]
F I L. E
August 24, 2004
Beth Barnes
Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Perfect Air Controls
McDowell County
DWQ Project # 04-1327
Dear Ms. Barnes;
WETLANDS 1401 GROUP
AUG 2 7 2004
WATER. QUALITY SECTION
Our firm has submitted a site plan for the above referenced project and the owners have received
a comment letter to request additional information. Please review the following information in
response to this request:
a. No wetlands are involved with this project. The only waters of the state involved in
this project are the intermittent stream identified as such on the site plan, and the
creek that is located on the north side of the project. This creek is identified as
Young's Fork on the USGS quad sheet of the area.
b. Storm water will not be concentrated on the site and will be released through a
vegetated buffer 50 LF in width from the existing creek on the north side, and
through a minimum 60 LF in width, vegetated buffer on the south side of the
proposed building. All proposed parking areas will be graveled, allowing storm
water to dissipate and not be concentrated by asphalt paving or curb and gutter
sections.
c. There are no proposed concentrated storm water outfalls indicated on the site plan.
Please feel free to contact me at (828)-433-5661 if you should have any questions or comments
regarding the site plan or the additional information. Thank you for your assistance with this
project.
Sincerely,
WEST CONSULTANTS, PLLC
405 South Sterling Street, Morganton NC 28655
Am ). 4) AM
David W. Poore, P.E.
p?? W A rL-?QG
r
p `r
-3
Michael F. Easley, Governor
? William G. Ross Jr., Secretary
'
u North Carolina Department of Environment and Natural Resources
YS
' 6` d
Y Alan W. Klimek, P.E. Director
Division of Water Quality
August 20, 2004
DWQ Project # 04-1327
McDowell County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perfect Air Controls
Attn: Steven Brush
896 Rutherford Road
Marion, NC 28752
Subject Property: US 221 North of I-40
REQUEST FOR MORE INFORMATION
Dear Mr. Brush:
On August 12, 2004, the Division of Water Quality (DW(?) received your application dated
August 3, 2004 to impact wetland/waters to construct the proposed commercial factory
expansion. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact protected wetlands and/or streams on the subject
property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 211.0506 and will place
this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a. Please locate all isolated or non-isolated wetlands, streams and other waters of the
State as overlays on the site plan
b. Please provide the location of any proposed stormwater management practices and
include details for those practices.
C. Please indicate all stormwater outfalls on the site plan.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Kevin Barnett of the DWQ Asheville Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
401 Wetlands Certification Unit .
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
NRne Carolina
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Perfect Air Controls
Page 2 of 2
August 20, 2004
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Beth Barnes or Mr. John Dorney at
919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
JRD/bs
cc
Kevin Barnett, DWQ Asheville Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Q?- cz"
Dorney,
Wetlands / 401 7ut
Menan*: 04-1327 Perfect Air Control (McDowell) On Hold

1775
WEST CONSULTANTS, PLLC
Consulting Engineers u
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
Phone [phone] Fax [phone]
To 401 Wetlands Unit
NCDENR - Div. Of Water Quality
1650 Mail Service Center
Raleigh NC 27699-1650
WE ARE SENDING YOU X Attached Under separate cover via
Shop drawings Prints Plans
Copy of letter Change order Other:
Approved as submitted
Approved as noted
Returned for corrections
Other
the following items.
Samples
COPIES DATE NUMBER DESCRIPTION
1 PCN Application Form
1 Application Fee ($475) Check
WETLANDS 1401 GROUP
041327 AUG 1 2 2004
WATER QUALITY SECTION
THESE ARE TRANSMITTED as checked below:
X For your approval
For your use
As requested
For review and comment
FOR BIDS DUE/DATE:
REMARKS
Perfect Air Control
McDowell County
Specifications
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LORAN TO US
COPY TO SIGNED
If enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nebs.com PRINTED IN U.S.A. A -

Perfect
Air Control,
August 2, 2004
WETLANDS/ 401 GROUP
AUG 12 2004
WATER QUALITY SECTION
Dear Sirs:
Steve Brush, Plant Manager, has our authority to sign on behalf of the owner/applicant in matters
related to obtaining all necessary permits related to our property in Marion, NC.
If you have any questions, please contact me in Clearwater, FL at 727 / 441-2651.
cere ,
Roy sp aks
President
041327
1310 N. Hercules Ave. • Clearwater, FL 33765
[phone] [phone] Fax
896 Rutherford Road • Marion, NC 28752 an affiliate of
[phone] [phone] Fax ?. METAL NrXJSTRES, NV-
Office Use Only:
USACE Action ID No.
(If any particular item is not
1. Processing
FILE Copy
_ owun 0413
Form Version May 2002
to this project, please enter Not Applicable" or "N/A".)
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 # 39
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), check here: ?
H. Applicant Information
WETLANDS/ 401 GROUP
Owner/Applicant Information
Name: PERFECT AIR CONTROLS
Mailing Address: 896 RUTHERFORD ROAD
MARION NC 28752 VWER QUALITY SECTION
Telephone Number: (828)-652-1424 Fax Number:
E-mail Address:
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: STEVEN R. BRUSH
Company Affiliation: PLANT MANAGER
Mailing Address: 896 RUTHERFORD ROAD
MARION NC 28752
Telephone Number: (828)-652-1424 Fax Number:
E-mail Address:
D.- <of V)
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: PERFECT AIR CONTROLS SITE PLAN
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): DB 726, PG 626
4. Location
County: McDOWELL Nearest Town: MARION
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): US 221 NORTH OF I-40, GO
3.5 MILES SITE IS ON WEST SIDE OF US 221 ACROSS FROM CEMETARY
5. Site coordinates, if available (UTM or Lat/Long):N-35-40.562' W-81-59.954'
(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): 17.1 AC
7. Nearest body of water (stream/river/sound/ocean/lake): YQUNG'S FORK
8. River Basin: CATAWBA
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp /Hh2o gK...$ tg.nc,us/ac min/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: MANUFACTURING FACILITY AND WOODED
RESIDENTIAL AREAS.
13- 4 of 1)
10. Describe the overall project in detail, including the type of equipment to be used: THIS
PROJECT PROPOSES TO RELOCATE AN EXISTING INT. STREAM TO ALLOW FOR
EXPANSION TO AN EXISTING MANUFACTURING FACILITY. GRADING WORK
WILL BE DONE WITH TRACK BACKHOES AND BULLDOZERS. THIS PLAN
PROPOSES TO CREATE A RIPARIAN BUFFER ZONE ALONG THE ENTIRE
LENGTH OF THE RELOCATED STREAM.
11. Explain the purpose of the proposed work: TO CREATE AN AREA TO ALLOW FOR
MANUFACTURING FACILITY EXPANSION.
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.
EROSION CONTROL PLAN WILL BE SUBMITTED TO NCDENR.
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
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.
Dorm ^7 of 77
1. Provide a written description of the proposed impacts: APPROXIMATELY 500 LF OF INT.
STREAM IS PROPOSED TO BE RELOCATED INTO APPROX. g88-LF OF CREATED
RIPARIAN BUFFER ZONE. 430
2. Individually list wetland impacts below: N/A
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***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditchhWdrainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplams 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.femagov.
*** 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: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im ct Perennial or
Intermittent?
lease specify)
1 RELOCATION 500'
BEFORE U/T TO YOUNG'S
FORK <I' INTERNIlTTENT
jl! 1 AFT.

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.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.Igpozone.com,
www.mapquest.com etc.).
D-Qnfr7
Cumulative impacts (linear distance in feet) to all streams on site: 500 LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

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 N/A
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.):
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.
INTERNUTTENT STREAM RUNS DIAGONALLY ACROSS AREA NEEDED FOR
DESIRED FACILITY EXPANSION. THE ALTERNATIVE WOULD BE TO NOT
ADEQUATELY EXPAND MANUFACTURING FACIIITY TO ACCOMMODATE
GROWTH AND ADDED EMPLOYMENT.
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. N/A
U....o0nf77
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.
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/strm%xide.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.
PLANTED WITH A DIVERSE MI MJRE OF RIPARIAN VEGETATION. STORM
WATER WILL DRAIN THROUGH A VEGETATED BUFFER ZONE NO PROPOSED
CURB AND GUTTER.
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 of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
D- in ,.r 17
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 ?
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 M 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* (s uare feet) Multiplier Miitigatio
1 3
2 1.5
Total
• Zone i extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
0- 11 ..f 1 '1
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.
RIPARIAN BUFFER ZONE ENHANCEMENT.
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.
EXISTING HAPERVIOUS AREA IS APPROX. 19.4 %
PROPOSED 11"ERVIOUS AREA AFTER CONSTRUCTION IS APPROX. 32.3%
STORM WATER WILL DRAIN THROUGH A VEGETATED BUFFER
XU. 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.
FACILITY IS NOW SERVED BY CITY OF MARION PUBLIC SEWER SERVICE
XIM 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 an after-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).
Dorm /7 of 17
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
/V- 3s° f6,54 g,
W - 81 °- sy, Ss-4
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Perfect Air Controls
896 Rutherford Road
Marion, NC 28752
DWQ# 04-1327 - McDowell
A.
? Agent
B. ReceWled by (P . ted Name) C. Date of Del'
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
Sys,
I
3. Service Typ
IX Certified ? Express it
? Registered J pt for Merchandise
? Insured Mail
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7004 1160 0002 2706 5533
(transfer from service lab',,.
?C P- RR11 Fchr-- gnna nn-fin Rcf, ". Rcncinf 1no.,
UNITED STATES POSTAL SERVICE
2 ? ?r
• Sender: Please prin?yo&nhfne,
``? '004
First-Class I??,.,
-......tiSPS w,.? ..._
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
U 'k 1l3l1121i{1ti[!!!l2i2l1!!fl363?;t1!!!l?ttllliillt!!l1;!
Y
DWQ# 2-1 3 27 Date 511,S101 Who Reviewed: FS" , l s
Plan Detail Incomplete
(? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. r
Please provide cross-section-details showing the provisions for aquatic life passage. - ---- - -- -
? Please locate any planned sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by GC
Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan.
\.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted. ;
Avoidance and/or Minimization Not Provided
? The labeled ason the plans does not appear to be necessary. Please eliminate the or provide additiohal
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
NOTES: S: II CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN:
1. SURVEY INFORM o JRVEY INFORMATION PROVIDED BY: A. CONSTRUCTION SEQUENCE: ~
RANDY CARP RANDY CARPENTER ENGINEERING AND SURVEYING, ~
L-3814, SP L-3814, SPRUCE PINE, NC. 1. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION CONTROL PLAN, AND APPROVAL ~ ~
2. THIS PLAN PRC HIS PLAN PROPOSES TO REMOVE 500 LF OF FROM U. S. ARMY CORPS OF ENGINEERS AND NCDENR DIVISION OF WATER QUALITY. ~ ~
INTERMITTENT NTERMITTENT STREAM AND RELOCATE IT INTO A 2. PLACE GRAVEL CONSTRUCTION ENTRANCE. ,y ~
RIPARIAN BUFF IPARIAN BUFFER ZONE APPROXIMATELY 630 LF x 64' 3. CONSTRUCT TEMPORARY SEDIMENT TRAPS AND TEMPORARY DIVERSIONS AT ENTRANCE. a N
WIDE. 'IDE. 4. CONSTRUCT CHANNELS TO DIVERT NON-SILT LADEN RUNOFF FROM AREA T BE ~ U 0 GRADED. ~ Z
3. OWNER OF RECC PERFECT AI WNER OF RECORD IS: 5. INSTALL SILT FENCE AS SHOWN ON PLANS. PERFECT AIR CONTROLS 6. CONSTRUCT CHANNEL FOR STREAM RELOCATION. ~ o
896 RUTHER 896 RUTHERFORD ROAD 7. ROUGH GRADE PROPOSED BUILDING AREA. o
~ MARION, NC rf,F,,~,o MARION, NC 28752 8. CONSTRUCT COMPACTED EARTHEN BERM. ~ ~
~Dj~rv 4. DEED REFERENC EED REFERENCE IS: 9. GRAVEL AREAS T() BE USED FOR TRUCK ACCESS AND PARKING. ~
'0qo DEED BOOK DEED BOOK 726 PAGE 623 10. FERTILIZE, SEED, AND MULCH ON A WEEKLY BASIS KEEPING AS NEAR AS PRACTICABLE o 0
5. DISTURBED ARE ' ~ ~ ISTURBED AREA IS 6.25 ACRES. TO THE SITE BUILDING THROUGHOUT THE ENTIRE LENGTH OF THE PROJECT.
6. ALL RIP RAP L LL RIP RAP LINED CHANNELS SHALL USE MIRAFI
180N OR APPRC 7. CONTACT CITY 80N OR APPROVED EQUAL FOR UNDERLAYMENT MATERIAL. B. MAINTENANCE PLAN: rl )NTACT CITY OF MARION FOR LOCATION OF UNDERGROUND
UTILITIES PRl TILITIES PRIOR TO CONSTRUCTION. 1. INSPECT ALL EROSION CONTROL MEASURES ON A WEEKLY BA I
S S OR AFTER EACH RAINFALL EVENT, WHICHEVER TIME PERIOD IS SNORTER. 0
2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP WHEN HALF FULL AND REPLACE STONE
AS NEEDED. ~
i~?on ~ Dunn ~ -0 3. AS VEGETATION EMERGES, CHECK FOR ANY BARE SPOTS OR AREAS OF SPARSE GROUND
ti~,,~:~,a~,~f COVER AND RE-SEED. B
e 4. AFTER GROUND COVER IS WELL ESTABLISHED, REMOVE TEMPORARY SEDIMENT TRAPS, -
GRADE THOSE AREAS SMOOTH AND RE-SEED. ~
6,1 A L I_FR ~-RCFK M~NIIOLf TEMPORARY SEDIMENT TRAP SCHEDULE V-SHAPED RIPRAP CHANNEL SCHEDULE
N0. DEPTH WIDTH LENGTH WEIR CHANNEL TOP WIDTH DEPTH d50 RIPRAP SIZE
- EXISTING RIP RAP CHANNEL TO 8E LENGTII NO. FEET FEET INCHES
AEMOUED ONCE CH-3 AND CH-4 ARE (FEET) (FEET) (FEET) (FEET) CH-1 6.0 1.0 6
ni~r~aoXirsn~[ ~ / CONSTRUCTED ~or.nnora PnaFEF~w EXISTING LOCATI N ~ G'~ ~ GRASSED AREA CH-2 6.0 1.0 18 D AREA 1 1.4 27.8 55.5 5.0 CH-3 6.0 1.0 12
uNE O ~ ~ coNCR~TE OF INTERMITTENT ~ ~ i 310 cREFK MoNUMENr i EXISTING ASPF XISTING ASPHALT PARKING 2 1.4 25.4 50.7 5.C CH-5 6.0 1.0 9
~ ~ l ~ ~ ~ i ~ F~ow ~ I STREAM i ~ ~ cREFK , ~ ~
~ ~ / i I ~ i t v I~ ~ ~
~ . ~ ~ ~ i ~ / TEMPORARY GRAVEL - I 0 ~ v - ~ ~ ucHr - - - TEMPORARY DIVERSION SCHEDULE
~ CONSTRUCTION ENTRANCE ~ _ I .~~-VEG ATE BUF FO--~TBRM ~ ~ - - _ - PERMANENT CHANNEL SCHEDULE - SHAPE: PARABOLIC _ `
- I ~ V _ _ ' ~ ~ WATERbRA.ipfAtaE _ ~ ~n1aRa«"~ ; ~ - LINING: GRASS PER SEEDING SPECIFICATION SHAPE: V-SHAPED ~ ~ ~ - LINING: GRASS PER SEEDING SPECIFICATION ~ ~
I ~ ~ ~ ~ ~ EXISTING 15" CULVERT TO.. L. i~ _ _ ~ - ~ , - - P \
d I ~ ~ _ _ , ~ - ~ -c-_~ i ~ ~ ~ ~ ~ ~ ~ ~ . BE REMOVED ONCE CH - 3 : { L _ CHANNEL TOP WIDTH DEPTH CHANNEL TOP WIDTH DEPTH LINER / ti~ ~ ~~6 \ N0. FT. FT. TYPE / ~ o
/ -1 I ~ ~ ~ ~ ~ ~ TD ~ . ~ o ~ 1 = ' -AND CH- 4 ARE - I ~ ~ / t - NO. FT. FT. o y\ o ~
~ ~ '-J`~--' - ~ ' ~.~CONSTRUCTED - o o c "o 1 I ~Ir ~ `~\r-- o ~ ~ TD-1 4.0 1.0 1.0 STRAW WJNET ~ ~ ~ ~1 ti ~
I ~ ~S~' _ _ ~ ~ ; - • .:SILT FENCE (PLACE ATi EDGE - ~ ~)o jo v o o 0 0 ~ o ~o " c 1 ~ ~ -~~OF EXI T CH-6 4.0 1.5 STRAW WI NET z ~ v. o ~ ~
I ~ ~ ~ ~ ~ SING ASPHALT) - 1 c ~ - 1 n ~ Off) )~o_] p ~J o~)~o )C_ ~J~~OJ ~ 1~~~ _ i. i~ia iiiiY~.~''~"rt i~i'u ~ i. rya. i. ~ \o~d /~P/
I ~ ~ _ . _o i _ o ...o ~~'i~~ h~74Tl~.~'r ~ i~74~ ~~~ir . ~r~ ~r r _ r ,
I I o-~o~ ,oot~~: o o o~o ~ ~ i j// ~ ~
I ~ i g ~
I ~ % ~ ~ ~ ~ ~ ~ , ~ 1////~'
~i/ ~ I~/~ ~
~ ~ 1320 ~~caJ~~( ~Uo o~ 'r ~b~o o ~ ~ ~ ~ ~ ~ ~ ~ ~i ~ ~ ~ ~ o ~ _ o -o o~ ~ o o - o ~ ~ / ~ ~ ~ ~ / ~ / / i i _/~j/~ •//~j r u
~i i ~Jv ~(jo ?c~ )v1 ~ ~ fiP( )p o J ~ ~ ~ ~ i , ~ ~ ~ PROPOSE RIPARIAN BUFFER ; i TEMPORARY BRIDGE ~ ~ , v ~ ~ ~ 1~ ~
ZONE 3 EA H IDE F ~ i , ,7, ~ _ , ~ , , , ~ , , i~~/~ ~ , ! g- o o - o : o- - o , g~- _a o ? ~ EXISTING GRASSED AREA TO , % ,
RELOCAT~D STREAM (TYP AND ' ' 'v ~ - ~ i ~2, , ~ v wo~~,>joL~~~U~~r ~~-~Jo ~rJoU ~ BE USED FOR PROPOSED ~ , ~ { ~
CONTINUOUS) 1 , i , i ~ ~ , , . , o , ,-o o ,-o , o , ~ • , v ~ ~ ;DOCK AREA 140' x 2i4' ~ - ~ / ~ l )
~ ~ //i ~ ~ / i 6 NIGH COMPACTED SOIL pUEXISTING GAASSED»~~ ~ ~ ~ ' ~ ~ ' ~ EXISTING GRASSED AREA TO BE USED FOR )FOR
~ ~ ~ BERM CONSTRUCTED TO _ , , , ~ ~ ,X ~ , , ~ ; ~ PROPOSED BUILDING EXPANSION (325 x 214 ~ , / AREA TO BE USED ~o ~ dot . _1r ~ , , ~ , , ~ ; , ~ ) 5 x 214) , ~ , i/~
( ~ r ; / • SERVE AS BUFFER FUR GRAVEL TRUCK ~ ~ ~ • ' ~ ' ~ ~ ~ ~ ~ i ~ THOU Fo~,uo ; % ~ ~ ; BETWEEN SITE AND o ~ ) , ~ ' , , ~~ExrsrrNG~i~ 4' WIDE RECONSTRUCTED '!~•BUILDING
/ ' . PARKING AREA ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ; ~ SILT FEN E - RESIDENTIAL AREA TO ~-~~'c~~-r_r _ ' ' ' ~ ' i/ ~ 1'/' i ~ ~ CHANNEL 1.5' DEEP i/ ~~i ' ; i, ~ , ~
(TAP)- THE WEST ~ 1,x ~ ~g, / ~ ~ - ~ I / ; , ~ ~ ~ ~ , . ~ ~ ' j. _ V-SNA~~D
/ ~ 7'%~~i~' i/'~ 30 LF WIDE Rl'PARIAN
~ ~ i ~ ~ ~ r ~ i i / P ~ ~ ~ _ , ~ I o i _ o ~ ~ ~ ~ ~ , , ~ i 1,, /~j~ BUFFER ZONE EACH SIDE
~ / -1 i 0-- - ~ i a, ~ i r/ ~~i;i/i~, OF RELOCATED STREAM I I
1340. ~ , _ ,a _ , ~ ~ i , ~,I ~ , ~ ~ ~ ~ , o~ ~ } , , , ,THIS AREA WILL HAVE 4 _ OF COMPACTED FILL PLACED IN r/~ j// i// I I I (T YP AND CONTINUOUS) I I
113 ~ ~ ~ ' % ~ ~ ° ~ ~.,;!~IT TO PROVIDE AN AREA FOR NEW FINISHED FLOOR TO BE - - ~'~~j// i
~ ~ ~ ti L~~rJ~ ~~J_ ~ ~ ~ 'BUILT UPON SO TH ~ ~ ~ ~ ~ ~ V- .o ~ ~ -o ~ o _o~ , ~ , , AT NEW FINISHED FLOOR ELEVATION WILL , ~ , t; ~ / / , ~i~ ~i , / , , 10 (TYP ~
~ ~ ~ ~ , , , , , , ~ - , , ,MATCH EXISTING FINISHED FLOOR ELEVATION. ~ i I i
I ~ \ ~ J O G (,`CaLJcaL ~_.a._J=sl~l=.1 J~.1 O O / 'L./ /LL /1 i //A,~ / / / / / . ~ ~ _ 1~ 11111 ~ l11/_/11/~1 - ~ ~ 1~ L ~ ~
I 36 ~ ~ A _ i r -0 ISTING S.S. Mr1NHDLE
i i I I I I I
~ 1 ~ ~ ~ ~ \ ~ ~ ; - ~ I I ~ ~ tim tim ~ ~ 1 ~ ~ ~ ~ I z z x XIS NG CHAIN LINK FENCE ~
I ~ ~ ~v~ , , ; ~ , , ~ , > _ ~ ~ i I i o o SILT FENCE
~ ~ ~ ~ ~ \ 1~1~ PROPO % / ' ~ ~ i ~ V ' i ; SED STR ~ , ~ ~ > ~ ~ _ ~ l ~ / (TYP) 13 ~ ~ ~ ~ . ~ ~ EAM RELOCA / / ~ / ' > ~ ~ ~ ~ I i , EXISTING CHANNEL LEADING
8 \ \ ~ ~ ~ ~ TI / / ~ i i ~ 0 \ ~ ON , , , ~ ~ / ~ 111 i ; ~ ~ , , , ~ ~ ~ ~A TO 48"0 STORM DRAIN ~ I I ~ . ~ ~ ~
1 1 , V GAT TED BUFFER FOf~ / ~ ~ 11 ~ ~ 3 iROn F uui ~ i ~ ~ ~ rn ~
~ s o > ~ l 1 ~ ~ , i , ~ , ~ 7`Of~M (WATER DR H-4 , o \ 1 ~ >S AINAGE C ~ , 1 1 ~ ~ , , ~ ~ i ~ ~ 1 111 1 _ _ ~ ~ ; ; ~ ~ , Cti-s~ ~ ~ ~ ~ ) ti--~ ~ ~ 1 1 1 - _ 133 ~ / % i i i' , , O O
I ' ' ~°o
400 1 11 1 ' ~ 1 ~ ~ I 1 ~ \ ~ , v' 11 1 ILL _ - - - - ~ , / ~ , , 1 11 1~_- _ __r34o ~ ~ N'~ i / II N C3
111 1 _ , i II ~ ~ ~ \ C , , Z^j
1 ,3 1111 L_-..==-__1350- ~ III ~ / i ~ ~ i ~~2 ~ I I ~ ti m O
U H WW ~•2v~
11 _-_~_-~=-.1360'-=~~~~~~~ - - i ~ / OQ~Q> ~UQ~W
_ - _ 70 - ~ ~ - ` ~ 1 ~ LIMITS OF DISTURBED AREA ~ I I I ac~oo~ I I I I
'~~-~i--~=----__-_~~~~~ ~ ~ 1320 - ~ _ / AREA DISTURBED = 6.25 AC
i~=~-__1380' ,'1340 /
2 ~ 1350
CH-1 1370 ~ ~ ~ ~ Q ~ ~ ' Z
~ ~ ~ ~ 9 60 O ti
Q J I ~ , O
PROPOSED CONTOURS (TYP) EXISTING CONTOURS (TYP) i i i i J ~ ~
Z Q ~ozv
EAST MARIO ~tiQ
~ J ? ~ rUNINC. IV a 1 ~ " ~ POP 1,851 NOTES: ~ I I ~ ~ J Z 1 I ~ I Z Q~~
OG Z J ~
N ~fi 1703 ~ 1. PERMANENT SEEDIN IN R P g ~ i G I ARIAN BUFFER ZONE SI IFFER ZONE SHALL BE: V W O O
~ r I I I ~ ~ Z i I I I ~ ti~
y' ^ ~ DEER TONGUE 5#/ACRE ~ ~ ~ ~ L ti O Z
N1708 J ~ EASTERN GAMAGRASS 5#/ACRE LANDS 1401 GROUP W o ~ Quo ~E 11
~ .os 1709 ~ ORCHARD GRASS 10#/ACRE ti •o~ ~ ~ v j RED CLOVER 5#/ACRE i I I ~ Z Z I i i
RYE GRAIN 60#/ACRE ,E AUG 12.2004 t~ o ~ U Z ti p
~ 1733 _ SWITCH GRASS 5#JACRE Wti~v
Youngs ~ 2. SEED AND M L H P ' * ~ 2 1712 U C AS ER SEEDING SPECIFICATION, 'ECIFICATIONS. WA ER QUALITY SECTION ~ ~ o
170 - - 3. WOOD VEGETATION SHALL BE PLANTED IN GROUND 1~ ~ ~P\ OCQ~J IN GROUND LOOSENED TO A DEPTH OF ~ W W ~ J
~ - 8 TO 12 INCHES. ~ ' 1713 _ ~ ~ a 4. RIPARIAN SEEDING SHALL BE DONE ON BOTH SIRE, Q, W )N BOTH STREAMBANKS FROM WATERLINE W ~
- i ~ 1733 ' ~ ~ - TO EDGE OF BUFFER ZONE. AN EQUAL 11~IXTURE OF 4 OR MORE OF LLOWING SPECIES: ~
180 ~ ~"Za ~ - 5. PLANTINGS SHALL BE DONE IN A DOUBLE ROW ST. O IBLE ROW, STAGGERED PATTERN THROUGH BLACK WALNUT, BLACK WILLOW, GREEN ASH, PERSIMMON, Q
1734 OUT LENGTH OF BUFFER ZONE. RED 1 ~ U MAPLE, RIVER BIRCH, SYCAMORE, OR WILLOW OAK.
`~n 6. PLANTING OF WOODY VEGETATION SHALL BE AT A I ~ ILL BE AT A MIN. RATE OF 320 PLANTS/
~ ~ ACRE. ~ 1733 1806 7. AREA OF BUFFER ZONE IS APPROXIMATELY 630 LF
PROJECT I _ ~ 0.93 ACRES. TELY 630 LF x 64' WIDE = 4 2D F = AN EQUAL MIXTURE OF 2 OR MORE OF THE FOLLOWING SPECIES: 0, 3 S BANKERS DWARF WILLOW, HAZEL ALDER, SILKY DOGWOOD,
I LUCATiUN J cy o~ 8. ALL AREAS OF PROPOSED BUFFER ZONE ARE LOCATI IE ARE LOCATED ON PROPERTY OF PERFECT SILKY WILLOW, OR STREAMCO WILLOW. SHEET
\ 1830 AIR CONTROLS.
9. ONCE RIPARIAN BUFFER ZONE IS ESTABLISHED NI ABLISHED, NO ACTIVITY SHALL BE
1 ` PERMITTED IN BUFFER ZONE THAT WILL DISTURB 'LL DISTURB ANY VEGETATION. O
\ Muddy ti RIPARIAN BUFFER ZONE VEGETATION PLAN TYP co
0
q8 \ W SCALE: V=10' F 2
1 \ 921 221 ) B 0
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~ .dse%r.~C/.nq~ cur-a,~f cbcr~'e Ovr~~7 l,~ PERMANENT & SEEDBED PAEPARAAION:
~ ~ SP/CCJt~.gY T,~'F~~C'// . 1 gt - /2 ' BA,P.QEG 2 ,DG.~, AEYISEO 02 /27104 ANENT & TEMPORARY SEEDING SCHEDULE 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. ~I271oa 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" 6"
~SEO/MENT B~IS/~t/ C~D$S'- $~7YGLt/ 3:1 SLOPES OR FLATTER: DEEP. S OR FLATTER: 3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM
/ ~ F TF~ C-9 S~.e THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND
t \\\'~I CG.E'Ar/SG ~ F.~~~~ 1. APPLY AGRICULTURAL L~ ' ~ 2. APPLY 10-10.10 COMMEI AGRICULTURAL LIME AT THE RATE OF 90 LBS11,000 SF. MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, C~ ' 10-10.10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1,000 SF. AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
' 3. SEED IN ACCORDANCE W. y~'~~-r.~:~ ,~-s,~A~o c..~r,~.v.-c~E-c w.rN s~.~- cEr~-~ ~c~,~,v IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: Q~ 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE APPLIED
' DATE: ACCORDING TO THE SEEDING SPECIFICATIONS. IN ADDITION, PROVIDE 15 _ TYPE: PLANTING RATE: LBS11,000 SF OF SUPERPHOSPHATE.
' AUG. 15 -NOV. 1 15 - NOV. 1 REBEL FESCUE 300 LBSIACRE 5. IF SOIL TEST IS TAKEN PROVIDE LIM E AND FERTILIZER ACCORDING TO \
• " NOV. 1 - MAR. 1 1 - MAR. 1 REBEL FESCUE 120 LBSIACRE SOIL TEST REPORT. ' RYE ~ ' (GRAIN) 120 LBS/ACRE 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL
MAR. 1 -APR. 15 1 -APR. 15 REBEL FESCUE 300 LBS/ACRE DURING SEEDBED PAEPARAATION. I
` APR. 14 -AUG. 15 ~ CG~SS B 572yt/~ 14 -AUG. 15 REBEL FESCUE 300 LBSIACRE ~ • GERMAN MILLET 25 LBSJACAE GRADED SLOPES AND FILLS: IIAA
?1 ~l!G F~C7L~° FiS~E%t. ~''•S"7 Jt~/~,g//ED SSE' (c%av ° 9 u!
+l ,1~ r'U BED/C'AF'/ ioOX 4. MULCH WITH STRAW APP( ~ 0.2 EL'i UqG . WITH STRAW APPLIED AT THE RATE OF 75-100 LBS/1,000 SF. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE U WHICH CAN BE RETAINED BY VEGETATIVE COVER OR ADEQUATE EROSION CONTROL
GREATER THAN 3:1 SLOPES: 4AN 3:1 SLOPES: DEVICES OR STRUCTURES. IN ANY EVENT SLOPES LEF T EXPOSED SHALL, WITHIN
\ ' ~ ~ ~ 1. APPLY A S GAICULTUA,4L LI F/G7"~l~ G.4Y~°~" Z ~ ~ • ` 2. APPLY 10.10 -10 COMMEF 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE AGRICULTURAL LIME AT THE RATE OF 90 LBS11,000 SF. PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO (J
(GEE;91~G G~,e F,9~Qe,C., 10.10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1,000 SF. RESTRAIN EROSION.
3. SEED IN ACCORDANCE Wl fN ACCORDANCE WITH THE FOLLOWING SCHEDULE: GROUND COVER:
7,eAPA~'cYOAG ,P/`'.E'A.o l',yA.~l~~/C'G a 1 , , , 1 „ ' il'1/,E',qF/ 7"G? h 0.~° DATE: _ TYPE: PLANTING RATE:
' EQLk71: ~'/GTS,+..° FA~.C " JUN. i -SEPT. 1 C,~JSS i> u~.'T/ewe/ i -SEPT. 1 TALL FESCUE 65 LBSIACRE AGROUND COVER SUFFICIENT TO RESTRAIN ER OSION MUST BE PLANTED OR \ BROWN TOP MILLET 35 LBSIACRE OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE PROJECT
i? SEPT. 1 -NOV. 1 1 - NOV. 1 TALL FESCUE AND 150 LBSIACRE AREA WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.
UNSCARIFIED SERICEA 70 LBS/ACRE ,0 LESPEDEZA **NCDENR MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED**
r,~~ 1~'E77"G~/Ylc°/J~J' NOV. 1 -MAR. 1 1 - MAR. 1 RYE (GRAIN) 120 LBSIACRE
~ MAR. 1 -JUN. 1 r ~ ,.eaiH I n. 1 - JUN. 1 REBEL FESCUE 150 LBSIACRE LAWNS: TALL FESCUE 150 LBS/ACRE
EXISTING LAWNS THAT ARE DISTURBED SHALL BE REVEGETATEO ACCORDING TO THE
Q ~1 ~ Z~ SGO~?F ~~`'~`S"~~'~'Y'BY- TEMPORARY SEEDING IF ~ ~ 1ll_~ r r )BABY SEEDING IF NEEDED, RESEED SEPT. 1 AT RECOMMENDED AA TES. ABOVE SPECIFICATIONS WITH THE FOLLOWING SPECIFICATIONS: 1. ONLY REBEL FESCUE SHALL BE APPLIED.
r Ln`/ ~ ~ 5/•DC:" 1$'~O 7C1P C"r' 4. MULCH WITH STRAW APPL \ h ~ SGD~-MAX, WITH STRAW APPLIED AT THE RATE OF 75-100 LBS/1,000 SF AND 2. DO N07 USE APHALT EMULSION TACK COAT.
r G,9~/J ANCHOR WITH ASPHALT E '9\\\\ r . ,~/G7L'.E' G9YE'.t° •,.+y•• GAL. 1 000 F. i WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 x,000 SF. •
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