20050909 Ver 1_Complete File_20050524

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1'.liehael F. Easley, Govern'.

William G. Ross Jr., SeerC'
North Carolina Department of Environment and Natural Resu:."

Alan \V, Klimek, P,E. Dir ,
Division of Water Q ,,:!

June 6, 2C~,
DWQ# 05-00:3/"
Iredell COiW ,.

Project Manager
Health Management Associates, Inc,
1530 N Limestone St.
Gaffney, SC 29340

Subject: Kelly Farm Property, Mooresville

APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Sir or Madam:

You have our approval, in accordance with the attached conditions and those listed below, to impact
400 linear feet (If) of an unnamed tributary to Work Creek in order to facilitate the restoration of the tributary:.
Iredell County, as described in your application received by the Division of Water Quality (DWQ) on May 2.1,
2005. After reviewing your application, we have determined that this project is covered by Water Quality
General Certification Number 3495, which can be viewed on our web site at
hUp://h20,enr.state,nc.us/ncwetlands, The General Certification allows you to use Nationwide Permit Numr ,
27 once it is issued to you by the U.S, Army Corps of Engineers. Please note that you should get any othL!
federal, state or local permits before proceeding with your project, including those required by (but not Iimiteu
to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.

The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification, This approval is only valid for the purpose and design that you describ '
in your application. If you change your project, you must notify us in writing, and you may be required to ser,
us a new application for a new certification. If the property is sold, the new owner must be given a copy of 11'
Certification and approval letter; and is thereby responsible for complying with all conditions.

In addition to the requirements of the certification, you must also comply with the following conditions

1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact arf.;
has commenced.

2. All wetlands, streams, surface waters, and riparian buffers located on the project site where impacts an
allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing activities.

3. Stormwater discharge structures at this site shall be constructed in a manner such that the potential recei'
streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.

4. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters, or riparian areas beyond th
footprint of the impacts depicted in the Preconstruction Notification application. All construction activitie~
associated with this project shall meet, and/or exceed, those requirements specified in the most recent
version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no
violations of state water quality standards, statutes, or rules occur.

N~ImC '
,/Vlltm;. '

North Carolina Division of Water Quality 610 East Center Ave" Suite 301 Moorcsville, NC 28115 Phone [phone]
Internet h2o.enr.state,nc,us FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% RecycledJl0% Post Consumer Paper

Customer Sl'f
\.877 -623-(,;

5. Sediment and erosion control devices shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within two months of the date the Division of Land
Resources has released the project.

6. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send photographs of
the upstream and downstream sides of each culvert site to document correct installation, along with the
Certificate of Completion form.

7. Continuing Compliance. The Applicant (Health Management Associates, Inc.) shall conduct its activities in a
manner so as not to contravene any state water quality standard (including any requirements for compliance
with section 303(d) of the Clean Water Act) and any other appropriate requirements of state and federallaw.
If DWQ determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that state or federal law is being violated, or that further conditions are
necessary to assure compliance, DWQ may reevaluate and modify this certification to include conditions
appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC
2H.0507(d). Before codifying the certification, DWQ shall notify the applicant and the US Army Corps of
Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public
hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to the
applicant in writing, shall be provided to the United States Army Corps of Engineers for reference in any
permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404
Permit for the project.

If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.

Sincerely,

j).f?--rr~

for Alan W. Klimek, P.E.

Attachments

cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Land Quality, MRO
Central Files
Ecos Environmental, Maxine Coleman

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JUN 1 Ii 2005

,_ DENR. WATER QUALITY
\ It TI.AlIOS AI In STOi\!.fWATER BRAI.~

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ECOS

ECOS ENVIRONMENTAL DESIGN, INC.
834IN~VIN VILlAGE PAAf<YVAY

SUITE 100

ATlANTA, GEORGIA 30307

401-221-1 m 1BEf'HCX\JE

401-21S-9111 FAX

w.',w.ro:axiron

LETTER OF TRANSMITTAL

TO: Cynthia-Lynn Karoly FROM Vanessa Ciaccio
North Carolina Division of Water Quality
401 Wetlands Unit DATE 5-23-05
1650 Mail Service Center
Ralei~h, NC 27699-1650
PROJECT Kelly Farm Property Stream Bank
Stabilization
PROJECT 0327
NUMBER

WE ARE SENDING YOU THE FOllOWING ITEMS:

X ATTACHED X PLANS SPECIFICATIONS
COPY OF LETTER CHANGE ORDER OTHER SPECS
COMPUTER FILE UNDER SEPARATE COVER VIA

COPIES DATE REV. # DESCRIPTION
7 5- 20-05 Stream Bank Stabilization Permit Set 24x36
1 Kelly Farms, Inc. Property Vicinity Map

REMARKS:

Attached is an Arial Vicinity Map in 11 x17 format and 7 copies of the Permit Set for the Kelly Farm
Property Stream Bank Stabilization Project in 24x36 format
This set includes the following sheets: 1,00 Cover Sheet, 1.01 Survey, 1.02 Tree
Preservation and Erosion and Sediment Control Plan, 1,03 Erosion and Sediment
Control Details, 1,04 Demolition and Tree Removal Plan, 1,05 Grading Plan A, 1.06
Grading Plan B, 1.07 Cross Section 1, 1.08 Cross Section 2, 1.09 Cross Section 3, 1.1 0
Site Details, 1,11 Landscape Plan and 1,12 Landscape Details, for your review and
comments. There will be two (2) Fed Ex tubes sent: one with 3 copies and the transmittal form with
A check, and one tube with 4 copies of the Permit Set
If you have any questions, please feel free to contact me.
Thank you,

SIGNED:

,
~ .,().A\.CI).-.~ ~~ ~ COpy TO: File
Vanessa Ciaccio

[ECCcD~

ECOS ENVIRONMENTAL DESIGN, I/>;C.
BJ4 Il1m,1n Village P,Hkway
SUite 100

1\11,1111,1, Georgia 30307
404-221-1 'JOO \Din>

404-21 5-'l111 {.lX

\\\\w.eco~edi ,com

May 23, 2005

Cynthia-Lynn Karoly
North Carolina Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Ra]eigh, NC 27699-1650

RE: Streambank Stabilization
Kelly Farm Property
Iredell County, NC

Ms. Karoly,

On behalf of my client, Health Management Associates, Inc., we are submitting the
Pre-Construction Notification (PCN) Application Form, a check payable to DWQ for
$475,00, as well as applicable plans and maps for your review. I have spoken with
A]an Johnson of DWQ several times regarding this project, as he is familiar with the
location and scope of the project. These plans and forms are being submitted
concurrently to the United States Army Corps of Engineers for review and acceptance.

Please do not hesitate to contact me at 404-221-1900 with any questions or comments
regarding any items within the PCN or plan set.

Respectfully,

1;J~/~-

Maxine Coleman
Senior Associate
Ecos Environmental Design, Inc,

Encl: (1) PCN Application Form, (1) Kelly Farms, Inc. Property Vicinity Map, (7 sets)
24x36 Streambank Stabilization Plans for the Kelly Farms, Inc. Property, (1)
App]ication Review Fee, (1) Agent Authorization Letter

cc: Randy Holly
Rodney Kennedy
File

~&i@&inW&i@

Office Use Only:

Form Version March 05

DENR. WATER QUAliTY
WEllANOS NJO STOO;lWATER BRANCH
USACE Action ID No. DW", No.
(]fany particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)

I. Processing

1. Check all of the approval(s) requested for this project:
[2J Section 404 Permit 0 Riparian or Watershed Buffer Rules
o Section 10 Permit 0 Isolated Wetland Permit [rom DWQ
[2J 401 Water Quality Certification D Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: #27

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 0

4. If payment into thc North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptancc letter [rom NCEEP, complete section VIII,
and check here: 0

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the projcct is within a North Carolina Division of Coastal Managemcnt Arca of
Environmental Concern (see the top of page 2 for further dctails), check here: 0

II. Applicant Information

1. Owner/Applicant Information
Name: Health ManaQemcnt Associates. Inc.
Mailing Address: 1530 N. Limestone Street
Gaffnev. S.C. 29340
Tclephone Number: 864-487-1598 Fax Numbcr: 864-487-1630
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: Ecos Environmental Design, C/O Maxine Coleman
Company Affiliation: Desi!:!n Consultant
Mailing Address: 834 Inman VillaQc Parkway
Suite 100
Atlanta. Gcor!:!ia 30307
Telcphone Number: 404-221-1900 Fax Number: 404-215-9111
E-mail Address:[e-mail]

Page] ofS

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 sitc plan must include a scale and north arrow. The spccific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
includc 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 submittcd on shcets no larger than 11 by l7-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-sizc 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 thc 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: Kelly Farm Property

2. T.I.P. Project Numbcr or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 4645-88-3774

4. Location
County: Iredell Countv Nearcst Town: Mooresville
Subdivision name (include phase/lot number): PIN # 4645-88-3774
Directions to sitc (include road numbers/names, landmarks, etc.): From 177 take US2l N
Exit 33. Turn left onto US2l. Right onto Center Church Rd/NC 1245. Stay strail!,ht to
1 246/Fairview Road. End at Kelly Farm on Fairview Road. Mooresvill. NC 28117

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.)
Decimal Degrees (6 digits minimum): 35.550N , 80.850W

6. Property size (acres): 64.918

7, Name of nearest receiving body of water: Lake Norman

8. River Basin: Catawba River Basin
(Note - this must be one of North Carolina's seventeen designatcd major river basins. The
River Basin map is available at http://h2o,cnr.statc,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: Existing Conditions: Farmland. General Land Use in thc
Vicinity: HD/VC/R-20/PCD-Mooresville

Page 2 of8

10. Describe the overall project in detail, including the type of equipment to be used:
The project is a stream bank stabilization project. A stone step pool will be installed at the
be!.!innin!.! of the stream as it exits an existin!.! headwall to provide a more subtle !.!rade chanl!,e
alonl!, the stream. Currently, grade drops +/-5 feet vertically near the headwall. Both sides of
the stream bank will be graded and laid back from their existinl!, near vertical position to
provide a maximum 2: 1 slope. Cross vanes will be installed along the len!.!th of disturbed
stream and the slopes will be stabilized with a compost erosion control blanket.. which will
be pre-seeded with grasses. Live willow stakes will be installed along the lelH!th of disturbed
stream bank and trees will be planted along the top of bank, as well as some trees planted
along the banks. Equipment used for construction will most likelv include a trackhoe for
l!rading work and placement of boulders and dump truck for haulin!.! excess earth,

11. Explain the purpose of the proposed work: To stabilize a portion of stream bank on the
Kelly Farm Property

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 pem1its and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful infommtion. 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.
N/A

V. Future Project 1)lans

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 \Vaters 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.

Page 3 ofS

1. Provide a written description of the proposed impacts: N/A (per Phone Conversation
with Alan Johnson on Mav 3. 2005. This work is bein~ done pursuant to Alan Johnson's
request due to impacts on the stream from upstream.)

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 Typc of Wctland Located within Distance to Area of
Site Number Typc of Impact (e.g., forested, marsh, ] OO-year Nearcst Impact
(indicate on map) herbaceous, bog, etc.) F]oodplain Stream (acres)
(yes/no) (I in ear feet)
Total Wetland Impact (acres)

3. List the total acreage (estimated) of all existing wetlands on the property: 0

4. Individually list all intennittcnt and percnnial stream impacts. Be sure to identify tcmporary
impacts. Stream impacts include, but arc not limited to placement of fill or culvcrts, dam
construction, flooding, relocation, stabilization activities (e,g., cement walls, rip-rap, crib
walls, gabions, ctc.), excavation, ditching/straightening, etc. If stream rclocation is proposed,
plans and profiles showing the linear footprint for both the original and relocatcd strcams
t b . I d d T I I I . I I I X 'd I I d"d b 43 560

mus e mc u c . o ca cu ate acreage, mu tIP1Y engt 1 WI t 1, t 1en IVI e y ,
Stream Impact Perennial or A veragc Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicatc on map) Before Impact (linear feet) (acres)
N/A Stabilization Perennial 26' 400' .24
Tota] Stream Impact (by length and acrcagc) 400' .24

5. Individually list all open watcr impacts (including lakcs, ponds, estuarics, sounds, Atlantic
Occan and any other water of the U.S.). Open water impacts includc, but arc not limited to
fill, excavation, drcdging, flooding, drainagc, bulkheads, ctc.

Open Water Impact Name of Waterbody Type of Water body Arca of
Site Number (if applicable) Type of Impact (lakc, pond, estuary, sound, bay, Impact
(indicatc on map) ocean. etc.) (acres)

Page40f8

I I

Total Open Water Impact (acres)

6. List tl

I f

tt llWt

f tl U S

If fI

tl

lC cumu a IVC Impac oa a ers 0 lC . resu mg rom lC proJcc :
Strcam Impact (acrcs): .24
Wctland Impact (acrcs): 0
Open Water Impact (acres): 0
Total Impact to Watcrs ofthc U.S. (acres) 0
Total Strcam Impact (linear fcct): 400'

7. Isolatcd Watcrs
Do any isolatcd watcrs exist on thc property? 0 Y cs [2J No
Dcscribe all impacts to isolatcd watcrs, and include the type ofwatcr (wetland or stream) and
thc size of the proposcd impact (acres or lincar feet). Please notc that this scction only
applics to waters that have spccifically bcen detcrmined to bc isolated by the USACE,
N/A

8. Pond Creation
If construction of a pond is proposcd, associated wetland and stream impacts should be
included above in the wctland and stream impact scctions. Also, the proposcd pond should
bc describcd herc and illustratcd on any maps includcd with this application.
Pond to be crcatcd in (chcck all that apply): 0 uplands 0 stream 0 wetlands
Dcscribe the mcthod of construction (e.g., dam/embankmcnt, cxcavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (c.g., livcstock watering, irrigation, aesthetic, trout pond,
local stormwatcr rcquirement, etc.):
Currcnt land usc in thc vicinity of the pond:
Size ofwatcrshcd draining to pond: Expected pond surface arca:

VII. Impact Justification (Avoidance and Minimization)

Specifically describc measurcs taken to avoid thc proposed impacts, It may be uscful to providc
information relatcd to site constraints such as topography, building ordinances, accessibility, and
financial viability of the projcct. The applicant may attach drawings of alternativc, lowcr-impact
site layouts, and cxplain why thcse design options wcre not feasiblc. Also discuss how impacts
wcrc minimizcd oncc the desircd site plan was developcd. If applicablc, discuss construction
techniqucs to be followed during construction to reduce impacts.

VIII. Mitigation

DWQ - In accordancc with 15A NCAC 2H .0500, mItIgation may be requircd by thc NC
Division of Watcr Quality for projects involving greatcr than or equal to one acre of impacts to

Page 5 ofS

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, publishcd in the Fcdcral Rcgistcr on January 15, 2002, mitigation will bc rcquired whcn
necessary to ensurc that advcrse effccts to the aquatic environment are minimal. Factors
including sizc and type of proposed impact and function and rclativc value of the impacted
aquatic resourcc will bc considered in detcrmining acccptability of appropriatc and practicablc
mitigation as proposed. Examplcs of mitigation that may bc appropriatc and practicable includc,
but are not limited to: reducing the sizc of the project; establishing and maintaining wetland
and/or upland vcgctatcd buffcrs to protcct opcn waters such as strcams; and replacing losses of
aquatic resourcc functions and values by crcating, rcstoring, enhancing, or prcscrving similar
functions and valucs, preferable in the samc watershcd.

If mitigation is required for this project, a copy of the mitigation plan must be attached in ordcr
for USACE or DWQ to considcr thc application complete for proccssing, Any application
lacking a rcquircd mitigation plan or NCEEP concurrence shall be placcd on hold as incompletc.
An applicant may also choosc to review thc current guidclines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h20.cnr.statc.nc,us/ncwellands/strm!! ide. h t m I.

1. Provide a bricf description of the proposed mitigation plan. The dcscription should provide
as much information as possible, including, but not limited to: sitc location (attach dircctions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/lincar feet)
of mitigation proposed (rcstoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e,g., decd restrictions, conservation casement, etc.), and a
description of thc current site conditions and proposed method of construction. Please attach
a scparate sheet if morc spacc is needed.

2. Mitigation may also be made by paymcnt into thc North Carolina Ecosystcm Enhanccment
Program (NCEEP). Please note it is the applicant's rcsponsibility to contact the NCEEP at
[phone] to determinc availability, and writtcn approval from thc NCEEP indicating
that they arc will to acccpt paymcnt for thc mitigation must be attached to this form. For
additional information rcgarding the application proccss for thc NCEEP, chcck thc NCEEP
wcbsitc at http://h2o.cnr.state.nc.lls/wrp/index.ht1l1. If use of the NCEEP is proposcd, please
check thc appropriatc box on page five and provide thc following information:

Amount of strcam mitigation requested (lincar fcct):
Amount of buffer mitigation rcquestcd (square fect):
Amount of Riparian wetland mitigation rcquestcd (acrcs):
Amount of Non-riparian wctland mitigation requested (acres):
Amount of Coastal wetland mitigation requcsted (acrcs):

Page 6 of8

IX. Environmental Documentation (required by D\VQ)

1. Docs thc project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes 0 No ~

2. If yes, does the project requirc preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEP AlSEP A)?
Note: If you are not sure whether a NEPAlSEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes 0 No 0

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 approvallctter. Yes 0 No 0

X. Proposed Impacts on Riparian and Watershed Buffers (required by D\VQ)

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
requircd state and local buffers associated with the project. The applicant must also provide
justification for thesc impacts in Scction VII above. All proposcd impacts must bc listed herein,
and must be clcarly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are propos cd 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 protcctcd riparian buffers identified within l5A NCAC 2B .0233
(Neuse), l5A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B ,0250 (Randleman Rules and Watcr Supply Buffer Requirements), or other (please
identify )? Ycs 0 No [2J

2. If "yes", idcntify the square feet and acreage of impact to cach zone of the riparian buffers.
If buffer mitigation is rcquired calculate the required amount of mitigation by applying the
buffi If r

crmu !p.lcrs.
Zonc* Impact Multiplicr Required
(square feet) Mitigation
] 3 (2 for Catawba)
2 1.5
Total

* Zonc I extends out 30 fect pcrpendicular from the top of the near bank of channcl; Zonc 2 cxtcnds an
additional 20 fcet from the edgc of Zone I.

3. If buffcr mitigation is rcquired, plcase discuss what typc of mitigation is proposed (i.e"
Donation of Property, Riparian Buffer Rcstoration / Enhanccment, or Paymcnt into the
Riparian Buffcr Restoration Fund). Pleasc attach all appropriate information as identified
within l5A NCAC 28 .0242 or .0244, or ,0260.
N/A

Pagc 7 of8

XI. Stormwater (required by D'VQ)

Dcscribe impcrvious acrcage (cxisting and proposed) versus total acrcagc on the site. Discuss
stormwater controls proposcd in order to protect surface watcrs and wetlands downstream from
the propcrty. If pcrcent impervious surface cxcccds 20%, pleasc providc calculations
demonstrating total proposed impervious level.
N/A

XII. Sewage Disposal (required by D\VQ)

Clcarly detail the ultimatc treatmcnt mcthods and disposition (non-discharge or dischargc) of
wastewater generated from the proposed project, or availablc capacity of the subjcct facility.
N/A

XIII. Violations (rcquircd by D\VQ)

Is this site in violation of DWQ Wctland Rulcs (l5A NCAC 2H .0500) or any Buffer Rules?
Yes 0 No [2J

Is this an aftcr-the-fact permit application? Yes 0

No [2J

XIV. Cumulative Impacts (required by D\VQ)

Will this projcct (based on past and reasonably anticipatcd future impacts) rcsult in additional
development, which could impact ncarby downstrcam water quality? Y cs 0 No [2J
If ycs, plcase submit a qualitative or quantitativc cumulativc impact analysis in accordance with
thc most reccnt North Carolina Division of Water Quality policy postcd on our website at
httr://h~o,cnr.statc.nc,us/ncwctlands. If no, pi case provide a short narrativc description:

XV. Other Circumstances (Optional):

It is thc applicant's responsibility to submit the application sufficiently in advancc of dcsircd
construction dates to allow processing timc for thesc pcrmits. Howcvcr, an applicant may
choose to list constraints associatcd with construction or scquencing that may impose limits on
work schcdulcs (c.g" draw-down schedules for lakcs, datcs associated with Endangered and
Thrcatened Spccics, acccssibility problcms, or othcr issucs outside of the applicant's control),

~~~ '~3!o'-

pplicant/Agen 's SIgnature Date
(Agcnt's signaturc is valid only if an authorization letter from thc applicant is providcd.)

Page 8 of8

~

HEALTH MANAGEMENT ASSOCIATES, INC.
1530 N. Limestone Street, Gaffney, S,c. 29340
864-487-1598

Randy J, Holly
Corporate Director of Engineering
Construction and Design

May 18, 2005

North Carolina Division ofWatcr Quality
401 Wctlands Unit
] 650 Mail Scrvicc Ccntcr
Ralcigh, NC 27699-1650

RE: Authorization Icttcr for Kelly Farm Propcrty, Inc. Strcambank Stabilization Projcct

To Whom It May Concern:

Officcrs of Ecos Environmental Design, Inc. arc hcrcby authorized by Hcalth Managcmcnt Associatcs,
Inc. to act on our bchalf in mattcrs rclating to the application for a Scction 404 pcnnit and 401 Watcr
Quality Ccrtification for the Kelly Fann Property Strcambank Stabilization Projcct. This authorization
shall include signing of all documents relating to the permit and certification.

Thank you,

/~~8-~~

Randy HollY \. ~
Dircctor of Dcsign and Enginccring

----~

/
. /
>:';l ~",,;-; ;,'
~~:. ~ //,., '
/.
/ <~, ""...

~..

Legend

Approximate Property Line

+

-

SCALE 1 :24,000

Kelly Farms, Inc. Property
Vicinity Map

-

ECOS

ECOS ENVIRONMENTAL DESIGN,INC,
834INIvWl VIllAGE PPJ'ft0NAY

SUITE 100

ATlANTA, GEORGIA 30307
401--221-1roJ T8EF'f-(N:
401--215-9111 FAX

w.WI.oo::m:iarn

'i0J'f.
1Sef5 to~ll ~ 11\ 5epc:..<<-.-k- -lub<

LETTER OF TRANSMITTAL

TO: Cynthia-Lynn Karoly FROM Vanessa Ciaccio
North Carolina Division of Water Quality
401 Wetlands Unit ,
1650 Mail Service Center DATE 5-23-05
Raleiqh, NC 27699-1650
PROJECT Kelly Farm Property Stream Bank
Stabilization
PROJECT 0327
NUMBER

WE ARE SENDING YOU THE FOllOWING ITEMS:

X ATTACHED X PLANS SPECIFICATIONS
COPY OF LETTER 'cHANGE ORDER OTHER SPECS
COMPUTER FILE UNDER SEPARATE COVER VIA

\
\

COPIES DATE REV,# DESCRIPTION
7 5-20-05 Stream Bank Stabilization Permit Set 24x36
1 Kelly Farms, Inc, Property Vicinity Map

REMARKS:

Attached is an Arial Vicinity Map in 11 x17 format and 7 copies of the Permit Set for the Kelly Farm
Property Stream Bank Stabilization Project in 24x36 format.
This set includes the following sheets: 1.00 Cover Sheet, 1.01 Survey, 1.02 Tree
Preservation and Erosion and Sediment Control Plan, 1,03 Erosion and Sediment
Control Details, 1.04 Demolition and Tree Removal Plan, 1.05 Grading Plan A, 1.06
Grading Plan B, 1.07 Cross Section 1, 1.08 Cross Section 2, 1.09 Cross Section 3, 1.10
Site Details, 1.11 Landscape Plan and 1.12 Landscape Details, f9r your review and
comments. There will be two (2) FedEx tubes sent: one with 3 copies and the transmittal form with
A check, and one tube with 4 copies of the Permit Set.
If you have any questions, please feel free to contact me,
Thank you,

SIGNED:

...
~ ..,~~..t' ~Cl1- COPYTO: File
Vanessa Ciaccio

-

ECOS

I ~

E(OS ENVIRONMENTAL DESIGN, INC.
834 Inman Village Parkway
Suite 100
Atlanta, Georgia 30307
404-221-1900 voice
404-215-9111 fax

www.ecmedi.com

May 23, 2005

Cynthia-Lynn Karoly
North Carolina Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

RE: Streambank Stabilization
Kelly Farm Property
Iredell County, NC

Ms, Karoly,

On behalf of my client, Health Management Associates, Inc., we are submitting the
Pre-Construction Notification (PCN) Application Form, a check payable to DWQ for
$475.00, as well as applicable plans and maps for your review. I have spoken with
Alan Johnson of DWQ several times regarding this project, as he is familiar with the
location and scope of the project. These plans and forms are being submitted
concurrently to the United States Army Corps of Enginee1"S for review and acceptance,

Please do not hesitate to contact me at 404-221-1900 with any questions or comments
regarding any items within the peN or plan set.

Respectfully,

~/~

Maxine Coleman
Senior Associate
Ecos Environmental Design, Inc.

Encl: (1) peN Application Form, (1) Kelly Farms, Inc. Property Vicinity Map, (7 sets)
24x36 Streambank Stabilization Plans for the Kelly Farms, Inc. Property, (1)
Application Review Fee, (1) Agent Authorization Letter

cc: Randy Holly
Rodney Kennedy
File

~~@~uw~ @

Office Use Only:

Form Version March 05

DENR. WATER QUAliTY
WETlANOS AND SIOOWAJER BRANCH
USACE Action ID No. DW\.l No,
(Ifany particular item is not applicable to this project, please enter "Not Applicab]e" or "N/A",)

I. Processing

1. Check all of the approval(s) requested for this project:
[2J Section 404 Permit 0 Riparian or Watershed Buffer Rules
o Section 10 Permit 0 Isolated Wetland Permit from DWQ
[2J 401 Water Quality Certification 0 Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: #27

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 0

4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance l,etter from NCEEP, complete section VIII,
and check here: 0 \

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: 0

II. Applicant Information

1. Owner/Applicant Information
Name: Health Management Associates, Inc.
Mailing Address: 1530 N. Limestone Street
Gaffney, S.C. 29340
Telephone Number: 864-487-1598 Fax Number: 864-487-1630
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: Ecos Environmental Design, C/O Maxine Coleman
Company Affiliation: Design Consultant
Mailing Address: 834 Inman VilIal!,e Parkway
Suite 100
Atlanta, Georgia 30307
Telephone Number: 404-221-1900 Fax Number: 404-215-9111
E-mail Address:[e-mail]

Page 1 of8

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 ofproject: Kelly Farm Property

2. T.I.P, Project Number or State Project Number (N~DOT Only):

3. Property Identification Number (Tax PIN): 4645-88-3774

4, Location
County: Iredell County Nearest Town: Mooresville
Subdivision name (include phase/lot number): PIN # 4645-88-3774
Directions to site (include road numbers/names, landmarks, etc.): From 177 take US2l N
Exit 33. Turn left onto US2l, Right onto Center Church RdlNC1245. Stay straight to
1 246IFairview Road. End at Kelly Farm on Fairview Road, Mooresvill, NC 28117

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.)
Decimal Degrees (6 digits minimum): 35.550N , 80.850W

6. Property size (acres): 64,918

7. Name of nearest receiving body of water: Lake Norman

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://h20.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: Existing Conditions: Farmland, General Land Use in the
Vicinity: HDNC/R-20/PCD-Mooresville

Page 2 of8

10. Describe the overall project in detail, including the type of equipment to be used:
The project is a stream bank stabilization proiect. A stone step pool will be installed at the
beginning of the stream as it exits an existing headwall to provide a more subtle grade change
along the stream, Currently, grade drops +/-5 feet vertically near the headwall. Both sides of
the stream bank will be graded and laid back from their existing near vertical position to
provide a maximum 2: 1 slope, Cross vanes will be installed along the length of disturbed
stream and the slopes will be stabilized with a compost erosion control blanket., which will
be pre-seeded with grasses. Live willow stakes will be installed along the length of disturbed
stream bank and trees will be planted along the top of bank, as well as some trees planted
along the banks. Equipment used for construction will most likely include a trackhoe for
grading work and placement of boulders and dumptruck for hauling excess earth.

11. Explain the purpose of the proposed work: To stabilize a portion of stream bank on the
Kelly Farm Property

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.
N/A

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. 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.

Page 3 of8

1. Provide a written description of the proposed impacts: N/A (per Phone Conversation
with Alan Johnson on May 3,,2005. This work is being done pursuant to Alan Johnson's
request due to impacts on the stream [rom upstream.)

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,
I r d b h d fl d'

separately 1st Impacts ue to ot structure an 00 mg.
Wetland Impact Type ofWet]and Located within Distance to Area of
100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, F]oodp]ain Stream (acres)
(indicate on map) herbaceous, bog, etc,) (ves/no) (linear feet)
Tota] Wetland Impact (acres),

3. List the total acreage (estimated) of all existing wet~ands on the property: 0

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
b . I d d T I I I . I I h X 'd h h d"d b 43 560

must e mc u e . o ca cu ate acreage, mu ttply engt WI t , t en IVI e lY ,
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
N/A Stabilization Perennial 26' 400' .24
Total Stream Impact (by length and acreage) 400' .24

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the V.S,). Open water impacts include, but are not limited to
fill . d d' fl d' d' b lkh d t

1 , excavatIOn, re gmg, 00 mg, ramage, u ea s, e c.
Open Water Impact Name of Water body Type of Water body Area of
Site Number. Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) (if applicab]e) ocean, etc.) (acres)

Page 4 of8

I I

I

Tota] Open Water Impact (acres)

6. List tl

I .

llW

f h US

I' fi

h

le cumu atlve Impact to a aters 0 t e . resu tmg rom t e prolec~:
Stream Impact (acres): .24
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 400'

7. Isolated Waters
Do any isolated waters exist on the property? 0 Yes [2J 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.
N/A

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): 0 uplands 0 stream D 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.):
Current land use in the vicinity of the pond:
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.

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 5 of8

I

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 mirtimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detemlining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing thc 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
httJ):/ /h20 ,em. state, nc, us/ncwet I ands/ stmll!,i de. 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, enhanccment, 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 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 foml. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h20,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 infomlation:

Amount of stream mitigation requested (linear fcet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

Page 6 of8

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 0 No [2J

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 (NEPAlSEPA)?
Note: If you are not sure whether a NEP AlSEP A document is required, call the SEP A
coordinator at [phone] to review current thresholds for environmental documentation.
Yes 0 No 0

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 0 No 0

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

It is the applicant's (or agent's) responsibility to de~ermine, 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
(Neuse), 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 D 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
buff! I . r

er mu tIplIers.
Zone* Impact Mu]tiplier Required
(square feet) Mitigation
I 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
additional 20 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.
N/A

I;
I
i

Page 70f8

XI, Stormwater (required by DWQ)

Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
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.
N/A

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A.NCAC 2H .0500) or any Buffer Rules?
Yes 0 No [2J

Is this an after-the-fact permit application? Yes D

No [2J

XIV. Cumulative Impacts (required by DWQ)

Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes D No [2J
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://h2o.cnr.statc,nc,us/ncwctlands. 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 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 othcr issues outside of the applicant's control).

~dJA~: ~ ::i ~ 5'"h3/o:;-

~nKsignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 8 of8

Em

HEALTH MANAGEMENT ASSOCIATES, INC,
1530 N. Limestone Street, Gaffney, S.c. 29340
864-487-1598

Randy J. Holly
Corporate Director of Engineering
Construction and Design

May 18, 2005

North Carolina Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

RE: Authorization letter for Kelly Farm Property, Inc. Streambank Stabilization Project

To Whom It May Concern:

Officers of Ecos Environmental Design, Inc. are hereby authorized by Health Management Associates,
Inc. to act on our behalf in matters relating to the application for a Section 404 pennit and 401 Water
Quality Certification for the Kelly Farm Property Streambank Stabilization Project. This authorization
shall include signing of all documents relating to the permit and certification.

Thank you,

~~

Randy HollY V '-.
Director of Design and Engineering

Legend

aa__

l a a ..; Approximate Property Line

+

-

SCALE 1 :24,000

Kelly Farms, Inc. Property
Vicinity Map

Triage Check List

Date:

5/26/05

Project Name: Kelly Farm Property
DWQ#: 05-0909
County: Iredell

To: Alan Johnson, Mooresville Regional Office

60-day Processing Time: 5/24/05 to 7/22/05

From: Cyndi Karoly Telephone: [phone]

The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.

D Stream length impacted
D Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
D Minimization/avoidance issues
D Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
D Pond fill
D Mitigation Ratios
Ditching
D Are the stream and or wetland mitigation sites available and viable?
D Check drawings for accuracy
D Is the application consistent with pre-application meetings?
Cumulative impact concern
D

D

D

Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details, If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!

/-

LIVE ~ILLO~
STAKING. REFER TO
DETAIL 1/1.10,
2: I MAXIMUM SLOPE.
CUT ONLY,
UNDI STURBED
SUBGRADE (TYP)

----.
2: I SLOPE FROM TOP OF
BANK TO BOTTOM OF
SLOPE. BANKFULL
BENCH AT BOTTOM OF
SLOPE IF APPLICABLE,
REFER TO GRADING
PLAN. B

4'

4'

----.
2: I SLOPE TO TOP OF
BANK, REFER TO
GRADING PLAN,

BOULDER SIZE:
2'x2'xl'
FOOTER SI ZE:
2'x2'xl'

u 0
Z 0
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CLl
LJ ....
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Vi VI ......
W ......
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w co
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10
U
W

BLACK ~ILLO~
STAKE, (TYP)

COMPOST
BLANKET (SEE
DETAIL 2/1,10)
CHANNEL BOTTOM

COMPOS T BLANKET
(SEE DETAIL 2/1,10)
CHANNEL SIDE

PLAN

SECTION

NOTES:
I, INSTALL COMPOST BLANKET AS PER
MANUFACTURER'S SPECIFICATIONS.
2. CLEANLY REMOVE ALL SIDE BRANCHES.
3, CUT END AT AN ANGLE FOR EASY
INSTALLATION,
4. INSTALL LIVE STAKE AT RIGHT ANGLE
TO SLOPE.
5. TAMP INTO GROUND ~ITH DEAD BLO~
HAMMER TO AVOID SPLITTING,

NOTES:
I. COMPOST BLANKET SHALL BE ~EED
FREE AND DERIVED FROM ~ELL
DECOMPOSED SOURCE OF ORGANIC
MATTER. COMPOST SHALL BE
PRODUCED USING AN AEROBIC
COMPOSTING PROCESS MEETING 40 CFR
PART 503 REGULATIONS.
2, COMPOST BLANKET SHALL HAVE SEED
INCORPORATED TO ITS ENTIRE DEPTH AT
TIME OF APPLICATION, REFER TO PLANT
LIST MIX 'A' FOR DETAILS ON SEED MIX
(SEE SHEET 1,12)
3. COMPOST BLANKET BY ERTH
PRODUCTS 1-800-286-6611 OR
APPROVED EQUAL BY LANDSCAPE
ARCHITEC 1.

2" THICK COMPOST
BLANKET. REFER TO
DETAIL 2/1,10,

~OODEN STAKES
(TYP) (8' O.C)

GI" COIR ~ATTLE BY ROLANKA INC.
OR APPROVED EQUAL. START
COIR ~ATTLE 3" FROM TOP OF
BANK (TYP). 3'

TYP,

\
I
I
I
I

FLO~ DIRECTION

\ ~ )

\
\
\
\
\

LIVE HILLOH STAKING
N.T.S.

2" THICK COMPOST
BLANKET BY ERTH
PRODUC TS OR
APPROVED EQUAL ~ITH
LOCK DO~N
NETTI NG BOTH ABOVE
AND BELO~ BLANKET

PERMANENT GRASSI NG, REFER
TO THE LANDSCAPE DETAILS
1.12.

Cf:
BREAK IN GRADE I

BANKFULL ~A TER ~
SURFACE \ 4'

20-50 I
DEGRE~S
~-

BELO~
GRADE
"'-,GlO
/ DEGREES
\

BOULDERS ONLY AT
BANKFULL BENCH:
SIZE TO BE 15'xl'xl'

c
o

.-

.c~
Q3.~
Q.: - ro
O:...Q .5
I'P"f 0
:...... \. V ~
c...tj)~
~
o
E~~
:...... C ~
roro~
U-C08
~
~E
<lJro
~(J)
:......
4-J
(f)

BREAK IN GRADE (REFER
TO GRADING PLAN)

COMPOST BLANKET
N.T.S.

TYPICAL CHANNEL SECTION
N,T.S.

\
\
\

A'

PLAN VIEW

EXISTING 48"
RCP PIPE AND
HEAD~ALL

CLASS B
RIPRAP

CLASS B RIP-RAP

6- LAYER NSA FS-2
FIL TER STONE

~OVEN GEOTEXTILE
FAeRIC

NATURAL BOULDER, MIN.
SIZE = 3'x3'xl', TO BE
SELEC TED BY LANDSCAPE
ARCHITEC T.

NOTE:
I. NO GAPS BETWEEN ROCKS IN CROSS VANE.
2. ALL ROCKS TO BE SEGURE IN PLACE, FREE FROM ROCKING AND SHIFTING,
3, ALL SOIL PLACED AROUND ROCKS TO BE TAMPED AND COMPAG-reD IN
PLACE,

UNDI S TURBED
SUBGRADE

NATURAL BOULDERS MIN. SIZE= 3'x3'xl',
TO BE SELECTED BY LANDSGAPE
ARCHITECT,

+815,33
+815.16

+813.04
+812.04
+811.04

+811.38
+810.38
+8OGI.38

MAXIMUM HEIGHT
SHALL BE 2" BELO
FIFE INVERT

2'

2'

BREAK IN eRADE
(BEYOND)

PREDICTED BANKFULL
Y'JATER SURFACE

8'

2'
TYF.

8'

2'
TYF,

5'

5'

FOOTER BOULDER DIMENSIONS VARY TO
PROVIDE SPECIFIED TOP ELEVATION OF
NATURAL BOULDER

CHANNEL
CENTERL I NE

5'

SECTION A-AI

CENTERLINE SECTION A-AI

s~
~~V?
.A\: >. '~1--
\. \
~~ ~
~~

....- ....- ........... ../' ../' ; -- -- -- - - - - - ,,~./ ~

~ ___ ~ ___ --- ___ ___ ___ ___ --- ___ / / r - _ ~ "'"
+8\ --- -- --- --- -- -- -- / '" "-
__ +~,02f -- ~ ~ "-
+812.:1-- -- ~+812.581 --- ~ ::.- 7/ / "-
~ _ / L ___ +812.04 ---= ~ / "'" ~ '-
d- ~ -= --;j Mfj ~~ --- ~ +810.Gl21 --- --- +811,38 I / / \ ""- "-
~ ~~ l' i{\\\\\\\~ \V /81 '~ / ~+81I.o1.. ~ --- I ,,/ \ \ \
,\,\M K ~\~A\\ l\\ --- - l l__~ +811.4 . 'I -- -- \
~ ~ .\~~~\\\~~~\~~~~~~~~~~.-? h-1~~~ // /
~'~ ~y. ~ \::Pi~ l\" \~~~ \\ \XW'J.lC';r~~,\,~~~U~~ / / ------./ \ \ \
- ~:\\~~Ie- ~~ ~\\\'\'~ ~~~~~~[.--------- /'/ \ "-
ur '" "t' "9 ~ VI ~ -~ 'D " li:;), l<'\' ~ '" ... '1 J _____ --- \:::
M, ~ ~ ~"'" ~ V~\/\.L 1U" ,~""' V'\: ~ ~~~\ v -L - - --- \: "-
~~ ~~~~~~\\i<~~ ~ ~~~\\ \\X~_~ ---~_ "-"'"-"-,,

:\

-,/l>CcLAS~B \ ~ ~ (\ ~t t~~' -- -:::.S~~~~,_~~'"
I RIPRAP ON \ / / ~ ~ '\ '\:~"''' ~"" "-
I BANK \ / '\ ~ "''' ",
, , "\ ~ '\ "'. "",

1~~
~~

/10/ / / / / / / -/ / ~
j / / / / /
/ / / /
./ / / / /
/ / / / / /
1"'/////
I I f I/{///// //
1IIIIIIf //
/1 I I I I I I I I
///////~
I I I I I I /"'E7
I I I I I I I I
/ / / / / / / / I
I I I I I I I I
I I I I I I I I ~
I I I I I I I I,
I I I I I I I I"
I I I I I I IJ
I I I I I I 1/1
I I I I I I ~I
I I I / I~
I I PlfAN/VIE~ ~

REVISIONS

COMPOST BLANKET
REFER TO DETAIL 2/1.10

PRED I C TED BANKFULL
V'lA TER SURFAC.E

SHEET TITLE

CROSS SECTION 6-51

Site
Details

DESIGNED BY

FILE NAME

STONE STEP POOL AT EXISTING HEADHALL
SCALE 1/4"= 11=011

(t
NORTH

GROSS VANE
N.T.S,

DRAWN BY

SHEET

PROJECT NO.

1.10

NOTES:

I. THE PLANS SHO~ PERMANENT SEED
(PS) FROM THE COMPOST BLANKET
LINE TO THE END OF THE LIMIT OF
DISTURBANCE liNE, IF THE liMIT OF
DISTURBANCE LINE SHALL MOVE, THEN
THE PERMANENT SEED COVER SHALL
MOVE ALONG ~ITH IT FilliNG UP ALL
OF THE AREA BET~EEN THE LIMIT OF
DISTURBANCE AND THE COMPOST
BLANKET.
2, PROPERTY O~NER SHALL PROVIDE
AND INSTALL FENCING AROUND LIMITS
OF DISTURBANCE IMMEDIATELY
FOLLO~ING PLANT AND TREE
INSTALLATION,

GRASSING SCHEDULE
(HYDROSEEDING RATES)
PERMANENT)

~ (FOR
SPECIES
HULLED BERMUDA
UNHULLED BERMUDA

RA TE/1 000 S.F,
2 LBS.
2 LBS.

DA TES
10/1 - 3/1
2/1 5 - 6/1 5

LEGEND:

o

EXISTING TREE
PROPERTY LINE
TOP OF BANK
CENTERLINE OF CREEK
LIHITS OF DISTURBANCE
COHPOST BLANKET
PERHANENT SEED
CONSTRUCTION ENTRANCE

~xXWXxYX~

1+ ~ + ~ 4~r + ~ + ~ I

~

LIME
1 TONI ACRE
1 TON I ACRE

FERTILIZER (LBS. / ACRE)
P202 K202
120 - 180 120 -
120 - 180 120 -

N2
60 - 90
60 - 90

*HYDROSEED ON ALL 2: 1 (H: V) SLOPES. EXCEPT AS NOTED ON PLANS.

@

Permanent Seeding

FLANT MATERIAL 5Ct4EDULE

5YM60L
~
at)
~
/ .
~
@

AFFROX
KEy QT"(.
AF 2
AT l
BN 0
CC :,
CO 4
PO 4

-mEE5: 60T ANICAL NAME
ACER FLORIDANUM
A51MINA TRILOBA
BETULA NIGRA
CARPINU5 CAROLINIANA
CAR'(A OvATA
PLATANU50CCIDENTALl5
5EED MIX IAI

Ca11CN NAME
50UT~ERN 5UGAR MAPLE
PAWPAW
RIVER BIRC~
~ORNBEAM
5~AGBARK ~ICKORY
5'(CAMORE

60T AN I CAL NAME
Cf-IAMAECRI5TI FA5CICULAT A
Cf-IA5MANTf-lIUM LATIFOLIUM
ECf-IlNACEA PUPEREA
LOLIUM MUL TIFLORUM
PANICUM VIRGATUM
50RGf-IA5TRUM NUT AN5

cctlMCN NAME
PARTRIDGE PEA
RivER OA T5
PURPLE CONEFLOWER
ANNUAL R,(E GRA55
5WITCHGRA55
INDIAN GRA55

6FECIFICATI~
1.5 L65 / ACRE
15 LB5, / ACRE
.8 LB5. / ACRE
o L55 / ACRE
15 L55, / ACRE
12 L65. / ACRE

NOTE: CONTRACTOR TO FROVIDE 5EED MIX IAI OR APPROVED EQUAL.

61ZE
1 - 1112" CAL.
4' ~T.
0' f-IT.
I:' GAL.
I - 1112" CAL.
I - 1112" CAL.

~
5INGLE 5 TRAIGI-IT TRUNK
5INGLE 5 TRAIG~T TRUNK.
645, MUL TI- TRUNK, 3 TRUNK MINIMUM
5INGLE 5TRAIG~T mJNK
5IN6LE 5TRAIG~T mJNK
5IN6LE 5TRAIG~T mJNK

,

----

j--- I
FAIRVIEH ROAD<(/ 1
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........------------- INVERT OF 48" RGP At,
_ ~______~~/ _ _ 'BE6-__J-IEADWALL IS 815.41 \

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++ ...\ + ++++ +++ ++++\++++
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LI"-.AITS OF- ~>>++X+++++:+ ~+ :++++++++ ........ \.~ ++++.".........+l +";" ++ ++ '+\+++++
IYI ~>: ~~ \' ,~+X~+t+ +>>~ ++>++ C'O /
DISTURBANCE LINE \ _-_..\c l~.:::::+<::~~+ + >>>>r >>:QJ> \ -
\.--- ,,~ X: ++ -:-:-:-~+ (~'\ :< +<~ <+~+ ~.-J--( P'O - /
___ + +~+ \ \ ++++ ++ +ZG I '. "-
211 COMPOST BLANKET 7"~::~::+:+~~~lt ~ fS+<++++ N ~ \
G // < t: : :0: t? + ~ + + + + + + \ + + + + + + ~ \
// ~:~:'~ ~~~~:::::>+:lW+::::: 1/\ \

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+++++++ + . j... . +.+ , ,

+ + + + + + ~+ ~~ ,

, , ++++.++ ++++ + (' [/.~++~:+:+:'~ >---\2" COMPOST BLANKET

/' \ +++++~ +++++ +'\.4+ + + +\+ " ..JJJII* \
+....F;?f + + + + ~ + + + + ~ r

/,/,' @~ : +>::>:+ +: ~~::K+:<:+ \-' \\

( ~...... . . + + . ~~+ + + +, \
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\ I """ ++ +:+++ ++++++\

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I '-j - ~ ++ +++ V ++++++++++++ ,

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+++'+ ++ \

() + + +, + ~ ~ (/ ~ + + + + +' +\ . + + \ \
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---

---

----

---

------

S 88054'10"E 1413.61'

OVERHEAD

180
180

CENTERLINE DITCH
SOME V'!A TER
RUNNING POSSIBLY
SPRING FED

\
\
\

/ ""'-- - -
"

TELEPHONE LINE

"-

'""
'""
'""
, ""
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CA T - /
(cc - 2
( C'O - /

MANHOLE

SEV'!ER PIPE
EXPOSED

12" HDPE AT FIELD
CROSSING

0'

10'

.

NORTH

20'

40'

60'

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V)

REVISIONS

SHEET TITLE

Landscape
Plan

FILE NAME

SHEET

CHECKED BY

PROJECT NO,

1.11

NOTES: STAKES ON "HIGH" SIDE
I. SET TREE PLUMB PRIOR TO STAKING. OF TREE ONLY,
2. GRADES NOT TO EXCEED 3: I SLOPE
3, ARBOR TIE GREEN STAKING AND GUYING MATERIAL (OR
APPROVED EQUAL) IS TO BE FLAT iI'IOVEN POL YPROFYLENE
3
MATERIAL. 4" iI'IIDE, '100 Ib BREAK STRENGTH.
4. IN LIEU OF GUYS, STAKE ALL TREES UNDER 12' HT AND 2 1/2" CAL.
iI'IlTH 2-2" X 2" X ,B'-O" PTP STAKESj STAKE ALL TREES UNDER 14' H
AND 4" CAL. iI'IlTH 3 - 2" X 2" X ,B'-O" TAKES,

REFER TO 'TYPICAL
TREE STAKING'
DETAIL

FINISHED
GRADE

SOIL MIX:
'15% EXISTING SOIL
5% ORGANIC
COMPOST

REFER TO 'TREE
ROOTBALL PIT ON SLOPE'
DETAIL

Q;)

NOTE:
I. SET TREE PLUMB PRIOR TO STAKING,
2, ARBOR TIE GREEN STAKING AND GUYING MATERIAL
(OR APPROVED EQUAL) IS TO BE FLAT iI'IOVEN

POLYPROPYLENE MATERIAL. i" iI'IIDE, '100 Ib BREAK
STRENGTH,
3. IN LIEU OF GUYS, STAKE ALL TREES UNDER 12' HT AND
2 1/2" CAL. iI'IlTH 2-2" X 2" X ,B'-O" PTP STAKES; STAKE
ALL TREES UNDER 14' HT AND 4" CAL. iI'IlTH 3 - 2" X 2" X
,B'-O" PTP STAKES. EDGE OF ROOTBALL
PIT

ARBOR TIE (OR
APPROVED
EQUAL)

STAKE

DIRECTION
OF SLOPE .-
MIDPOINT OF
TREE

PLAN

MULCH LAYER (AS PER
SPECIFICATIONS)

COMPACT FILL TO
CREATE SAUCER

TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED

ARBOR KNOT
(AS PER SPECIFICATIONS)

STAKE (TYP)
DRIVE BELOil'lGRADE (AS
PER SPECIFICATIONS)

FINISHED
GRADE

REFER TO 'TYPICAL TREE
ROOTBALL PIT'DETAIL.

Typical Tree Staking on a Slope
Not to Scale

@

Typical Tree Staking

Not to Scale

MULCH LAYER (AS PER
SPECIFICATIONS)

SOIL MIX:
~596 EXISTING SOIL
596 ORGANIC COMPOST

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LOOSEN BALL 4 BURLAP ON
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Typical Tree Rootball Pit
Not to Scale

@

Tree Rootball on Slope
Not to Scale

GENERAL PLANTING NOTES

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1. All PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS & DISEASES.
2. All PLANTS MUST BE CONTAINER-GROWN OR BAllED & BURLAPPED (B&B) AS INDICATED IN
THE PLANT LIST.
3. All TREES MUST BE STRAIGHT TRUNKED, FULL-HEADED & MEET All REQUIREMENTS
SPECIFIED.
4. All PLANTS ARE SUBJECT TO THE APPROVAL OF THE lANDSCAPE ARCHITECT & THE OWNER
BEFORE, DURING & AFTER INSTAllATION UNTil THE DATE OF FINAL ACCEPTANCE.
5. All TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAilS.
6. All PLANTS & PLANTING AREAS MUST BE COMPLETELY MULCHED AS PER SPECIFICATIONS.
7. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHAll BE RESPONSIBLE FOR
lOCATING All UNDERGROUND UTILITIES & SHAll AVOID DAMAGE TO All UTILITIES DURING THE
COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND
All DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCUR AS A RESULT
OF THE LANDSCAPE CONSTRUCTION,
8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING All QUANTITIES SHOWN ON
THESE PLANS BEFORE PRICING THE WORK,
9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL PLANTING (INCLUDING,
BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS
AND lAWNS UNTil THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE
OWNER.
10. THE lANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE All PLANT MATERIAL FOR A
PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE. THE LANDSCAPE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE
GUARANTEE PERIOD (AS PER DIRECTION OF THE OWNER).
11. THE OWNER AGREES TO PERFORM All lANDSCAPE MAINTENANCE (INCLUDING WATERING)
THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED.
12. THE lANDSCAPE ARCHITECT Will APPROVE THE STAKED LOCATION OF All MATERIAL PRIOR
TO INSTAllATION.
13. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN lEAF SHAll BE ACCLIMATED
FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION,
14. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL
ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED
WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING All PLANT LIST
SPECIFICATIONS.
15. STANDARDS FOR NURSERY SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK'
lATEST EDITIONS REPRESENT GUIDELINE SPECIFICATIONS ONLY AND CONSTITUTE MINIMUM QUALITY
REQUIREMENTS FOR PLANT MATERIAL.
16. CONTRACTOR SHALL VERIFY THE PLANT QUANTITIES. PLANT SYMBOLS ON THE LANDSCAPE
PLAN SUPERSEDE QUANTITIES IN THE PLANT LIST.
17. IN SIZE GRADING B&B TREES, CALIPER SHAll TAKE PRECEDENCE OVER HEIGHT.
18. IN SIZE GRADING MULTI-STEM TREES, HEIGHT SHALL TAKE PRECEDENCE OVER CALIPER.
19. ALL MULCH TO BE SHREDDED HARDWOOD. PROVIDE SAMPLES TO LANDSCAPE ARCHITECT FOR
REVIEW AND APPROVAL.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION INSTALLATIONS, INCLUDING BUT
NOT LIMITED TO ELECTRIC, STORM SEWER, CABLE, GAS, WATER, PLUMBING, AND VEGETATION. ANY
POTENTIAL CONFLICTS SHAll BE IDENTIFIED TO THE LANDSCAPE ARCHITECT IMMEDIATELY.

REVISIONS

.- ~FT !=i /70 /O!=i

SHEET TITLE

Landscape
Details

PROJECT NO.

1.12

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REVISIONS

"T SET 5/20ln~

NOTE:
SEE SHEET 1.01-1.10 FOR
SECTIONS AND SITE
DETAIL INFORMATION.

SHEET TITLE

.

NORTH

Grading
Plan A

0'

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10'

20'

1.05

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GENTERLlNE DITGH
SOME !^iA TER RUNN I N6
POSSIBLY SPRIN6 FED

/',
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/// PROPOSED GREEK 'cti-"(.YP')
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MANHOLE

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o

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CENTERLINE --
CREEK-------

REVISIONS

I SET S /?n los

ROCK FILTER DAM @

12" HDPE AT FIELD
CROSSING

NOTE:
SEE SHEET 1.01=1.10 FOR
SECTIONS AND SITE
DETAIL INFORMATION.

=<
'\~~
0~~

'v \~'Y;"
v\'Y;,,~
0<:;

SHEET TITLE

PLAN V EH

.

NORTH

Grading
Plan B

0' 5' 10'

20'

30'

DESIGNED BY FILE NAME

DRAWN BY SHEET

SCALE: I":: 101=0"

PRDJECT NO.

1.06

,/

LEGEND:

o

NOTES:

CP
P

EXISTING TREE
PROPERTY LINE
TIE LINE
UNSURVEYED LINE
BACK OF CURB
SETBACK LI NE
TOP OF BANK
CENTERLINE CREEK
COMPUTED POINT
POv--lER POLE

I. THIS PROPERTY IS NOT LOCATED IN A DESIGNATED FLOOD ZONE.
2, AREA DETERMINED BY COORDINATE COMPUTATION.
;3, CP DENOTES COMPUTED POINT, NO MONUMENT FOUND OR SET.
4. UNDERGROUND UTILITIES NOT LOCATED AS OF THIS DATE.
S, NO GRID MONUMENTS APPEAR TO BE Jt-.lITHIN 2000'.
b. ELEVATIONS BASED NATIONAL VERTICAL DATUM 1'188.

----

-

--

-

7--
/
FAIRVIE~ ROAD <,
"-
0.......-------_ INVERT OF 48" RGP A1,\
~----~-g- _ ~__HEAD~ALL IS 815.4' \8
--------""T'"\.,.....----::::__- ----===---- ~-~_ ~o' -
/ \ 't _ __ ____ _
/-----~---- --- ------::: : Ar"">IAIAI [ .......
"" /' ,--- ---- _---_---:=== ~.IIIo'oI'..:&C'YcJ-....................
/' /' /- - --:..-~::.---::..-=:.--= ~-... -................. "'"' ...... CRO
/ / / - -- , '
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/ / '-'/./ ,......
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/ // /^, ',--- / ','.... '...... ---
/ ,//" / / ," .... \, ......---
" / /' ''--820.-/ / / , \ri...\...... ............__
,./ ,//', // / // , '\.,-~ 0 '...... -
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/ ^, / / '...... ,(',
/, _J / ...... ~
'-- - / \,............ r..
./. ,\...... ......v
/~- _--/ / \.; '......
./ ~ '_J

----

S 88054'10"E 1413,61'

--

SECTION B
I

OVERHEAD TELEPHONE LINE
'""
'""
'""

r......,O
'............
'8-~

EXISTING TOP
OF BANK (TYP.)

MA TCHLlNE

,

)
\...-~ '

w!~'

// \ (f)

('
I

,

\

I
/

I

/

\ \
\\ \ \
\ \ \
\" \ \
\ \ \0
\ \Q
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CROSS SECTION F
\

\.
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m0
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- ,
L, '

MATCHLINE

''-,0

---

~
N
/~
/ ...........
140.15

820

12" HDPE AT FIELD
GROSSING
~
NORTH
0' 15' BO' bO' '10'

800

SCALE: 1"=301=0"

NOTE:

I, ALL CROSS SECTION VIEJt-.lS ARE FROM FAIRVIEJt-.l ROAD LOOKING DOJt-.lNSTREAM,

850

840

830

820

810

800

o
o
o

o
o
o
Lf)

o
o
o
o
..--

o
o
o
('o.J
..--

CROSS SECTION A

HORIZONTAL SCALE-I "=20'

VERTIGAL SGALE-I"=20'

EXISTING GONTOURS UPDATED BY
EGOS ENVIRONMENTAL DESIGN TO
REFLECT UPDATED SURVEY. FOR
CROSS SECTION A.

850

800

840

830

820

810

800

o
o
o

o
o
o
Lf)

o
o
o
o
..--

to
Lf)
r--.
n
..--

CROSS SEGTION C

HORIZONTAL SGALE-I"=20'
VERTIGAL SGALE-I"=20'

850

840

830

810

o
o
o

o
o
o
Lf)

o
o
o
o
..--

Lf)
Lf)
Lli
'<t
..--

GROSS SECTION E

HORIZONTAL SGALE-I"=20'
VERTICAL SGALE-I"=20'

850

u 0
Z 0
- T'""
Z IV
LJ ...
'5
Vi VI T"'"
W T"'"
Q ~ T"'"
en
....I j &J.,
T"'"
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... 0 ~
Z lIS M 0
w 0.. 0 ~
~ IV M ti:'
Z be lIS -
0 lIS '6"c 0
:> ... 0
~ 0 en
> c IV ~
LJ T"'"
Z lIS N
E nf N
W ~
oS ...
VI C 0
0 o:t lIS ~
U M < ~
w co
t/)
10
U
W

840

c
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rJ)-E
o
E~Z
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~
4-J
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,

830

820

810

800

o
o
o

o
o
o
Lf)

o
o
o
o
..--

to
Lf)
Lf)
('o.J
..--

CROSS SEe TION B

HORIZONTAL 5C.ALE-1 "=20'
VERTICAL 5C.ALE-I"=20'

850

JJI

-
'S:
V')
(I)
....
o
o
~

840

830

820

810

o
o
o

o
o
o
Lf)

o
o
o
o
.-

o
..--

..--
n
..--

GROSS SEGTION D

HORIZONTAL SGALE-I"=20'
VERTIGAL SCALE-I "=20'

840

830

820

REVISIONS

810

800

790

o
o
o

o
o
o
Lf)

o
o
o
o
..--

..--
(()
('o.J
n
..--

CROSS SECTION F

SHEET TITLE

HORIZONTAL SGALE-I"=20'
VERTIGAL SGALE-I"=20'

Cross Sections
A through F

FILE NAME

SHEET

CHECKED BY

PROJECT NO,

1.07

OVERHEAD TELEPHONE LINE 0 0 0 Lf) 0 0 0 '<t
0 0 0 ..-- 0 0 0 ..--
0 c:i 0 0 0 0 c:i (j)
, r",Q Lf) 0 '<t Lf) 0 ..--
"" ..--
,
""
,
~ CROSS SECTION G GROSS SECTION H
EXISTING TOP , ....8~
OF BANK (TYP.)
HORIZONTAL SC,ALE-I"=20' HORIZONTAL SC,ALE-I"=20'
YERTIC,AL SC,ALE-I "=20' VERTIC,AL SC,ALE-I"=20'

LEGEND:

o

NOTES:

CP
P

EXISTING TREE
PROPERTY LINE
TIE LINE
UNSURVEYED LINE
BACK OF CURB
SETBACK LI NE
TOP OF BANK
CENTERLINE CREEK
COMPUTED POINT
POl^lER POLE

I. THIS PROPERTY IS NOT LOCATED IN A DESI6NATED FLOOD ZONE,
2, AREA DETERMINED BY COORDINATE COMPUTATION,
3. CP DENOTES COMPUTED POINT, NO MONUMENT FOUND OR SET.
4, UNDER6ROUND UTILITIES NOT LOCATED AS OF THIS DATE,
5. NO 6RID MONUMENTS APPEAR TO BE l^lITHIN 2000'.
6. ELEVATIONS BASED NATIONAL VERTICAL DATUM 1"188.

---

850
840
--
830
820
810
800
790

-

--

----

7--
/
S 88054'10"E 1413.61' FAIRVIEH ROAD<,
"
..g/-------_~ INVERT OF 48" RC-P AT"
.,...-------~c)- _ _ -- EADV"'lALL IS 815.4' \8
~-------"1"r---===-_':::'-=--:..:=..==--=-- ~-~- h -
/ /______~--- _- _----- - '^nIAIAI I - '-J
"/ ___ __--::.----_----=== - ~a.I.T~ .....................
/ r _- _--- __---- __-- ~............ ......." ....... C,RO
/ /// ///- - - -- -- - / - , ,-

,,I' // /// /, '-. ....-----
/ / ~ " ........-
/ / ^ , ,''-.... ---
,I' //, , , , \ ........--
,,I' / ~ ," ....\ .......... -
// 'S.... ....--
, .... -
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'\."' .... ......... "'tr- -
~ \... .... ...... .... .Q...
~ .... ........ ()
""'- ....
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MATCHLlNE

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CENTeRLINE DITCH /
SOME V"'lA TER \ -n
RUNNING POSSIBLY \ b
SPRING FED \~

MA TGHLlNE

,
~
U'i'0
-q- ......
- ....
....

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N
I~
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14V,I5

I
SEY"i:R PIPE
EXPOSED

12" HDPE AT FIELD
GROSSING

.

NORTH

0'

15'

30'

60'

SGALE: 111=301-0"

NOTE:

I, ALL CROSS SECTION VIEl^lS ARE FROM FAIRVIEl^l ROAD LOOKIN6 DOl^lNSTREAM.

INO
I \
'\
'\
'\
I '\
\.
1 '\
.
r '\
'\
" '\
'\. /'\ ./
--- / .. ./
- / ./

850

/
,/
/
/
/
/
- /
....... -,
~ .r. -
........ /' r ./
./ ./
-

840

830

820

810

800

790

o CXJ
o '<t
o ..--
o 0
..-- ..--

o
o
c:i

o
o
o
Lf)

GROSS SECTION I

HORIZONTAL SC,ALE-I"=20'
YERTIC,AL SC,ALE-I"=20'

850

840

830

NO
/ /
/
/
/
/ /
/ /
/ /
/
/ /
,
/
.......... ,j
...... "-
""'- , " ./
....... /
......., " ./
./

u 0
~ 0
Z ~
QJ
LJ ...
'5
in In \"""
W \"""
0 ~ \"""
(7l
....J ~ .;,
< ~ N
I- ... ~
Z ~ M
W D- o "<t
~ QJ M ~
Z DO ~
0 ~ '6"0 0
:> ... 0
~ 0 (7l
> C QJ ~
Z ~ LJ N
E I'd N
W ~
oS ...
In C 0
0 ~ ~ "<t
U M <: >-
w co "-'
t/)
10
U
u.J

820

810

c
o

--

C~
03.~
0.--
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c...~~
'-
o
E~Z
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rom
U-c.o
~E
Q)rn
~Q)
~
~
Lf)

t1e

800

790

--
(J)
-
-
'S;
V)
(J)
'-
o
o
~

REVISIONS

SHEET TITLE

Cross Sections
G through I

.

FILE NAME

DRAWN BY SHEET

CHECKED BY

1.08

PROJECT NO.