20050840 Ver 1_Complete File_20050513

May 6, 2005
DWQ Wetlands Unit
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
c 9-2 @ LE 0'6 F-rm- P
MAY 1 3 2005
UENR-YJATER QUALITY
WETLANDS /.',I) STOR1dNlATER ERNZ-4
ENGINEERING DEPARTMENT
Re: NC DWQ PCN Submittal - Greenwood Acres Utility Improvements Project
Dear DWQ Representative,
Please find three copies of the North Carolina DWQ PCN submittal for the
Greenwood Acres Utility Improvements Project enclosed. I have forwarded two
copies of this package to the USACOE and have also submitted the In Lieu Fee
Request Form to the North Carolina Ecosystem Enhancement Program as required.
It is the understanding of the Town of Cary that the impacts associated with this
project are considered allowable under NC0233 and do not require written consent.
The Town of Cary has designed this sewer extension project to remedy problems
occurring within the Greenwood Acres neighborhood with respect to failing septic
systems. The residents of this neighborhood were annexed into the Town of Cary
recently, and the Town is moving forward with plans to provide public water and
sewer services to this neighborhood.
If you have any questions or need any other information concerning this project,
please contact me at 919-469-4335 or at.earrod.buchananCcDtownofcary.org.
Sincerely,
Jarrod A. Buchanan
Project Engineer
R:\EngineeringDept\PROJECTS (Capita1)\Sewer\SW5003 - Greenwood Acres - Jarrod\Creek X-ing\DWQ PCN Letter 1.doc
TOWN Of CARY
318 North Academy Street -Cary, NC 27513-PO Box 8005-Cary, NC 27512-8005
tel [phone] - fax [phone] www.townofcary.org
41 .
MAY i a2G
DENR-1,-4ATERt UN-"' d 1
ti;r(tll?Std?
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to utts project, please enter ivot Hppiicaote or NiA .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
NW-12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ? If applicable.
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Cary
Mailing Address: P.O. Box 8005
Cary, NC 27512-8005
Telephone Number: 919-469-4335 Fax Number: 919-388-5806
E-mail Address: jarrod buchanan(a to?vnofcary.org
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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided. See Attached -
"Vicinity Map", "Site Plan", and "Soils Map"
1. Name of project: Greenwood Circle Utility Improvements Project
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Town of Cary Right of Way, no pin available
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Greenwood Acres between Lot 36 and 37
Directions to site (include road numbers, landmarks, etc.): From Walnut Street (SR 1313),
turn Southwest onto Greenwood Circle (SR 1437) and follow it to the end, 2,500-feet. The
interceptor will run inside the right-of-way between 1000 and 1002 Vickie Drive.
5. Site coordinates, if available (UTM or Lat/Long): 35° 45.758 min N, 78° 45.739 min W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Lynn Branch
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential subdivision. Town of Cary greenway at west
end of right-of-way, where connection will be made. The area contains sparsely populated
trees of varying type. Semi-established ground vegetation.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Sanitary
sewer main installation 2,333-feet in length The last three sections of the sewer main will be
installed inside the right-of-way between 1000 and 1002 Vickie Drive with the remainder
being installed in the roadway. The last section of the sewer main will be installed under a
small stream that runs perpendicular to the proposed crossings occur. An independent
contractor will install the sewer main using a variety of equipment, including a track-hoe,
back-hoe end loader, skid-steer, dump-truck and compactor.
11. Explain the purpose of the proposed work: Provide sanitary sewer service to the residents
of the Greenwood Acres Subdivision along Greenwood Circle and Vickie Drive.
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.
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: Crossing a stream with an 8-inch
Ductile Iron Pipe sewer main. The sewer main will be installed perpendicular to the stream. An
illustration of the crossings is included on Attachment A-1. Also, disturbance to
Riparian buffers as defined in section X of this document and delineated on attached map.
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***

I i I i
* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc 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.fenri.eov.
*** 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: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please s ecif
1 Excavation 20 UT to Lynn Branch 15 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.coni,
www.mapguest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20
Page 8 of 12
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 of Waterbody
(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.
The Town of Carv is installing a sanitary sewer main to improve the public health of the
residents in the Hillsdale Forest Subdivision. Many of these residents have failing septic systems
that require a high level of maintenance to keep them from releasing raw sewage. The trench in
which the sewer main will be placed will be as narrow as possible. Also, silt fence will be
placed on the up and downhill sides of the construction corridor and rock check dams will be
installed to keep the transportation of solids to a minimum. The crossing installation will be
done during low-flow periods to cause the least impact. This will be a pemendicular crossing
utilizing the minimum easement allowed under Town of Cart Standards. This crossing is
unavoidable due to the location of the existing sewer being on the opposite side of the creek
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.
Page 9 of 12
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/ncwet]ands/strin,gide.litm1.
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.
N/A
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/wm/index.litni. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: Request letter submitted to NCEEP on 5/XX/2005, copy
attached. Will forward reply upon receipt. Mitigation not required as considered
allowable under NC0233.
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0, See Sheet 11, Section X
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) 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 ? N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. See Attached "RIPARIAN BUFFERS ZONE 1 & ZONE 2 MAP"
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,250 3 3,750 sf
2 440 1.5 606 sf
Total 1,654 4,356 sf
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
N/A. Portions of the buffer on the west side of the creek are no longer in place because of an
existing roadway. Buffer mitigation not required as considered allowable use per NC0233.
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.
No new impervious acreage is proposed, At present, the area of the sewer line installation is
Town of Cary right-of-way. Portions of this area are paved and portions are not. Silt fence will
be installed along both sides of the construction corridor. Rock check dams will be installed
along the downstream edge of the construction corridor.
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.
This waste water will flow to the South Cary WWTP. The Plant, rated at 12.8 mgd with over 5
mgd of excess capacity, has more than enough excess capacity to cover the additional 7,840
gallons per day proposed under this project. The Plant discharges into Middle Creek and uses
the following processes to treat the influent flow: bar screens, grit removal facilities, three
aeration basins four secondary clarifiers seven deep-bed tertiary filters, ultraviolet disinfection,
and a cascade aerator for reaeration prior to discharge.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this 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).
The Town of Cary is installing this project at its earliest convenience for two reasons. First,
several of the properties have failing septic systems which are an environmental concern.
Second, several of the properties have shallow water wells with poor quality water. _?-47 L2- c
Applicant/Agent's Signature D to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
ENGINEERING DEPARTMENT
May 6, 2005
North Carolina Ecological Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Attn: Ms. Carol Shaw
Re: Request for review of NCEEP - In Lieu Fee Request Form
By this letter, the Town of Cary seeks to inform the NCEEP of stream channel
and riparian buffer impacts to an unnamed tributary to Lynn Branch for the
Greenwood Acres Utilities Improvement Project in the Neuse Basin. It is the
understanding of the Town of Cary that this project is considered allowable under
NC0223, and therefore requires no payment into the North Carolina Wetland
Trust Fund or the Riparian Buffer Restoration Fund.
A Vicinity Map, Site Plan, and Riparian Buffer Map along with the NCEEP In Lieu
Fee Request Form have been included for your review. At this time, we have
determined the anticipated impacts to be as follows:
• Stream Channel: 20 linear feet
Riparian Buffer: 1,654 square feet (0.0380 acres)
o Zone 1: 1,250 square feet (0.0287 acres)
o Zone 2: 404 square feet (0.0093 acres)
Due to the urgency of this project, I am submitting the PCN application to the
DWQ and USACOE simultaneously with the submittal of this letter. If you require
any additional information, please feel free to contact me at 919-469-4335 or
i rrod.buchananCcDtownofcary.org.
Sincerely,
Jarrod . Buchanan
Project Engineer
TOWN Ot CARY
318 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512-8005
te1919-469-4030 • fax [phone]• wwv.townofcaiy.org
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM
IN LIEU FEE REQUEST FORM (revised 3/29/05)
Fill in information, print, sign, and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-
1652, or fax to 919-715-2219. Attachments are acceptable to clarify information on the form.
1. Name of Applicant or Agent Jarrod A. Buchanan
2. Name of Business * Town of Cary
3. Street Address * P.O. Box 8005
4. City, State, Zip * Cary, NC 27512-8005
5. Telephone * 919 ) 469 - 4335
6. Fax 919 388 - 5806
7. E-mail [e-mail]
8. Project Name * Greenwood Acres Utility Improvements Project
9. Project Location * Town of Cary Right of Way located between 1000 and 10002 Vickie Drive, Car
10. Lat-Long Coordinates Lat 35 deg 45.758 min N Long 78 deg 45.739 min W
11. River Basin * Neuse
12. Cataloging Unit (8-digit) *** 03020201
11. Project County* Wake
14. Riparian Wetland Impact
ac * N/A
15. Non-Riparian Wetland
impact ac * N/A
16. Coastal Marsh Impact (ac) * N/A
17. Stream-Cold Impact (ft) * N/A
18. Stream-Cool Impact (ft) * 20
19. Stream-Warm Impact (ft) * N/A
20. ** Buffer-Zone 1 Impact (sq
ft * 1,250
21. ** Buffer-Zone 2 Impact (sq
ft * 404
22. ** Buffer-Total (Zone 1 +
Zone 2 s ft * 1,654
-

Attachments? ? Yes Signature of Applicant or Agent.
/?._ ri
Date: i p 005 i i?t C.??.....
* Required information; zero answers in 14-22 should be indicated with "0" or "N/A", not left blank.
** Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba River Basins
and the Randleman Lake Water Supply Watershed.
*** Go to EPA "Surf Your Watershed" http;//cfpub__epa_gov/surf_/locate/index_cfm for CU determination.
Direct all questions to Carol Shaw at 919-733-5205 or [e-mail]
Attachment A-1
GREENWOOD ACRES PROPOSED SEWER MAIN
RIPARIAN BUFFERS
ZONE 1 and ZONE 2
1
GREENWOOD
c,
?FFk
CIRCLE'/
lo?
ZONE 1 /L CREEK
586 SF

ji'g'//%%
ZONE 1
664 SF
„+oo
ZONE 2
404 SF
ZONE 1 = 1250 SF = 0.0287 ACRES
ZONE 2 = 404 SF = 0.0093 ACRES
--
n

? SITE PLAN-_
REEN
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WOOD CIRCLE=
l
PROPOSED SEWER MAIN
CALE: 1"=120"X-z
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0
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El
? I H t - ---- ? LANNEXATION AREA LIMITS
Z

1
o ?.
SOIL
u
LPROPOSED CREEK CROSSING
a
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PROPOSED SEWER MAIN . 1
SCALE: 1"=120'
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N.T.S. - ~ / I I ! r / ! ~ ~ ~ vvvvv \ \ \ \ \ \ \ 1 \ ~
IRON FOUND ~ - ~ I I / Iv v v v ~~v vv - ~ \ \ \ \ \ 1 \ \ \ \
@ WHITE PINE ~ ? \ \ ! 1 I / 1 I \ \ \ \ \ ~ \ \
AND FENCE \6j\\ / l / 1 I I v ~ 1 \ \ \ ~ ~ ~
- ! \ WETLAND ACREAGE
~ - - ~ \2'4040 SO~ \ \ I 1 \ \ \ \ \
\ I I ! ~2ss1s st.tF~~ Wetland Total 0-50 50 150 >150 - \ 1 1 1 l `0.61 AC l
'40 \ \ 60 \ \ I 6 / / / \ \ \-OgMMON AREA_ ~ 1 11 I I !
\ e. \ - \ \ \ \ \ 3a83q SOFT I \ \ _ ~ 11 1 1 ~ ~ 1 1 I ~ A .11 .023 .087 0
, \ \ \ \ _ 363 \.\~0\\ \ \ \ / / / i \ ~r 11 I I11 I \ \ 10
1 \ ~ \ \ \ \ ~ -z$6}~-set - 0\ ~ \ \ \ \ \ \ \ \ \ \ / / / 1 - - - - ~ i ~ I \ B .36 .13 .22 0 , I ~ / / I v ~
I / / / I I ~ C .19 0 .08 .11
! ~'irl / / / ! ! I l
\ \ \ ~ \ ~ \ \ ~ ~ ~ / 1 ~ E v ~ / / , _ D
IRON \\'r^\\~\\\ I\\\\\\\\ ~ 11 \ / / / _ ~ / / sir ~ \ \ - \ 1\1 \ \ i / i Q.-_,; - % / / / ,
T.B.M. \ \ \ \ \ \ 1D ( \ i , ~ , I 1 .11 .050 ~ / ~ / E .26 .10
TOP OF IRON \ \ \ _ \ \ I \ f I ~ / / / / , ELEV. _ \ ~ 1 - W 1 1 I , \ ~ \ \ / / / / / /q /
3564.58 \ \ \ \0 1 \ 2 1 ~ _ ~ ~ i, / / / / / / !p/ / ip//// I I - ~ , ~ ~o, / / 1 \ TOTAL 1.32 .363 .657 .300 ~ , ~ / / / 1 / I
\ 1 1 111 \ 1 I 1 ` I / / / / / / / , / I r I 14 ~ / / / I ! ! I ~ BOOK OF RECORDS 727, PAGE 279 # _ 'n the
/ ! ! 29125 SOFT 0-50, 50 150, and >150 indicate wetland acreage withi /7 / I I i 1 ~ MAP # 1094199 BY ecified distances in feet from surface water.
1 I I \ 1 I 1 \ 1 \ ~ - , •,1 I EXISTING 1 1 1 / I as I 1 1 1\ ~ \ 1 1 1 \ t 1 POND I I I f l I I - ~ fi7-AO - _ _ ~ ROBERT E. GRINDSTAFF SP ( ) a i l I I I--- ~ 03 SQ I I I ~
a 1 \ \ \ \ \ 1 1 \ _ \ \ - - - \ ' I 1 303 SOFT ~ 1 \ \ \ \ 1 \ \ \ \ \ \ \ / I J 10!83 AC ( I '.83 AC I I I I ~
I I I I ~
\ \ \ ~ \ - ~ \ l ! I I I I i i~
\ 1 ~lA \ _ \ / / I J I I I / ~
~ \ \ \ \ \ \ ~~~\---~.---rte CO.MNIE)N\AR~A \ \ \ I 1 ~~_..~/i i /l I I I ~ 1804 SOF~ \ \ \ ~ _ - - ~ \ / / I I I I ~ / I I ~ / ;~f
10,50 AC. 1 \ \ \c`q , \ _ - - ` \ \ ``~6 \ \ \ \ ~ \ \ \ / ~ / ~ ~ i I I CALL TABLE I 1 I \ \ \ \ \ , - ~ \ l \ \ \ \ i , ) / ~ ? I / ,o, I I I n ~ ~o n
I I I ~ 1 /
COURSE BEARING DISTANCE ~ \ i~ON k \ \ \ _ , \ - \ \ \ \ ~ . ! ~ / ~ I I ! I ~ / , ~ ~
L-1 S 15'36 00"W 118.77' ~ \ / ! \ 1 \ \ \ \ \ \ \ ~ ' r l '__-1_1 - ~ l I I / / / J / / / / i l I I / / /
L-2 N 86'29'26"W 44.18' \t~ A ~ ' ~ \ \ \ \ \ \ \ 1 1 ~ 1 \ / / r 15 / / / ~
L-3 S 79'01'43"W 92.16' i ~ /1 \ \ \ ~ \ \ \ \ \ \ \ \ ~ N 88'58'50"W 34.87 o 1 _ _ \ \ ~ \ ~ \ \ ~ \ \ \ \ \ \ 1 I I f 1-T-- / / / _ L-4 v('° 2 v V v v .v v v v V A V A\ V\ \ 11 1 11 I I I I I / / /
=31~ L-5 N 55'36'47"W 66.74' I / I 30014 SbFT / / / / ~ 0.69/AC / I / / I / / /
L-6 N 55' 14'45"W 86,18' \ 2,Q298 FT \ ~ \ \ ~ \ \ \ \ \ \ \ \ \ 1 1 I IW \ 1 ( I / / ,~a L-7 N 30,45 28 W 37.64 N V v 10.51 A~ A v ~ v\\ V A\ 1\ 1 1 1 1~ 11 1 I I I /
L-8 N 0742'16"W 39.80' Sg. v ----~-r v v i V A\ VA 1 1 11 1 ~p 11 1 I\ / l I l I I / / / / ! / / / /
L-9 N 28'05'23"E 24.76' \ ~ j ~ \ \r. \ \ ~ \ \ 1 I ca 1 1 1 1 / ! 1 ~ ~ \ \11 11 1 ,1 1 1 / L-10 N 25'27'40"W 39.02' /2 \ Sy, 1 \ \ \ \ \ 1 1 111 1O 111 1 1 ~ 1 1 1 \ \ ( / 1 I / l l / /
2 \ \ \ 1 WI \ ! L-11 N 68 40'20"E 61.75' '88' ~ ; 1 1 \ \ \ \ \ \ \ 1 1 1 11 1 O ' I I I ~ 1 \ \ \ \ I / /
L-12 S 8745'28"E 58.78' ~ I I 1 ! \ \ \ \ \ \ 1 1 ~ I 1 ! 1 1 \ \ \ \ \ 1 I I , ~ ~ I 1 v, A VA A 111 IIIINII \1 1 1 11 1 v \ 1 / / / ~ 1 / /
/ , I \ H. \ \ \ 1 1 111011 1 1 , I \ \ \ \ I / ~ I I I /
' / / I ~ \ 1 1 1 1 1 1111 1 I ~ I V A 22 v\ V ) 1 1 1 I \ 32()98 SOFA \ \ ' ~ 25 vEG_TAT ' ~ / ~ I 1 ; 1 V A l 1 1 1 A 1 11 I I I V A ~F,~ ; 1 I / / / / I , / / /
3254,9 ~ 11 1 I ~ I v \ 1 I u ! I I , I \ \ 1 ~ 1 I \ \O~i4 O \ \ 1 \ ~ I
1~ l 11 I I I I 1 v \
• ~ ! 1 11 I I I I \ I ~ ~ ~ 11 I I I I I III 1 v v v\ \ \ v 11 v l I I I I I I l v v \ V I v
I_, ~ I I I I I I \ v v 1 \ v ~ I I\ ~ / ~ / / I/ I I I I I I I I ~ \ 1 1\ 1 I \ ! I / I ~ ~ 16 /
/ / ~ l I J 11 fll IIII II \ ~ ~ \ 111 1 I \ .I 3 / / l I I I \ \ \ \ \ I 1 \ 1 \ \ \ ~ FT / / 1 ~ ~ 2930, S~Q / / /
/ ~ I / ! III II II \ 1 1 1 \ ~ ~ ~ 0.67 AC" / / / / / /
RECORD OF DEEDS 84, PAGE 303 ~ 25726 SOFT / / / / IIII I I \ \ \ \ \ I
~ ~ / I I III \ \ \ \ \ \ \ 1 ~ \ \
~ I / / I / / / / ~ 1 1 1 1 1 1 \ \ \ \ C ~
\p ` \Y/l l11 '1
\ \ \ \ / ! I \ ` / 1 1
~ \ ` 1 1 1 1 \ \ \ 1 I I WETLAND
\ ~ \ \ 17' 1 I \ t I 1
v v v v I I ~~/i; ~ \29302 ~QFY J ~ 1 / ~
\ \ \ I l ~ I I III - _ _ I \ \ \
21.12 Total Acres \ \ \\\I I _ _ \ \ ~ \ \ I I ~ I I \ \ \ ~ ~ i ~
2.23 TOTAL ACRES IN COMMON AREA \ \ Q \ \ \ \ \ \ \ \ \ ~ 1 I r
\ ti \\~7~\~ \\\\~\\i - , - _ ~ /
V RAGE CROSS SLOPE IS 20% \ ~ ~ p \ \ \ ~ ~ / , A E ~ \ \ \ \ \ \ \
Q sR \ \ \ i'ce'---
/
1. BEARINGS RELATIVE TO A PREVIOUS SURVEY OF ADJOINING PROPERTY BY \ \ \ \ \ \ \ - - - - _ - - / / / /
ROBERT E. GRINDSTAFF, MAP # 1075149-2 DATED. OCTOBER 24, 1975. \ \ \ \ \ \ ~ \ \ \ \ _ _ _ _ _ _ _ _ _ _ \ ~ ~ i~ / l l l / / / / / / / / / / - - ~j MONUMENT
2. AREA COMPUTED BY COORDINATE GEOMETRY. 21.12 ACRES IN TOTAL TRACT _ _ _ , / / / / l l / / _ ^ _ •I FOUND
3. 3.57 TOTAL ACRES IN COMMON AREA \ \ \ \ \ \ \ \ \ \ \ ~ - _ _ ~ ~ ~ / / / / / / / / ,~i/
p 1 9 PAGE 37. \ \ \ \ ~ \ \ \ \ ~ - -3Il§2~' - ~ ~ . ` 1'6 / / / / / / ` 4. DEED REFERENCE: DEED BOOK 2 , _ ~ i
- 3-7411-000. \ \ \ ~ ~ \ \ , ~ ~ ~ , ~ ~L995T~ R ~ / / 1961 3 5. TAX MAP PARCEL \ \ \ \ \ \ \ ~ ~ - _ # \ \ \ /
\ \ \ ~ ~ 0"69 AC///~ / / / 6. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, WHICH ~ \ \ \ \ ~ \ ~ \ , ~ \ ~ \ ° ~ ~ ~ _ , ~ / / i~ / / /
MAY REVEAL ADDITIONAL CONVEYANCES, EASEMENTS, RIGHTS-OF-WAY OR 6 \ ~ ~ / / ~ " ~ /
RESTRICTIONS NOT SHOWN & IS NOT AN ALTA/AGSM LAND TITLE SURVEY. \ \ ` ~ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ \ \ ~ _ ' / / ~i ~ ~ j i ~ ~
HIP WERE TAKEN FROM CURRENT COUNTY TAX MAP \ \ \ ~ ~ ~ \ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ \ ~ ~ / / ~ 7. ALL PROPERTY OWNERS S ~ ~
RECORDS AND OR RECORDED PLATS ONLY. \ ~ \ ~ ~ ~ ~ ~ , , ~ ~ ` \ ~ - - ~ / ~ -~~o' ~
8. BY GRAPHIC DETERMINATION, THE SUBJECT PROPERTY LIES IN FLOOD ZONE 1. DRINKING WATER SOURCE TO BE INDIVIDUAL OR SHARED H S \ \ \ \ \ \ \ ~ ~ ~ , ~ ~ ' ~ ~ , ~ ~ "X" (AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN) AS BY WELLS. (NOT A COMMUNITY OR PUBLIC WATER sOp, \ ~ ~ \ ~ , \ ~ ~ , \ \ ~ ~ ~ \ J FOUND
THE FL000 INSURANCE RATE MAP, PUBLISHED BY THE FEDERAL EMERGENCY SUPPLY, WASTEWATER DISPOSAL METHOD TO BE ~ s6 \ \ ~ ~ ~ ~ ~ ~ , \ ~ ON ROCK ' ~ BOOK OF RECORDS 685, PAGE 874
COMMUNITY-PANEL NUMBER 370251 0152 E, ) 6~ MANAGEMENT AGENCY, SEPTIC TANKS. INDIVIDUAL LOTS APPROVED BY .~4, \ ` _ EFFECTIVE DATE: JANUARY 17, 1997• APPALACHIAN DISTRICT HEALTH DEPARTMENT FOR \ I -'-j I \ 9p~ MAP # 1075149-2 BY ROBERT E, GRINDSTAFF
SEPTIC SYSTEM. \ \ ~ I ~ ` gs h~~ 01
\ ~ 5 _ 5 1.y2~ K ~ i EY CREE
2. ALL UTILITIES TO BE INSTALLED UNDERGROUND. \ ~ \ ~ \ \ \ WpRL
TS TO BE SINGLE FAMILY. \ - - ~ ~ L-2 ~ 3. LO S
4. LOTS COMPLY WITH SUBDIVISION REGULATIONS. L-4 ~
RICHARD J. FRANKLIN
5. A WALKING TRAIL EASEMENT SHALL BE INCORPORATED ~-3 INTO THE BUILDING SETBACK LINES ALONG THE SIDE 028223
AND REAR OF ALL LOTS. WITH TRAIL WIDTH TO BE ,QO R P.E. NC F~
OWNER: JAMES BROTHERS ± 8' WIDE. $`~9 1 CR FF
..r IRON ~ .c.~ k
IyL/ )/Ln ai. nav WASHINGTON, DC 20007 SET 1
REVISIONS : 01-12-05, 03-02-05, 03-08-05, 04-26-05, 07-28-05 RING CORP. 5Hf' """E PROJECT ~ NO 2
DRAWN BY: EB MG APPROVED BY: RJF ATLANTIC PLAN ENGINEERING GRADING, DRAINAGE, AND THE VINEYARD AT LAUREL CREEK
DATE: 12-03-04 PROD. NO. P.O. BOX 1691
HICKORY, N.C. 28603 e-mail [e-mail] DWG. NO.: PROJECT; ninc.com EROSION CONTROL PLAN LAUREL CREEK TOWNSHIP, 1VATAUGA CO., NC 1
PHONE: [phone] FAX: [phone]
Yom. i
I