20060973 Ver 3_401 Application_20090109

KELLER ENVIRONMENTAI
ENVIRONMENTAL CONSULTANTS
7921 Haymarket Lane, Raleigh, NC
[phone]
Fax [phone]
OLD - ogI 3 v3
LETTER OF TRANSMITTAL
DATE: January 12, 2009
TO: NC Division of Water Quality ATTENTION: Cyndi Karoly
RE: Birchwood Homes
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WE ARE SENDING YOU THE FOLLOWING:
® Pre-construction Notification (PCN) ® Plans ® Maps ? Specifications
® Documents ? Other
THESE ARE TRANSMITTED AS CHECKED BELOW
® For approval ? As requested ® For review & comment
® Please reply ? See below ® For your files
? Regular Mail ? Fed-Ex ® Delivered by KE ? Picked Up
COPIES DATE DESCRIPTION
1 1-12-09 $240.00 Check
5 1-12-09 Cover Letter
5 1-12-09 PCN
5 5-13-06 Agent Authorization
5 USGS Ma with property
5 Soil Survey Ma with property line
5 11-20-08 Birchwood Signed Settlement Agreement
5 5-3-07 Birchwood Division of Land Resources Letter of Approval
5 8-2-07 Birchwood DW RFMI letter
5 7-24-08 Photographic Record
5 6-11-07 Birchwood email from Thomas Brown (COE)
5 6-24-08 Wetland Impact Map
5 8-14-07 Site Plan LS-lA
5 1-9-09 D Extended Detention Basin Supplement
5 1-7-09 D Extended Detention Basin Signed O&M Agreement
1 12-12-08 CD
THANK YOU!
Rec'd By: Signed
KE
KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
January 12, 2009
Thomas Brown
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Cyndi Karoly
DWQ 401 Wetlands Unit
2321 Crabtree Blvd
Raleigh, NC 27604
Re: Birchwood Homes
Keller Environmental Job No. 0732
DWQ Project # 06-0973
Nashville, North Carolina
Dear Mr. Brown and Ms. Karoly:
On behalf of MAEVCO, LLC, thank you for assistance from your offices. We are
pleased to submit the following project to you for US Army Corps of Engineers (COE) 404
and DWQ 401 approval using Nationwide Permit (NWP) 29. Birchwood Homes is an 18-lot
residential subdivision in southern Nashville, North Carolina.
Jurisdictional Impacts:
Impacts associated with this constructed project are to jurisdictional wetlands. The
impacts to the wetland involve 0.293 acre of fill, land clearing, and excavation. We are
requesting for an after-the-fact permit using NWP 29. The majority of the impacts are
associated with Par Drive and four adjacent lots. The proposed path of Par Drive will provide
access to this property from Golfers Lane. Upon Par Drive entering the property, the road
was immediately curved to the east to avoid the western wetland areas. The stormwater
pond on Lot 36 was strategically placed to avoid the western wetland areas and large ditch
while discharging to this adjacent ditch. The pond was also placed in an area where the pre-
existing flow discharged. As outlined in our previous meetings and discussions, it is our
understanding that the impacted wetlands conducted and proposed will be allowed to
remain.
Stormwater Detention & Treatment:
The existing dry detention basin was designed according to the Town of Nashville Pre-
and Post-Development stormwater control. This includes the 2- and 10-year storms. It is our
understanding that no modifications to this existing pond will be requested per previous
communications. Please also refer to the attached Dry Detention Extended Basin Worksheet,
Checklist, and signed Operation & Maintenance Agreement. The May 3, 2007 Division of Land
Resources Approval Letter is also attached for your files.
COE 404 & DWQ 401 Authorization
Birchwood Homes
January 12, 2009
Page 2 of 2
While under construction, temporary, custom sedimentation basins will be installed
outside of the wetland areas to protect them against sedimentation along with other appropriate
sedimentation and erosion control measures in compliance with Town of Nashville, Nash
County, & NC Sedimentation and Erosion Control requirements.
Thank you for your assistance with this project. We have attached several items to the
attached PCN to assist your staff's review of the project. If you should have questions or require
additional clarification please feel free to contact me at 844-7437 (office), 749-8259 (cell) or
email: [e-mail].
Sincerely,
Keller Environmental, LLC

Jay Keller
Principal
Cc: Nils Joyner, P.L.S.
cu- o q 'l ,3 v3
OF `V ATF9
o? pG Office Use Only:
o ? P A ? Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Birchwood
2b. County: Nash
2c. Nearest municipality / town: Nashville
2d. Subdivision name: Birchwood
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Maevco Development LLC
3b. Deed Book and Page No. 2122; 645
3c. Responsible Party (for LLC if
applicable): Claude Mayo
3d. Street address: 3051 Sunset Avenue
3e. City, state, zip: Rocky Mount, NC 27804
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Jay Keller
5b. Business name
(if applicable): Keller Environmental LLC
5c. Street address: 7921 Haymarket Lane
5d. City, state, zip: Raleigh, NC 27615
5e. Telephone no.: 919-844-7437
5f. Fax no.: 919-844-7438
5g. Email address: [e-mail]
Page 2 of 11
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 380016947624
1 b. Site coordinates (in decimal degrees): Latitude: 35.958595 Longitude: -77.952305
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 11.20 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Sapony Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV: NSW
2c. River basin: Tar-Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Mostly forested tract with 2 existing roads and infrastructure. A dry detention pond exists in the southwest property
corner.
3b. List the total estimated acreage of all existing wetlands on the property:
2 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0 linear feet
3d. Explain the purpose of the proposed project:
The proposed and existing impacts to the wetland areas are necessary to complete the subdivision, thus sustaining the
development of the residential areas.
3e. Describe the overall project in detail, including the type of equipment to be used:
18 residential lots and one BMP lot are proposed for Birchwood Subdivision. The existing and proposed impacts to the
wetland areas are associated with one road, stormwater structure, and 3 lots. Equipment used included trackhoes,
bulldozers, and other land grading equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Keller Environmental
Name (if known): Jay Keller Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
June 6, 2007
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions. Include the Corps Action ID Number, DWQ Project
Number, application date, and dates permits and certifications were issued or withdrawn. Provide copies of
previously issued permits, certifications or other useful information.
Corps Action ID #200420354; DWQ Project #06-0973; please refer to the attached correspondence.
Page 3of11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
Lot 6 ®P ? T Land Clearing / Headwater ® Yes ® Corps 0
070
Fill ? No ? DWQ .
Lot 8 ®P ? T Land Clearing Headwater ® Yes
? No ® Corps
? DWQ 0.017
Lot 9 ®P ? T Land Clearing Headwater ® Yes
? No ® Corps
? DWQ 0.000 (10 SF)
Lot 23 ® P ? T Land Clearing / Headwater ® Yes ® Corps 0
028
Fill ? No ? DWQ .
Lot 36 ® P ? T Land Clearing, Headwater ® Yes ® Corps 0
028
Fill, Excavation ? No ? DWQ .
Rdway ® P ? T Land Clearing / Headwater ® Yes ® Corps 150
0
Fill ? No ? DWQ .
2g. Total wetland impacts 0.293
2h. Comments: Impacted wetlands include Lots 8, 9, and 36; and roadway.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - PER or
404, 1
-
(Corps
0
sW
rr
Permanent (P) or intermittent DWQ
-
non-
404
, dth (linea
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number- (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number-
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
?Yes
131 ?P?T ? No
?Yes
B2 ?P?T ? No
? Yes
B3 ? P ? T ? No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed path of Par Drive will provide access to this property from Golfers Lane. Upon Par Drive entering the
property, the road was immediately curved to the east to avoid the western wetland areas. The stormwater pond on Lot
36 was strategically placed to avoid the western wetland areas and large ditch while discharging to this adjacent ditch.
The pond was also placed in an area where the pre-existing flow discharged.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment fence and numerous check dams were placed in the roadside swales and large southern ditch to protect
downstream water quality. Minimal grading was conducted in the pre-existing ditch in front of Lots 8 &9 and the access
area to Golfers Lane. Large logging mats were used during the initial clearing and grading to avoid additional wetland
impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c.
If yes, which mitigation option will be used for this
project? ? Mitigation bank

? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ? No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 17.9%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Total acreage: 11.20 acres. Impervious
areas: pre-existing-0; proposed- 2.00 acres. Proposed impervious areas include 0.76 acres of roads and 1.24 acres of
houses and driveways.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Nashville
? Phase II
® NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): ® Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
? Yes ? No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ® Yes ? No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ® Yes ? No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): The April 18, 2007
Notice of Violation stated that approximately 12,000 square feet of wetlands and 765 linear feet of intermittent stream channel
were impacted. After subsequent site visits with Mike Horan (DWQ), Thomas Brown (COE), & Jean Manuele (COE) and
other involved parties on May 17, 2007, June 6, 2007, and thereafter, it was determined that southern drainageway was an
ephemeral non-jurisdictional ditch. Also, the road and adjacent areas impacts along with the stormwater pond area was
determined to be approximately 0.195 acres. Attempts to minimize wetland impacts to less than 1/10th acre were conducted
while the jurisdictional determination was on-hold due to the Rapanos Supreme Court isolated wetlands moratorium.
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
To the Town of Nashville WWTP.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted. ?
Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS and NC Natural Heritage Databases and Maps were consulted. No endangered species or designated critical
habitat impacts are anticipated.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NC Natural Heritage and South Atlantic Habitat and Ecosystem IMS Databases and Maps.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office Databases and Maps.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? The surveyor confirmed that the project is not in a
FEMA floodplain area.
Jay Keller e 1-12-2009

Applicant/Agent's Printed Name pli Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
June 5, 2€ 06
TO- Keller Environmental, LLC
124 V V.aiters Way
Your?gsviliex NC 27596
FROM: clau a Mayo
PO box 1238
Rocky Mount, NC 27802
I
C? dlVlayo. as a representative concerning the property on
p
_ _
osath i 5 _1. __, de hereby authorize and give permission, for feller Environmental to
represent or act as? agent on our behalf and allover the COO or any rather regulatory agency to
go on the property with a feller Environmental representative for such purposes as necessary
to perforce the fob tasks.
Mr, Claude Mayo Date
PO Box 1238
Rocky Mount, NC : 7802
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STATE OF NORTH CAROj MA
COUNTY Og NASH
MWVCO Development
Petitioner,
. V..
N.C. DPerttnent of FMimn ent and
NauzW Resources, Division of Water
, OF
ADMINISTRATIVE HE
ARINGS
'09 HER 1313
ANDA?GREE ??
WZ' M.RAWAi, OF PETT.t`ZlON
MaeVco Development, LLC, Petitiot<er, ad the Nowt Carplit?a cf
Encnt and Natural RESOUt+ces; DfvWo?j of Water Quality' ("pQVQ'), Responded, outer into this 'hereby
SettIftent A
ent ("Agreement-) in order to resolve a waiter in controversy
bollveon them Pursuant to N.C. , Stet. § 15013-31(b). This matter arm out of the asses
of a civil penalty and enforcement costs is the amotmt of eight
thousand, four Hundred Jwem
three dollars and ninety cents ($8,423.90) (DWQ No. 'WQ-2007-0007) by .
Rcspondett'against
.Petitiottet: The evil penalty was assessed nun APzil ?5, 2008, for the fallowing alleged violations:
rcmovmg the natural wetland habitat in violation of 15A NCAC 0213 0231(a),
and -Wing to Obtain a 401 W? ro)(1)> and (bX,?,
Qty Cotfltiration for to Ping fill in wetlands in
violation of 15A NCAC 2H .0501 and .0502, as mom may described in the Civil P
Assessment; ? Docdanear Consti ?oalty
ttrting boy Action in this contested case.
. Withal any hearing of fast or law in the above-styled matter, rr IS TIUUWOpX
AGREED BY THE PARTIES THAT.
1 • In order tb avoid the cost and delay of further, litigation and without any admission of
&Wt or lz4b*ty by Petitioner, the parties have entered into ties Agwment and have

agreed that all parties have been correctly designated and that there is no question as to
misjohxkr or nonjoinder.
2. Petitioner shall pay Respondent six thousand twenty4vft dollars and ninety cents
($6,023.90) ("'Sell meat Amounf), which includes five thousand six hundred dollars
($5,600.00) for the civil penahies and four tWndred twenty-th= dollars and ninety cents
($423.90) fot investigative costs, in full srtilemeat of the civil penalty assessment of
April 25, 2005. The Settlement Amount shall be made in a lump sum payment due within
sixty (60) calendar days of the exec tdon of this Agreement. The payment shall be made
by check and made payable to the "North Carolina Depattmart of &*onnnent and
Natural Runes" (or to -NC DEMR-), and d&VCrW to the following address:
Breach Mcnard
Associate Attcsmey General
N.C. Department of Justice
Environmental Division
9001 Mail Service Center
Raleigh, North Carolina 27699-9001
3. Within sixty (60) calendar days of to execution of this A nt; Petiticinrx intact
submit a cot*ete application including appropriate application fee for a 401 Watch
Quality Certification, the 401 Water Quality Certification application may be found at
?ttoJ/h2o enrstate?oc us/nc,wetlaads/docwmenu/PCN- This application must
be submitted to Respondent, and must include a full and complete "Pon
Notification Application" ("PON'% including all necessary attachments. The PCN and
necessary attachments, m order to be considered complete, mast include:
a. , The endure PCN, numbers Y tbwugh XV as well as tlne appficartt/sgeat siguature,
filled out completely and acutely;
2

b. A complete and accurate description of the square footage and acreage of all
wetland impacts (which includes eathw fill, culverting, and rip-M) that aft to
retrain at the sect tract; as well as an attecebed map, developed to scale, which
identifies and depicts them;
c. A complete set of site plans, including a vicinity map depicting the location of the
impacted property described m. the Civil Penalty Amt (parcels located off
Par Drive and Birdie Drive in the Birchwood Subdivision in Nashville, Nash
County, North Carolina), as well as a site-specific map detailing the loeadim of all
lots, roads, utilities, sftams; and wetlands within the property and the immodift
atca, and all respective impacts, developed to scale.
4. In the event Petitioner frills to comply with any of the conditions of this Agreement or
any of the DWQ approvals obtained hereunder, Petitioner shall immediately owe
Respondent the entire amount of the original cavil penalty assessment, ie., eight
thousand, four hundred twenty-thee donars and ninety cents ($8,423.90); less any
payments already trade.
5. Petitioner expressly agrees that by entering into this Agreement, Pe'titionet waives, for
purposes of collection of any sums due hmundear any and all defenses to the underlying
civil penalty assessmmt, and that the issues is any action to collect said pendty will be
limited to Petitioner's compliance with the terms of this Agreement
6. . Nothing in this Agreement shall restrict the right of Respondent to finpod or take
MfolCement action against Petitioner for any new or sub9egaeut violations of the water
quality statutes, the relevant rules promulgated theroundm or any 441 Water Quality
3

Certification held by Petitioner. Sirnitarly, nothing in. this Agmemod shall cesthot the
right of Petitioner to contest a new or subsequent tnfot+cemerd action,
7. The parties agree that the consideration for this settlement is the promises contained
herein and that this Agreement contains the whole agreement between them.
8. This Agreement shall be binding upon the parties, their successors and assigns, upon
execution by the undersigned, who reprrsent and warrant that they are authorized to enter I
into this agreement on beb$kf of the parties hereto.
9. DENR and Petitimier agree that, for purposes of any future bankruptcy proceeding, this
Agreement is not intended as, nor shall it be deemed to coostitute, a novation of airy
claims asserted by the RaVondent against Petitioner. Petitioner further agrees that all
sums payable, to the Dqmtbft of Environment and Natural Resources C DENR")
pursuant to this Agreement art nondischargeable in bankruptcy under 11 US.G. § 523.
Nothing is this Agreema t releases any nondisclwgeability claims that may be asserted,
by DENR in any bankruptcy proceeding, and nothing in this Agree ma t shad be deemed
a waiver of DEWs right to rely on the native of any claim or debt released in this
Agreement to show that the claim or debt is nondischargeable.
10. This Agreement shalt be binding Von the parties and is entered into lmowingly,
intelligently, and voluntarily.
4

w,:r R&wAL OF PETMON
Entry of this Agreemart serves as Peflioner's Voluntary Witbdmvml oath PMudice: of its
Petition for Conteded Case Haring in these matteas. The parties agree this rnat6m is conchgl
and that no fintba prowedinp are needed or required to reanlve the c sW case.
MAEVCO DEVM OPMENT, LLC
By: By:
David Combs
Manbexft4am s
Maevco DevelopoSt, LLC
3051 Sunset Avenue
Rocky MwM Nm & Carolina 27804
Daft:
NORTH CAROLINA DEPARTMENT
OFIIWMNMENT AND NATURAL
RESOURCES, DIVISION OF WATER
QUALITY
r
Water Protection on.
Division of Water Quality
Depstbmamt of Bnvironmea and
Natural Rcsourew
Date: I ??
ROY COOPER
ATTORNEY GENERAL
By, ?...?
G1 D=
Attorney at IA w
Repuusenft Petitioner
301 Fayetteville Street, Suite 1900
Raleigh, NC 27601
[phone]
By: At. e?yjjj?
a?
Associate Attorney Gw aal
Ruing Rcspmdmt
N IC. State Bar No. 35445
North Carolina Department d 7uspice
Em?' wrg -entai Division,
9001 Mail SeMw Ceww
kaWgk NC 27699-9001
[phone]
,(919) 71"766ff2x
Date: // /i3/ oS
Date: LUA,
1 IWL7/=
Al-'ViRAA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
DRY EXTENDED DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /if) must be printed, filled out and submitted along with all the required information.
I PROJECT INFORMATION
Project name Birchwood Subdivision - Section 7
Contact person Joyner Keeny, PLLC (Nils Joyner, PLS)
Phone number 252.977.3124
Date 12/30/2008
Drainage area number Dry Detention Basin #1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 1,537,668.00 ft2
Impervious area 226,037.00 ft2
% Impervious 0.15
Design rainfall depth N/A in
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr rainfall depth N/A in
Rational C, pre-development 0.3 (unitless)
Rational C, post-development 0.3 (unitless)
Rainfall intensity: 1-yr, 24-hr storm N/A in/hr
Pre-development 1-yr, 24-hr peak flow N/A ft3/sec
Post-development 1-yr, 24-hr peak flow N/A ft3/sec
Pre/Post 1-yr, 24-hr peak control #VALUE! ft3/sec
Storage Volume: Non-SR Waters
Design volume 8,956 ft 3
Sediment storage volume provided N/A ft3 OK
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth N/A in
Pre-development 1-yr, 24-hr runoff volume N/A ft3
Post-development 1-yr, 24-hr runoff volume N/A ft3
Basin Design Parameters
Drawdown time N/A days Drawdown is too long, 5 day maximum time allowed
SHWT elevation N/A fmsl
Basin bottom elevation 179.93 fmsl #VALUE!
Storage elevation 183.00 fmsl
Basin side slopes 3 :1 OK
Top elevation 184.93 fmsl OK
Freeboard provided 1.82 ft OK
Basin Bottom Dimensions
Basin length 68 ft
Basin width 23 ft
Length to width ratio 3 :1 OK
Additional Information
Total runoff volume captured by basin 2.47 ac-in Forebay is not required
Forebay provided N (Y or N)
Is basin in a recorded drainage easement? Y (Y or N) OK
Does basin capture all runoff at ultimate build-out? Y (Y or N) OK
Is a sediment depth indicator included? N (Y or N) A sediment depth indicator must be included.
Does the basin include a drain? Y (Y or N) OK
Permit No.
(to be provided by DWQ)
Opp( ANA?F9?G
r
o Y
Form SW401-Dry Extended Detention Basin-Rev.1 Parts I. & II. Design Summary, Page 1 of 1
Perrnit Number:
-' (it) be provided by DRQ)
Drainage AreaNumber:
Dry Extended Detention Basin
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The dry extended detention. basin system is defined as the dry detention basin, outlet
structure, pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
does
does not incorporate a vegetated filter at the outlet.
V\j
This system (check one):
? does
does not incorporate pretreatment other than a forebay.
V\j
Irn.porta:nt.m.ai penance procedures:
- The drainage area will. be managed to reduce the sediment load to the dry
extended detention basin.
- li-n-mediately after the dry extended detention basin is established, the vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- No portion of the dry extended detention pond will be fertilized after the first
initial fertilization that is required to establish the vegetation.
- I will maintain the vegetation in and around, the basin at a height of
approximately six inches.
- Once a year, a dam safety expert will inspect the embankment.
After the dry extended detention basin is established, it will be inspected once a quarter
and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in
a Coastal County). Records of operation and maintenance will be kept in a known set
location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem-, How I will remediate the problem:
The entire LIMP "Trash/debris is present. Remove the trash/debris.
The perimeter of the dry Areas of bare soil and/or Regrade the soil if necessary to
extended detention erosive gullies have formed. remove the gully, and then plant a
basin ground cover and water until it is
established. Provide lime and a
one-time fertilizer ?phcatroii, _.w_
Form SW401-Dry Detention O&M-Rev.3
Pate I of 4

BMP element: Potential problem: I-low I will remediate the problem:
The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the
Swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
1 rosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated Search for the source of the
and reduced the depth to 75`rb sediment and remedy the problem if
of the original design depth possible. Remove the sediment and
(see diagram below). dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or Provide additional erosion
riprap is displaced. protection such as reinforced turf
matting or riprap if needed to 1
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.

The main treatment area
Sediment has accumulated _
Search for the source of the
and reduced the depth to 75 sediment and remedy the problem if
of the original design depth possible. Remove the sediment and
(see diagram below). dispose of it in a location where it
will not cause impacts to streams or
the 13MP. Revegetate disturbed
areas iininediately with sod
(preferred) or seed protected with
securely staked erosion mat.
Water is standing more than 'heck outlet structure for clogging.
5 days after a storm event. If it is a design issue, consult an
appropriate profe5sional.
Needs and noxious plants are Remove the plants by hand or by
growing in the slain wiping them with pesticide (do not
treatment area. spray).

BMP element: Potential problem: How I will remediate the problem
The embankment Shrubs or trees have started Remove shrubs or trees
to row on the embankment. immediately.
_
Grass cover is unhealthy or Restore the health of the grass cover
eroding. - consult a professional if necessary.
Signs of seepage on the Consult a. professional.
downstreain face.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
_
i The receiving water Erosion or other signs of Contact the NC Division of Water

damage have occurred at the ?
Quality 401 Oversight Unit at 919-
outlet. 733-17$6.
The measuring device used to determine the sediment elevation shall be such that it will
give an accurate depth reacting and not readily penetrate into accumulated sediments.
When the basin depth reads 180.7 feet in the main pond, the sediment shall be removed.
When the basin depth reads N JA feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blank0
Teinporary Pool Elevation 183.0
Sediment Removal .E N/A I Te iporar fool emporary ool
-------------- oliune Sediment Removal Elevation 180.7 Volume
13'ottaua Elevation N/A 25%
Sediment Bottom Elevation 170.93 25% ediinent
Storage Storage
FORE13AY MAIN POND
Permit Number:
(to be provided by DIVA)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project naive: Birchwood Subdivision - Section 7
BIVI' drainage area nuinber•: Dry Detention Basin 41
Print name: Maevco, LLC - David Combs
Title: Partner
Address: 3051 Sunset Avenue. Rocky Mount, NC 27804
Phone: [phone]
t
Signature: ?- -
Date:_ 4117/0
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, 0/Y.6r1 . a Notary Public for the State of
"AM ??fira,& , County of A/,4:5,4 , do hereby certify that
'bn v/ 'D U), caxy hs personally appeared before me this
day OAti&g2etl -2p
and acknowledge the due execution of the
forgoing dry detention basin maintenance requirements. Witness my hand and official
seal,
EEN J. WANIBOLT
PUBLIC
NASH COUNTY .C.
SEAL
i o
My commission expiresf 2 1-32

State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
RiA
NCDENR
NORTH CAROLINA DEPARTMENT OR
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
May 3, 2007
David Combs
3051 Sunser Avenue
Rocky Mount, NC 27804
RE: Project Name: Birchwood Subdivision Section 7
County: Nash
Submitted by: Joyner, Kenny & Associates
20p1 Date Received: April 17, 2007
Date Processing Initiated: April 17, 2007
Watershed: Tar-Pamlico #1/03-03-02
New Submittal O Revised (X)
Dear Mr. Combs:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find
the plan to be acceptable and hereby issue this letter of approval. If any modifications,
performance reservations, or recommendations are applicable, a list is enclosed and is
incorporated as a part of this letter of approval, The enclosed Certificate of Approval should be
posted at the job site. In addition, it should be noted that this plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, in
accordance with Title 15A, North Carolina Administrative Code (NCAC) 46.0029.
If any modifications are not incorporated into the plan and implemented in the field, the
site will be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina
General Statute (NCGS), 113A-61:1-).
15A NCAC 4B.001 8(a) requires that a copy of the approved plan be on file at the job site.
Also, this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform
periodic inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this
project it Is determined that the Erosion and Sedimentation Control Plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through
66), this office may require revisions in the plan and Its implementation to ensure compliance
with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] PAX(919)671-4718
An Equal Opportunity Affirmative Action Employer 60% recycled/10% post-consumer paper
David Combs
May 3, 2007
Page 2
Acceptance and approval of this plan is conditioned upon your compliance with
applicable federal and state water quality laws, regulations and rules. This could include the
Division of Water Quality under stormwater or other specific water quality standards, and the
U.S. Army Corps of Engineers under Article 404 jurisdiction. Our approval does not supersede
any other required permit or approval.
Since this project disturbs one or more acres, one such approval relates to the
stormwater that will discharge from your project. This runoff is permitted pursuant to the
National Pollutant Discharge Elimination System (NPDES) administered in North Carolina by the
Division of Water Quality (DWQ). Attached is the General Stormwater NPDES Permit,
NCG010000, as revised October 1, 2001, covering your activity. You are responsible for
complying with the General Permit requirements and.are subject to enforcement by DWQ for
any violations of the General Permit.
Due to the location of this project, it should be noted that a rule to protect and maintain
existing buffers along watercourses in the Tar-Pamlico River Basin became effective on January
1, 2000. The Tar-Pamlico River Riparian Area Protection and Maintenance Rule (15A NCAC 2B
.0259) applies to all perennial and intermittent streams, lakes, ponds and estuaries in the Neuse
River Basin with existing vegetation on the adjacent land or "riparian area". In riparian areas
with existing vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land
disturbance or new development within the first 30 feet of land next to the water (the remaining
20 feet of the total buffer must be revegetated upon completion of any proposed land-disturbing
activity). In riparian areas with existing vegetation that is less than 30 feet wide, the rule
prohibits land disturbance or new development within the area that contains the existing
vegetation (but not the entire 50 foot riparian area). For more information about this riparian
area rule, please contact the Division of Water Quality's Wetland/401 Unit at 919-733-1788, or a
Division of Water Quality representative at this regional office.
Please note that this approval is based in.part on the accuracy of the information
provided concerning financial responsibility. You are requested to fife an amended Financial
Responsibility Form if any changes become necessary. In addition, it would be helpful if you
would notify this office when the proposed land-disturbing activity covered by this plan is
initiated.
Your cooperation is appreciated and we look forward to working with you on this project.
If there are any questions, please do not hesitate to contact this office.
Sincerely,
AA4,
Karyn Pageau, EIT, CPESC
Asst. Regional Engineer
Land Quality Section

KP:cIm
cc: Nils W. Joyner, Jr., PLS, Joyner, Kenny & Associates
Chuck Wakild, Division of Water Quality
r David Combs
May 3, 2007
Page 3
PROJECT NAME: Birchwood S/D Sec 7 1 DATE RECEIVED: April 17, 2007
LOCATION: Nash-2007-007
New Submittal () Revised
easons for Disapproval 0
REVIEWED BY: JW
Modifications (X) Performance
1) Provide revised mulch rate at 2 tonslacre on drawings.
2) Provide vegetative stabilization timetable on the drawings such as, Disturbed
areas left inactive between any phase of grading shall be temporary seeded
within 15 working days or 30 calendar days, whichever is shorter. Provisions for
permanent ground cover must be accomplished on exposed slopes 21 calendar
days, and in remaining areas within 15 working days or 90 calendars days,
whichever is shorter."
3) Provide 1 copy of drawings revised as result of requested changes to this office
by June 5, 2007 or prior to construction beginning, whichever is sooner.
RECOMMENDATIONS AND/OR COMMENTS:
1628 Mail Service Canter, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
Michael F Fasle.y, Governer
t. William Cy. Ross k., seerdary
7 North Crarolina Department of Environment and Natural Resources
j w a Coleen N. Sullins, Director
Division of Water Quality
Atrn(fl5t 2, 2007
DWQ Project 4 06-0973, Eder. 2
Nash County
CERTIFIED MAIL: RETURN RFCEIP'T REQUESTED
Mr. Claude Mayo
P.O. Box 1238
Pocky Mount, 'NC 27802
Subject Property: Birchwood Homes - AFTER-THE-FACT
Ut to Sapony Creek. [030302, 28-55-(1), C'. NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Mayo:
On July,. 26, 2007, the Division of Water Quality (DWQ) received your After-the-Fact application dated
July 25, 2007, to fill or otherwise impact 0.249 acres of 404hvetland and 0.00 square feet of Zone 1. Tar-
Pamlico River basin protected riparian buffers and 0.00 square feet of lone 2 'I`ar-Pamlico River basin
protected riparian buffers to construct the proposed residential subdivision. Tile DWQ has determined that
your application was incomplete and/or provided inaccurate information as discussed below. The DWQ
Will require additional information in order- to process your application to impact protected wetlands
and/or streams on the subject property, ffherefore, unless we receive fnve copies of tile additional
information requested below, we will have to move toward denial of your application) as required by 15A
NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following; information so that we may continue to review your project.
Additional Information Requested:
1. Please building envelopes for all the lots with wetland, strearns or buffers on the; site plans.
2. It appears additional wetland impacts will be required to access Lot 8. Please address this.
3. Please provide detailed plans showing culverts/crossings. It is unclear how hydrology will be
maintained in wetlands on Lot 6.
4. Please explain why the storin water pond cannot be reconfigured to ininin7ile or avoid impacts to
wetlands shown as being impacted,
5. Please complete Section VI, No. 8, regarding construction of the proposed storrnwater pond.
Please submit this information within 30 calendar days of the date of this letter. If we do not receive this
requested information within 30 calendar days of the date of this letter, your project will he withdrawn
and you will need to reapply with a new application and a new fee.
ct??
401 Ovvsipt/E.xpress Review Permitting Unit ,ltlXfllCl??il?
1650 Mail service Center, Raleigh, North Carolina 27699-1.6.50
2:321 Crabtree Bouievaid, Suitt; 250 Raleigh, North Carolina 27604
Phone. [phone] / FAX [phone] Interne'. iitzty Ltli2o.^nrstatc.nc kv,1nmedisids
An Equal OpportunitylAfTirmative Action Employer -- 7131%. kecydedll0% Post Consumer Paper
Mr. Claude Mavo
Page 2 of 2
August 2, 2007
'l his letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are Jot
authorized (at this time) by the DWQ. Please call Nl.s. CCyndi Karoly or Mr. lan McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi K.aroly.. Supervisor
401 Oversight/F;Npress Review Permitting Unit.
C BK/ijrn
M Lauren Cobb, DWQ Raleigh Regiomal Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jay Keller, Keller Environmental, 7921 I-laymarket Lane, Raleigh, NC. 276 t
060973 Ver7.tiirctiwoodI iml csftishjOn_I Told
BIRCHWOOD SUBDIVISION
NASHVILLE. NC
CLIENT: KE PROJECT I DATE: July 24, 2008
MAEVCO Homes NUMBER: 0732
SITE LOCATION: Birchwood Subdivision, Nashville, NC I
PHOTOGRAPH
NUMBER: 1
COMMENTS:
North view of Par
Drive and pre-
existing ditch from
Lot 8; Golfers Lane
in background.
PHOTOGRAPH t
NUMBER: 2 ,
COMMENTS:
Southeast view of
Par Drive roadside
area and Birdie
Court intersection
from Lot 9.

Page 1 of 1
Jay Keller
From: Brown, Thomas L SAW [[e-mail]]
Sent: Monday, June 11, 2007 9:18 AM
To: Jay Keller
Cc: [e-mail]; Nils Joyner
Subject: RE: Birchwood & Richard Spoor; thank you
Jay,
That is correct, as long as they meet the conditions of a NW29, including avoidance and minimization. Once the survey is finished
please send me a map that shows their impacts, along with all of the wetlands. Also a map of the plans.
will see what I can find out about the workshop. I don't know why you didn't receive anything about it.
Thanks,
Thomas Brown
Regulatory .Specialist
US Armv Corps of Engineers
Raleigh Regulatory Field Office
919-876-8441.222
From: Jay Keller [mailto:[e-mail]]
Sent: Thursday, June 07, 2007 4:49 PM
To: Brown, Thomas L SAW
Cc: [e-mail]; 'Nils Joyner'
Subject: Birchwood & Richard Spoor; thank you
Hello Thomas, many thanks to you and Jean for coming out to birchwood yesterday. To clarify the results, we have affirmed the
wetland delineation that I flagged and Kevin Yates field reviewed 2'/z years ago. However, the isolation call will be determined in
the near future, possibly next week, according to Jean. Once the isolation call is confirmed, we will finalize the 401 permit and
404(NW 29 if necessary). We are planning on proceeding with the current project Monday. We also understand that we cannot
exceed the 1/10 acre impact threshold that we discussed yesterday until the applicable permit(s) is issued.
Please let us know if the above is correct and copy all parties. Please let us know if you need anything. This includes the
surveyor signed maps, data forms, etc.
Richard Spoor- As I told you, Nils, Patrick, & I met with Richard yesterday morning. Nils plans on having the wetlands and impact
areas surveyed next week. These results will be provided to you and Mike quickly.
Lastly, I plan on coming to the workshop on the 13th and 14th. Please email me any information and/or add me to the listserv.
Thanks for everything, including your prayers for Justin, and have a blessed day. Jay
Jay Keller
Principal
Keller Environmental, LLC
7921 Haymarket Lane
Raleigh, NC 27615
[phone] office
[phone] fax
[phone] cell
1/7/2009
LEGEND SITE INFORMATION
EXISTING CURB & GUTTER TRACT ACREAGE: t 20.88 Ac.
PR P D CURB & GUTTER BIRCHWOOD PARK 0 OSE ~ No. OF LOTS: 35 plus one
unbuildable lot
00o DRAINAGE PIPE, FES (FLARED LINEAR FOOTAGE END SECTION) & RIP. RAP OF STREET: 12200 LF
~ ° GOLFERS LANE AREA OF z~ 0~ 50'
STREET R/W: t 2.60 Ac. m~ ~0
CATCH BASIN, DRAINAGE ~I' ~ ~ \ PIPE & JUNCTION BOX ZONE: A-1 WS PRESTWICK g\~ ~ 1
DR, I f MINIMUM BUILDING SETBACK R .TYPICAL SIGHT DISTANCE ; ; EASEMENT a e' za' s' 6'
/ REQUIREMENTS: 5 ! I (SDE)
FIR HY RAT ! / R
T E D NW BLOCKING FRONT: 50 Feet q~ ! / EE & G.V. / q N / l SIDE : 15 Feet FAR SO C I / I W
REAR i 40 Feet ST GT,y y1Ly ! / 1 7U SEWER MAIN W/MANHOLE SrR S8 ! 1 ! 70 ~ ~ 0.02 0.08 4 2
SIDE STREET: 25 Feet FFj. 1 I ! 1 ~ - ~-I 11-1 . t III-111- 1 r-- ~
MIN, LOT WIDTH I - I I-1I Ir I I ~I I 1=1 z• sF~SA AsPHa.T I I I„I ' I I~ ~ ,I I1= -I I i l I=III: s°aec ~ ~
BLOW oFF AT MBL 100 Feet NOT TO SCALE I I MIN. CORNER LOT WIDTH !
v T Y M a P I XI TIN OVERHEAD UTILITY I C I N 1 _ E S G ' nor WIRES AT MBL 115 Feet / ; ~ , PRESTWICK DR, BIRDIE DR, EAGLE DR, PAR COURT CROSS SECTION i
, EXISTING SEWER MAIN , / _ NOT. TO SCALE e ~
EXISTING WATER MAIN ` ~ / ~ ; ~ ' / ~ ~ " p ! l ! r' ~ 845 A qRk ~
EXISTING GAS MNN I \l.~ , ~ / l I / G;45 NC, 9 ~9 /~C NOTE: \ ~
\ PROPOSED WELL I ~ ! J ® ~ _ , e JOYNER, KEENY & ASSOCIATES NOT RESPONSIBLE FOR SUBBASE DESIGN. Q ~
l J ~R C Q PROPOSED STREET SIGN 1 / ! / \ \ \ ~ ~ ~ ~ ~ ! ~ ~ ~ ~ I ° ~ ~ ' WITHOT EEREC MId1ENED IS~TREETR DES GN WILOL BE ESUBM T pl pO THE~H Or` W v
® EXISTING WATER METER J i ; ! l J MFS \ PLANNNG DEPARTMENT V N
TBR TO BE REMOVED h J j' ` ! / 't ~ l 1 . 0.81 acres ~
STREET CENTERLINE PC,PT,PI ~ ~ / ~ : • s ~ f \ / / N `T\~ ~ ~ ~ o
BM BENCH. MARK ~ ~ ~ ~ ~ I J l l ~ r r / , ~ ci
P/P POWER POLE and i l I / ' l 1 ; J ~ ,j ~°T`~ ~ o ~ ~ z j ~ ~
. j jl j ~ ~ ~ ~~V n • W ~
~ T.PED TELEPHONE PEDESTAL •T,.. l I li / O ,•.,A I (OL' Op H '~;"°«:igc~~:;.. ~'r,!^_
I rM kg 0 r ' O CO SEWER CLEAN OUT / / 6 "'`~P~ \ / ~ , ''•x,e l e0 ~ y IFS :e :'~''~`~89~ y`.~".@~,~~\~.~ \ j rye ! V ~"'^1 O ~
CB STORM DRAINAGE / I\.. ~9 ~ r : l OK ' & f CATCH BASIN / I :~,,y~ I r / r , qGf I~o ! jj ~ J ~ ~ U U
I RAI A IN T ! : ~ ~ ' . r ~ / ~ °'•e ; %3;i~ ~k/S r "'~'r, .
T / l l A ~ , r 'h~ '~.,..,.NASk~ 1 x~o.l ~ WV WA ER .VALVE /
r 0 , I a r S'' • r ® cv Gas vaLVE J 1 I ~ ~ , . M~~ ~ ~r WN r; ; l
SIGN GENERAL SIGN l I l I OOr?~ 0' ,<S . CiMI>•S ' '~,,~,Ptk`~ipirNG I I l ~ 0 ~O ~ ,~~~t ~ ,.+i _ _ 132. EXISTING 1' CONTOURS J / n
, l !,y',A `'f+,~a.~...;. .,,`~~I EIP ~2. ,:hy'~ .y tc 3256 XI TWG SPOT ELEVATION V ~ ! J w+., ~`T. Irv +i ' ' x E S I 'r.pOG'i / tf;~."wwV~..., -rE ~
,l ~ / 132,56 PROPOSED FINISHED GRADE ` / I ~ F~ 1 ~ 1' OS ~ l r~ I ~ 'v„ ~ ~ x
9 . . ' . `i 132 PROPOSED CONTOURS ' ~ l ~ 1 ~ • ! f r
AREA LIGHT POLE ,5 ` ~ / I r' i ' , : ' . ' f o l ~ ~ E1Pl ~ ' jj ~ T'•~` ~ j ' ~ o
- - RO OSED EASEMEN ` ~ ; > / I r I ~ ~ ` ~ , ' . ' 1 ! 7 ! ,186"J:i' 4,6 , BRIAN TRACY BEDDtNGfIELD ~~/v, ; J% ! ; N; ~ ~ . ' . ' ' , I p` h5,975 sq.it. ' % r ~ ~ S e ~~"~.,846g• j ! jj /
- - - -PROPOSED SETBACK LINES DEED . ~ , EIP ~ o~ ` BOOK 1583 PAGE 427 ~ ; ~ 1 ~ ~ . , o
r r , ~ 6 I ~6~0~ ~.I~$?T~ ~ !
V yy o' $ ~ / I~ ~ ~ ~ ~ I j !
\ `',~1f r nl EIP. '1er~~ f r r , t • . ' . • , • e ? I ,1 ~ \ r / l 1~ ' j /t5,908 sq.rt~ ~ l EfP•.~ ~ I ~ ~ i ~
R IATI 4' ~ ` r'~ ' i / Or ~ a.a . , I ? 11.5,908 sq.ft. GENERAL ABB EV ONS < ,a+' ?;3~~ ? I roes Surve ed M . r i ' ' ~N°'`~ ° ~ . ' of I ~ I • N
Lines Not Surveyed " % Afy, i % r ;fir ~ F a " ~J/ f , , i I rf' ~ ~r9 ' n. `ig f IIl9 ~•~'~•`z j j '~~~`~,,~~''~•:~WM i ,
EIP Existin Iron Pie ~ `}G~y ; , , ' } I, ~ ~ . , ~ ~o 9 P r; Itc ~ ',s f' a O t r 2 ~ . ' ? , of O ~N ~ ~ ~ ~ar~ ~ ~ ~ ~,I I r•., , J s~$,,, :Mrs !!l j \~~`J/ ~ ELI I I ` ~EIP Ir I /
NIP New Iron Pipe Set ~ WLdUR J. C GI ~ "1~ w 6 s PKN P K Noil Found ~ DEED BQOK 809 rPAGE a o~° / ~ ' ' ,'I-' I i 21.1 4 sq.n:~. • ~ c ~ 1 t 1 11 Ipl til ~ i\~ I i ~ 1 `
NI - No Iron Set or Found \ , + .rye ~ } i . ~ ~ 9 9 ~ --zt.,731 sq.rr. J '~.~t.... el
R/W Rood Right of Way 4 .n ; Q ~ I r e ,~,e ; 2~ - _ I I X291' b 6,169 sq.ft' C L .Rood. Centerline ~ r _ 6,169 sq rC, 1\, r, ~ i I'• L . \22,477 S0. FT. O ~ j ~ ~ (j
o Indicates Property corners ° , ~ - , a - . _ _ INV Pi a invert r ~ i 1 ~ / ~ i~/'~~\\ ~ 8s II ~'eI 11 '
- a s ~ c ~ ~ ~ , FES Flared End Section ~ ; av , • ' • i, e' 1 V , i t, EIP
RCP. Reinforced Concrete P pe ` , ' I , ~ ~ . , i 0 . f . ! N80'S4' 186 m.. ~ Q'
CONC Concrete 25"W~,.., ° i .1;' ~~p ASP Asphalt _ ~y , ' I ( ' r ~ 304,7. , , , . .;i;. ~ ° v,135~s~ W BUR J. & RE ~ 4 . • , \ \17,13Ensq.i i `,.tN t _ • / .,y ^r O YJ 1S
f Pavement 9 ~ . ,7. ~ ~ ~ COGGINr ~ ! , ' ~ ~ , EP Edge o ' I I ' / N a~Q 1\ ^ \_.~..,~~g ~~y l t~.t~ ry ~a DATE
F Face of Curb ~ I ~ K 364 PAGE 74 ~ ~ ' 1 ~ P BC Bock of Gurb R ~ +s,: ~ ~ G~ ~ v ' i , / \
TC To of Curb ~ ~6 P \ \ +~o, p ~ I y~ /I Y Y`" / \ ' ' 'e ' . f a n ' ~ j~~~ j'l • ='y8~~~_ _ ~ ! ~ it - s - ~ ~.y;:.;~~, OCT 5, 2004
FL Flow. Line of Curb ~ ~ I ; , ~ ' 00~ ~ \ , ° ' • , ° ° ~ y \ of ' , , I/ I / \ I '1 I ,'0 ',0 0 e \ , / , \ \ \ ~ Irv r ~ ~ SCALE
I \ , F. , . , , ~ 1, CONSTRUCTION PLAT shown hereon is subject to: „ ~ ~ , ~ . + pE ~ , . . ° • • , ; • o~ e \ ~t ~ O r ,r
A) Town of Noshville Review. and Approval ~ ' ' • o\' \ ' > B NCDOT Review and Approval ~ v ' / / ~ ~ \ r , ` 1" = 100 Feet •O.\;;•\; 23,335 sq.lt. ~ i fr
C 404 Weiland DeGneotion , 0 M / oi~ ~ ( 16 \ \ \ ; ~ ! r ~ DRAWN BY
Fi I To o ro hicol Surve ~ ~ / 11~ ry 2. Street construction shall conform to the requirements of the 40. For underground naturol gas service contact Kim Ramsey, Utilities ~ ; ~ ~ / , Z~ Ir;,. ~ \ O. 9,997 sq. rl\ ~ \ \ i ~ / it rrr
n r n ifications for Roadwo and Structures, r n i f r h i i R k n 7 -1274, ~ V - ' I NCDOT Sta da ds o d Spec y Marketing Rep ese tot ve o t e C ty o oc y Mou t of (252) 9 2 ; P ~ , z5,ooo sq, t. o ,
' n• I in here sown of n r 1 or latest revisio exc ud cases w r in II f r in Ilin Q / ' ~ o.!i r:~ .o~• Ja ua y 2000 g All underground City gas facilities o e to be sto ed be o e sta g ~ ~ a~ Nashville has standards in which Cose will over-ride DOT stondords, rb and utter and street im rovements. If curb and utter orid street _ t~~' ~ ~i~''`•' ~ '*.l o~~ ~ ~ ~ \.~\~9 \ ~ ? ~~s: ~ ~ JOB NUMBER ~ ~ `'o\\\• J I _ _ - 020386
T r hic Do~ia token from on octuol field Surve . Contour Interval is 1', cu 9 P 9 P{ ~o' ~ ~ \ , \ : ~ \ \ ` 3. opog op Y improvements ore installed prior to gas utility Imes, the Clty well not y1 ,E, ~ , , ~ ,1 \ o , r; „ i' •
Reference Datum is based on Meon Seo level, accept responsibilit for doma es to curb and utter or avement, nor N \ '~Z \ Y 9 9 P . o. , i ~ 4. Boundary Information token from on octuol boundary survey. !D 0 M ' ' t 'v, ir.~ 23,999.sq.4J yq.pj ( '\15,BOO sq.n:\ ~s• , 'T'-'~- - DRAWING FILE
will the cit absorb the cost of bores or pavement patching or landscaping. N L , inim m Lot Size = 15-000 S Fi. Y 0 ' 5. M u q ~ An relocation of existin .naturol os utilities will be at the owner/developers ~ ~ b ° 1 is, ® -~,ti\ \ ~ ~A, i ~ I ~j PRELIM.
6. A complete and thorough Survey and Sail EvoluoGon is required ex ense. 9 9 ' ' ' ' I .1 ' ' P ~ / , t~ ' and recommended before purchasing or developing Lots. 41, Building construction is not permitted on LOT 36. ~ I'i~ •c• ~ ~ ~
7, Lot Dimensions shown ore approximate. 42. All radii of street intersections shall be 25 feet per NCDOT subdivision ' ' f it ~ . • ~ ~ I
8. Electric Power is proposed to be placed UNDERGROUND, ° , ' 1 : ~ \s o stondords, , . I ; ' ~o. ~ ~ ? >r 9. NCDOT prohibits the use of plastic culvert and drainage pipe, the ,
construction of .bulk heads, masonry entrances, masonry light and 43. Traffic control signs and street name signs will be installed by the Town ~ ~ ~ • ' I \ ' ~ 21
moil box su arts i.e. an ermaneni structure within the Ri ht of Nashville per Town specifications and the developer will reimburse the , ° ~ ~ PP ( Y P ) 9 . I a:•' a 23,960 sq.lt. of Wd , ~ Town for the total cost of signs and insiollaiion, F,~. ~~`;~k.~c• o. ~ ~ 1 ! ~ c~F?_ I ~ (n (!I
10, A 5 foot drainage. & utility easement shall be placed along the property 44 Th T n m r it the owner to execute o siormwoter mono ement I • ~ ` : ~ , , J` ~I i i . ~ ' ao I \ 122,683 sq.l~ '
lines of each lot in this subdivision. a OW oy equ e 9 Il . . e \ °~s' \ \s, ~~G,/ / / agreement with the Town and provide on operation and maintenance ~ I ~ l i.ff~ \ \ i~ `l ~ r I i \ W W
11, This is a Construction Plot and is NOT to be used for .RECORDATION, , , o reement Ion for the facilities. The owner of the ro ert ma be .~i:~c ~ ~ G' .CONVEYANCE or SALES. g P P P Y Y ' I ` ~ ` k \ \ ' ' „ , „ required to provide other documents desi ned to uorontee maintenance \ rl>-` \ ate` . ~•r~?,~~y ? ~ ~ 45;1YO .i '
_ _ g g 20 ` ~ 12. All Right of Woy ore Public unless nosed otherwise. of the stormwoter mono ement facilities. ~ ow~• ~ ` ~naM 2 • 4 - ~ ~ 1e,1a2 sq•r 19,182 5q.f / ~ p \ I U U / / 41,4',11 ~ \ _...._....,_._......j UI
r m ordinate method. g ~ I ~s, ~ 13. A eo co puled b co : p\ i Y 45. A Verificoiion of Compliance with Environmental Regulation Form wilt I o .;,r^;.~°,~ 14, .All distances are chord. g be filed with the Planing Deportment prior to any land disturbing ~ ~ I '~i~G.. : h; • \ ( ~i / ~ I / / 1 i 18,,E ~ I 1 ti~ , ~ (t., , i l ~ ~ ~
~ 15. An relocation of existing electrical facilities will be of the developers ~ ~ ~ \ , i~~ i Y OCitivit on the site. y p I ~ \r ~ _.,.1111t~ 32.766'sq.it. ~1 I0 \ .r°°'"~ ",,.~.~f?•r-~•~... _ ~1.,, / 6~ j 4 ~ ~
expense. Y ~ ~ h "Y° . ''N7 • \ i;~~i . 46. A siormwoter Ins ection Fee will be re uired rior to final lot o rovol, / ~ I 2. • . i ~ i6. A sign,permii is required to be obtained from the Town for P q P P PP ~ '
47. Pro osed detention retention and must be owned and maintained b the ` > ~ ~ I ~ '•r. , ' i subdivsion entrance signs. P / P Y ~ s.,, ; , ~ i '0 17. Surve or DID NOT visibl see on cemeteries in any open areas unless developer or the homeowners association, ~ ~ y I \ ; ~ ~ ' ~ / 19 1.11• ~ I O u• ei~ j R>- ~ Z Z
~ otherwise noted. Y Y 48. All easement:, shown will be dedicated to the Town of Nashville. \ ~ w ~ I ~ 27,651 sq.f1. . 1 N ! ~ / ~ am ' j - ` ~ -
1 i n f nder round Utilities ore APPROXIMATE and muss be field ~ ~ ~ N 1`,. , a 8. Locot o o U g ~ ~ - -4 4 , I verified, CaU N.C. One Call Center before digging, (1-800 632 9 9). ~ ~ 1 111 1`' ' ~ of ?~t%'',%~ j ~~4, ~ '
, 19. Joyner-Keeny & Associates only located utilities than are above ~ 0~ ,
a 3 ~ 0 I ~ •~4~ round at the time. of field Surve . Underground lines shown hereon are ~ ° tu,O 9 Y ~ 02~ I 1~ ~ o roximate or os reported by various responsible parties. 2 r, , ,`\1~ . ZS).1' ~ ~ J 111 1 i.18A ~ ~ , OO; j ~ l ;Lys, CO ~
a PP h D ` I 44 20. Surveyor does NOT guarantee that any Underground structures suc os ~ u+ .I
rn ...utilities, tanks, and i es ore located hereon. ~ ~ , P P 21, Le of Reference: Bein a ortion of that propert described in Deed Book 905 v``` ~ I ` ``'w 00+~ : x'835,7 ><4\ e; /
~ 9 9 P Y ~ I M Poe 14 and Deed Book 655 Pa a 517, Noshville Twsp., Nosh Co. Re . ~ ~ ~ ' ~
M 9 I n line ion has occured and .Shell & Keller has determined that ` ~ , A o d de of ~ ? \ ~ 22. wet y , ~ n h n rmii is re uired of this time. ` o wetlands are .Isolated o d t of o pe q j ; ~ ' ~ ~ SOUTH CREl7R'- '
~ m n i t encumbrances that ore found Burin o thorou h , \ 23. This ap does of dep c 9 9 ` , r ~ r 1 '~F j SECTION 2 PHASE 4
~ title search, ` yr I , i' 1~AT-$OOK 3t PIAGE 31y1 i ~w>-N-ozcn r 1 y e j i ~ J
~ 24, The. property shown hereon is located in a WS4 Watershed Area. per m WYATT McGHEE from the Town of Nashville. This subdivision is being developed
C7 pef the low density option (which allows o maximum of 3 dwellings per acre.) f,'" GLUMMER L. LEONARD, tnC. ir~ t~ j ~ i• ~ ~ 57 1 47
~ 25. Tox Parcel ID: 3800.12 95 0801 U & 3800.16 94 76240 i` ~ ~ ` , MAta~ ~ BOOK 24 PAGE 234 ~ nin is rici: Zone A-1 WS er WYATT McGHEE from the Town of Noshville. Ro 6~ ~ , i~ r SAMUEL A. tr ~ l~ ~ ~ COCKRELL
d 26. Zo g D t P S •y ~ ` 27, Address is Nashville, N.C. 0 , ~ DEED .BOOK 12tg pe,~ t4
v; 28. The contractor shall be responsible for all work .zone .traffic control i ~ J in or ad'ocent to NCDOT ri ht-of-.way, All methods shall conform with the ~ 4 ' 100 0 .100 200 300
~ n 1 1n nit rm Traffic Control Devices MUTCD and NCDOT stondords, r Z 2 Ma UO 0 U 0 ( ) 1 4EIP r r
~ , I 29. Contractor shall. be responsible for verifying the minimum building setback n ffi f r n r lion, , requirements with the Building Inspectio s 0 ce be o e co st uc ~ TELEGRAPH ~ t ~ e i r ! JOYNER, KEENY do ASSOCIATES i
Q 30. Any house dimensions shown hereon shall be verified by the contractor/ \ ~ ~ r i 7 ~ ~ _ LAND PLANNING & SURVEYING i
owner prior to construction. ; ` : X33 's ` E i, Pro ert Is NOT located in o Flood Hozord Zone 100- ear flood lain per ~ ~ Eip ~ ~ U ~ - ~ O O P,O. BOX 7533, 209 N. PEARL Si, ? ~ - , ` ROCKY MOUNT, N.C. 27804
3 P Y ( Y P) ~ t I , r' ~ November 3, 2004 Femo Map Panel 3720380000) and 3720381000). _ ~ 0 R=25.0' f f - [phone] VOICE ~f ~ ' ~ - ~ [phone] FAx
32 Pro ert is"not located within the Town limits of the Town of Noshville except R 35,0 A,,~ , ~ ~ Z P Y i i hin h T n f h file b 50 Feet, r`'~ ~ df ~ ~ 1 ~ _ Certification by the Town Monoger that this Construction Plat os approved
g the easternmost port which s w i t o ow o Nas v y ~s F- 33. Water-and sewer information shown hereon os reported by Lorry Williams ~ by the Town Council on 20 ' ~ , WATERSHED
w ~ of the Town of Noshville. 24.0' j
34, Sewer Services for Lots 9, 10, 15, 19, 20, 21, 22, 23 Shall be installed ~ THE VILLAf;E ,AT SOU'twC rn ~ 3 1 8" per. Foot. MAP BOOK 2~ A / ~ ~e cE ,rtS ~ ~ ~o ~~~1~~~~1
~ 35. Each Property top should include meter setters with check valve or bock flow ~ 50.0' ~ LOTS PER Ac.• 1:6
preveniers and Neptune radio read meters .that read in gallons. , ~ 36, Since Town water and sewer services ore to be extended to development, f Town Monoger Jl~~ ~ ~ ~~i~~ ~ .
~ ~ m o eGtion for annexation well be re uired to be sumitted, Q ~ ~ PERVIOUS AREA: ~ ~ q, Certification by the Public Works Superintendent that this Construction Plot DFldl?-I~'A';Efit~Ip~uTv
n__. _a__ ~~~~_t~ ....,I L. ~L1.~..~~J ..J Il.n wnnnn •'~q~. ` . \ ~ ? . / ~
rv Jmequlreo wider unu Sewci pcnmW Will uc vuluincu, unu %'Vvma V. my Qv-v W r~ Z. Al meets oll opplicoble Town stond'ords. TLAJNDSANDtb#~.Ava
sholl be submitted to the Plonnin Deportment, IN 100"', Nw to 9 ~4 Z 00 38. A Sedimenioiion Erosion Control Pion will be submitted to the stote & on approvol IMPERVIOUS AREA:
m CD letter will be submitted to stoff prior to ony distributing oct v ty o the site. C) 39. See sheets LS A LS and ALS-15 for Appion Consulting % 3 \ / 14.7
Engineers, PA Woter and , rv SonitarY Sewer consiuction details. STANDARD CUL-DE-SAC
C) TREE r AREA DISTURBED: Public Works Superintendent 6 K,TREE ASSOCIATES LS-1A i
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\ r LOT 6 3,057 Sq. Ft. 0.070 Acs 0.070 Acres
+ r LOT 8 739 S . Ft. 0.017 Acr
0.017 Acres
WIIBUR J. ~ REBA ' ~ \ \ 'L' 1 / r B. COGGIN ~R f \ ~ ' / r LOT 9 10 Sq. Ft. 0.000 Acs
DEED BOOK 1364 PAGE 747 ~,,,p Oy 1h f 0.000 Acres
/ f h~ ROADWAY 6,537 S . Ft. 0.150 Acs l ^ i q 0.150 Acres
~,0 f ~ ~ r (Roodbed & R/W) 0~ ~ ~
: f , ' , ' \ .11 LOT 23 1,198 Sq. Ft. 0.028 Aci ~ f \ • `fir 0.028 Acres
~ .~0 f , \ \ ~ 1 r . , ~ o ; i
f ~ , \ ~ ~ _ LOT 36 1,241 Sq. Ft. 0.028 Acs ~ V " ~ ~ \ i 0.028 Acres
: Q~' f ~ ~ \ \ ~ ~ f (Detention Pond}
•'2 ~ ~ ~i0 f v ~ v p v ` ~ f ~ ' ~g f ~ ' v ~ ~ ~ J ~P 1 \ ~ s Q \ 'q ~ ? f
? \ ~ \ o.y ~ \ f TOTAL IMPACT AREA
f ~ ~ ~ q ;q, \ ~f ~ ` 0 ~ ~ ; PHASE 1 12 782 S Ft. 0.293 Ac w 1 ~ ~0 \ f q 0.293 Acres
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i w a ®e ~ ~ i; ~ f 209 NORTH PEARL STREET - P 0. BOX 7533 o e® 1 ? w o ~ 1 ® ROCXY MOUNT NORTH CAROLINA 27804 '7804
~ o a 1 ' ~ f OFFICE.• (252J 977-3124
s s N ® ~ 1 1 f FAX.• 252 J 985-6026 ` ~ ~ 1 iy ( I
o r . ; www.3oynerkeeny.com v® 1 e 1
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oc OFF GOLFERS LANE, NASHVILLE, N.C. ~ DEEO BooK > 8~0 ; N.C.
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t PLUMMER ~ ~ _ ~ LEONARp in v T P • NA H I COUNTY: NASH N.C. c. WS . S V LLE , N.C.
MAP BOOK 4 . ~ ~w ~ 2 PAGE 234 A 1"- 1 F T _ ~ Q SC LE: - 00 EE DATE: AUGUST 13, 2007 13, 2007
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~ 100 0 100 200 300 3 ~ w., 300
° \ ~ ~ e - J : \ ` ~ o, ~ ~ ~ ? ~
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- l A TELEPHONE & TELEGRAPH e°~ % ~ ~ - • ~ o DRAWN BY: GOJ JOB NO.: 020386 020386
E ` -f w ? A BOOK I9 PAGE 233 , 1 f '3 \ ' ,~r``L • VIEWPORT: wetlonds impoct(4) SHEET NO.: 1 OF1 1 OR
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ti ` ~ I - _ DWG: wetlonds impost 7-18-07 - z _
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