20041127 Ver 1_COMPLETE FILE_20040713

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?0F WATFq Michael F. Easley, Governor
William G. Ross Jr., Secretary
?- North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
September 28, 2004
DWQ Project # 04-1127
Johnston County
Page 1 of 4
Langdon Farms Properties, Inc.
C/o: Lin Thornton
8825 NC 27 E
Benson, NC 27504
Subject Property: Phase II, Lakewood Estates S/D, Lakewood Road (SR1336), Smithfield, NC
Sassariva creek [03-04-04, 27-45-13, C NSW (nutrient sensitive)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Thornton:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.42 acres of wetlands, 80 feet of streams and 5,900 square feet (ft) of
protected riparian buffers for the purpose of roads and pedestriatf trails at the subject property, as
described within your application dated July 6, 2004 and received by the N.C. Division of Water Quality
(DWQ) on July 12, 2004 and including additional information received on August 9, 2004. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3404 and 3402 (GC3404 and GC3402). The Certification(s) allows you to use
Nationwide Permit(s) 14 and 39 when issued by the US Army Corps of Engineers (USACE). This letter
shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per
15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 21-1.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of GC3404, GC3402 and this approval are met. No other impacts are
approved (including incidental impacts):
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/nmetlands
None Carolina
tura!!y
Langdon Farms Properties, Inc.
Page 2 of 3
September 28, 2004
Amount Approved General Certification Number Wor
(Units) Site Location
Stream 80 (feet) GC3404 (Impact Site No. 2)
Stream 69 (feet) GC3402 (previously approved on July
25, 2003; 130 feet approved, but only
69 feet have been impacted; any
additional impacts beyond the 69 feet
that have already occurred shall
require written approval from the
DWQ and possibly mitigation)
404 Wetlands 0.42 (acres) GC3402 (Impact Site No. 3 / trail)
GC3404 (Impact Site No. 2 / road)
404 Wetlands 0.3 (acres) GC3402 (previously approved on July
25, 2003)
Buffers 5,900 (square ft.) Impact Site No. 2
Buffers 11,326 (s uare ft.) previously approved on Jul 25, 2003
Note: Impacts in bold above indicate those impacts approved under this letter for Phase II of the
development. Impacts in italic above indicate those impacts previously approved under the July
25, 2004 letter for Phase I of the development.
Total Impacts for Phase I & II:
Total Amount Approved , General Certification No.
Stream 149 (feet) GC3402 / 69 ft
GC3404 / 80 ft
404 Wetlands 0.72 (acres) GC3404 / -- 0.68 acres
GC3402 / -- 0.04 acres
Buffers 17,226 (square feet) -
2. Diffuse Flow - All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is
not possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
3. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
4. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur
in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-
Langdon Farms Properties, Inc.
Page 3 of 3
September 28, 2004
Construction Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices, shall be performed
so that no violations of state water quality standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion
control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of
Land Resources has released the project.
6. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality
Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification, (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.
AWK/bz
Enclosures: GC 3402 & GC 3404
Certificate of Completion
cc: Neal Floyd, Neal C. Floyd & Associates, Inc., 7908 Audubon Drive, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041127
Neal C. Floyd & Associates, Inc.
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Ecosystem
PROGRAM
July 26, 2004
Neal C. Floyd
Neal C. Floyd & Associates, Inc.
7908 Audubon Drive
Raleigh, NC 27615
Subject Project: Lakewood Estates
County: Johnston
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream impacts associated with the subject project. Please note that the decision by the NCEEP to
accept the mitigation requirements of this project does not assure that this payment will be approved by the U.S. Army
Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to
contact these agencies to determine if payment to the NCEEP for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated July 14, 2004 the stream restoration that is necessary to satisfy
the compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of
mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream
(linear feet) Wetlands Riparian
(acres) Riparian Buffer
ft)
Impacts 150
Mitigation Maximum 300
The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for
impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin. The mitigation will be
performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and
Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
Deborah D. Anderson
In-Lieu-Fee Administrator
cc: Cyndi Karoly, Wetlands/401 Unit
Kevin Yates, USACOE-Raleigh
Steve Mitchell, DWQ Regional Office-Raleigh
File
kutoriptg ... Prot& '" Oar ftati7e,
FXWA
NCDENR
North Carolina Ecosystem Enhancement Program, 1619 Mail Service Center, Raleigh, NC 27699-1619 / 919-733-5208 / www.nceep.net
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact
(if Name p Waterbody
applicable) Type of Waterbody

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

-to S?YA r X70- C-kee V.

--- --- .. ••••r-_. __V---_7 -"- .?.,,.....y ...-p-a,y -pa-3. u„yaus u,cuu,e, uui are not iimneo to: nu, excavation, cireaging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): E] uplands F? 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.
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Page 7 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* impact
pe feet
(square feet) Multiplier Required
Mitigation
1 ?,F 3
1.5
Total ?' 9?
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additional 20 feet from the edge of Zone I.

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
XI. Stormwater (DWQ Only)
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 nronerty.
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XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capactt of the subject facility.
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XIII. Violations (DWQ Only)
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 fV1
141
Page 10 of 12
?? QG William G. Ross Jr., Secretary
0 6 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
0 Coleen H. Sullins, Deputy Director
Division of Water Quality
July 20, 2004
DWQ Project # 04-1127
Johnston County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Langdon Farms Properties, Inc.
Attn: Lin Thornton
8825 NC 27 East WENDS / 401 GROUP
Benson, NC 27504
Subject Property: Lakewood Estates Subdivision, Phase II AUG 0 9 2004
REQUEST FOR MORE INFORMATION WATER (QUALITY SECTION
Dear Mr. Thornton:
On July 12, 2004, the Division of Water Quality (DWQ) received your application dated July 6, 2004 to
impact 0.4 acres of wetlands and 149 feet of streams to construct the proposed subdivision development.
The DWQ has determined that your application was incomplete `and/or provided inaccurate information
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 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: ` I
1.
Y, 2.
3..
4.
Please revise the PCN application to reflect impacts associated with the jogging/walking trail in the
wetlands and the road crossing.
Your plan indicates a utility line crossing and parallel impacts to the riparian buffer. Parallel
impacts of utility lines to the riparian buffer are not "exempt" activities. Please revise your
application to reflect this impact.
Your cover letter gives information of a previous Water Quality Certification received (03-0674 for
130' of stream crossing and that the road crossing impacts were 69' linear feet. Please give more
information to what the remaining (5 1 linear feet of impacts was for.
Please indicate the diffuse flow provision measures on the site plan including drainage easement
directed towards riparian buffers and wetlands.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.s(ate uc us/nc wetlands)
Customer Service #: 1-877-623-6748
! Z;.'r
Langdon Farms Properties, inc.
Page 2 of 2
July 20, 2004
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
John Dorney,
DWQ, Wetlands / 401 Unit
JRD/bs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Neal Floyd, 7908 Audubon Drive, Raleigh, NC 27615
Filename: 04-1127 Lakewood Estates Phase II (Johnston) on hold
O?O? W A T F9pG
r
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 20, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Langdon Farms Properties, Inc.
Attn: Lin Thornton
8825 NC 27 East
Benson, NC 27504
Subject Property: Lakewood Estates Subdivision, Phase II
REQUEST FOR MORE INFORMATION
Dear Mr. Thornton:
DWQ Project # 04-1127
Johnston County
Page 1 of 2
On July 12, 2004, the Division of Water Quality (DWQ) received your application dated July 6, 2004 to
impact 0.4 acres of wetlands and 149 feet of streams to construct the proposed subdivision development.
The DWQ has determined that your application was incomplete and/or provided inaccurate information
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 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 revise the PCN application to reflect impacts associated with the jogging/walking trail in the
wetlands and the road crossing.
2. Your plan indicates a utility line crossing and parallel impacts to the riparian buffer. Parallel
impacts of utility lines to the riparian buffer are not "exempt" activities. Please revise your
application to reflect this impact.
3. Your cover letter gives information of a previous Water Quality Certification received (03-0674 for
130' of stream crossing and that the road crossing impacts were 69' linear feet. Please give more
information to what the remaining 61 linear feet of impacts was for.
4. Please indicate the diffuse flow provision measures on the site plan including drainage easement
directed towards riparian buffers and wetlands.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands)
Customer Service #: 1-877-623-6748
Alan W. Klimek, P. E. Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
Langdon Farms Properties, Inc.
Page 2 of 2
July 20, 2004
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
John Dorney,
DWQ, Wetlands / 401 Unit
JRD/bs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Neal Floyd, 7908 Audubon Drive, Raleigh, NC 27615
Filename: 0471127 Lakewood Estates Phase II (Johnston) on hold
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7908 AUDUBON DR, / RALEIGH, NORTH CAROLINA 27616 / 919-870-7865
Office Use Only:g pj 7 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
i i
1. Processing 1 ' r1 s?
1. Check all of the approval(s) requested for this project:
© Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules N p `?
2. Nationwide, Regional or General Permit Number(s) Requested: 0P
I If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: n
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: clo'l a4
Mailing Address: 82 Zs
VN
Telephone Number:ffl4 -)bQ q Fax Number:
E-mail Address:
2. Agent 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: `P-_bou"
Company Affiliation: CVCCA-44 ' QC_ , a?r
Mailing Address: _7q C?3 ,'Y')ri4--2__
Telephone Number: 422 - 6-745 Fax Number: OP/ (6 - 83G S
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: 1Ak ,') o04 1?,- S _s ./ JI J? Si M -- Ph as?TL
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ?}'- q2" ?? I ?54-Zl-a41S
???4-n1-?6QD
4. Location
County: ?b??\S Nearest Town:
Subdivision name (include phase/lot number): l 1 1- 40
llirn?tinne to cite (innlnrln rnall nnmhnre lanrlmarl?c non 1•
Site coordinates, if available (UTM or Lat/Long):
(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. Describe the existing land u e or condition of the site at the time of this application:
GL m o-F W C) C? ?.??nn (? n ?
7. Property size (acres): cLG
8. Nearest body of water (stream/river/sound/ocean/lake): SOLS50L-ri ya CX ee v-
9. River Basin: N-Q?
(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.iic.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: DO-T f -DOA
C?pSS?+?.C,? Tyr
11. List the type of e uipment to be used to construct the project: s-}d , (cCLJ b,
«iD
12. Describe the land use in the vicinity of this project: _5LOPJ i \65 ? 0,!n S f -GXAAl?
I
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.
r?<s?+ ? .os? 1 (Se-Q, is twd pe "? 03 -ab75 -
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of t>,is work from the current
apmlication:
-lo U2-
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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 5 of 12
1. Wetland Impacts
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at
httn:,`/ww??.fema.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.)
(:)V?tL?&o Sot w1RE,
-' List the total acreage (estimated) of existing wetlands on the property: 26/1 a&fe-
Total area of wetland impact proposed 1 F
Wetland Impact
Site Nt?mber
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
t Pear feet),
Type of Wetland***

2
1 "Tw

X033 ?

?
r) 0

f- _

-?otes?ed.

2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
uos& Unaw-eJ cw 2 r?vln i OA
-? SaSS1Xc> C

* 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, ditch ing/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.usrs.gu\. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
w\\.ma uest.com, etc.). I ,
G^(DSSiY?9
1rr\
Cumulative impacts (linear distance in feet) to all streams on site:_TOC>- - C'r caSS ? A. -M J z
-Ij
?? ? GxosS?t? t ??
10,6 Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acresl Name of Waterbod
y
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.)
opla 1,, `- ! F
?•?? so'.¢_Sak ("??ck- Clee4 ?ltftrv. S

LAM cacu 1111PULA scparatciy anti rtiennry temporary impacts. impacts incwoe, out are not limned to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): F-1 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. ...+- A
?S
_?rQ ?alnns.l-an Gow?? Pk
i V\ pVQ.W. , .2,
0. C,EM5?f'V?? Pmt:
?\
off- bb1? c?as? 15
(P .30v_-

Page 7 of 12
VI11. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
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
llttp://h2o.enr.state.nc. us/ncwetlands/strnigide.litml.
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.
Page 8 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mitigation
1 35? 3
2 23(p0 1.5
Total 59 D
Lone l extends out SU feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of "Lone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
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 nrooerty. na
A PK04.e Yrood, bw 1-1 ho«.?sas?? s}arl ne S ? ' 1 p u.v-5 o?2Gl
1512-ash, Lc?+ - ' tic-Lord"AT>- G'D i o r?v.J w\ot-?, o??.n1.?.?aS-
tage%isposal wenni
XII. (DWQ Only)
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.
e ,
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes n No N
Is this an after-the-fact permit application?
Yes No
141
Page 10 of 12
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).
xk_40,?
7/o1o I o
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenbur. Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 1 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Divisidn of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone. [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow T}rreII
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Westem Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
.AWG- 2003 11: 06 FROM: Dl,ln-IAIETLANDS; 9197 s 56893 TO: 99999301 P: 1 %2
. QG Post-it'' Fax Note 7671 Date p6 0q 03 Pa9k'= ?- William Q. Ross Jr., Secretary
artrnent of Environment and Natural Resources
y TO 3 rd From t?ot? Lc rccck?
Alan W. Klimek, P. E. Director
={ Co.;Dept. ?O ?t J (? Division of Water Quality
Ph hone p Phone q 3 Coleen H. Sullins, Deputy Director
Fax a 301 Fax s DMsion of Water Quality
July 25, 2003
(Replaces Approval Issued on July 15, 2003)
DWQ Project No. 03-0675
County: Johnston
Page 1 of 2
Langdon Farms Properties, Inc.
c/o: Lin Thornton
8825 NO 27E
Benson, NO 27504
Subject Property: Phase 1, Lakewood Estates SID, Lakewood Road (SR1336), Smithfield, NC
UT to Sassarixa Creek (Sassarixa Swamp) [03-04-04, 27-45-13, C NSW (nutrient sensitive))
Dear Mr. Thornton:
you have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise Impact'0.3 acres of wetlands, 130 feet of streams and 11,326 square feet (te)(0.26 acres) of protected
riparian buffers for the purpose of constructing a road (Landover Lane) and a jogging trail at the subject property, as
described within your application dated June 2, 2003 including additional information and revised plans received by this
office on June 18, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C.
Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s)
allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USAGE).:. This letter shall
also act ns your approved Authorization Certificate for impacts to the protected riparian buffers per 15A. NCAC 26
.0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before
you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-discharge
regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified In the
General Certification. This approval replaces the approval issued on July 15, 2003,
This approval Is only valid for the purpose and design that you described in your application. If you ' change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the now owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or In the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NO/A0 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentTate before discharging into the stream as identified within 15A
NCAC 26.0233(5).
2, Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent modifications, the applicant is
requlred to return the attached certificate o! completion to the 401/Wetlands Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1660.
3. Section (Phase) Two
North Caroline Division of Water Quality, WETLANDS /,dot UNIT
2321 Crabtree Blvd., Raleigh, NC 27634.2263 (Locationl
I 1 : Lib FF'Ut'l: DHGA-HETLHPIC!'_; Ti is 99CS99 0i P:
Page 2 of 2
This approval does not authorize any wetland, stream or butter impacts within Section (Phase) Two of Lakewood
Estates S/D including (but not limited to those required to construct the proposed Wood Valley Drive.
4. Water Quality Certification(s)
The proposed project must comply with all cf the conditions of General Water Quality Certification(s) (GC) 3402.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA pormit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this tatter. To ask for
a hearing, send a written petition, which conforms to Chapter 1506 of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certHieation and its conditions are final
and binding unless you ask for a hearing,
Any disputes over determinations regarding this Atithorizafion Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a oecision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508,
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2E3 ,0233, If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726,
Sincerely,
A1WKlimek, P.E.,
NC' DWQ, Director
Attachments; Certificate of Completion
GC 3402
Cc: Neal Floyd, Neal C. Floyd & Associates, ina, 7908 Audubon Drive, Raleigh, NO 27615
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Cantral Office
DWO 4 03-0675
bz Date: July 25, 2003
U 11?L JUI?VLIlIVI:I r H
BY" SURVEYING, P.A.
PROFESSIONAL LAND SURVEYORS
112 E. JOHNSTON STREET
SMITWIELA NC 27577
PHONE?: 919.989.9300 FAX [phone]
NORTH CAROLINA SOUTH CAROLINA
LICENSE LICENSE
W354 5199
May 30, 2003
Mr. Neal C. Floyd
Neat C. Floyd rind Associates
7908 Audubon Drive
Raleigh, NC '?7615
RE: Lakewood Estates S/D
Elevatil:1n Twp., Johnston County, NC
Dear Neal:
rHUC UL
On behalf of the owners of the above referenced subdivision, you are hereby authorized to
submit any an-:l all information necessary for submittal to the Corps of Engineers or DWQ for the
needed approl/ als for development of this project.
Please let us know if you need anything.
Sincerely,
Linwood E. Bye c-l, PLS
Byrd Surveying, P.A.
CC: Lin Thornton
Steve UnVdon
Larry W Massengill, P.E.
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MASSENGIL.L. ASSOCIATES, P.A.
CONSULTING ENGINEERING
DESIGN AND PROJECT MANAGEMENT
116 E. MAIN ST. P.Q. BOX 695 BENSON, N.C. 27504 - 0695
PHONE: [phone] FAX: [phone]
MAY 20, 2004
MR. TIMOTHY G. BROOME, P. E.
DIRECTOR OF ENGINEERING AND INFRASTRUCTURE
COUNTY OF JOHNSTON
P. O. BOX 2243
SMITHFIELD, NORTH CAROLINA 27577
RE: LAKEWOOD SUBDIVISION, SECTION I
STORMWATER MANAGEMENT
DEAR MR. BROOME'.
BASED ON BY FIELD INSPECTION ON MAY 19, 2004, IT IS MY OPINION SECTION I
HAS BEEN CONSTRUCTED IN COMPLIANCE WITH THE APPROVED STORMWATER
MANAGEMENT PLAN.
IF YOU HAVE ANY QUESTIONS, PLEASE LET US KNOW.
SINCERELY,
MASS GI L AS
L
W. MASSENGILL,
LWM:LJM
TEg P.A ?,.?•.,,,,.?
i
sEkL t
Gam; :.
Ay 8430
", X99 `• F."?,:r? ' ?.
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
August 22, 2003
Mr. Lin Thornton
Langdon Farms Properties, Inc.
8825 NC 27 East
Benson, NC 27504
Re: Lakewood Estates Subdivision Section I
Stormwater Management Statement and Plan
Dear Mr. Thornton:
We have reviewed-the Stormwater Management Statement and Plan for Lakewood
Estates Subdivision Section I. Based upon the information submitted the Stormwater
Management. Plan and Statement have been approved.with the. following stipulations:
1 Please provide a level preader, at t
IAO he end of the drainage easements z
between lots 5 and 6. Lc'? ?aa`w>? .B 27co3??n
cP?eedcDr iwr!/ No'd' /.? ra9u? ?. ?f3
2. Please. provide calculations checking the ability of the culverts at Sta.
7+50 and Sta. 20+00 Landover. Lane to handle the 100=year storm.
3. Please-p oxide a copy of the recorded restrictive.,coveriants limiting the
iiripervi',,- ,area to 12.05% per lot.
4. Please provide`??ceriified drivewaypulver(.size schedule from the
engineer or surveyor for all o.#'the:lots within Section I.
A copy of this letter will be forwarded to the Planning Office for their files. If you have
any questions or need additional information, please contact this office at (919) 989-
5725.
Sincerely,
CAS. e, •
Chandra E. Cox, E.. - - ---- ------ - -------- -- --- -------
Environmental Protection Administrator
cc: Larry Massengill, P.E.-
Linwood Byrd, PLS
Berry Gray, Planner
Printed on recycled paper +I 91
.f
Stormwater Statement
For
Lakewood Estates
SUBD MION: IAITWOOD MATES
LOCATION: AT [NTERsWnON OF mu336 AND NC 110. LOCATED
OUTSIDE OFTHE ENVIRONM£NTLY SENsITIV I OVERLAY DISTRICT.
DEVEWpM LANODON FARMS PROPEMES INC.
C/O UN THORNTON
8825 N. C. 27 EA3r
BENSON, NC 27504
CONSULTANT. MASSENGILLAS90C. P.A.
116 E MAIN ST.
BENSON, N. C. 27504
information: Lakewood Estates is a proposed 107 lot subdivision located
approximately 5 miles northwest of Four Oaks. The total acreage for the subdivision boundary
is approximately 115.81 acres. The tract is made up of woodland and open areas which have
been used primarily as farmland. The current ground cover is mostly short grass with trees
that are present near the natural drainageways. The watercourse, including a small water
hole, runs through the tract. "Open space" as required by the Johnston County Development
Ordinance will be dedicated around the Neese Buffer zones. Wetlands are to be within the
limits of the open space: and like the Meuse Buffer zones, they are somewhat protected by the
reoorded open space that is not to be disturbed. Tile major construction activities associated
with this project are due, almost entirely, to the cmisuvcdon of the roadway. Outlet ditches
will be necessary to convey street runoff to the natural drainageway. The point where flow is
released is necessary and is the only place where construction activities meet sensitive areas
such as watercourses and buffers. However, all necessary and required measures to minimize
impacts willbe addressed in the Stormwater Plan. (See section on `Existing Drainageway' ).
The subdivision is not located within the Environmentally Sensitive Overlay District. (Please
see attached USGS Quad Map for visual reference to much of the information contained
Benin).
I m=13jQ Area: Appro)dtxlately 7076 linear feet of new paved roadway is proposed with a
cul-de-sacs radius at the end- 'Me paved roadway width is 20 feet and the prnpoaed street
right-of-way is 5o feet (No curb and gutter or sidewalk will be installed.) Zoning for the tract
is AR with an average lot size of approximately 27,6o5 SF. The mudnaam allowable
impervious area (IA) for residential sites that are not within the Envhmmentally Sensitive
Overlay District is 15% or (115.81 acne x o.1.5) -17.37 acre allowed impecviou mess for this
project. The only expected impervious area created by construction activities is the proposed
roadway as follows:
Roadway" ?076 L.F. X 21 ft-wick a 1.48.546 fly = 341 acre
OR (3.141115b1) X 100 4.45% Mp=W IA for street
This leaves: (15% allowed IA) - ( 2.95% expected roadway lA) = 1s.o5 Rs 1A allowed for lots
Olt m.05 % PER LC rr
H
:: S 11
°`;k7-zh 6 86T6 Sh :60 h00''!ZTI'SG
Long as lots are restricted to 2.2.05% impervious area, stormwater attenuation will not be
required for this project. In addition, land dedication will not be neoeasary to achieve higher
impervious areas limits as long as the 12.oS% threshold is met. The allowable impervious area
wEU noted in the restrictive covenants or may be noted on the fugal plat, as required by
Johnston Cotmtry Stormwater criteria.
Ptak Run& • As described in the previous won, as long as impervious areas (per
lot) are less than 12.0596 peak attenuation will not be required.
'T'hese ere two separate dminageways. The primary dtainageway flows
from northwest to southeast corner of the property. The primary basin consists of a number of
tributaries conveying some offsite stormwater to the main drainageway. There is a secondary
drainage basin located at the southwest comer which flows southeast. Bath basins are
tnIxAaries to Black Creek. The open space consisting of the buffers and wetland shall be
dedicated for protection.
Also as mentioned in the "General information" section, outlet ditches will be neoessary
to convey street runoff from proposed sweet construction to the natural draiaagewgy. The
very end of this ditch must release the water into the drainageway and this is the only impact
to the watercourse that is expected from construction. This ditch will be designed to dissipate
velocities or shear stresses to acceptable levels before releasing the Bow into the receiving
stream. Any other devices or BMP's that may be required by Johnston County Stormwater
management shall be addressed in the Stormwater Management Plan.
• The total "N-Loading" from this site is expected to be 2.3
lb/ae/yr. This is less than the allowable limit of 3.6 lb/ae/yr. "therefore, no nitrogen offset
payment or water quality BMP will be required.. (Please see attached backup date supporting
these conclusions).
The proposed roadway and drainage ditches will be the main land
disturbing activity for this development. The estimated denuded area due to the road is
8.74 acre and will require Sedimentation and Erosion Control approval from the State's
Division of Land Resouroes.
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Date -Z 00 SD
X70 39V-d 31NI`n_r,=? 11I??il3SSrl:J 8LO ,'?h63E,IG Sh:6ii bEiE?7
NCDW Stre. m Classification Form
Project Name: ?ExkQir ,1 fk7C' River Basin: t Y-eA-Le County
n S}rvt
S Evaluator: (.J
DWQ Project Number: Nearest Named Stream: Latitude: Signature:
Date; USGS QUAD: Longitude: Location/Directions:
*PLEASE NOTE: If'emiuutor and landowner agree that thefeatnre is a man-made ditch, then use ofthis fbrm is not necessary.
.Also, iJ in the bovi pr4imionai judgement of the eWmalor, thefeatureis a roam mode ditch and not a modified notaral stream-thin
rating system should not be used*
?F r?V Field I? ndiCatOrS: (Circle One Number, Per Lina)
2) Is The USDA Texture In
S) Is There An Active (Or Relic)
9) Is A Continuous Bed & Baiilt Present`t 0 1 2
('NOT6• /lLled d• dank Cuuted By D1/ebine And WITHp T tin L vity Th,.n Qcore Il )
111) In A 2'? Order Or Greater Channel (As Indicated
PRIMARY GEOMORPHOLOGY INDICATOR
Secondary Field Indicators' (Circle One NmuherPerline)
3) Does Topography Indicate A
GEOMORPHOLOGY INDICATOR
II. Hydroloev Absent Welik moderate strong
1) Is This Years (Or Last's) Leatlitter
Is nice In Channel And SAS Hrs. Since 0 .5 l l I -•---_.__.?.__.__ ___.
Last Known Raip:? (MOTE: VDiwb 1,dicaiedin #9 Above Skip UU&Stag And #J Beloyp*l
3) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or In Growina Season)?
SECONDARY HYDROLOGY INDICATOR
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostl CW Mostly FAC Mostly FACU Mostly UPL
(` NOTE: IfTnrol Msence OfA11 Plan/s11, SOronrhed 2 1 .75 .5 0 0
AsNLed Aho ve Skin "r sleo UN9,99 SAVID !L_
II. Hydrology Absent Weak M era tro
1) Is There A Groundwater
P o Present? 0 3
PRIMARYIIYDROLOGYINDICATOR POINTS:
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Plan Detail Incomplete
4
763QL Who Reviewed:
Date '
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan. -\
[Please indicate the diffuse flow provision measures on the site plan. ?I fl C ???? -G k Ck `pAV LI"t VYIe 1??
? Please indicate whether or not the proposed impacts already been conducted. I
1'xc T?v S
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
V ?C I (VYI) PC vr-+ .5 1 l rjclv rlx,v YDC.I
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R/lY \ \ ~ R/W ~ ~ ~ VAR. 6'-0" 8'-0" 5'-0„ c C1
\ ~ CURVE 6 \ ~ I ~ `L~ t U 0 PAVEMENT SHOULDER ~0~~ ~ \ ~ WIDTH WlOTH
PUBLIC s°" srnEEr \ \ ~ CURVE DATA o ~ J +0'15 I i/E DATA ~ ~
mcwr-oF wAr ~ ~ ~ \ ~ ~ \ ~ 0= _ \ ~ 69 53 -28 N~ \ / ~ Gradin Limits +0'16 T-53 -28 ~i
2°' ~ ~ R = 650.00' 3' s~/ - ~ ~ 0.02 _0,02 +0.08
PAVFMENr ~ o T - 454.215' ~ ~ ~ TEMPOR4RY -0.08 4'215 0~ ~ SILT BASIN /8 ~ '01B
os A = 792.89' '2.89' -48 -53 PREADER 3 LEVELS ~ o~ W = 24' ~ ~ ~ 5'-0" '015
\ \ ~ O Design fbw = ?.87 CfS ~ D = 2 / 10 = ~ Weir = 5'
\ ~ ~ I \ LENGIN 34.7 ~ ~ /
~ OPEN SPACE \ ~ See Detai! ~ ACE ~ ~ /
3 0' \ ~ o ' e~ ~ ~ / , Grading Limits N ~ SHOULDER SECTIO , 0 ~ r
\ ~ y0 - ? $ or h0 0~µ ,4P ~ p ~ 35' x 80' Permanent ~ ~ ~ ~ ~ TYPICAL
~ ~~o ~~cF ~oP Construction Easement ~ / ~F~D e TWO 6D" RCP AI 1.61x WITH RADE
1 1 57 ~ ~ F 56 58 ~ t ~ t 1 ~ DRII/EWAY TURNOUT ~ S WALL ON SKEW \ \ ~ S CONCRETE HEAD +
TYPICAL WATERLINE LOCATION ~ 59 ~ s ~ ~ 0 9v o tp t ~ Pipe Length = 56' t p o,
h hp 0J~ ~ ~ 8"x8"x6"Tee& ~o~0o°Gr ~~o / , Fire Hydrant
: ~ ~ ~9 a a ~ 0 oc ~ TOC oc'6 Silt Fence At Wdh 6 Gote t/olve
~Fto ~ Toe 0/ Slope ~ + / / N~
a o 0 ~h ~ 1 + ~ LEVEL SPREADER p1 b ~ J/ o, i / / ~ ~ \
1 w t55 ~ QtD D~'gn Flow = 2.57 CFS Mox. \ ~ / ~ ~ / ~ Zone 1 /s An Undisturbed Area From
Q ~ LENGTH =3J 4 ' ~ C ` o o See Det°il ~ ~ N \ ~ / / TFMPOR4RY 61 20 Feef 3D Feet The Top Of Channel Bonk Landward.
~ IN 7 \ Zone 2 Is A Ve etative Buffer from / ~ / ~ SILT BAS k Zone 2 Zone 1 g ' / e L = 48' Q ~ The Edge Of Zone 1 landward.
~ 1 Fire Hydront m TEMPORAIPY Q ~ ~ SILT &1S/N 4 \ Silt Fence At ~A With 6" Gote solve ~ Toe Of Slo e Silt Fence At ~ dctd W = 24~ ~ Q
V ~ L=48 ` p " 1 ~ W = P4' Toe Of Slope ~ 0 L~ I ej D = 2' 1 I / Weir = 5' \ ~ / ~ ~ ~
Gradin Limits o D ~ 2, ~ --X' i 52°Skew ~ l~U c e
- _ _ _ _ _ _ _ _ N - Weir = 5. ~ ~ _..-x ~ -R/11'- - - p6 I J 8 Sdt Fence At ~ ~ ~~N Concrete p ~
-?XXXXXX XXXXXX XXXXXX X XXX XXXXXX XXXXXX XXXXXX XXXXXX XXXXXX XXXXXX XXXXXX _ _ _ _ Proposed 6" PVC Woter Cine _ - _ _ _ _ - Endwol! Toe Oi Slope LEVEL SPREADER ~'4 y
- ~ x On Skew ~ o I° I / \ ~ I 010 Obsign flow = 2.67 Cfs Max. ~
- - - - Public/Paved - - - - - - - ~ o LENGTH =34.7' \ ,I
Silt fence At al See Detail y ~ ~
XXXXXX i . _ XXXXXX XXXXX XXXXXX XXXXXX -XXXXXX XXXXXX XXXXXX XXXXXX -y XXXXXX XXXXXX X XX -XXXXXX ~ XXXXX i Toe Of S/ape ~ ~ ~ 1 35' x 60' Permanent 77 Construction Easement ~ STREAM
Gradin Limit RAY SILT 8457N ~ ~ ~ ~ slLr 84S1N s ~ ~
w L = L = ~ o~ RIPARIAN BUFFER CROSS SECTION NTS
W = ?5' W = 25' Area Disturbed /n Zone 1
-n ~ 4 ~ Weir = 5' © Z d, ~ ~ ~ ~ ~ N °=2 ~ a Weir = 5' - p' 3540 S . Ft. 0.08 Ac.
r ~ 1 1 1 0 83 82 81 Q LEVEL SPR 9 # TERRAIN MAX. SLOPE LEVEL SPREADER ~2
r N ~ \ ~1 ~ ~ ~ LEGEND J Q10 Design flow O Design flow = z74 Gfs Max. ~ Area Disturbed /n Zone 2 LPL 2':' f0 LENGIH =35.6" ` ~ ROUNG 2 1
~V v~ r-1 ~ ~ LENGTH = d ` See De 1 See Detail ~ ~ HILLY 1-I/2:1
~ ~ V ~ h 2360 S . Ft. 0.054 Ac. ~ 4
~ ~ ~ NATURAL GROUND Q 1 ~ I ~ R/W RSV ~o
w ~ ~ RIPRAP APRON Wetlands Disturbed 1 a ~ PUBIIC 50' STREET
~ ~ HEADWALL - -FINISH CENTERLINE GRADE ~ AS REQUIRED ~ j~1 L = 24' 7~+ 10 _ RIGHT-OF-WAY W -14.5' 11033 S . Ft. 0.25 Ac.
1 p 1 ENDWA ~ 79 t ~ ~ 9 ` Stone = 18" Class "B"
I 84 NATURAL LL 1 AS REQUIRED 80 J - - -FLOW DIRECTION I J STREAM BE ~ 8' 20' 8' S' RIPRAP SLOPE PROTECAON
I J I ___1_- D RIP RAP DISSIPATOR At Pipe Inlet & Outlet Stream Im act SHOULDER PAVEMENT SHOULDER DITCH P
- AS REQUIRED Use 18" Class 'B"
---SILT TRAP I ~.o' MAX I 80 Linear Feet ~ ___,~x 200X~
I I r^ PEIP t7 P£R ft.
-x x--x----SILT FENCE I ~.o' MAX ~E J., SLOB OPEN SPACE • ~ . 1 1.51 IN'X NCH£S Of 5-9.5A 8" M1N/MUM
I 4 ~ SUPERPAVE ASPHALT MIX ABC N0. 7 STONE 1.0'
I 4 PIPE NOTES: 1. BURY PIPE INVERTS AT 20% x D FOR PIPES LESS THAN 60"• I
I AND 1.0' MAX FOR PIPES 60" AND GREATER. Minimum Ditch Depth = 1.0'
- - - - - -LIMITS OF CLEARING I 2. ADJUST INVERTS AS MAY BE NECESSARY IN FIELD. I 3. NOTIFY ENGINEER IF PIPE SLOPE CHANGES BY > +/-1%
I I 4. DO NOT EXCAVATE STREAM BED UPSTREAM OR DOWNSTREAM ~ 50' R 2C NOTE.• WATERLINE AND APPURTENANCES ARE DRAWN SCHEMATICALLY TYPICAL STREET SECTION s' 20 PAVEMENT
xxxxxx --xxxxx - - - OF CULVERT EXCEPT AS NECESSARY FOR RIP RAP DISSIPATOR. GRASSUNED DITCH WITH I FROM THE INITIAL WATER SYSTEM PLAN. WATER SYSTEM SHALL
TEMPOR4RY FABR/C LINING I HORIZONTAL SCALE 1' TAL SCALE 1 "=50' „ BE INSTALLED/CONSTRUCTED PER APPROVED WATER SYSTEM NEW RESIDENTIAL ROAD OR
N. A. G. S75 OR EQUAL I vERncAt scALE 1 aL SCALE 1 =5 PLAN AS APPROVED BY JOHNSTON COUNTY PUBLIC UTILITIES. RESIDENT/AL COLLECTOR ROAD
UNLESS OTHERWISE NOTED I ~ ~ ABC
I NO SCALE
0~ O ~ ~ ~ a
~ q
N Nh
~ "i 00 ~ + -
a~p N w
Q h + ~ obi p II Q
~W IQ EL. =190
EL. =205 ~ EL. =205 EL. =190 0 0 - 00
~ N N N N N~ +h
Q Q N~ h 0
~ y Q p
O ~ h \ EL. =185 ~'u
EL.=200 o N EL.=200 E1.=185 ~ ~ N q~ ~W
` TOP OF BERM CARRY RIP RAP UP
Q 0 0 SIDES OF SPILLWAY 1' MIN 2' MIN 1. FREE80AR0
~ ~N 95 'J ER MIN. '}k n SOW TOP ELEVATION OF STORM WATER r
p 0 ~ N ~ --7 I FL000 STORAGE 20NE ~5 WASHED STONE 3' MIN EL. = 180
EL.=195 -EL.=195 L.=1 Q II I 1 MAX 4' MIN 3' SEOINENi STORAGE ZONE (TOTAL BASIN CAPACITY I
W 9$ ~ v r 1 Kgll
a W ' I s' MAX sEL11MENr DEPT" I- ~1 RIP-RAP _ 8' MIN
Q 36 M/N/MUM COVER,4GE ~ 36" MINIMUM COVERAGE NAX LEVEL OF SEDIMENT COLLECTED CLEAN BASIN WHEN iF11S LEVEL IS 15' MIN 1' MIN
~ 48" MAXIMUM COVER,4GE 48" MAXIMUM COVERAGE REAL"~ EL. =175
~ EL. =190 EL.=190 EL. =175 SECTION THRU BASIN AND FILTER
VC=350' ' - A~ K=115.89 O,oOS
FO CARRY RIP RAP UP SIDES OF SPILL WAYS
6•. 18" Minimum
I'L' ~ VARIABLE WIDTH q Coverage 60" RCP INVERT IN ELEV. = 172.00 10' MIN
EL.=185 'P EL.=185 EL.=170 F 60" RCP JNVERT OUT ELEV. = 171.10 r MIN FREE eaARD riow EL. =170 20 Lf Of 6 h
Ductile Iron Pipe ~ ~ Bury Pipe Inverts 1.0' In Stream Bed ~I RIP RAP
LEVEL L1P OF SPREADER ~ ; (see Derail ms sneer) R ~ I'
N ~ i ~ ''Sir~u~T 3' MIN 'S WASHED STONE 0 ® ii ~Rrq
'y' ` 1 Lq N loll BERM ualcalaiglr~i /
/ ~ ~ / - - ~ EL,-180 EL.= / /III- _ ~ ~1!
- I I I - D.5' A441ER14C STAPLED - I ~ ~ / - VC=450'
/_lll IN PLACE f7L 1ER FA8R1C / o K=7 SECTION THRU BERM AND FILTER PERSPECTIVE VIEW O O O
BURIED t;" } _ O O O O GRAVEL AND RIP-RAP FILTER BASIN DETAIL
MINIMUM N N N N N
SECTION THRU LEVEL SPREADER EL.=1 5 EL.=175 CONSTRUCTION/EROSION CONTROL PLAN
ENTRY WIDTH =Some As Upstream Ditch • FOR ~ •
LENGIN = As Specified In Plon Vew ' fN0 WIDTH = 3' • PROFESSIONAL LAND SURVEYORS
vc=3oo' 112 E. JONNSTON ST. PHONE.• 989-9300
K=74.26 ~ . • SMITHFIELD, N.C. FAX.• 989-9301
5D9 BLACKM~ X 634 I ELEI/ATION DATE.• 615-1004 SURVEYED BY.• CNM FIELD BOOK 9 BLACKMON STREET, P. 0. BO TOWNSH P. COUNTY. JOHNSTON
L-140-5
' FnIIR nak~ )IlR nQ!(~ Nr7RTN (.'ARnI lNA 77.54 . „r.r~ .,,,'.,T„ rnAi r. nnnl~rer av. ~~r
r v -I r yr rr I -P C;// r UK / UWN.' NUMI H GAKULHVfI ' - DRAWING NO.
PHONE.' PHONE.- [phone]
ZONE.- AR PIN: CHECKED & CLOSURE BY' MY 04-036
SHEET 6 OF 11
+ ^ o A ~ ~ N n!

SURVEYED FOR y p41E ~-qs 1G~1 l~lE 11-11-2~?,1 ~ •
cex+r~z m+xix~cron 12• x ,2' x B• ropp;ng sleeve 3 I pG l {./7NOS Note 1: The Small Branch Shown Heroon /s Subject To A Riparian Buffer. N. C. 2I0 3 SR IJ.16 ~ ; ~WETLAND,S' Ch. PROFESSIONAL LAND SURI/EYORS
573-52'-58•£ s B' Gote v°'ve ~ ~ 1 r~TED BY This Buffer Extends 50' from The Top Bonk On Each Side Of Broach. Point al Connection to the Existing System 1 AS DEUNEA 28.93' I6• Diameter Steel Cosin O v Q ~O/(~ ~ //~/O'~i`~C~/ V, S ~ C Of E ineer5 As A Aleons Of Proserlring ,~ryjp ACREAGE COMPUTED BY COORDINATE METHOD N 19-989-9300 9 112 E. JOHNSTON ST. PHO E. 9
9 h v THE HIGHUNOS OF 1 NEIL C. By y orps n9 jn9 NOTE.• ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES ~ SMITHFIELD N C. 27577 FAX.• 919-989-9301 ~ ,
Exs' Dry Bold s Jacked Under Nc 210 ~ a M/DOLE CREEK 1 0/L SCIENTIST Mit' t/On Pro .The COns~srtrotibn Area Is Centered On The Existing nn a 0 S ire Hy . - sECr~oN 1 ? BDUNDARr ' : y 20 p~ 5lfream And Cansides nth The Riparron Buffer.
JJ JANUAR V PLAT BOOK 52, PAGE 364 1 I Qom, _ ,,8• ~ i , REED DATE• s-~ 2uat SURVEYED BY.• GHM - ELEVATION COUNTY.' JOHNSTON 03 073 TOWNSHIP
~ ~ ~ TOTAL DISTURBED PROPOSED TOTAL D/STU P v ~ PROPOSED I I GRAPHIC SCALE ~=1 0' DRAWN BY.• HJL, LEBJ
2D t.F I ~ I T/ON ONE AREA IN SECTION TWO JEfFREY L HEDGES ~ AREA IN SEC I moo' CITY OR TOWN.• STATE.• NORTH CAROLINA SCALE. 1 0 DRAWING N0. HEDGES goo' So' o
8• Ductile ?'App ~'P Q ~ Iron Pipe ~ ,1 /r/pNq[ Rte, i I ~ ~ E- • 1 ES IS (J.21 ACRES I a xs IS 4.72 ACR F 1644-92-9549 K & CLOSURE BY.• LEB
~ ~E'' / /?r,~ E0i ' l~z~• T ter'^91z. w 1 11G41NER1ME K HEDGES • AR 1654-21-4415 CHEC ED HEFT 2 OF 1 HEDGES ZONE. PIN. S
S~ '1 ' _ ~P ~ ote~line I Existing WA~I~ I DEED BOOK 1073, PAGE 132 - , ~ HUCH CULLANN ~ I - - ty 1 ~ ~ P. X. Nail PAGE 132 16.54-01-4690 DATE.• 03-08-2004 SECTION TWD -9033
yl~ '1 r'o, / _ ~ A 20 f00t JOMt Of Ductlye PIN: 1654 14 9033 o ? " ° ~ ~ WIFE AG4N ~ CULLMtW I ~ ~ ~ j LINE BEARING DISTANCE
ti l ~ ~ ~ ~ _ DEED BOOK 851, PACE 284 Iron PI Slfall Be Installed I Sport's AI'ea ~ DEI/ELOPER _ OWNER - - E 99.9x' L 1 S73' S2 58
s ~ ~ P1N.• 1654-03-9966 In All ater Lines Under i T I` K Needed ~ - voter RCP Grassi s ~ L-2 S7?'-0T-4ti"E 100.01' A ERTIES INC. ARMS PROP ,
I/ DEED BOOK 1220, / ~ / II IS ~~S S>p.` ~ N os I 'tea ¢ . ~ WATERLINE NOTE N " •c I o, C CONSERVATION LANGDON F ATIDN 0 LIN THORNTON i ~ C ~ ~ L-3 s7o•-4s-3s"E 100.00'
Y PAGE 56 i\ 1~L~ I I I I ~~I 08F ~ I ~ • s v I ~ ~ _ H /ne Connect/on To
1 / \ R qO0/T / / / 1 19, The WOtel! - I ~ AREA 5.97' i / / / i` / / / ' \ Q IONq( ~ 1 L 1 L I 21 Across Lot 24 ShoN -.-1 J. \ E01 LL( I ~ 0 $eCtlon Twoj • EIS 209.34' EIS -1 ,X.. ' oo RoPOSFO orv ~ L/.[ I T~rroSt/~ 3 • ~ Be Cam~/.ted BefOrl~ LOt 24 q ~ -4 362.32' 8825 NC 27 EAST c s7o•-11 32 E I o
BENSON, NC 27504 L-5 s7o'-26 -14 E 39.71
N85-28 -36 W 2 5 \ o ~ ~ '!'v.CUlI200. P, e ~ I ~ ~ Sala: w _ _ L-s S19'-13'-44'E 210.61' N H NE. 919 894 1699 HOME) PO _
° a I \ ~o, ~ . . p _ G~ `A. \ CONTAINS i 9?4r ~1, ~ _ I / I o ° \ - o \ 1.088 Acres 1 \ (pUBL/0 I / PEN SPACE IN OPEN SPACE IN D NE.• 919-868-6868 MOBILE) c-7 s7o•-4s'-1s'E 210.00' PHO ~
n I ~ \ o in \ I \ IOp, /Pgtt.0 Existing / 1• ~ t o \ ~ \ J I P. K. Nail Z .899 AC. SECTION TWO 26.385 AC. o ~ SECTION ONE 10 , L-8 S70'-4ti -ls E 155. s0
~ OL7VN/S EARL JACKSON o h \ s• \ ckored' \ I,jq. / JEFFREY L. H,~DGES ! e ( L-9 N19'-13'-44"E 210.00'
o ~ I DEED BOOK 1392, PAGE 616 ,I t` \ ~ m ~ \ 75' J° \q ~ I ` -I ~ LANDS !N WETLANDS IN WE?
I P1N: 1644-92-9420 ~ ~ \ a ~ \ /O ~en~ 12 a ~ ~ I ~ \ O \ k OP5 ~ ~ ~911•~ IUIHER/KE V HEDG'£5 I • I SECTION TWO 18.74 AC. c-1o s7o'-4s'-1s"E 3783' 9 , SECTION ONE 7.44 AC
m ~ p \ ~ \ e~ CONTAINS / I 100, ~ per Gne Kbter U DEED BOOK 1472, PAGE 540 point of Connection I one P1N. 1654-22 0684 To the Existi Stem L-11 S70'-37'-2s"E 175.04' ng ys
T I Z \ . °v \ ~ Q 39, 529 S F, h ~ ~ \ I ~ ~ 100. ` ~ , trxtl'xe• I L-12 7 '-28'-f0"E 151.12' I/ATIDN AREA /N COHSE VA REA /N s o s, T ' sleevr I CONSER
I ~ ' 1 ° - S85'-27' 43"E 2!8.85 5 N ~ o ( f5 23 _ °x'37;, apr~9
.t 1 u, 198' ti - ~ 9g' Eis 209.33' Exishhg Noi CONTAINS ro !n Concrete 1 ~ 3 n~ I CONTAINS ~ 1 ` ~ 7s"F d ~°te ' 2.07 AC. SECTION TWO 4.28 AC. L-13 s7o'-o1'-35"E 74.x7' SECTION ONE 16' Diameter Sfee! Casing l \ g / ~1s ~ ~ ~ , Dry Bond d Jacked I L-14 Ss9'-10'-21 "E 80.34'
INS 5 . • 'p: ' • 0 471 S F, cn 16 \ S ~ 9.52' CONTA - 3 • ~ cn ~ R=P5• l 34, 719 S F. CONTAINS ~ I I I \ ~ 42,837 S.F \ ~ ry I / •?1 `7Wj%~? Under NC 110 n n 1 rr q , I I I 9,~• / ~ ` ~ ! Existing D so L-15 68'-43'-21'E 71.24'
~ w ~ / i 31006 S. F. / I rn Q ~ • o o CONTAINS 17 / ~.1 / / / / / ` ` ~ I P. K. Noi! I ^ I I S
4 I . h' ' ~ ~ ~ , 210 I 127,131 S.F. \ / r LPL ~ 1sD• I R/w I I I h i rr~r I ~
~ TAINS ~ ° ~ pia ~ ~ ~ 13 qt b l I S„7p0 ry ~ 19 CON ° h. , 13 ~ N ~ I SF CO 'V uti+it E" I access d ' ~ ~ I I
I 28, 984 S. F. ~ I ' a O e to ~ NT,gIN - h 20 / i ~ Ry\'. ~ N CONTAINS 20 c.F 1 ti 2501j S CONTA/h ry ~ ~ - ~ 2D, osement ~ 1;,? r h 20 ?2 E ~ J~ ?,35. ~ ` 1, ~ ~ ~ I I I
~ I ?s k aC~ ~ 31,860 SF. ctik \ ° 5:F 25,904 S o, ~ ''1 \ 9 ~ ~ lion Pipe \ SF CONTAINS ~ ~ ~ 22 ti 1 L O ~ e~'olto p ~ ~ ~ Existin R. R. 5 ke I V icy 1 I I I
ti , . 0 1. o„ ~r ~ C to ~ \91, 25,068 CONTAINS 2 ~ n, - _ _ ah 23 m 0 ` ` ~ , lnrersection sR lso~ , 25 068 S F. N cn CONTAINS HL - - ~ r 10• I d N. C. 110 Hwy. I I ?~G' I
i ti c0'c ~ 1 ~ ,mom ~ CONTAINS '1 ~ . ht inan9 , _ - ~ _ _ _ _ _ ~ ' ol~' CONTAINS "~1 1 I ~ I ( CONTAINS 25,000 S.F. cn a 1.70 ~ I I
3 ¢0 ~ ~ ~ B~ °a~ o ~ -•1 4 9 - - L-- - Pro?ased 10 k0 F 6 ro '71 s0 25,133 S.F. °.1 ~ ~ 98' - O ~ 25437 S.F. ,I ; 31,894 S.F. P I I I I ~ L
/ I \ ' r ~ 58 1 t~ 1• a, ~ - EpESTRIAN \ ~ghr Gee 0 r ~ ~ Z \ < ~ P SSING _ 100, s':rs'irs" t~ \ ° / ~ Fire N ro o l \ coNTAINS ~ I ~ ' - - cRO - s':vs',rs° tee 1 J 1;71, I ' n~ I ?p I• rp ( ' I Fire N rant d ?0 L.F. e,Sy,~.;,~ O v I O.pp• , ~ ~ cble ~ Fg, ~ rr +r r t frk • 'I ~ I I 6., Cote va ~ Iron Pipe 136 `'nro ~0 D A ( g ~ r~,h"g ts• ~ £Xtsfi I
' 'o h NTAINS *e ° ~ ' ' \ ~ N 1 N CO s"x~'irs" T 'Pa ~ o, ~ i \ s' Gote vah 071 S. F. ,D ~s ~ 14T 110' ~`_'V Ip . _ / 25, F. ~ f n mat \ 6 I 82 S• ` 121 ' ~ ~ ` ~ , ~ s., nt I Qj ose e ~ I ~ ~ ~ W \ onto p,~ 1 `7~' ~ yp r19 7?„ ~
/ 1 ~ 23' 1 1 O' s" cote valve ~ , ' ~ ~.y~ 10 , ~ _ ~ - 121 ' 1 rt~r- ~ - ~ 132' ~ , ~ fete I ( r? n ~ \ ?I8, - t e
al ~ ~ \ - , e ~ ~ 12 • ENE - I 181' 3 ~ 122' 1 8 19 ,l 59 , . ~E _ _ O ~ _ - ENE - - ~ ~ a ~D . ` B ~ \ 1..7~, , _ I- - - qh 8 I I \ ( ~ ~ \ P. X. Noi!
I ~ i 1' valve ~ `o ~o~s o~ 1 ` R - - - - - 0 9 .ooze aw otr 1 t tt, t~ , o P/of g J'D' Rey, T pt/BtIC/PA by - b ~ Diyno~ I 220 v $ a C,
1 a ~ anent Bll y !pt , A - °pk 64 ~II /4B' 3'0' R/ly I ~ A'r erm sembY 1 ~y 5, 31 Pp e I ~ w :I~RI s I 1 ,\6,f ~ 1 303 I go' mss 1 , 4 ~ \ 87 ,5 i l ~ (1 ~ \ o~ ~tiir 1 ~ ~
I I ° ~ 0 1 8 a, 1 gZ' \ CONTAINS o 30 ~ ~ - ~ • ~ 240' I , ~ _ - qtr - _ ~ ~ Zsg, 37 I ~ N , , I ~~h~ - - -1 ~ CONTAINS ?9, ~
I o I ~i~ ~ - 1 v, F•,e ~ \ I a 25,000 SF. ry ~ NTAINS O ~ ~c, 32 , ~ ~ ~ ~ cb I CO S.F. °Ia~ll ~ 1 0 P,P . ~ ~ , y h _ ~ ~ ~ ~ ^3_a~ 0 29, 70 S F. I ~ ~ - - s"Cate ~ ~ ~ 68 , . ~ = t ~ ~ _ let 1, ~ , ~
I I 25, 531 „ ~ ~ I ~ ~n ~ \ i z CONTAINS - - ~ ~ I ~ ~ ? 2 ~ vor~e \ CONTA/N5 - i%?e d I ~ , N ~ ~ ~ 24 { - ~ E~ 66
~I 7 CONTAINS o. CONTAINS , N 26,005 S.F. ti 9 7 I ~ ~ ~ I 24,031 S.F. I ~ 36,557 SF. °v', ^ c ;I ~ CONTAINS ~ \ 1.14 Acres ` ~ , 2ti' I CONTAINS ~ rS'x(i'irtS" Tee i
rn CONTAINS r - \ N N 8 - I 19 1 ~ 1 i ~ l6 070 S F. \ °woadcd ° CONTAINS '7 8 ~ N 8 ~ o en'r ti 1.10 Acres ~ \ 1 ~A 1+~1 I Frre rant d 32, 930 S F. r l 3 ~ ~ ~ \ ~ 6, CONTAINS r5" Cafe valve ~ \ 6" Gote value d / i
1 CONTAINS ,,la n CONTAINS I - ry CONTA/NS I w ' ~'0 28 461 SF. ~ 5 516 S. F. 26, 443 S. F. ~ ~ 1 2, o: O i 8 T o. ~ 40,995 S,F. ~ \ NTA/NS ~ i i \ \ ~ .2~0 2' ' .1.237 Acres Per'monent 81ow OI1 2~2 i ~ \ CO rt~ . ~ 1 \ ~w 9 / ~
- B"xe'Xs°, ree ~ 3 ~ ~ ~ ~ CONTAINS ~ I Fire drool ~ • o ° C X 10 I ~ 'I ~ ~ 35 445 SF. i ~ t"' ~ ~ ~l 52 Assembly , 1.13 Acres ~ I s / \ y. - - 5, Fos ~ ~n~ ~ 89
W b" Cote valve 1 ~Im'~ 15 1D non9~~ E ~ ~ I ~ t 1e I \ ,p ~ Igh N p
r ° 'I~' °2 I . 4~5 'the \ mss. °I~ 1 t% IG~RA ~ p,~ I ~ _ \ ti s 6~) ~ CONTAINS ; ~ / 1 ~ tS" Cote valved ~ I 35 100 S F. c ~
i ~ 05e \ 10 X 70 m n r s ~ /P~BI ro 2, - - ~ I SI ht Tiiongle _ ~ ' proper N ~ - . - \ 9 51• •6i'• o,~ . 163' ` _ - i' 160 I I. 1 ••61' ~ 153' / 125' • . ~ Temporary Stow 011 Assembly 85 \ ~ ~ I? 5D' ~ qy ~ , . ~ \ 6 Future Extension ~ \ ~ ~ y ~ r
/ ' ~ \ P~ To Section Two ~ '-T . 0y ~ i, \ . ~ / \ ~ 6' a • ~ \ 135,810 S.F. s15, a ,2 Q° Orr h ~
- - ~ ree / ~ ~ . I \ ,/0 121 ' ! • ~ 8'x8"xs" Tee qfe valve s xs x4' CROSSING ND. ~ \ . ' , . C to 9 ~Q • . , ~ ~ - - ~ I CONTAINS ~ 0 20 v Oyrr ~
8" Gote v 20 LF 6 Ductile Iron ipe 1 , • , \ ~ NC+ I - OWQ PROJECT _ ~ ~ i ~ X05 _ I ! \ ~or0 • , „ ry I 1
~ ~ 20' ~ ~ ' 0~-9 - _ _ I ~k'ACK/NG TRAIL ~ ~ ~ 100' J so• ' _ _ - ~ ~ ' 9QUNDARY•. ' IHE.1Ri1lI .N11 ACL. 1N ALL. ~ l ~ / ~ _ ~ / 1
a N0. 03 0675 N ~ .s>~'• mss. . , 4 Sign • O^. " • • ,n9~ ~ _ S ~ .:BE' hGtNO GZFi1RfD'ANLY'
_ t" . ho.o Easement 34 ro ~ , . n '7 a ' ~ PA~CF~ ~ ~ ~ _ •'taeorrd° • ' Q . r 43' : • . ~ I CO Q r
N 1.1 i ~ ~ 1 • . . ~ NTA/NS _ CONTAINS ~ ~ ; I
fie" ~ N INS - - ' ~ \ ~ ~ E'~ION.• D11?C ••~RIY.~Ol~ed '~•.Plot ~8oti,F'.fi4, 'Po es',~D•1 $ m CONTA - - S C E~ e'~ ti 35 N F CONTAINS ~ ~ ri ~ a~ ~ ~r ~ ~ r ~ ~ ~ ~.~.~~..,_..~..I.•+,`~•.~ .fi4 'Po ris•3D•1-.T03 , . . ;.y.,19~.. 1•. . • 1,1 25,490 S.F. I ~ ~ 32,600 S.F.~ r I
c°~a~~ ~ ti ~ ~ 35,361 S.. ~ 1 ~9: ~ • . ' a 36 41,631 SF. ~ ~ . o TI ~ N: ~TW . ,SEC 0 D...•. , • . • t • . • J•:. 1 Q ~ l~ I
ro ~ ~ ~ CONTAINS , Oroina a 135 1 I I
• CONTAINS 31,810 SF. G nt I Tem ' ' • , N me . h . . . O Ease X21 34,319 S.F N I . ~ • ' . ~ . • , •~~O -106 p69 rS AII~O ~ ~ ~
I~ _ PAGE ~ . C _ 03 Pf~OP SEQ:.: D,PEN ••SPACE . E $ e of ~ o . , •i ~ 0~ J EED _469 ~ . ~ . _ ' • . - . ING •.WALN'1NG' • 1•RAI4. . ..SPACE , - •JOGG / . . , o
i ~ Rey pages-____---167 C "~I I I pIN: 1654-01 00 . ~ - • • ' ~ 86' CONTAINS 1 - CONTAINS h ~ - . r . . • • : ~ . . , • 29, 060 S. F. 25, 717 S . ~a t ~ .
K., o , Boo ~ y - PA lot S 65' j I _P 2, 115' 2 ~ ~ , 1 } Or. ,
- i~ ~ 122' \ X11 i~ . 100' .QUO 1 • _ - - . -
- Il N . - ~ ~y , r t o r I ~ 1 Q g' r , • , L I '.,:prEO.BOO.K'.f004,.PAGf:69"•+';....~`.•. 62 r ~ - ..I.:, c
I - . A !0 3' 1R 9 r \ \ 3 ~ _ 0 ti - E , c S • • AKIN r Waste 45 \ ?~I, - " . Small . . ~ • ..r°IN~:•165~=11-0415• . L..'r ~ 1 ry t . , o.
G~~ Area For Temporary Borrow And/0 h \ • . ~ .(S ~ r m /O ~ . •ti . L... 1• CONTAINS ~ 72 i:::r~ up
I - " ~~G 1Z5'i Material. Maintain Sheet flow And Install Srlt \ - . i Fence As Necessary For Erosion Control, 'o ,44 46 \ 8g. eP•, " ~ b N p \ ~ Npfe • eP'' ~ ~ A~. ~ ' I 26, 460 S.F. / A r .r... ,~9 ~ h ' NofP • ) • 0 CONTAINS . ~ ' r i
Q cal j 41 ' , ~ CONTAINS ~ \ 181 ' _
Q ~ ~ 25, 410 S. F. ~ CONTAINS \ ~ _ r , ~ ~ • 42 CONTAINS 26,250 SF. \ ~ ~ ~ 128' 25, 055 S. F. ~ , + ~ ' C . ~ ~ • I . \ SSA, t r 26,888 S.F. I . i ~ "y ~ . ~ OrV , ' .1 . ~ l ~ , f'. 0 ~ a
~ I 37 ~ ~ ~ 4" Gote valve Olt ` \r0 ~ , ~ ~ \
I ~ / ~ ~ 41 CONTAINS ~""0ns`snembpw 9~ h / rn rr i ~ NTAINS m 40 30,249 S F. y Z rn 52 + + ~ \ co 38 " 39 ~8 50' \ 1 / r 5 . a 0,1,: h I •o . .o , \ • • ';'I" • CONTAINS \ 1 ,~O I '.\Q : 1:.. O
Q i I 25, 000 S. F / + r ~ ' Q ~ CONTAINS CONTAINS p,~ 'ro. 47 \ CONTAINS i i o ~ ,ADO, rb~c I.' • . ~ 26, 080 S.. 4 ....\Q : ~ ! . I
I 8'x8'k6" Tce Fie tl rant x CONTAINS CONTAINS 26,289 SF. 29,442 SF. 0 0 25,240 S.F. J ~ 6 CONTAINS \ ~ Proposed 4" P ~ /CONTAINS r a ~ ~
I , s° cote valve 25,186 S.F. 25,502 S.F. 43 CONTAINS \ / , 0 25,330 SF. p \ ~ i Water Cine N •p ~ ~ 28 870 S F, , •C 748. ...w . ~ 1 0y p I h (7 ~ a \ • • o • • ~ CONTAINS y .
"Ckored' h ~ 0 ~ 25, 630 S.F. , , p ~ \ \ l~ ° Q I , tih Sign CONTAINS r r l v ~ i ~ti t° ~y r'S r r 0 °v° ~ ~ • ~ ' ' ~ / 1 26,277 SF. h
'r Easement \ P , ~ 25 060 S. F. sr. ~ ~ 1 0' ~ Q ' ' • a, b o,, .I 114' J 19' 105' 0 91' 90 Jp A, 1BB• 0 ~ ~ 0 y k 1 • ~ ~ /
2 s1C ~ o, ~ , ~ +o 0 2 ~ - - - - - - -Posed s• PuC Water Line - - - - - - - ~ ` - - _ I l T~ a h 0v ~ O `u r \ _ _ _ 6 6 ~ N 116' "~-9 ~ . ...~4; CONTAINS \ ~ ~ ~t~ Q..:: r!s' ~ 71 , \ ~o~, • . ~ 1.142 Ac. ~ ' 74
- ~ 3 f ~h Q~ ~ i i cr, I B"x8"x6" Tee 6" Gote~llove / ~ 49 A r , I ? \ ti~ . • ~ ~ 6'k6'xb" Tee ~ ' Y i \ ~ _
50' R/W AOOD/ \ PUBC/C - " ~ \ ~ t r 54 I , B" Gote valve I 70 LF 6" Du ile Ir n Pipe /PAVEp ~ J 40 r k;; , p . • ' ' ~ Fin t d f - CONTAINS ~ V . ' \ \ -Qy~ ..h 6.. Cote Yalur 1~ I / ~ ~ ~ ~ ~ ~ • 1 i , Q 25,300 S.F. 0.....:
100' 100' 99' \ V ~ \ t'5' ~ 4' cote valve ~ 4 0. ~ I 90' \ 120 1fi ' ~ ~ f CONlA/NS Permanent Blow Of/ CONTAINS ru 4 R ~ V CONTAINS ~ \ ~r a ~ i Sign \ / \ , ' ~ 27 290 S F. ~ Assembly e 25, 210 S. F. I i
° , I i 'Or. Easement / \ , i s.~ro/e \h 25,010 S.F. / a A+ "Wooded„ ' I ` c~ i
y N ~ \ , , s, T~ .r~., .~o~~ ~ 19 . \ ~ { 202' \ N ~ ~
\ r I v rM `S v 4 I I0l 1'Ot7 ~ J , ~ Fire root k ~ ~ \ ry CONTA/NS 1 \ ~ 0 9 96 r o to vohe s ' 9 98 , ;`.c e. s G0 25,030 S,F. ~ ,
ae I ti I 6 ~ ' ~ ~ fit>, ~ ~ , Proposed 4" o ~ CONTAINS N CONTAINS • ' CONTAINS c "'wooded~~ , . ARy _ . . CONTAINS CONTAINS CONTAINS'` \ ~ . 35510 S.F. ~ ~ I 26,600 SF. y ~ O~N~ 25 045 S:F. r~ ~ 9
NTAINS A/NS ~ ~ ' - , ^ / - ~C ~ T ? ~ o ~ 0 25 350 S F. o u ~ CONTAINS v CO ? CONT I 0 ~ ~ ti 1j. ~ , , ~ water Line q e h \ ~ 55 ' ~ ~ I 26, 590 S. F. N 26, 510 S F.. CONTAINS ~ ~ CONTAINS 24, 810 S. F, r ~ y Srph, ate ~ 80• S ra X ,a ~ ~ ~ \ 25,350 S.F. 1,125 Ac. \ N 0 1 5i~ ~ c \ c \ tU"
r ~ 30,420 S.F ~ I 0 95 rT ~r ,o I ~ \ ~ I h I\ 32,180 S.F • I 0 W \ ~ rRlq a I ~ J CONTAINS s'irB'ks" tee 3 N ry . _ _ - ~ ty 97 I ; ry "'cif 1 GaTP I ~p(f N h , t d ~ ~ iron >a' ~ - ~ 6 6,~,y,,6•• Tee \ Pe ~ . ~ _ _ .5 , r
o, m \ 25 , - ?o ~ 4S I dt' S ~ 25,230 S.F. Fin I (V , I 94 RS Ne ~ J ~ ~ "Cote Yolve CONTAINS 1 / , ` ~ a \ V s r Fin t d \ ~ ~ ~ 2 Cote valor ~ ~ . : 76 r r s ~ ~ 110 190 / J ~ . ~
60 , I CONTAINS ~ ~ 26,5!0 SF. I - - \ ~ oe I ~ ~ 5, t 105' 110 _ _ _ - - CONTAINS ! c , ,
8 150 S.F. 0 B , , , CONTAINS ~ 156' 59' 10 R/W I 2 ' ~ 4 , r I 25.130 S.F, p ~ r '°r. r s .X , _ ~_Gote _ _ _ _ -I i' a is ' I. ~ •9
' 0 19 , h ^ ~ e - ----I' i I ~ o / ~ w k C N / - - ~ ~ '~Q . ~ S ~ ~ \g3 O o. / , ~ dos s ~ ~
116' ~ i 8, 1 / Oh J C~. B8, 110' Bti \ 'o ~ 7 ~ Q P~,~
I _ 1 . I , . a 0 0 i 104' ~ - - -112'_ _ ~ ~ 112' 112' 111 ' I U, Z ~ ' , ~ ~ ~ I 'CONTAINS ;
30' r^/ . ~ i 193 CONTAINS ~ ~ 130' / ~ I Q ~ / 3 -F • ~ r 24,150 S.f. I Zj ~ V RESERVED AREI I ( 39,100 S F. / . ~ ~ I ppe
0 ~ ~ CONTAINS ~ ~ X90 ~ I ~ ~ 25,080 6 0 / ~ ~ ; p; I `l / I 'a vf' • . s ~ y FOR OffSIIF
Q 85 ti 83 81 / 83 82 1-- o ~ sEPnc srsrEMs ~ ~ ,
. I ~ 9?, , ti 84 , - So• ~ 87 ~ ti _ , , ' • I 223' ~ a r\`~ ry 1 ru N 80 79 ti , 78 s, ~ ~ ~ ro 7 ti Q
- - - - - ~ ' 4" Dote voMe ~ `o I CONTAINS en CONTAINS CONTAINS ti CONTAINS v i v o0 01• ' ~ ~ `
~ "wooded„ . , Pemronent B1p w Ott - - ' - - - ~ ~ 89 ~ 26 047 S. F' - . ~ sembl 0 CONTAINS 1 M ~ . 25,253 S F Y I As r ~ r ~ pAR , . , • . : ~ . ~ 92 `V 26, 946 S F. 86 ~ ` 25,253 S:F. °j 25,339 S.F. g0' ; I ~ ~ ~ CONTAINS ; CONTAINS I ~ ' TINS CONTAINS
' ~ BOUM _ . I 15 "o. CONTAINS 1 / ~ ' - - s ' . ~ 1 _ - _ - _ r _ CON A 25,000 S F. + 27,586 S:F. 85' I ~ - 25,f98 S:F. 25,055 S:F. - , I I
y1~r I ~ 56' 28,816 SF. ~ ! / CONTAINS I CONTAINS N ~ , ' I CONTAINS / 25, f80 S F. / OJ ' / ~ / I , ~
. PROPOSED OPEN. SPACE. ~ : • ' 3x,340 s,F o , \ /25,455 S F. l • . • ko I 91 0 • ~ 90 \ r~h~ 2" here P,pc l / 595.47 7' ~ 123'
Old Marked Une A OM Mtn fence ~ I ~ 11 ~ \ Mffh Cap / / , 112' 111 110 12 ~ N85-48'-40 W 112' ~ I Existing lion Axle•
. ~ 3 - ' CONTAINS ~ ..Control Comer ' ~ 1 l2' 1 124' 112 112 • ~ CONTAINS ~ o 26,136 S F. 120' ~ , ~ 1407.44 Totd I fxisbitg 1" Wort Rpe ~ "Control Comer"
_ ' . ~ n _ 30, 296 S F. ~ ~ , - - NBS-16'-05 W t / _ I
s02r-0J -5r'E ; 1 \ with GOP / "Control Comer" I ,
60.72' 48.22 frP 178.89', X22 I &AOVE G. MCUICIUN & r 4 KEN LUF70N & W FE WETLANDS/ 401 GR p
224' X254 WJLBUR S. MWLEY & N82'-31'-26"W f1P I , WIFE MADHEYE H. MCLAUCHUN I JO ELLEN CLIFTON
MX-05'-500W 1018.42' F WFE DEB~ B. B. 40 4)wwrl,41 ; HMLEY LEY- I DEED BOOK 128J, PAGE J70 i I I DEED BOOK 1309, PACE 665 JUL 3 I 12.200
J2J MELODY B. STAIVC/L I LAWWN Old d Pointers DEED BOOK 1J16, PAGE . 0 PIN. 1654-20-0289 , PIN: 1654-JO-1456 4
PAGE 585 DEED BOOK 528, PAGE 2J8 i DEED BOOK 1503, ~ PIN: 165J-09-2179 ~
PIN: 1644-90-9407 PIN. 165J-19-9876 i I ~ S pd To,

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Imo. a ~ p ~ CLASS .t"RiP,pA.o \ TOTAL TOTAL S7R£AM LENG7H /MPAC7F0 = 69 F£ET
. GE~ Nom N07E.• 130 LINEAR FEET pp7A//77Ep ppR SLrCnay pyr
e m~ ~ P. 1 PER OMt7 PRALECT NO. OJ-gB76 guT gyLY
69 FEET GUpAp7Ep MIS LEAbFS 61 fELrT NOT
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SE'CTlANS OrV£ AND 7NQ
"ROAD CROSS/NG"
\ SPP! REi
LAKEWOOD ES TA TES
\ ~P~ - P . LA I
SEC TON ONE
~ JOHN gU~ )HNS TON COUNTY, N. Co
I \ 50~ RIPANK ~ eRM~i
SCALE 1 " = 10'
LOT ,~33 ~ \ CpNS~RV

e.~n~9 P x n~o,1 } c.~r,~„~ mr.nKt;~n r2" x 12" x 8" Topping Sleeve ~ WETL4NOS Note 1: The Small Branch Shown Hereon /s Sub'ect To A R~ non BuNer. SURVEYED FOR
N c sro a se r,ue & 8, ~ } :WEr1ANDS ~ S73'-52'-58"F Cote Vo/ve ~ Ner. Q41L' 5-06-2G~3 Q41~ 11-11-213
- 2891, Point o! Connection to the Existing System a } ~ AS DELINEATED BY Ibis Buffer EXtends 50' from the Top Bank On Each Side Of Branch. !6• Diomrter Steel Casing o ~ THE HIGHLANDS OF NEIL C. FL Y inch. ~ ' '
- , I 0 D, As Dii~cted By U. S. Army Carps Of Engineers As A Means Of Preserving Fxisr;n Ory Bored & Docked Under NC 210 ~ MIDDLE R I " ~Senrin ACREAGE COMPUTED BY COORDINATE METHOD PROFESSIONAL LAND SURVEYORS 9 •
-,re a o C fEK SOIL SCIENTJST Mitigation Pro a .The Conser'vlotion Area Is Centered On The Existmq y ~ p ~J; , ~ ~ s£cr~oN 1 r eouNDARr Stream And Cansides nth The Ri non Buffer. ~ 1 DISTANCES ARE HORIZONTAL GROUND DISTANCES 112 E. JOHNSTON ST. PHONE.• 919-989-9300 stmq NOTE. AL ~ SMITHFIELD, N.C. 27577 FAX.• 919-989-9301
- ~ ~ ~ PU I BOOK 52, PAGE 364 t JANUARY 2003 Pa
~P ~ R~~ ~ } PROPOSED TOTAL DISTURBED P / T ~ RDPOSED TOTAL D S URGED ELEliATION NTY.' JOHNSTON DATE.• 615 2G~M SURVEYED BY.' GHM 03-073 rowNS>yIP cou
20 L.F. I I I'`~ 8" Ductile r-"'gpD1 + ~P } AREA IN SECTION ONE AREA IN SECTION IiNO S ALE GRAPHIC C ,
Iron Pipe T/OiygL ~ } I JEFfREY L HEDGES ~ R/t, r r goo' 200' C/TY OR rOWN.' STATE.' NORTH CAROLINA SCALE. t -too DRAWN BY.' NJL, LEBJ DRAWING N0. L HEDGES ion' So 0
~~D,A . \ . ~ ,Fx's,;n lS 4.72 ACRES IS 6.21 ACRES I ~ N7FE P5~ ~l i~, _ RCP h'o(er to } • Y/FE
KATHERINE V HEDGES ~ /y x~ - ~ ,e Existing WATERLINE NOTE. I ~ } / NUG DEED 800X 1073, PAGE 132 51G ~ a0 ~ . ~ ~ P. K. Noil H I~ULLA~U' ~ ~ . V HEDGES AR 1644-92-9549 1654-21-0415 CHECKED & CLOSURE BY.• LEB ZONE. PlN. HEFT 2 OF 17 73, PAGE 132 1654-01-4690 DATE.• 03-08-2004 SECTION TWO
o '(I 1,I/(" ~ ; ~ ~ `{yam' NAN O, CULLAL4N A 20 foot Jomt Of Ductile P1N. 1654-14-9033 •14-9033
ti ~ Spoils Araa I ° , ~ ~ - ~ / Pi Shall Be Installed , • ~ ~ ~ ~ DEED BOOK 851, PAGE 284 ron I - - - » LINE BEARING DISTANCE
T if Needed 5 ~ - \ PIN- f654-03-9966 in All ater Lines Under I ~ ~ i - - OWNER DEI/ELOPER - L-1 S73'-52'-58"E 99.96'
DEED BOOK 1220, - i + , Siooi/s ` - , Stormwater RCP Cmssings. I I PAGE 567 - r \ ~ 1105, I 15• ~ S~0•, N, s FARMS PROPERTIES /NC. ~ -2 72•-o7'-4fi"E Joo.ol' m LANGDON L s
Y, ~ vl I , /Bd ¢o, ` WATERLJNE NOTE.• ~ • ~ \ ~ . 4 I I , 06'^ ~ CONSERI/AT/ON \ SAO !1•Ci., I I , E'~,,,•- hr I „ I ~ ?I/AT/DN T N ~ C/0 LIN THORN 0 ~ ~ _ _ _ E lao.oo' ~ n 6 L 3 S70 45 36
s.sr•. ,I ~ ~ RjWODirIONq~~:!lL 9 , II The Waterline Connection To ~-A 1Lli \ £Ol C 1.GL I 2, I I AREA ' Ets 209.34' EIS 'A ~ ~ ~ PrpoP Gar(ON ~ L•~1 I Fxi ` , Section Two, Across Lot 24 Shall EA ~ , 8825 NC 27 EAST
59' cn - o OSEO G!•~ I Teri, s/rn a r I I I N85'-28'-36"W 215.31' \ ,o ~ ~ - 11 < ' ~ ~cofto ~0" , r 1 , ~ Be Comp/sled Before Lo! 24 I ~ a L-4 S70'-11'-32"E 362.32
w d \ Z ~ 'lL1U.L~00, Pie rr s Sald I 1 ; ~ BENSON, NC 27504 n L -5 S70'-26'-14 E 39, 71 ~ w ,
o ~ \ - o , d \ CONTAINS '~?•>t 0/ ~ ` ~ f / I \ o m. N \ 1.OB8 Acres 1 (PV~,C1 / N PHONE. [phone] HOME) L-s s19•-13'-44'E 210.61'
4 ~ ( ~u o _ \ I 1pp, C/PgbEO I Existing / b OPEN SPACE IN OPEN SPACE IN o PHONE.• 919-868-6868 (MOBILE) ,
DENN/S EARL JACKSON o ' \ 3 ~ ~ \~l \ ' - - ~ ~ - I P. tr. Noil o ~ I P 1 I ~ \ m 6'• \ „Cteored' 1~e ~ ~ \ ~ i 0 o L -7 S70'-4fi -16 E 210.00' SECTION DNE 10.899 AC. SECTION TWO 26, 365 AC. Aa• ~ L H~E$ L-& S70'-4fi'-16'E 155.60'
n DEED BOOK 1392, AGE 6 6 ~ O \ ~ ~ \ 75 ~ s° 1~~ ^ ~ 1,34 J ~ ~ ~Ef~R 1
a o I PIN: 1644-92-9410 r.~ p~ \ ~ \ /O , Le ~~n~ 12 0 1 / C-9 N19'-f3'-44"E 210.00' WETLANDS IN WETLANDS IN ,9L; KATHERINE ~ HEDGES 1 _
~ ~ I ~ ~ o \ e~ CONTAINS 9 1?• N,ot ..nq I?•w DEED BOOK 1472, PAGE 540 l SECTION ONE 7.44 AC. SECTION TWO 18.74 AC. L-lo s7o•-46' 16"E 3783'
$ \ v \ s' P 39 529 S.F. ~ 1 ~ 10p• ` ~=1 C;n I \ A ~0 as ir) Q e " °rPr Pornt of Connection 1 ~'4~. PIN: 1654-22-0684 To The Existing System L-11 $70'-3T-26"E 175.04'
_ . 5' ~ 0 S85'-27' 43' E 218 8 1 N 10 o N I v 0 14 0• " t2"xr2"xB" 1 „ ~sjo• Top in Sleeve 1 CDNSERI/AT/ON AREA IN CONSERI/AT/DN AREA /N L-lz s7o•-2s-10 E 151.1r
gy, £ts 204.33' Existrhg Noi! ~ 198' 15 23 to Concrete ~ CONTAINS ro ~ N `3j:. P 9 g9, k 8" Gote solve 1 TI 4 8 AC. L-13 S70'-Of'-35"E 74.67
~ 9.52' CONTAINS , ~ 30, 471 S. F. a ~ CONTAINS °p ~ ~ ~ ` a 837 5 F ~ ~ ~ •o R_ ~ o } 16 \ 42, a \ w , > ~ zs ! 34, 719 S. F. CONTAINS ~ I I 16" Diameter Steel Cosin SECTION ONE 2.07 AC. SEC ON TWD .2 gi \ 9• / j~s S Dry Bored Jacked / ~ 80.34'
i rn 0~ .a. ~ c, / ~t 1 I m. h • ~ ~ p o Q ~ 31, 006 S F. CONTAINS '7 17 / I ~ /9 , •,c j' AO%%S+d1 ~ under NC 770 ~r rr 1 rr r~ I L-14 S69'- l0 -21 "E y 3/ i/ ' °~o ~ 1 Existing C D 80' I
~ I ti , d, m _ _ _ 2~ I 127,131 S F, ti \ / / v~ / / / B°~ri ~ ' I P. K. Noi! ! 0 I ( L-15 S68'-43'-21' E 71.24' / ~ 750, / Rey Q , ~
CONTAINS ° • ry. ' . , ~ , ro ~ b rA/NS ~ \ ` 1 ~ O I ( "Cleoreo" J ~ ' 1 ,L~ urnit L~sn, ~ ~ b I I I
28 984 S. F ~ I, ~ 1 0\ ~ 00 19 ,Access r r ~ ?rEn nr ~ - `,2 ~ Easement ~ ~ ' ~ I ( (
~ i ~ .~,Z^\ CR CONTAINS 20 t.F \ >v 2 NrA/ry h 2D I ~'SO, k I / rn aN ~ m 31, 860 S. F s" ucbte \ N `5 011 SS CONrq/NS ~ h 2D / , 1LJ 235 r~ 1, ~ i I N ~ " ~ ~ i I r ~ Fxlsti
,1~ ~ 1 } ~ \ ~ ~ ~ \ ~n ~ Iron Pipe O F 2S,y04 I ti e 1. : b'1y1L ~ o \ ~ \ ~ S F CONTAII s ` 2 ~ ~ J O 1 ' Terror ~9 lg" ~ ~ ~ I I 2 •p LU t(o p• 4 ~ I ~ / N ~ ~ xl~,bJ ape Existing R. R. S ike coNrAlNS , ~ 21 ~ ' - a~q~ - - 23 m o - _ ~ --P- I I
i ti ' t ` °~'yy' ~ r m. C 10 X 10 le 12T 9T 3 4p,~' 01° e~` 1 ~ xb~ CONTAINS '1 h t rrion9 _ _ y 19!' 25,068 25,068 5.F. CONTAINS of , r1~1 . ~ i ntenection SR 1507 ry o~"} CONTAINS ~ ~ ~ tt ~ ~ N. C. 210 Hwy. I I ,rGa I
/ k~ , , ~ 6 1. o ~ ci o rry S9n _ - - pro I \ p 5e ~ N ~ f0 25,133 S.F, ~ 9$~ - posed " 100, 25 000 S F. cn 1 I l CONTAINS w ~ C X70 ~ i I I ~ 25,437 S.F. 1 r 31,894 SF. ~ ,r,L
ti ~ coNrAlNS h \ IAN \ ter ~ R£DOSSING - C\`n~` 1Q 6'x6'xs" s'xs'xs" Tee ~ ~ ~o• t0 r _ I I I
l \ 25,071 S.F ~ l+ CONTAINS ~ o. s" s'Xs^ Te ° - . ~ CR \ \ _ \ ~ 0 I ~ .F ~ . ~ / r,.e k n, 2 S • ~ root s \ ~ N / 1 N 23.18 n. `3, ~re ~ ~ 147 \ 110' 1 s" Gote 4 Fire k rant & ?o L.f. ~ ~cces Oroio ~ 1 ' Jo ~ ^71' I I s" Gate Yolve Iron Pte 6' ~ FosP 4 Gl9P 0 v „ „ 1 r~ r~ fi; ~ ~ I I
rn 1 s" core Volve ~ ' `IQ~ os~ _ I I I I t~. ~ 100 \ 121' i ~ Pe 13 tS men ~t I ~ ?o' Or A ~ ~ u rP sling _ fit` 121 ' / ~ ~ s.• t ~ L. orno ° . - ru ~co1l I B' I '~'rst`i0 ( . , _ ~ ~ . yal 1~ \ °seme~t 1 ~ ~ ° Papa (,7 8, 9 J2„ I
I 161 ~ d ~ rn $ ' \ ~ \ /eA''`---- 1 0l ' e & 122' 1 ~ • "o~~ m $ ~ I~ 5~ i \ ~ 120' "may ( 132' ~ b.. G°i ~2+ 1 „ / \ ~ 2 ~ ~ ~ ot~°~/iq .rQl{lLC' _ _ - -----t---' y _ ~ I \ 1 „8 / i 278. e
„ 9T ~ e vole ff • v.os . •°n 1 m NE i F - m Got i w 0 1 ~Tp ~ee , I~ - - _ _1_ - J,_ yy o8, i` \ j / ~ \ 1,13 . - - ~ ~ ~ 1 \ \
} 41 ~ •A 4 onent B ~ s~ . ~ t S , o P/pt ~ - I ~ ~ ~ o?s, Pem' Assemby 1 ti~~:. .\Sg/ .•~a 31 Book 64, ~n 14 50' 50' R ~ UBCIC~PAVT D h _ ?o' Or% ' 0 / V \ ~ ~ P. K Nod /iv P ~ B0, yti ss ~ ~ ~'ess 4• nogg I / 22 0° 1
I 2 w =}c,m + 1 ~ ,•~6 ~ ~Poges 3 8 R/ } ° ~ 0 1 8 rn , \ 6 ~ , \ °1'303 ~ 2• L ~ j \ £ ular o r\ 67 75
' ! o I ~ ~ ~ - ~ F• e ~ 92 ~ CONTAINS ~ ~ ~ ~ - ~ I CON a \ N o~~ u \ 32 ~ o ~ 25,000 S.F. N O ~ ~ \ ~ ~ ~ ~ I _ ~ ~ - - - - ~ CONTAINS 16g, 3729,
I 25,531 S. F. ~ a, %Zl ~ I o P P ' ' ~ ~ ~ xs , ~ ~ / o r i ~ ~ ~ s" Gate ~ ~ ~ ~ 29, 870 S. F. c ~ / ~ ? 25 ~ solve der Lin f ~.8 rp 68 (p
i I rl 7 CONTAINS \ 1 DA o r Z CONTAINS p, I'' ~ I 24 031 S. F. CONTAINS , ~ 26, 005 S. F. ~ 29 `y rn 1 ~ 36,557 SF. 27 - o ~ ~ \ CONTAINS ~ e I ~ "1 m o , \ 1.14 Acres ~ ~ ~ fIP 68
I j 98 } i cn I I CONTAINS r ~ h S ~ ~ d CONTAINS ~ ~ 2ti' I CONTAINS ry 6 ~ o ( t,n i i 1.10 Acres 0D \ 1 1,3 j • ~ I 6' xs' ir6" Tee I 2 ~ ~ \ ~b Fire H drool Ac 32, 930 S. F.
fv~ I ~ 4 CONTAIN ~ CONTAINS I ~ 16,070 S.F. \ ~ 2~' ~ 16 S.F ~ ~Irn ti 443 S.F ~ "Wooded" CONTAINS ~ B"xB"x6\ Tee 25, 5 ° ' _ ~ 2 • I ~ ~O , 28, 461 S F, ry CONTAINS t~ 3 m . ~ ~ \ ~ ~ 26', ` ~ CONTAIN.' s" Cote uotve ~ l
~ 0 40, 995 S. F. ~ I Fire H drool h al a 1D ~ ~ 3 i ~ V A ~ CONTAINS ~ by { 1 \ ~y, .21Q ~ P .1.237 Acrhs s" Dote uohe & 2~ / ~ ~ i ~ \ ~ ~ 92 : 6,,, ~ Permanent Blow Oll 21 ~
W I s" Cote Volve 1 ~Im+~ 75 10 Ti,on9le ~I ~ ~ CONTAINS t 1 ' ~ 35,445 SF. ~ ~ v n e~ ~ r~ ~ << R 5~4 I e N p Q. \ 1.13 Acres ~-~i ~ \ ~ ~ ~ ~ ~ •9c°~ ~r oUOfii I 52 Assembly l ~
" I n Q I ~ eF \ ~s 1 ot~ IC~PA lb .9~ ~ k ~ ed P O'~. i ~ ~ ~ ?a 55 N ose !/lj~. ~ vYQj,~~ r0 8J 1
r' I + ~ \Sighl Triangle ~ 1 - N i 163' - ~ ~ prof N ' 42 - _ _ \ ` ~ / 66 ~ " ' CONTAINS ' ••;61, • \ 15.7' / l?5~ 1 ~ s" Gote valve tt l I R=60' 35,100 S.F.
- _ _ _ - W / I "Wooded" • „p~ 1 ~ - _ _ .61' Temporary Blow Oll Assembly ~ , 6 ~ 85 Futwe Extension 1
B"x8"x6" Tee 6" G to Volvg 6"x~'x?~' ree / CROSS/NV NV. ~ s\ \ ' 5' a ~ ` ~ \ ~ 8" Gote V is ( 20 1F g" Ductile Iron ipe ' 14 / ..1 • \ OG, 121 ' _~,.--~-'~y i / ^ _ ~ \ P~ ' . To Section Two ~ \ ~ '"-1 v / ,9 . ~Q. • _ \ I CONTAINS ~
' 120' - - OWQ PROJECT - . o . • • • . : ; ' . loo' ~9 i to , i or 0~ ~ , • • \ p6, p, \ 135,810 S. F, .25, a . h /
~ ~ ' . • ~ s ~ m WALK/N RAIL • \ ~ ~ S• X200' \ ~ ~0 5 /
o ~ ND. 03-0675 - - ~ . c r aouNDARY.. • ' 4 ~ ~ v rP•. ~ ~y . ^ ' lfi£.1J.2Al1.1N ALL. , Sin ..O' » . ~ AR . A ~ i ' .n ~ ~4Ar i.'1~'87LAND FAS•-Sfd4L . 2.1N ALL. \ , % ' ~ . 1~`~O I l \ \ ' r -p i l I
~ H•o,o Easement N p ~ ~ . ' ~ DS ~...•BE HAND Gvlf.AREO'ONLY• . • . BRED 'ONLY' , ~ O~,•' rr ~ ' ' ~ ' ' • . ' . 1 I 0 - - / ~ i
• ' , ~ \ ' . . • . ! 1 CONTAINS Q ~ /
4~w.S N CONTAINS NQ,~R ~ \ ~ ~ . , m E~ ti 35 N - r ~'~SECl/0' N . mo e` ~ 35 361 s. F colvrA/NS ~ N ' 0 E '•Recbrded /nwor ~oo~ ~s4• ' y'es' 30.1-:~D.~ ~ X190 ! 1 X254 SF. 1 0~ ,-CONTAINS V
~~A 36 ~ I I ~ r.. .~..R!.;.~ ~.as .~......r.~~.~.:ri0 eS "30.1 S k 41, 631 S F. TT j'j' m . CONTAINS e I ~ 9a . .~ir.•.r.?• ~ • ~ ~ - :r-'~ . ¦il. i.i.'•~ ~i ' • _ - " . . , b 90 h ~ ~ 32 600 S. F. : 1. • ..T., } ~ I r J0 I
~ I ~ , Ororno 5~ / I ~ ~ ~ ~ ,SECT/ON•. •(1'X0. • • : • CONTAINS 31,810 S.F E 70 ,8 I ~ : • • . . . .lands' • •Im actg. *3•'• ' • ? , / ~ Posslb/e•. Wet . • ' • 09 / o ,
i ~ Eosem / , I Tempos ~ ' 0 • • .
T In -10 ~ / 269 Is Arco I ~ ~ • • . • C , 03 _ i~ PAGE .I S de of k 72 , , . e~~r es J___---161- - _0£ED eoo _01-4690 : ~ :.'PRO.PQ,SED:.:OPEN•... PACE Jo' ..ii1 •Walkr't7 ~"rail~ 1576' ~ .'~Ft' ~ 1 , a / ' 99.9 9. 9. _ ~ ~ I.. ' GGING/WACKING'TRAIL: I , 1, \ \ 1 ~ ~ / 52, / 5 , 1
R a9 I 4 ~ ~ S ~I ~o k 64, P-_-- _ - Ei I I I I 1 P1N: 165 r.- oa . \ • V ...SPACE • : • : ' JD tANDS> ' y 63 ~ 7~ 3 , ~ . ~ / o / • • ` ~ .QUTSIDE~:OF W~?. s . - /
ac B y SPA . PE - = 115' ' ' " ~ ~ ~ ~ . • . ~ : 127 1 CONTAINS I - CONTAINS h ~ . , . ~ 1 29,060 S.F. 25,717 SF. ~?do~.,~. .
0-- 1~ 122' zo8' \ , "I i -19~ - ~ ~U0 1
T ~ . 1 I?
- KIN 1.y \ \ . ~I G WA ~L Areo For Temporo Borrow And/Or Wosfe ~ 45 \ 2 - : . ry . i ~ ( 799, co / ~ . 0 p~'EI~.BOOK•.1004,'•l'AGF;69'': . c Q w ~ 1.. .
I X06 5' Material. Maintain Sheet flow And Install Silt h ~T \ 2Q,~oge£d _ 12 / cement' , ,,PIN:>. 165421. 0415 ~ . l:. , ~ ~ I ~ ~ I o.. ,
~ Fence As Necesso For Erosion Control. c \ ~ 's'°a~ Ce0% s reo ' UI ~ ry ~ ~ 44 4 V \ ~Y~~rP der •"'?„`•-..-.:.::c.:~,~ ' (S ' ''~O , • . , CONTAINS 72 ~
141 ' ~ R1 N \ ~ 89' r---- (SPA•., Q 'I i ti ~ CONTAINS oi0 CONTAIN \ 181' ~ NAle Nn7e y 26,460 SF. 9p ;
~ 42 CONTAINS 25, 410 S.F. S \ - - , ' I / ~ °j 25 055 S F. 26,250 S F. \ ^ Ter»p~a Silt Basin 1 • , . . • ~ r / ,888 S.f. i.......~,, ~
37 / h ~ \ i L=96' W=23' D=2' 28 I ~ c~ 4" Gote Valve ~ ~ Weir len th= 5' evel Spreader ~5 ' ~ ~ ~ 41 CONTAINS Permanent B!p w 011 1 g L=30.$' nil Width=3' \
~ CONTAINS o~ ry 40 Assemby 9 ~ N Q I ~ 38 39 30,249 $.F. 2 / m Ota pes'gn Flow= ~ ^ 25, 000 S. F /8~ 50' \ / ~ 52 ' ' 237 Cf5 Max. v .....,moo ..•.,q~, : • 61 1 / ~ h ~ .
r r ~ O O 8'x8"xs" Tee CONTAINS CONTAINS 51 ` •6 .•..*9 ..,,..L,'.; • \ CONTAINS \ Oh 5 ~ . o , ,Qf'
I Fire N rant & CONTAINS 29 442 S.F. ko 'i0• 47 \ / r + CONTAINS 26,289 S.F. o ' ' ~ W I s" Goto Vo/ve 25 186 S. F. +o ~ / CONTAINS t r 5 o ~ 7pn, • • I:.: • 00 26,080 S.F. ~ 4~Q o. r,(~ I <y
~ ~ . 25,502 S.F. /f,3 Proposed 4" PVC ~ \ / 25,240 S.F. ; m \ oz I ' ~y Water Une q CONTAINS \ /CONTAINS r b~ oo' CONTAINS ~ g ~ i Sign "Ckwred' ~ p ~ 28 870 S.f. t ~ , 0 1
~ x.25,330 S.F ka ~ £osement CONTAINS ~ ~ atv - 2 ,630 SF i r 0 C \
I ~ ~I 114' 119' 105' 100' 25,060 S.F. P ~S , ~ v r 91 ~ 90' rp Q sr. r` , ,0 ~ V v~ ,a . , , n5 9~ ~ 1 CONTAIN ~ ~ ' ~ ' `so,. ~ 26,277 S.F. 0 ~
_ Pr~ased s" PVC Water Gne - S/ 'r 10 Q V` 18$' 0 r r ~ It c~ - ~M A t` ~ r 0 y ~ ~ > G'i,L , . . X099 CONTAINS / h 1 tl, ~ ' . ; . ~ , 1 /o cr••: 1.142 Ar. r ~ t ~ / ~
„ -------L"-\.L - 1B !'~'~YCC ~ h 0~' ~LQ1 ~ ^~r` r ~ 2 I 8' x8''x6" Tee 6 Coto ve n / - , - F rh J 6 ' ~ ti 116' 8" Cate Vo/ve ~ I 20 LF 6" Du~ i!e Ir n Pipe 50' R/W ~r?/ \ pU -..,,,,1' Q ~ + tt 116' -9 cs'_ . ^t.• • ~ s'ks'x6" Tee \ 1 1 172, \ ~.f~ : O ~ , \ Frre tl drool Cc / ~ / ~ 5tf ~ .
+ ~ 54 ~ ~ 90' \ 120' 100' 100' 99' \ V,q ~ \ ~ 5. Q 401 ~ I ~ . 74 , I ~ \ C . ~ • ~ ' . ~ s" Cote ~o1'v~ / ~
164' a~ \ R'~ ~ V CONTAINS Gote Vo1ve & A~ sYO, „ I ~ o I i \N~ Sfgn \ / e~ CONTAINS Permanent Blow OFf ^ CONTAINS N ' Q •~ern ora :Silt a ` s j , /~V I \ ,Qy~ .r .4) t - ' - - ` p ~ - CONTAINS ? A, .
m i „ osement \ + r - ~ 27290 SF. t\ ~ i ~ I \ / \ ~ ~ 6,,Go1\yo , • \h 25,010 SF. Assembly / I~ ~ 25,210 S•F. Na I \ ~ c, 'o. ~ ' 'r to th= ' . 1 / , Q g I 25, 300 S. F. 0 ~ ~ . .
b ha \ / \ ~ TS~•., s•+ . ~e o „Wooded., 1 F \ + s' ire' xs Tee .t'oi ~ 1 0 50 1 I 0P o~,~'' • ' ~ 75',Drdirage'£osemen \ Q , / '7y o s ~ / c~ ` i 'gyp ~ ~ ~ 1 h r: p
oh i I f00 ~ i ' F,rr root d rR, ye ~ 9S' \ ~ ` 20 r o „ 99 ~ 96 1 ' o ~ ~ ~ ~ CONTAINS 2 1 ~ c ~ C~ I r ~ O C s Gate VoAe ~s.:r \ 1 1 0~~• o ` CROSSING,. round Level Spreodgr, r nV ~ ~ N 5 oy ~ ~ LEVeI • S reoiter . ~ I Q , \ ~ tv A ~ ~ • ~ ~
CONTAINS ^ CONTAINS N + . o m - O/p , s 25,030 S.F. ~ ~ ~ ~ I v. / CONTAINS ' ~ F ` - , 1\ r \ t~ .J . Proposed 4" P ~ ~ ~ CONTAINS 0 59 \o„ • ..NO:: 2~~ L=34:7 End •Width-~''• g 75 ~ , Q T N CONTAINS ~ \ Q70 Design'•Flow.= • / Tem oro Silt 8 sin 7 / ~ CONTAINS CON AINS CONTAINS \ ~ p ~ ~ '
7 , "C ? 26, 590 S F. 26, 510 S. F. , CONTAINS ~ A N w ' 0 v ry ~ 4'• ~ `o W Q ' t ' N ~ 30, 420 S. F ~ ' CONT I S 24, 810 S F. r ~ y \ e s ( ~ water Line h h ~ ~ 55 25,350 5. F. ro 3 ( • `+n ~ 32,180 S. F. - r ro silr Basin .1 ; ~ , 0 95 ~Hr ~ re ~ 80' 1D X ~ ~ ~ \ 25 045 S. F. 35, 510 S. F. \ ~ t~ ' • • s7 CFS•.;Nax. ~ ~ CONTAINS / - "'Wooded.' 25350 SF. ~ I re' "i •••r L=4B' w=242'- ARY,' . \ ~ ~ 1.125 Ac. \ ~ a? • ~ ~ / / ~ weir length= 26,600 SF. / Bp~NO
O / O lu \ TR of ~ S/Oy 0 -A `C ti ~ 97 ~ r ~ Tr 75' Drainage Eosemenf ~ , L~3$4•' End .Wi{Ith,3 / , / Q ~ / \ \ ' ` 0 ..bes' rr flaw= ` r' / ~ p5
I °j ~ c=92 w=2t' D=z' ti \ ~'1'~(F ~ ' ~ ! • co '~~NC " h ' ~ CONTAINS ~ \ N Weir lengM= l0'~ ONTA/N 94 ,2y r ~o Do(~~ 14S• !F ry ~ 0 h • ~ Q s,~s'xe nee 60' , ( C S ~ R v s'x6'xb" Tee \ Around Level Spreader ~ ~ ..f0 r9. \ ~ ~ TAN sh 4 \ ~ ~ 2.57 CF5 •llox. ,-21f1,~' 75' Drainage £osemenl \ ~ : GCE r Fire nt dl \ Tem rory Silt Bar ~ ti 6" uctiht - ~6 ~
CONTAINS ! ~~e ~ ~ +y tih ~ V 25,230 S.F. 26510 S.F. _ o ~ s" cote Votw R~V 28,150 S.F. 0 r I ~ - _ ' \ - - Q p. I ~ CONTAINS ~ .p ~ ,e o/'~ r 4 I s" Cate Yolve L=48' W=24' 4=2' Around Le~rl Spreader \ E.. r , 1 \ eii Length= 5' 19Q' ~ ~ / on Pipe ~ ~ ~ 76 ~
! 25 130 S. F. ~ " ` =e ~ - ~ - 59' 105 I 7y. 00 ` s' (0 T s'X6 - G o v'e 1 - ate - 105 110' 110' \ ~ ; Level Spreader ~4 ~ , . r - - - - - - L=34.7 End Width=3' l''r ' " ~ '
r 116, m~ 00 / 19) h0 nn ° cyrl ~o4g, x4"Tee - - - - - -I - - - - - - - - - ~ - _ q~~ 0 Design Flow= CONTAINS / : .I. 0 r ~ ~ 1D 25,100 S. F , . ~0
- - I 1 YJ p ~ Rigy - _ _ _ _ - - - - - - - - - - ~ i 267 CFS Mox. ~ pl , . i r ~ ~
I ~ 130' ,~1 A ~ leNet Spreoder• f7 1 Q y°'ti°~ 88 1 p / 1 0 y hlfO.T, £n'r/~Ww{b~J' I oa ' 0 ~ ~ 104' 112'_ 112' / 110' 86' 15' Droino a Ea meat , ~ .0 ` I ~ ` 112' 112 11r' ? g p ' . 2~ 77 . :.a :,a.
30' / y a :Old Design . { • 93 a, 0 0 - - - • \ W CONTAINS 30' 10.81.CFS Max. - ~ } \ , Q ~G ~ ~ I Temporo SNt 8osin /5 Around Cevel Spreader ~ • • ~ ~ ~j. - - ' D= ~ ~ 1 ` L-5D' W-25 2' Cevel S render 2 q ~ `
~ ' • CONTAINS u Q 24,150 S.F. 0 90 ~ 9 25,080 S.F. 61 0 ~ 0 I Weir Gen 1h= 5' p ' CONTAINS r ~ g L=356'1End Width=3' 'fib 39 100 S.F. ' 1 oT0 Design Flow= ' I PROPOSED
I. ~ J ti ~ ~ / 274 ~'FS Mox. C ~ i . O% " I
, R, ~ Tg B5 ti 83 83 82 81 / • y • ~ , . so, OPEN SPACE / 79 ~ - o
- - - 223' . a ~ 87 ii , , 4" Cote Votve & ~O ^ tV ! ~ N . . • "wooded" r anent Blow Ol( _ ' - - ~ I "5 CONTAINS ti ti 80 ,78 a, - ti ti ti / ti ti w r ~ ~ ~ I
T K 05 I Pe m t 89 ~ - - - ~ ~n CONTAINS ~y~ MppR . ~ 92 Assemby 0 _ ~ ` ~ CONTAINS / N 26, 047 S F os g0~ I 5' Q ti 26,946 SF. 86 1 25,253 S.l cr, CONTAINS N CONTAINS 7 v ~ ~ + ~ • ~ 1 ~ ~ / r ~ I _ ` 25,253 S.F, - 25,.139 S.F. ~~g0' ~ r I
~ 11 0.+ CONTAINS I / ~ ~ - ~ CONTAINS CONTAINS CONTAINS ,r CONTAINS ~ I
~ I CONTAINS 56' 28,816 S.F. ! l CONTAINS PROPOSED OPEN SPACE. ~ ~ 3s,34o sF N + ~ 1 CONTAINS / 25,180 SF. _ - - _ 25,198 S F. 25, 055 S.F. 25,000 S F. r 27, 586 S F. ~ ~ 85' ~ r cn '~1' ~ 1 r
~p I ~ o \ /25,455 S.F. / 91 ° + + 90 \ Existing 2" Iron Pipe I oo r 1 ,
OId Marked Gne Along Otd lire fence ~ ~ ~ NrAI S , • ° CO N \ With Cop / / ' 1 'i • • 595.47
' + 'Control Comer" ' CONTAWS 3 ~ + 26,136 S.F. \ ~ 112' 112' 30 296 S• F. ~ ° [suet Spreader ,/s 120' ~ ~ 112' 1 124' 1 1' 110' 127 ; 123' 112' 112' 1 N85'-48'-40' W
FIS 1,~n7 ~4' TOtaJ ~ / Fristinn Iron Ar)n
I m L=20.8' End Width-J' NFf.> -16'-UO W o" Design Flow- S02'-03'-57"E Existing 2" Iron Pipe I ~ g "Control comer-
48.22 ESP 178.89'. , r- YYl 60 CFS Max. 672 0 322' 1222L 0.A With Co / "Control Corner" I /
N82'-31'-26"W E/P X254 ° wIIBUR S. HANLEY & & BLAINE G. MCL4UGHUN & ' r
i I N&r-05 -50 W 1018.42 lem rosill"Basin 9 F-j-~T;H _ - 10' Droino a WFF DEBORAH B. MNLEY, MELODY B. STANCIL I EUNICE B. LANGDON \ L=38'.W 19' D-2' Easement /VIP With ` i ~ ~ ~ ^ r o 07FE MICHELE H. MCLAUGHUN KEN CUF Tt7N & WIFE ' I JO ELLEN CLIFTON
r GEED BOOK 1503, PAGE 585 I DEED BOOK 528, PACE 238 ' - - - -'Weir Length= 5' Old Pointers ' r DEED BOOK f316, PACE 323 DEED BOOK 1285, PAGE .370 ~ I DEED BOOK 1309, PAGE 665
PIN' 1644-90-9407 I PIN: 1653-09-2279 \ PIN. 1653-19-4876 I80 PIN. 1654-20-0289 ii I , PIN: 1654-.30-1456

l
~ ~ ~ 1 ~
R/W R/lY \ \ ~ ~ ~ VAR. 6'-0" 8'-0" 5'-O" ~c 1
\ \ ~ CURVE 6 PUBLIC 50' srREEr ~ ~ \ \ _ (I 'f\ 60 PAVEMENT SHOULOER W,\ ~ \ ~ WIO1N WIDTH
RlGNT-OF WAY ~ \ CURVE DATA \ ~ ~ o \ ~ ,~p.ZS DATA , a\ ~ ,
i _ \ ~ 6 \ 6rodin Limits gyp' 1 53 28 ~ ~ D. 02 -0.02 +0.08
~yP R - 650.00' PAVEMfM ~~~o~ T = 454.215" , \ -o.o
A = 792.89' 15 0\ ~ ~ 8 _01~ g ` s/cT &IS1N /
8 -53 LEVEL SPRFIDER 3 ° ~ L
\ ~ ~ \ ~ 010 Obsign flow = ?.67 Cf5 ~ D = Z' /
\ \ = 7 ~ \ Weir = 5' ~ ` L£NCIH .J~
\ ~ OPEN SPACE 3 0' ~ ~ ,E See Defog \ \ ~ s~, ~ , Groding Limits SH UL R ECTION
\ ~ a tte t 0 DE S o~ / ~
~ o .~~o~~ •o~ o~or ~ 15' Easement ~ ~ ~ ~ ~ TYPICAL
1 ~F 1 1 ~ o~ _ 56 57 58 r ~ F • F ~c A~ L•?•? / >~o e s ~
TYP1CAl WAT R ~ J ~ ~ E L/NE LOCAT/4N ~ J ~ 59 s F~ 35' x BD' Permanent ~ ~ DR/l /EWA Y TURNOUT GRADES e~ S~ Construction Easement ~ /
~ ~ ? ~ ~o ~ d , o ~ p TWO 0" RCP AT 1.61X WITH
~ ~ \ h w ~ , ~ c °6°~r I JWQ CONC £ HEADWALL ON SKEW / 6" x 6" x 6" Tee d ,o~go°or ~a Pape errglh = 58' ~ Fire llydront
1 .Q F (p ~ o ~ LEVEL SPREADER ,~'1 Q.,~~o 0 ~ Oc, Silt fence At / With d Gote Valve \ >F0~ ~
a o 0 0 Desi n Flow = 2.57 Cf5 Mox. , Toe Of Slope / ln~
+ k '0 10 9 1 ~ r ~ 3 LENGTH =33 4 ' ~ ~ ~ / / i ~ ~
55 n see Detail ~ ~ ~ ~ ~ J ~ w 15 Oramage fosement ~ ~ / r ~ ~ Zone 1 !s An Undisturbed Area From ~i / \ \ ~ nw
~ ~ z 0 0 6" x 6"' x 6" lee dr v Around Ceve/ Spreoder ~ TEMPORARY 20 Feet 30 Feet The lop Of Channel Bank La d and ~ T N 7 ~ \ Zone 2 !s A Vegetotrw Bulfer From
~ a Fire Nydront m TEMPORARY ~ ~ 1 ~ i ~ / SIC R9Sl k Zone 2 Iona 1 _ \ The Edge Of Zone 1 Landward.
Q 4 a Silt Fence At ~ SILT &IS/N 4 1 ja With 6" Gale Volve 0 ~ Toe Of Slo e Silt Fence At ~ Ile L ~ - Toe Of Slope ~ ~ 6~ I e,, ~ D = 2'
~ tt^^ ~ Q. L=~ P~ vJ ~ Gradin Limits o w = ?4' _ r~ ~ iFO Werr ' S' \ ~
.R/W. _ _ _ Weir ~5' „ + ..--x , 52°Ske ,.f 15' Oroina a Easement `76 ~ o
-~-xxxxxx xxxxxx xxxxxx x xxx xxxxxx xxxxxx xxxxxx xxxxxx xxxxxx - xxxxxx xxxxxx ~6 Srtt fence ~t end Cove! Spmader ~U~ ~ Concrete To 01 Sloe \ ~ ~
~ _ _ _ _ _ _ _ _ _ _ Proposed 6" PVC Woter Line _ _ _ _ _ _ _ fndwoll p LEVEL SPREADER ~'4 On Skew
/ 1 ' : ~ , 010 Design flow = 2.67 Cf5 Max. q ~ LENGTH =J4.T'
Public/Paved Silt Fe ce At ~ See Detail y ~ \
xxxxxx ~ --XXXXXX XXXXX XXXXXX XXXXXX XXXXXX -XXXXXX XXXXXX XXXXXX XXXXXX XXXXXx X X -XXXXXX ~ .rte' XXx Toe Of Slope ' ( ~ ~ 1 1/ 35' x 60' Permanent 77
Const ction Easement \ lR TEMPORARY ru ~ S E,4U 1
Orodin Limit ~ R%W TEMPORARY SILT &4S/N /5 a SILT &4S/N /5 y
~ W : 25' G n ~ , L = o~ RIPARIAN BUFFER CROSS SECTION NTS W = 25' Area Disturbed In Zone 1
D 2 Weir = 5' B=2' \o a Weir = 5' r" o~
v r r r N 1 15 Orarno fa 1 1 9e . ~a 3540 S . Ft. 0.08 Ac. 5 Orornoge Easement ~ w• q * 1ERRAIN MAX. SLOPE ,
83 ~ 82 81 y ArowM LevM Sprnr J M~tmd LerM Spnroder
LEGEND LEV~z sPREAD Z LEVEL sPR 2 \ red In Zone 2 `~L FADER Area. D~stu b ROLINC 2.•1
U Oro Drsigr, flow = ~ ~ cENCTH =3se i Design Flow = 2.74 CfS Max. ` HILLY 1-I 2.'1 _ ~ ~ 0. 54 Ac. ~ LET~CTH 6 2360 S Ft. 0
See Detoi! NATURAL GROUND Q ~ 4 see Detoa 1 \ I ~ R/W R/W
1 ' j RIPRAP APRON Wetlands Disturbed p I
HEADWALL I ~ UBL C 50' TR ` S EET 1 L=24'
- -FINISH CENTERLINE GRADE AS REQUIRED r 1 1 r 78 RIGHT-OF-WAY 1 = 4.5' ~ W 1 11033 S . Ft. 0.25 Ac. ~ c~ ~ 4 Slone = 18" Class "B" ~
~ 84 NATURAL ENDWALL 79 1 t 80 ~
FLOW DIRECT/ON ~ ~ STREAM BE AS REQUIRED ` J I J RIPRAP SLOPE PROTECT)ON 8' 20 6 5 At Pipe Inlet & Outlet Stream Im act SNOUCD£R PAVEMENT SHOULDER D1TCN
~ ` - ~ _ _ _ _ _ _ D tP RAP DISSIPATOR e 1 " CI ss ' B" lJs 8 0
- - -SILT TRAP ~ t ~ ~ _ _ _ _ AS REQUIRED r .0 MAX - _ _ _ ~ ` 80 Linear Feet
~ 1 ~ a~z 1 ~ f1 ~ ~ ~
- ~ -x-x x -SILT FENCE t.o MAx i
I OPEN SPACE + . I IMx 1.5 INCHES OF S-g.a4 8" M!NlMUM
I 1 PIPE ~ NOTES: t. BURY PIPE INVERTS AT 2075 x D FOR PIPES LESS THAN 60"; SUPERPAVF ASPHALT M1X ABC ND. 7 STONE 1, p•
~ AND 1.0' MAX FOR PIPES 60" AND GREATER. Minimum
- - - - - - -LIMITS OF CLEARING ~ 2. ADJUST INVERTS AS MAY BE NECESSARY IN FIELD. ~ 3. NOTIFY ENGINEER IF PIPE SLOPE CHANGES BY > +/-19a Ditch Depth = l.0'
4. DO NOT EXCAVATE STREAM BED UPSTREAM OR DOWNSTREAM NOTE:' WATERLINE AND APPURTENANCES ARE DRAWN SCHEMATICALLY TYPICAL STREET SECTION t;
xxxxxx --xxxxx - - - GRASSLINED DITCH WITH ~ ~ OF CULVERT EXCEPT AS NECESSARY FOR RIP RAP DISSIPATOR. ~ 50' R~W ZD' I 20 PAVEMENT ~ FROM THE INITIAL WATER SYSTEM PLAN. WATER SYSTEM SHALL
TEMPORARY FABRIC LlN/NG ~ HORIZONTAL SCALE l SCALE 1 -5D BE INSTALLED CONSTRUCTED PER APPROVED WATER SYSTEM
N. A. G. S75 OR EQUAL I VERTICAL SCALE 1 "=5' . / NEW RESIDENTIAL ROAD OR SCALE 1 -5 PLAN AS APPROIiEO 8Y JOHNSTON COUNTY PUBLIC UTILITIES RES/D T A
UNLESS OTHERWISE NOTED ~ ~ ~ I EN /AL COLLECTOR RD D • ABC
NO SCALE
~ ~ h A
O
Nb
~4 Nh
N 0$ ~N -
Qp h~ H II Q
S
~W bQ EL.=205 ~ ~ EL.=205 EL.=19D o o = ~ £L. =190
o~ 00
~ NN N N N~ h
QQ ~ ro N w Q
y ~ ~I O
O y N \ EL. =185 v
Ec.=2ao o N EL.=too EL.=1e5 ~ ~ ~W
~o { i0P OF BERM CARRY RiP RAP UP
o0 SIDES OF SPILLWAY t' MIN 2' MIN i. FREEBOARD
~ hN V~ 9~ R _ MIN. t k _ ~ SOW i0P ELEVATION OF STORM WATER . i
q~ N~ fL.=195 ~ ~~-EL.=195 .=1 6'' f . F1000 STORAGE 20NE ~5 WASHED STONE U 3' MIN EL.=180
MAX 4' MIN SEDIMENT STORAGE ZONE (TOTA BASIN CAPACITY I
LU S v II ' 1.5' MA% SEDIMENT DEPTH I-
~W ~1 RIP-RAP _ 8' MIN
Q 36" M/tV1MUM COVERAGE 36" MINIMUM COVERAGE wa LEVEL of sEOIMENr cou~cTED CLEAN BASIN WHEN THIS LEVEL IS 15' MIN 1' MIN
48" MAXIMUM COVERAGE 48" MAXIMUM COVERAGE REAC~'En fL= J75
~ EL.=190 EL. =190 EL.=175 ~C=350' ' -.r.. SECTION THRU 8AS1N AND FILTER
K=115.89 q'QOq
~`rF0 s•. CARRY RIP RAP UP SIDES OF SPILL WAYS
18" Minimum
uARiA Wr y`' ~ BLE D ,g ovcroge 60" RCP INVERT 1N EZEV. 172.00 10' MIN
EL.=185 ~'G,t, EL.=f85 EL.=170 F 20 f 6" ~ 60" RCP INVERT OUT ELEV. = 17f, f0 r MIN FREE BoARO FtoW EC. =170 h
Ductile Iron Pipe ~ ~ Bury Pipe lnverfs 1.0' In Stream Bed PI RIP RAP q ; (See Detail nris Sheet) • " ~ 3'
LEI~EL UP OF SPREADER N ~ R alE~Men + I }
- 1~ J' MIN ~5 WASHED STONE r O ® q FAn~ &
I j ~ I- ~ N ~~l/ /TERM IF71RIp71C9iC91 ~r 11 111 Q~
II~ - _ - I - I EL. !80 EL.- / / III- _I ll-- 05' =~0' 7' TYP
AG9TERWL STAPLED - I I ~ _ K-72 rJS SECTION THRU BERM ANO FILTER PERSPECTIVE VIEW
lNP ~-III LACE f7LTER FABRIC ~ o o g , O -O -'O' ,r0
BURPED 6"' MINIMUM N ~ " ~ ~ h ~ ~ GRAVEL AND RIP-RAP FILTER BASIN DETAIL.
N N- N N N N
SECT/ON THRU LEI/EL SPREADER EL.=1 5 EL=175 CONSTRUCTION/EROSION CONTROL PLAN
ENTRY WIDTH =Some As Upstreom Ditch LENGTH = As Specified M P/on View ~ FOR • 1
END M70TN = 3' • PROFESSIONAL LAND SURI/EYORS
~C=300' 112 E. JONNSTON ST. PNONE.• 989-9.00
K=74.26 , SMITHFIELD, N,C. FAX.• 989-9301
704-8 EAR T WNSNIP.• ELEI/ATION TY.• DATE.• 6-?5-2004 SURI/EYED BY.• GHM FIELD BOOK 704-8 EAST STANLEY STREET 0 COON JOHNSTON
c -14o-~s
FOUR OAKS, NO ' OAKS, NORTH CAROLINA 27524 Tl11.~A2. crArL-. nlnDru ~AOnt 1nlA crel R• 1°_~n' nRawnl RY• err ua _ _
rmc UHAW/NPHONE.- [phone]
PHONE.- PHONE.- LI (I VJi JVYY/V. J I/"II Lr iYVll 11 l li!'1!1 VL1lYPi w' +-r-• ~ + • "I",
ZONE.• AR PIN.- CHECKED & CLOSURE BY- LE8 04-036
$ °0 0 0 ~ °o SHEET 6 OF 11