20031453 Ver 1_Complete File_20031120

\N A 7'F Michael F. Easley, Governor
0 nl pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
> Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 22, 2003
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Kenneth Ross
127 E. Collins Lane
Dobson, NC 27017
Dear Mr. Ross:
RE: Request for acceptance into Express Review Program
Commercial property at US 52 and NC 601
Surry County
DWQ # 03-1453
On November 20, 2003, we received your application for a project at US 52 and NC 601
into the new Express Review Program for permitting of wetland and stream impacts. We also
received your check for $2,000 for that program (see enclosure). Unfortunately, DWQ will not be
able to process this application in the Express Review Program for the following reasons:
1. It is not clear whether the US Army Corps of Engineers will process this application
under a Nationwide Permit (the application on line 2 says "Nationwide 39 (not
verified)". According to our guidelines for the Express Review Program, we will only
be able to accept projects that do not require an Individual Permit from the US Army
Corps of Engineers.
2. A site plan was not included with the application. Again according to our guidelines
for the Express Review Program, a complete site plan which depicts all impacts to
wetlands and streams is needed.
3. A final stormwater plan for this commercial development will be needed and was not
provided. Again according to our guidelines for the Express Review Program, a final
stormwater plan is needed before we can review a project under this Program.
4. Finally, it is not clear what criteria were used to determine that the stream is
intermittent. If the stream is perennial, then a compensatory stream mitigation plan
will also be needed before this project can be accepted into the Express Review
Program.
The Division of Water Quality will be glad to either review your project under the normal
401 Water Quality Certification Program or under the Express Review Program if the above
issues are addressed. In either case, I would urge you to contact the US Army Corps of
Engineers to determine what type of 404 Permit this project may be eligible for as well as
contacting our Winston-Salem Office (Mr. Daryl Lamb at 336-771-4600) for a pre-application
meeting to address the above issues. In that regard, I am enclosing the check and the
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
M
Customer Service
1-877-623-6748
applications that you sent to us since the project presently cannot be processed under the
Express Review Program.
I can be reached at 919-733-9646 if you have any questions. Finally DWQ will be having
another one-day training session with respect to the Express Review Program on December 19,
2003 in Wilmington (we had an earlier class on October 31, 2003 in Raleigh). If you or your
consultants would like to attend this class to learn more about the requirements of the Express
Review Program, please contact Ms. Beverly Strickland of my staff at 919-733-0203 or at
[e-mail] via email.
in ours,
11-x-
hn Dorney
Cc: Eddie Bunn; Bunn Engin eri , 152 North Main Street, Mount Airy, NC 27030
Andrea Wade, US Army s of Engineers - Raleigh Field Office
Daryl Lamb, DWQ Winston-Salem Regional Office
File copy
Central files
Bev Strickland
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
'AM
AMM
Customer Service
1-877-623-6748
BUNN ENGINEERING
CIVIL ENGINEERING, LAND SURVEYING W
e 152 NORTH MAIN STREET MOUNT AIRY, NC 27030 336-789-6610 FAX [phone]
November 17, 2003
Am"W
Ms. Beverly Strickland cK• N __---°-
2321 Crabtree Blvd. DATE WET LANDS 1401 GROUP
Suite 250
Raleigh, NC 27604 NOV 2 0 2003
RE: KENNETH ROSS PROPERTY WATER QUALITY SECTION
EXPRESS REVIEW
Dear Beverly,
Acting as an agent for Kenneth Ross, Bunn Engineering, Co., P.C. is currently seeking
review of the Kenneth Ross Property under the 401 Express Review Program. Enclosed
are seven copies of the entire application along with all prudent information that pertains
to the above mentioned project. A fee of $2,000.00 (Two thousand dollars) is also
included as required by the Express Review Program.
Please review at your earliest convenience and let me know if you need any additional
information.
Thank you.
Sincerely,
6"'? W, &X^
Eddie H. Bunn, P.E., P.L.S.
dwb
Enclosures
Alli (10 831dM 30 NOISIAIG
M 0 Z A0N
IIW83d SS3ad l SONd113M
Office Use Only: Farm Version Wy 2M
IISACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter Not Aliplicablc" )
L Processing
A
1. Check all of the approval(s) requested for this ----
® Section 404 Permit ;:; ? __._--Faparershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 (not verified)
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for fixther details) here: ?
WETLANDS EXPRESS PERMIT
IL Applicant Information (- WETLANDS/ 401 GROUP
1. Owner/Applicant Information NOV 2 0 2003
Name: Kenneth Ross NOV 2()0
Mailing Address: Kenneth Ross -- ---------___.? _i F
Dobson, NC 27017
Telephone Number: [phone] Fax Number: Not available
E-mail Address: Not available
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant)
Name: Eddie H. Bunn, P.E., P.L.S.
Company Affiliation Bunn Engineering Co., P.C.
Mailing Address: 152 N. Main Street
Mount Airy, NC 27030
Telephone Number [phone] Fax Number: [phone]
E-mail Address: civiNbunnengineering.com
Page 5 of 13
M. 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: Kenneth Ross Property
2. T.LP. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 591900804191
4. Location
County: Survry Nearest Town: Mount Airy
Subdivision name (include phase/lot number): Is not part of a subdivision
Directions to site (include road numbers, landmarks, etc.): The site is located in
Mount Airy (Survry County), North Carolina two miles west of the
intersection of US 52 and NC Hwy. 601 at the intersection of I-74 and NC Hwy. 601.
5. Site coordinates, if available (UTM or Lat/Long):Lat:36°27' 30" . Long:80°37' 30"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 3.691 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Stewarts Creek
8. River Basin: Yadkin-Pee Dee River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins.. The
River Basin map is available at http://h2o.enr.state.nc.usladmin/m4ps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is situated in a business sector which is
well established with vegetation (mostly ass) and a small branch meanders
in a west to northwest direction dividing the property.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
-See exhibit 1 in combination with the included set of plans
11. Explain the purpose of the proposed work: The purpose of this work is to provide
a site ideal for commercial property such as a restaurant of gas station.
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.
An erosion control plan was approved by N®ENR on September 3, 2003 with the
following project number: Surry-2004-003. This is the only permit that has
been requested and/or obtained to this date and a photocopy of the certificate
is included.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application,
There are no future permits anticipated to complete this proiect
VL 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 applican fs discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts:
-See exhibit 2 along with the included set of plans
2. Individually list wetland impacts below: No wetlands are impacted according to
DWQ Classification.
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
aces Located within
100-year Floodplain"
no Distance to
Nearest Stream
(linear felt
Type of Wetland***

' List each impact separately and idea* temporary impacts. Impacts include, but are not limited to. mechanized cl um& gtadm& su,
excavation, flooding, di ching/drainaM dr- For dams, aeparatdy list impacts due to both structure and flooding.
•' 100-Year floodplams ace identified du agh the Federal Emergency Management Agency's (IMMA) Flood Insurance Rate Maps
(FIRMS or FEMA-approved local floodplain maps Maps are availablethrough the FEMA Map Servioe Ccuter at 1-800-35&9616, or
online at hftLWwww fema.gcrv
•'• List a vretland type that best dexribes wetland to be impacted (e g., freshwAedsaltwatar marsh, forested vxAmd, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (detemioation of isolafiM to be made by USACE only}
List the total acreage (estimated) of all existing wetlands on the property: No wetlands impacted
Total area of wetland impact proposed:No wetlands impacted
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on map)
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Inbecmittent?
kale qxxffy)
Pipe 2(Phase 1 ) "
i 3 (Phase I 60" Pi 323LF UT Stewarts Creek 2 ft. Intermittent

J m am mgmm SRNKU Yy and xknbly temporary mrpacts. Impacts include. but are not limited tot culverts add associated np4TA
dams (aeparatdy list impacts doe to both stroctume and floodiogl relocation (include linear fed before and after. and nd losdsama
sxabrdoibm activities (cement vat rip-cap, crib war, Sabwas. etc.I ec=vaotian. btc" g/ fcma& etc, If shear Pdocabon is
puposek plans dad pru6les showing the linear footprint for both the original amd Mbcated Am ms must be included.
•' Stream names can be fo®d on USGS topographic maps if a stream has no fie, list as UT (unmimcd tabatKy) to the nearest
dow nbc m named stream fido which it flows. USGS maps ace available through the USGS at 1-800-353-9616, or aoline at
wwa!mes.to? Several i 1cmd sites oho allow diced download and printing of USGS maps (e.g- vvvrw.topoz?oom_
MT ff etc.}
Cumulative impacts (linear distance in feet) to all streams on site: 418 LF
Page 8 of 13
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: There are no open water impacts.
Open Water Impact
Site Number
infficate on map)
Type of Impact* Area of
Impact
(acres) Name of Watabody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

' List each impact 9epmztdy and identify temporary impacts. Impacts mclude, but we not }united to fill, excavation, dredging,
flooding, drainage, buM ads, etc.
5. 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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): There are no open water impacts.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): There are no open water impacts.
Size of watershed draining to pond: Expected pond surface area:
VIL Impact Justification (Avoidance and M'in'imization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The before mentioned impacts could not be avoided in regard to the development
of the site. The existing branch flows through the central portion of the site
restricting our possibilities to the present plan. There are no other
alternatives that would be viable to the project.
V11L Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams
Page 9 of 13
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
bM://h2o,enr.state.nc.us/ncwetiands/strrngide.htnil.
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.
No mitigation required.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): No mitigation required.
Amount of buffer mitigation requested (square feet): No mitigation required.
Amount of Riparian wetland mitigation requested (acres): No mitigation required-
Amount of Non-riparian wetland mitigation requested (acres): No mitigation required.
Amount of Coastal wetland mitigation requested (acres):No mitigation required.
Page 10 of 13
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No [R]
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No El
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neum), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers . If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
«
Zoae Impact
feet)
(Square
Multiplier Required
Mti gabork
1 3
2 1.5
Total
• Zone 1 eadcads out 30 fad pcgm icalar fiam near bank of dun ut Zone 2 e#eads an
additiond 20 fed fivm the edge of Zone 1.
Page 11 of 13
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.
No buffer mitigation is required.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The proposed impervious acreage is 2.59 acres in comparison to the 3.693 acres
that compose the entire site. Drop inlets along with inlet and outlet
protection serve to protect surface waters downstream from the property.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The site will be served with public sewer.
MIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes El No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
EC I Hto
AppGcant/AgenVs Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 13
Exhibit 1
The Kenneth Ross Property is to be constructed in three separate phases. In Phase I, a
temporary construction entrance is to be installed as shown in the attached plans. After
sediment traps #l, #2 and #3 are to be installed for erosion control purposes, grading
activities can proceed. As the fill is being brought to grade, the contractor will install and
maintain proposed slope drains. Once the proposed construction reaches grade, drop inlet
#1 is to be installed along with block and gravel inlet protection and associated Pipe #1.
At this point, the Creek Diversion Channel will be graded and Pipe #2 will be installed.
A temporary check dam will be installed and the branch will be diverted through Pipe #2.
Next, the temporary access road will be brought to grade and the associated V-ditch will
be installed. Once all disturbed areas have been seeded, Phase 1 will be completed.
Phase 2 will begin by installing a silt fence along the east side of the branch. A
temporary check dam will be constructed on the northeast side of the property to serve as
a temporary sediment trap. Sediment traps #4 and #5 will be constructed along with
associated ditches. Pipe #3 can now be installed with inlet and outlet channels while
maintaining the temporary check dam that is serving as a temporary sediment trap. At
this stage in construction, the branch will be diverted through Pipe #3, which completes
Phase 2 of the project.
Phase 3 will begin by installing sediment trap #6 and removing Pipe #2 which diverted
the branch in Phase 1. Grading activities can proceed on the remainder of the site and
slope drains will be installed and maintained. When the proposed construction reaches
grade, drop inlet #2 will be installed with block and gravel inlet protection along with
Pipe #4. Sediment trap #6 will then be installed with associated V-ditch. Grading
activities will reach completion after seeding is in place and when the temporary check
dam at the outlet of Pipe #3 is removed.
Construction for this project will require the typical equipment that is necessary for any
grading projects which include a pan, bulldozer, backhoe, dump trucks, etc.
Exhibit 2
There are two impacts to the existing branch associated with the Kenneth Ross Project.
The first impact is temporary and involves diverting the existing branch through Pipe #2
(See Phase 1) in order to serve two distinct purposes. First, it will allow a temporary
access road to serve the east side of the property. Secondly, it will allow desired room
for excavation to accommodate the installation of Pipe #3 (See Phase 2). The second
impact is diverting the existing branch through the before mentioned Pipe #3 (See Phase
2). This will allow the entire site to be desirable for commercial development. Once the
water has been diverted in Pipe #3, the above mentioned Pipe #2 can be removed. These
impacts would fall under what DWQ would identify as a stream rather than wetlands;
therefore, specific information on the impacts fall into the stream impacts portion of the
application.
CERTIFICATE OF PLAN APPROVAL
The posting of this certificate certifies that an erosion and sedimentation control plan
has been approved for this project by the North Carolina Department of Environment
and Natural Resources in accordance with North Carolina General Statute 113A - 57 (4) and
113A - 54 (d) (4) and North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c).
This certificate must be posted at the primary entrance of the job site before construction
begins and until establishment of permanent groundcover as required by North Carolina
Administrative Code, Title 15A, Chapter 4B.0127 (b).
!'t 'e in n t T4
?,- 3-03
Date of Plan Approval
. I ^ows,
OS $ Pr a %*
Project Name and Location
sV rr jr -.2,040f` •A- a03
e??
NCDEIR

lqS,t . s,'t Regional Engineer
e?e
°j m a
b 4Oh s? _ 89!3 TOAST
PINE
RRkiE
`? ?vai ?a a ??
CLAM
awcoum
74 BEACH
J 4 ?.
b M
?F?w L A ? cjIZE
OaoBsorv
4
FLAT
- i_, --, ROCK
SHELTON
f TOWN
RANDFER
TOWN -7{
* l
(T AIRY b
LM 00 AWOR"
1(MIIN b
l?
a+?,J
LO lei, L L
J w ? 3 ?d 3 3 ASH
W HRL $ ?
Lo
BS w ?
4 s ro ELDO A 3a '° w
. ?? ?a?r ? a ?
f
co,
"Alawsm st In foupw w
asrwisiwv ?" owtm '?'r4r 3
#an
GOLF 4
KAVER
Mew 4 LEVEE.
CROS,S
P ? ?,N. pow` ??e
EW yp+? J R O C K F O D
'' • COPE]AND b E?
y f4 4 gyp, „?
?m m vwff?
?; w w SILOAM
loom

y? ?0?
DOBSON QUADRANGLE Ugh?P??
NORTH CAROLINA- SURRY CO. 004
7.5 MINUTE SERIES (TOPOGRAPHIC)
1531 1532 1520000 FEET 1533 80°37'30.3v
40' 1530 y.-- t= 1. -
00 u 1 1 col H 4>
H i $ )l /% ail ?.
A"-,
?i, ??1 J ???+ 1? ?? .)) = rim, .? (• ?..-
?V ???? 1 ( f u -J l anklin V'
h
an pit, ¦ h ?F
38
• \? ? (?? ? C( -- ?y,? " 1000000
FEET
1 ?? a )? /?? _ >>
1359
y r` ) a N uel ch
4037
?_ //??????? 09i ,i• .. __ V '? ?' -... ' i.-ram- -
%
?o?'? -C? _
Q
46
o
?m rr 'ri S1 P ut
rosz c
i// # y? ?Q
J ----. 000 V o
o ?
?` ,? Oc:. Al ??) F
1. 1042 II 4035
27'30„
tou
II 1 // iOtO - 11
c:j
1359
4034
135
1 06
1200
1129
~I i 1 1 1 I I V
1 I I
Existi Conc, Headwall ~ lop - 1026.70 ~II
I I i;l~l:;l~ I I ~ In.72" =1 I 1 1 1 1, I I I I I t V RCP 020,00 1 I I I I I I ~ I I
~I I 1; 1 1 1 1 1 11 ~ I I .LP ~ , 1 1 I E 1 1 1 1' I I I I 1 py~,, K . Z
I I 11 i l l l 461 I i I I I I 1 TRAP y H fn ~ ~ O
' ~ ' 1 , ' I ' ' 9. AREA DRAPED = L/O ACRES I I I 1 I' ~I ; I I I I ; 1 1 ; I NS •1L Y i {.1V AM x IRAI f `^.7/Al. 'rP ~ ` ~ ~ W ~
I I ; I I' 1 1 1 ~ 1 1 I ' I 10 . • I 1 1 1 1 1 1 1, SSB, 149 1/a REQ'D ¦ ~0 ft^3 > to
1 i; l I I I I I ; I I I ; % ; 1~ I 'x F ~ F SURFACE AREA = (OAlX3\78X43560) = 1646 ft"2 I I I I I ~FYJI.~ ~ ~B , Q10 -CIA = (ObXS•4XL4) =3,78 cfs 9- P ~ i ~ Q~
I I I I I I I I ''~k ale x SI = L5' x x 4' 1 1 1 1 1 t 1 t ~E 20' 8 ar EQUAL 1 , I ~ , ~ ~ , ~ , ~ ~
. , ~S1 ~S ~ A r.
I 11 1 I I I I i i i I k 1 II II I1 ~4 Sf7E Z ~
i i ~ 1 II I I I I~ I; I I W~X I 1 I - I I ' I_J ~ , 'I `I Z Q J~~
10 I I 11 1 I ~ E.LP. , 7~ I , ~ti r , 1 ~ - IL~. I ~ ~ I ~.A ~ I I I ' , _ 1 ~ 1 it ; I; I I ~J~y/i I I I I r ~ , 1 I9r W ~
V 1 ~ IL ~Wp W
1 ? 1 1 I; ; ~.I i I I I \ ? mdrl 1 1 I V I I I I I ' I 4 11 ~ ` ` ~~o W N
I I I/1 I I I I I I 1 11 II I I J Z ~ z H o
1 • 1 ~ I I N 1 \ \I 1 I I ~ 1 1 1 1 1 I I ~ / 1 l • 1 1 V ~ 1• II I ° , 1 1 \ I 1 1 I I I I I ~I I 1 \ v\1 , I ) 1V A ~ZN W
I I 1 ' I I I ~ ' ~ , x'1 CAROLYN D. BUNKER WQ - N D. BUNKER Z ~ v
1 I ~ ~ 1 A , I C I' I I ~ 1 ~ °~e \ '1 1 D.B. 273 PAGE 121 3, PAGE 121 Z
1 ~ S` I .I I I I I I I ~ • I I i l l ~ I 1 1 I 1 1, ~ • I \ LOCATI Z ON MAP W I ND SCALE Z i- ~
1 •I+ it I ~ 1 I I i II le I I I I I'I ~ I 1\ ` I I I I M• I I I I 1 , ' f WQ~
I i% ~ I. i i l ~ I•I 1 1 1 I 1 1 ~ •I y 1 I 111 I 1 Z o JZQ
~ 1 ~ I f; i~ 11 ~ ~ ~ 1 ~p' i ~°ff.. 1Q~~ , 1 II A~ v • 1~ 1\ 1 ~(d~9 1 ~~r9 ~ 5PC
1 ~ j 1 ' I I I I I I I I I I~ • ~ ~Mp ° 1 ~ 1 ~ I _ ~ ~1 1 • . ~ i ~ I I .I I I ' •I i ' I ~ I'• Tpp c f. ~ 11' 0~ 1~ II ~ \ I ~1 - _ \ ~ ~ ~ 1 ' e~ ~ > ~ ,a - H ~ H
1~ I •I I I I ~ Inf. _ 1(117. C ! J 0 , 1 - , C ' • I•e I ~ I Ij f I I I Ir ~ 1Q12,~e ' ~ tTJ °?B~°~ II { I : ( 1 \ 11 I~ m tp~~w/ 1 1 ~ 1 1 ' ~ Ur-+~
1 I I I 9 1~ I/ I , I ~ ~QV • 1 ~I 1 , • I ~ _ j~ 1 , A I I I III I l r I •I' ~ ~ ' ~ I I\ ' I r 1 1 1 \ 1
j 1 ' I I I I I I I I . • I 11 II ' I 11 1 1 \ '1, Total Area = 3 693 Acree e
~ ' I I I 1' 1 1; I I • • ' • ~ 11~ 1 I~ t l 1 ~ I , t I I I' O I ~ ~ti ':'t l i I 1 1 1 A `I \ '1 v
I (I 1 Ifll I I I • e A 1 II 1 I i I / ~ Area Disturbed = 2.85 Acres ~ ` ~a
I . 1 I ~ I t' • Y 1 I 1 I N I ~ 1 li 1 I e II I I 1 1 1 8 ' e 1 I I ~ OO I I 11 ' I I I I 1 , I 1 • • . ' tea. ( ` ` I 1 yV 1 1 I I
it .I ~ i I~ I ~ n. I 1 I I I ~~U i I I 1 ii I • 1 ( I a I ~ 1 ' ~ I I I , I r 1, 11 I • • • . I I i y.~ I I 1 one ~ on eq ~eL nce: ~ I I 1\ I, 081AIN dl pemwts and cpp?ovds.
1 I I I I I l ! ~ a r ~1 I II f5 I I ' 1~ ~ I 11 I • 1. . , , ' I ,1 I I i J' ~ 2. INSTALL the T~riparnry Carrtrwctian Enfrmce m shown n Plm arn{ Detail.
,I ;.1 I 1 ; all , I I 1 I ~ I ! I Opt, 3. INSTALL Sediment Traps 111, 112, AND ><3 akrg with tk assaiate4 ~y ~ ditcks. 1 4. CLEAR and GRUB tk s0.e.
1 ~ ~II I 1 ~ I , ; ~ ~ 5. STRIP topsdl and nee fa stifle fill m DIRECTED by th ergneer 1~ G. PROCEED with gredtg art+vitlee. g15TALL and tUUNTAIN slope 8•g~y m site is berg constructed.
I ; I ~ ; f ; ~ ~ ; I , ~ ~ ~t}StIBLE AREA ~ 1~', 1 ly 7. t~ lk propoead car4udion reacks grade INSTALL drop nkt DI with bbdc ad gravel inlet protecUm
I I I I I' I > ~ I~ I ; I 1 I I I I ~ • ~ • • ' • • V • . ~ III '1 ~ ( I I I u~ith Pipe N ad ~ outlet prdoctim. 8. GRADE Fa Credo Dh+s'siai Charnel ad MISTALL Pgie It2.
1 I I I S • ~ I 1 I I I I I I I 1 1 I . • • a • 1 1 , I I I I I 1 I ~ 1 1 9. CONSTRUCT Tomparvy Check Darn and DIVERT t3•a?rch T i k'~ Plfpe K2. aenrgpaor~~ i b. GRADE T ay Access Road and associated V-Ditch.
1 I III e S ~ ~ 1 ! •'i 1' I _ ~ I ~ I I{ ~ IL SF2D''aT~disbrbod areas per Seed' iFications within 1 t4. IAI5PEC1 dl meaiWw aFkr eah ranF Id ad m 5 ~ Iq f"nd
` a II r' l l v ~ I , i I A I ~ 1 1 A I ~ When !df full. MaFitaY~ ~ Y problans. Ckm 5edment Trope 111 ~ 1 dl rr1005Ures n good workng cadition tir+agh all phases of
/ I 1 i ~ . ' I t 11 I 1 1 1 f + ' ~ 1 i
_ I// ~ ` I • • •1. u a i~ ' l III Il % 1 I \ ~ I ~I ~ 1 I 1 i •1 I 1 • • ~ 1-11 ~ I 111 ' 1 I I 1
I • . ~ 1 I I A ti ~ ° '1 :I ~ I , ' arr~liye Desnrln~i~r• j ( i PR01[CT DESCRIPTIOIb Tk aF the b to
1 I v I . , I I , ~ 1 1 I ~ ~ 1 ~ I I i I , , ~ vF . ~ ~ ~ j • ! v 1 1 , I r i i , ~i ~J c~ ~ I I A~' I I P~ R°Jezt ~ o slt~ Fa a future cam+a'cid 11 ~q airq With hAere asphdt aaoeee and por*ip. Adir~ics fa thin ~ erosion
j 1 I \1 1 ~ \ . \ • • • wJ ~ 1 , I ~ , _ ovtrd mares, cko*q ad grvbti~ and ~e
/ ~ " I I I ~ • . • • . 1 1 I ~ I + I ~ / I • ~Y. ~ 1 1 t I I j 51TE DE5QtPTICN: 1k site is located h I'bmt Ary, (Sirry ~Y) North I ~ 1 1 mNw root of Ur frirsectial of U.S. 52 and NC 601 Rak ~~0 approxinattly
/ l i t CIS' \ ! . ~ i I 1 I' 1 of I-TI ad NC H'igleey iq. Tk site is laa4d beta ~ ~ d ~ stun ~ ~ the ` souU~an f'tpht-oF-uny aF NC 601 o ' ~ ~ `I ad the rritn right-d-~rgr of I-74. The 3.6~ ave site is uwsll ~710I'
\ . • 1 1 • 9 ~V 1 v ~ I I 1 ildYdr~ t1~ ad a rndl trench rr+eordery n a weal to rothbart dished with vegetdian mostly O~G 1 i ~ i III eKtlRl dlVldrg the ProPertY
1 1 . { . ~ . . V 1 1 I I I I r /7/_° •fI ' 1 N 1 ~ I 1 ( ~ 1 / I , O
~ I I
_~R ° \ ~ • 11 ° . e . • a 1, • \ \ 1 ` 11 1 ~ 1 ~ ~ v ` ~ 1 • \ 1 , 1 1 ~ ; ' ~ ~ ~ E.I.P. an Lire Ate' 1h W?PMe ~ g this project info two sepernte phasry is to caestrucl I uN Z Q
1 I %V v ~ • ` • • A ~ 1 \ ~ ) ~ ~ ~ P 315.311 i~tbiq tit existir irotth except For the proposed anek diversiai c ~ thout ~ plrte tb LtiAdr will bees access htriel. Qi campktia, of the fist Z to tk south side of tk property via lk ~ l ' i>~ I ~ tb Qnde phi 2 can bran b1' irntallnq o i0• which will ~ ~~10-y access road. Qxe - -
1 ~p~, 91 ~ 1 A \ 1 1 ` / 1 • \ l \ t I ~ ~ D9e drvet the brarrh. (L 1 ,
1 •a ~ ~ ~ ~ 1 0 / Q
1 _ ~ °~I ~ 1 A ~ V 1 n. I I I I J ~ . v ° 1• t •A a vV A ~v 1 ~ ~ I I II o i i A J ' ; ~s $'Dja~ ~ ~ _ Q ~ I ~
I 1 " ~v 1 ° ~ t ~ , 1 =U ' ' ' ~ I. EMdYn Ddun Far tics . j ~ { r' ; ~ ~ 2 topo was establisiud krfrl N.C. D.O.T. Ro,lxt 6.71g005T. ~ ~ ~ I ~ ~ ~ ~ ~ Centor Me'vd • L0'. f--
Q~'j e" 0~ V ` 1 1 1 I ~ II r ' ~ 1 ~ I ~ I 1 Z =
' ` ' T ~ 1 1\ 1 1 I 1 ~ ~ ~v-\ 1 > ~ V` ~ 1 I .52 I 1 , I I ~ I 1 ~ I I I O
UT ' ~ o ~ t~~RE XPANS~ON ; ~ E ; S~LYN D. BUIr(ER ~ O
I t ~ ~ . + i, 1 `V,° rya ~ ° 1~ A , ~ ~p ~ ~ II II 1 1 ° ~ , ~ ~ •v v\ ~ , ~ ~ 1 1 I ' 'PHA 12 1 ~ I, E v i D.B. 273, PAGE 121 Z
_ I 1 1 d e l 1 1 1 ~ T \ 1 1 '1 I , I 1 ° I ' ,1, 1 ~ ; ~ 1 ~ _p ~
I r I j ~ ~ 11 ` I , Af • ~ ° , i ~ 1 ` \\V . ~ , , , r j ~ ~ ~ 1 v`, 1 ~ ~ ~ 1 I~ 1 1 ~ ' 1 , 1 1 Ip i I ' `I ~ 11 1 II 11 i O I ~ Q
+ ° I , ~ v , ~ 1 1 1 ~ 1 ,,~1 . 1 -t , 11 `V '1 I t I 1 11 1 ~ I w i I 1 1 , z
1 1 ' ~ ~ I ~ ` ` . al t . ~ I 1 1 1 I I 1 ~ 1 1 , 1 1 `,1 ~ I I ~ 'I W Z I 1 1 1 1 1 1 + 0 1 O
1 I 1 ~ 1 - . . 1 ~ 1 1 l '~MM 1 I 1 , p 1
v v •I Q ~ A. v `fix 11 V ~ 11 I VQ `REC'D = LQO AG x11800 ft 3/AC ~ 1 1 '1 ~ O
I+ V 'f A vV ! I 1 ~ 11 1 1 1 1 ~ v • , ~ • ,1 : ~ a ; FENCE ~ Ql) ~ 1 V~ =1800 ft"31 '1 l ~ ~ ! `I SURF' AREA =~,,,~,,MM~~,~,,~~43g60) = 1 FT"Z '1 ~ ~ ~ SEDAENT ~ ~+~hr+^ ~ ~ Z (Y
I I 1 v . • ~r . v O ~ ~1 SEDAENT I v ~ FE1tCE ' X110 = _ ~O.fiSX~4 =3.51 cf ' . ' ' 1 ~ (N~/
• 't , S)~ I 1 ~ ~`v SIZE = x ZO''llx 15' br EGl~4l 'll i 1, 1 I I + 1 1 1 1 a
't • .1 ~ ,1 , v 1. c 1 ~ ` ~ 1 + \ \
• , ' 1 ' , ' a~e• USABLE AREA 1 • • ` . . ~o: ~ \ ` 1 •0~ ~ • 1v , ~ ~ 'v I 1 I l I 1 t ~ W \ ~ 1 - 1
1 __J l \
e ~ 1 T \ , I \ \ \ \ \ ~ , ~ \ 1 \ \ \ \ 1 / I 1 I~ \ `II
i I 1 1 y 1 •V + ~ ~ 1 I ~ v i \
I • . ° • \ 1 I I 1 w t ~ • • ~ ~ .1, \ I • I• , I \ \ ~ \ 1 1 1 11 \ \ \ '1 1 I \ \ \ 1 ~ 1 \ ~ ~ II \ \ \ \
I i h \ 1 ~ Y ~ • \L \ ~ \ \ 1 1 1 ~ ~ \ \ 1 ~ \ \ \ 1`• \ ~ , 1 \ \ \
1 I " i • J v erg `y \ ° \ ~ 1 E.LP. I 1 v~, , 1 , , ,
, + ~ + , 1 ~ v v\ v\
~ l ~ ? ~ , 1 , ,
I 1 ~1 . ~'A~ ~ ~ A v\ ~d• A •A A 1 . ~ • . \ \ 1 , Iil 1 '1 1 ' 1 1\ \ \ 1 ~
AREA ~ ACRES 1 " 1 ~ , a • • 1, ~ • • \ , 111 6 + 1; I I + I , 1 1 A vv ~Y
NDL Rm'! • x 1800 ,'ft^ (W : • + ~ ` + d` rc~ ' \ 1 1 1 1 I ! + 1 I 1 i i~l I I ' + ' 1 +
VDL Rm7 • 1 1 10 BE REMOVED ~S• E OEd~1l~ • ~ \ r ~V ~ ° ~ . T~ ~ SURFACE 435605 =823 ft^ • 3' ~ . ~ , ~ 11; I I I ~ ~ 1 I 1 + 1 1 i ~ ~ ~ ITENPORAR41 CFECI( D~An j i ~ 1
' , I ; (SEE IBjTAI~ ~ ; ~ , ~ ~ + , 1 , r
S1xE 1 - aM EpIIAt. - I 1 \ I ~a ~C I
~ ~ DIVERSION G1iYf1fE1 i ' 1~ '
•1 •y r I '(SEE DETA ' ~ a ~ EIP \ - ~ tl) tl ~ EXISTING IRON PIPE FOUND , DATE REVISION
\ . \ . \ \ t 11 ~ 1 NIP - -N ~µi1S ,1 1 NEV IRLN PIPE PLACED ~
1R v I ' I 1 I 1054 ` - S I I I I , ~ \ V`. 1 ~-~'s1~~T~ vv _ C I 1 A - ~4" 1 PP A
~ ~ ~ , ; ~ ; ; I I v , 1\ 1 1 , I , , 1 ` --0 E.LP. POVER PALE ~ ` ` TP
1 ~ I, r 10i0 - 21.4 r ~ ~ ~ ~ . vv 'Q, `v TELEPHONE POLE E21. 4' vv ~ _
1 / i d I 1 ~ , I / ~ 1 1 r I' 1 I I , 1 I r r I' 1 1 ~ 1 _~a- - G ~ ,h ~ - LIGHT POLE
1 1 I II ~ 1 p5'32 W , 1 I I ~ ~----t'---~---- 1,1~4D_ v\ , , , ~ ~ / '7 S~LFi SANITARY SEVER r NA1*~LE
1 ( , I I 1 i ' , I I I \1 r / ~l , I 11 I, , Iriv. "Rc kM.5+1,Rc~ . - R.C.P. a+~lln,r, ~ ~ P ~ i ~ REINF"QRCED CON der ~4 . ~ CRETE PD'E ~u CAR ~~i
, r ~ ~W INJt1 , 1 I •vV , 1 , I I I , • ~ 1` A\ . , V 1 \ o ~ , 1035.00~~. 0( - - t- \ - _ CATCH BASIN ~ '9
1 II (P o7 ~ i v . ~ v~ vV vv - 040 - - _ I VV t E
I II I~ I I ~ O I v I A 1 A I ~ I ' _ V 'V 1 1 1 ~ ~ ~ _ _ _ - - " _ " VATER VACVE VN .
1 A V II i ' C J I ~ ' ~ ; , ~ I I Ex Inv~n 30'R pl I I I , 1 " I 1 I I \ , I I 1 • IS _ I I I ~ _ - _ VATER NETER • I I 1 • I I 1 _ _ • _ _ - Tt"
i~oodu,all 'f~, 104A.93 ; I 1 I \ 11 ~ ~ A-- - - - - _ Tow aaRB 's l 9 i I I - - - .
1053.63 I Inv.Qut ~ I ~ _ I ~ - - - ~ - I ~ ~ 18 aicp-1050.62 I I ; I ~ - t• A I ~ 1 I I . . 1 - - I ~ ~ CXP. CORRUGATED l£T • J - AL PIPE - _ . i
I I I , ~ . , I I , ~ , _ - " - " UNDERGROUND ELECTRIC LI ~
I _ I , , ~ I ~ , I I ~ ~ ~ _ ~ 1 , I - , - _ a OVERHEAD POVER LINES
~y ` I I r 1 I . , ~ _ ,
4 ~ 1 - ~ -----1MfDERGROUND VATER LINES
- - OVERHEAD TELEPHONE LINE'S O O Z - y„
~ ~ O ~ Z .~j------- - ~oio cA ~ ~ ~
- A BLED ACCESS RIGHT-OF-NAY ~ O ~ ~ W
I
I - /
O r Q Shoulder' E1em'+ ~ 2 m m
K~iMr U 2 W
I ~ 1 1 ~ ~ O L k
I ~ ~ I ~ ~ I ~ GRAPHIC SCALE o ~ W
I a I 30 o 1s 30 w U
f _`r IN FEET SWEET )
1 inch = 30 n,

~ I ~ 2 1 i
. ~ I I ~ (.~K IIP.Qi~WQI
r ~ Inv':`" '=I
kCF 0?U 00 E LP u
II ,i ~ , 93E'46'S~ 9 ' V~ ~P(L
I ~3 ~ ~ ~ ~ , ~ J ~'>e Z I ~ ~ Lj~ n H ~C LL O
Per
2 ~ W ~
~M~' ~ J023, ~ E ~ ~ ~Pr ~?rP,, Ob A 8~ ~ Q~ett~ ~Nt1e x ~ P` ~
- ~ ~
~ ~s ~
'v~/• ~ ~ ~ ~ ~ sITE ~ ~
- Z 4 r~
~ •
~ ~ ~ a - ~ 02~ ~d , 1 , ~ w ~~O
/ / _ !o inn: ~ ` \ ~e\ W ~ , _ ~n
i ,1P 1 x ~ \ W ~ G- ~ ~ F i
0 1 / ~ ~c C ~ nq ~ i a ~ ' AREA DF TEMPORARY CHECK DAM ~ ?
W AREA DRAINED = OSO ACRES ^ I.,.1 d_
1 ~ ~ ~ ~ / RE VOL REQ D - 0.50 AC, x 1800 ft 3/AC ~ ~ ~ Va. REQ'D =900 ft^3 Z
1 \ ~ LOC ^ AT10 _ NMAP SURFACE AREA - (O.OlX1.75X43560) 762 FT 2 W U l
1 i ~ ~ ~ ~ ~ ~A ~ QI~ - ~i ~ ~ 1 ~ 1 i ~ \ 1 'P 1 " ~ ~ ~ ~ vp~ SIZE- Q10 -CIA = (Ob5X5,4XOS0) -1,15 cfs NU S'CAIt 1 E-- , SIZE = 1.2'x 20'x 38' or EQUAL. W ~
- - ~ 1 ~ ~ v _ 1 ~ ~ d~ 1 ~ ~ r 1 !p ! ~ ~ C~ ~j Z C~ ~ H
~ C. i ~ t ~ a r f , a Drop 1n ~ ws Oti !Qr !0 ! ~ ~ ~ , ~ e~t~°~~ _ _ 1 ~ T _ Ipt, ? 0 ! ~l ~ { d S ,ec~,lor` ~ Z Q S
~y~ , e J D ! ~.w~ d',E~ to~1~ C ~ ' _ _ ~ 1nb . b4 80 ~ B OJ ,tp ! ~ Q,1fte Q, De 't°+~~ YN NK~ ~ ~ (U _ CAROL D Q~l
~ ~ ~ ~ 1 i~ I ~ J O ~ ~ 'ri ~81 !042,$0 . ` ? d0 Ole !0~ - 9 iSe , ' ~ ~ ~ (bpe ,°~e1 • ~ 102 D.B. 273 P 121 H ~ ~ 0P AGE ~ U
` 12A.
~ 1 ~ ~ ~ 1 , ~ ~ \ ~ - - ~ I W Total Area = 3 693 ACrP.A m
1 \ \ 1 ~ t
~ ~ ~ \ 1. 1 ~ - ~ , 1 ~ Area Disturbed = 3 15 Acres
1 I ~ t
1 i `t0 A ~ ' ~ ~ 1 ~ ~1 ~ ~ I ~ ~ I ~ ~ rt ~ 1~ X~ Gonst_rLCtion SPa 7P*+~o•
~ ~ ~ L COMPLETE Phax I. S 2. INSTALL Silt fence along east side of branch.
~ ~ 1 ~ ~ ~ o I a, 1 ~ ~ I I~ t. . ~ I ~ , ~ ~ ~ I r• l ~ 3. CONSTRUCT Temporary Check Dan to serve m temporay sediment trap. 4. IN5IALL Ttmpuray Sediment Traps 4 ad 5 ad ossaciated ditches.
l6, 5 INSTALL Pipe tt3 with msociated inlet and outlet chapels while maintarp ~ t<mpormy check don that is serving as a temporay sedirr~t trap.
~ I i ~ ~ ~ ~ 1 I ~ ~ i I j ~ ~ FUTURE ASPHALT ~ ~ , ti b, DIVERT oaten though Pipe tt3.
PAVEMENT 1 ~ 1 `I ~ 7. INSPECT all meas~rres offer each rainfall and repair my problems. Clem Sediment Tr when half full. Mairddn all mr-asures in good working conditbn tfraugh all phases o{ ~
~ i ~ 1 'o 1 I~ i ~ 1 s. j ~ t ~ i~ 1 crostructron. , i
~ I ° i ~ ~ ~ i
%n ~ \
° , ~~Z~ , roject Notes:
i ~ ~ i ~ ~ 1 ~ ~ ~ ~ ~ , ~ Li I. Elevatim Datixn for this topo uas established form N.C, p,O.T. Project 6.7490057.
a ~ ° ° - • ~ ~ . ~m~ ' ~ ~ '1 t ; AS't 4Z: ~ ~ 2 Contour v~tervol 1.0'. t 4~ 3 323 LF OF b0' Alaninited T II i I ~ Z: YDe P pe, 2 Gage 5 x I Carrigotim.
/ ~ ~ ~
a ~ ' ~
~ i ~ ;
CMp .r - ~ 1 ~ 1
1 X2.31 r ~ ~ I \ ~ A
1 , - ~ ! ,~a ra„ ~ t ~ , j v~dy _ - ~ 4. ~ ~ ~ L 1 . o ti ~
1. co~K~ r - , ~ 1 ~ ~ i'~~
~ ~ ~ E.LP un Lae Z Q
~ 1 / ' ~ i - ~P315.31' Q Z ~ ~ J _J
1 rq~ W' P ' ~
1 e.' ~ \V i i ' - .oa.1.,, v ~ ~ ° ~ ~ W ' ~ ~ i ~ ~ t ~ J ~ Q_ ~ i ~ Cn - Q
r' "f ' i c ~9 ~ I ' ~ ~ s U
}t I8' 'mil ~ • , ~ a' ~ ,rr o>. ~ cn I ~ ; E- z
~-C) ~ ~ ~ Z I ' ~ ~ i ~ - rp ~
X4.5? \ ' ~ ' ~ ° . ' , ° Cn ~ AREA D - 0.20 ~A(~tES 2 O O ~ ~ j V~. REQ'D 0.20 AC. x 1800 f!t^3/AC ~r U
,f • . ° ~ . t ~ ~ ~ ~ndr',~ l ~ ' V 360 f t'~3 ~r~ ~ O ~ ~ ~ REfYD _ CAR YN D. UNKER r^
~ ~ ~ ` ~ ~ Zn~i^'~ 1 1 . ~ c.rl , SI~IF'ACE AREA = <O.O~X0.702X -306 FT^ Z Z ~ Vl ~ , _ 2r D.B. 273, PAGE 121
1 , , ~ Q10 ~ - CIA ~ (Ob5X5~AX020) =r~,702 cFa ~ O ~ - ~ , SIZE = L2'>< 15x20", or EAUAI~ ~ ~ Q~-
. ~ a ~ L 1 ti,. l ~ ° ~ l ~ o ~ . 'o ~ 1 ~ ~ s ~ (o - V O ' ~ ~ o I Z
1 ,.a ~ ° , w ~ ~ ~ ~ ~ 2 ~ , 1' Z I i W
1 a~ ~ ~ g sEDl~eH4 ti i - ~ RENCP, ' 1 ~ ~ Q 1 O
- 1 ~ i~ ~~1' ,e ~ 1 1 , . c ° ~ ~ ~ i ~ e~ ~ ~ ~ 1 ~ ~ ~ U U
,n . ~ _ ~ , • ~ ~,x ~ hC , x ~ L ~ ~ ~ ~
I ~ ~ i t I , n 1 ~ ° ~ ~ ~ ~ ~ ~ +1 ? 1 , 1~ 1 S I Z i S i ~ 11 ~
X ~ ~ ~ ~ ? -I ~ ~ ,
' ' ~ ~ ~ t ; ~ ~ ~
i ~ • ' . FUTURE ASPHALT` . ~ : _ a ~ -F ° ;,,e; ~ ~ =Q , i ~ W
' ~ + ~ ~ . , ~ ~ ~ ~ ~ F-- ;
1 ' . ~ . o ~ ' ~ ~ ONSTRUC'ZION LIMITS.
• ~ F ~ ~ . r ~ ~
1\ ~ Y ~ ~ _ 11- ` , ~ -I- ~ i ,I
I t, i
~ i ~ ,.rN ~ " ~`t ~t C 1 ° C ~V ~ ~ ~ ~ i ~ ~ i ~
1 ~ • ~ , G ,~rv~ a + ~ E.LP. ' ~`~4 ~ 7c ? , ~
° ~ ~~~I~"" ~J E~ ~0 'e ~ n ~ ~ ~
pp ~ ~ S ~1 , i° tT ~ 9 S ~ \ , ~ y ,
~ ~ ' ' +~T~NPpRARY CHE`iCK DAM
~ ~ o ° ~ ~ ! ~ f$EE DETA4L) 1040 9~`
1 ° ° _-.10 BE RE~IOVfO °~l V=DITCM t038 036 ~5 ~
. ~ ~ i ~ ~'v ~ ° • ~ t ~ C~~1 y/ 1034 i ~ . ~ ~1~
_ ~+t ~ ~ SS, ROAD i ~ai ,~~G ° `l11
SS~~~ i S~ k~
~ X,. ~ ' ~ EIP EXISTING IRON PIPE FOUND ~ATf REVISION
X~~ ~ I
~ 1052 - ~ NIP MEW IRON PIPE PLACED Beveled En~.S
`A~ ~ 1054 - ~ CSe ~ 1 ~ ~ 1 CS¢e ~ ~ at-- t0"' A PP ..L POWER POLE - ~ ELP.
1 _ 056 - ~ ~ 1058 TRUG ION'dIM ~ ' S _ A TP f _ P P
• ~ ~ 1030.00 ~ SEDIMENT TRAP t5 LLE HONE OLE '1t1Y: ~ _ Intet'erotectloq >1)~4 ~c (See~DeCaiu AREA DRAINED = 0,75 ACRES LP LIGHT POLE
1. ~ - h VQ~REQ'D = 0.75 AC, x 1800 ft^3/AC
~ ~ ' ~ . 4505'32." W K A ` ? ~ '"'~a".•,~,,,~„y.1~.- - Ft^ S. S.M.H. SANITARY SEWER MANHOLE tr~4`96iltlrgtp' , n 3 CRR iii _ - Inv.5q Rcp SURFACE--AREA ~ (~OiX2.63X43560) = 1145 FT^2 ~M Q~/
InPa$"RC R.C.P. REINFORCED CONCRETE PIPE /Y °o p ~l`'-9, 1033.89 ,~0~= CIA = (b.65XS.4X0,7~ = 2b3 cfs °°~~•r S$f ,°••9
K/W ~ . 1035.00. _ SIZE. ~ 1,2'x 20'x 56' or EQUAL C.B. CATCH BASIN . ? e~~ ~ . • w • . w
- pL _ '„ih~ _ WV WATER VALVE m JCCt ' ~ . A ~ ~ ~ ~ - ~ ~ - e
- ~ , 4 I _ - - ~ WM WAFER METER ~ ~ it cJ,
Existin Coca ` Inv.;ln 30"Rcp ~ ~ ~ ~ 9 Weadwall Yo 104A.a3 sT'~ - fr' ~ _ TC TOP CURB ee ~a~o, ~ a.
~ ~ D I nv.~t I 4u 1053.b3 I ~ ~ 1 - / _ - i ~ C,,~, b _ _ - - . _ 1`,l' ~ pro ~Gry •e....r.a" yV'°b _ - C.M.P. CORRUGATED METAL PIPE r~ 't. ate
~ P - ~
Q' , E UNDERGROUND ELECTRIC LINES _ - `c _ - ~ - P----
~ I ~ OVERHEAD POWER LINES - ff _ a
- ~y - \u: - v - UNDERGROUND WATER LINES ~
~ ~ ~ - ~ - - - ~ ~ - O 7 rf - r-----OVERHEAD TELEPHONE LINES O ~ Z - ~
~ ~I _ _ „ ~ s9 ~ O ~ ~
, ~ - , _ - ' RCS V r- QD --~>f _ ~ CON TOLLED ACCESS RIGHT-OF-WAY O
i - ~ ~ q CO ' t,~
j; - - ~ _ - ~
\ , _---__--_T_- O _ ~ m _ _ ~
~ I ~ - ~ - „ , , ~ , a,.,. t~~, Gutter ;
KI com. yfloutucl G 2 LLJ
j i~ Lif
1-74 RAMP GRAPHIC SCALE
30 n ~5 30 60 120 SHEET
I
( IN FEET
/ \ 1 1 inch = 30 ft.

- - 1
' ~
' ~ ~ ~fi.,i Existi Cax Headwall
~ n9 ~'r-~-~ ~ , Top ~ 10lb. lU r
i ~ ~ ~ - ~ Inv.72"RCP-1020.00
1 ~ i I' ~ E.LP. 1 I I 11 ~ ~'Ki z o ~
1 9. R D.. d y- a ~P,c W
I ~ S HST. 1~ ~ t0 ~4 ~ ~
2~, I ~ , ' 8' gy, P ~ 1
~ ' , Ith>1'r F ~ ~
,~r~~~ ~{+t1e X 1 ~ ~t ~k ~ ~ ~S q n
~an~; ~ , ~~4 S17E Z ~
~'I~ il`~ ~ ~ k I ~ d ~
I ~ I I I i i 1C" ~ I~ 1~' I' W I 1 ~ l I- W~
i ; 1 ; ; I ~ 1' O~Y~ Y 1 1 : '1 E.LP. , ti/ ~ - it 1 r ~ ~ I 1 + ~ 1 _ ~ ~ 1, W ~ 11'
`I J.~ ~ ; ' ~ I ; I ~ ~,T'~ ' , i I IS~ , r 0 'Il t 1 W hM ,~0 ~~o
i~ , . 1 1 - o pr ~ 11 I I I I I I a I , ~~I I~ ~ 1~ Z h o
~1 ~ '1~ ` I I ' 01 Q Z N W
1 I...o~...;.l.~f' I 1 1 1 1 I I ~ ~ f 11 ~1 / 1 II 1 1 1 I I 1 I l ~ ~ 1 1 I ~ Q'Jn ~ 11 W -
^ I 1 I ~K~I I I ~ cV \l , S - / . ~ i.l l I "Wr I 1 1 I \ 'F ~ 1. ~ I Z~U
~ i , ~ I I I. 8 ~ ~ O C A T I O N MAP ~=7 L W
~ I i ~ r~, I~ 1 N _ I 1, i " - i 1 1 I i l l I 1 11 f , ND SCALE Z ~ Wt'Y~,
1 4 ~ I-, 11 j 1 t R/A - 1 I 1 ~ tai I I I 1 r U i . ~ i ~ ~ it I Ir, 'Ili 1 ~ ~ Qp~' © H JZQ
i ° I I I I I, I j/~ v - ~ ~ g 1 I ~ W 1~ ~ . _ ~ ~ ' 1 I J ' ~ I ~ d I ! C ~ ~ ~ 1 M
1 I 1 . I i ~ " ~ I ~ 0~ /0 11 ` ~ ' 1~ `)~C~~ ~Gt10P ~ iTk - j1; 1 ' ~ , I ° ~ ~ 10 1 1 '1. a\ X11 nd5 ~ ~ >N
1 ~ ~ 1 , i ~ i ~ I I 1 ~ ~ 10'~ j0~ lOlpf 11 10 Oi~~ IO / ~ 1 ~ V - - ~ 1¢d ~~~}¢~,4~1 ~ ~ I I : ; , In P ~ 1047, ~i OJ "'0 / ' ~ - 11e'~,~$eel
~ , I 1 I 1 Ib 'i v~ - 8~ 0 1 ~ 1~ 0 / j' 1 r C ~ 1 ~ ~ 11 I I , I 1 'kb y/ 42g0 B 2E' 1 1~ r 11 q ~ a,~ 9 I ~ ~ ck R ~ 1 1 , t l ~ l iii 1 PI I 2 1 b ~rq LI ~ X01 ~ ~ 1 D.B. 273, PAGE 121
~ , l Y I a N Lei . ,
~ I i , I I 1 1 ~ I tQN) ~ 1 I `1 X11 1 ~ ; i 1 I j i I i t - ° 1 1 Y 1 1~ Total Area = ,'~$Q,~ Acres ~ ,1
~ ~ 1 1 1 1 ~ 11 1~ II 1 \ J 1 1 1 Y - ~ 1 1 _ ~ ~ 1 Area Dietur~ed = 3.95 Acres
~I 1 1 Ll11 _ - 1 \ 1 1 1 ` i 1 _ I I
11 ~ ° Ir I J - , 1 I I , 1 ~ r ~ ~ d , l,q ~ a~ 1 - i ~1 i ~ ,1 ~ ° r I one c gun
~ ~ ~ OS ~ I 1. COMPLETE PMkee 2. j 2. tNSTALL Sedinent Trig tlb alay with associated berms and ditches.
, i ~ ~ ~ S. I ~ II 1 S, 3. REMOVE pipe tt2.
i ~ 1 ~ ~ b ^ ~ I I 1; 1 ~A I L A i 1 I 1 I W 1' , a 1 J ~ 3. CLEAR and GRUB fhe remaFder of the site. ~ 4. STRIP topsoil and use for msite fill as DIRECTED bV th ergtrea~.
~ ~ ~ ~ I 5. PROCEED uiith gra~rp activltks. INSTALL and MAINTAIN slope drains as site is beirg crostructed. ~ YNrn the proposed caratructian rnachee grade INSTALL drop hkt rig urith block and grovel inlet protection
; ; I, ; ~ FUTURE , SPHALT 1 ~ , 1 ~ 1 lr ~ alaq with pipe W.
~ 1 P~~1~E ENT ~ I Yl ~ , ' b. Ohoe site b to ~ kNSTALL R1p-Rap V-Ditch d Sed'ment Trap i~5. ~ ~I 1. 5EED dl dietubid arras per Seeding Specifications urithh 15 days of Peal Qnde.
~ I B. After veedrq is eatoWiehed REMOVE temporary check don that scvea m o tarrparary sedirrrait• trap.
~ I ~ I 0~ ~7 4 ~ ~)G ~ •'1 i 1 ~ l~ 9. INSPECT dl rrraevta after each rairrFdl ad repair err/ prroWerns. Clean Sedinerrt Traps vA~ haN full. Mdntain all meaeuros h good wa•khg urxNtian through dl phnees of
~ ' ' ~ - ` J~ ~ i ~ i I ~ ~ l ~-1 a , 1 1 , ~ ' taratructian.
, I i f I
I ~ o 4 r Wi a ~t 1#~ 1 ll/p ` ~ v IA 1 ' d li I I I , 1 1
1° v n se A~( 11 R J , I P~ojget Notes: 1 , h~ I I. Ekvdian Ddum for this topo ryas established farm N.C. D.O.T. Project 6.7~g005T.
` a ~ .7 e 1 1 I ~f. d o a dP~r~ .y~ ' ,~j 1 ~ 2. Cattarr interval • 1.4'.
~ ~ i i I ~ I ~ J ~ !I ~ 1 I ! 3. 323 LF of 60' Alanirhed Type II Pipe, f2 C,aoe 5 x I Carrigdiar. ' ~ 1 ~i 4. Mdntah a berm alaq the top of the sops durkq canstrvctlon to
~ ~1"- ~ i ~ d 1 1 ~ d 1 \ ~ ~ Y I a a ~ ~3 ~ ~ u ' ° 1 Y d 4 1, prevent water From turning over the slope. PY•aida slogs drape
~~xi ' I~''~.JB' ~ z ° ° b 1 ~ 1 ° ~ a ~ 1~lI _ ° ~ 1 0 Chip ~ n ` a 1 1 q others spoon to get uala' daun the slapp. (Z' 1
~ ° s ~ ° ~ ~ ~ I ~ j o ~ 1~1 ~ ~ - J ~ 1 ~ , ~ I ~z~, _ d , 1 1 I I ,o'~ Q 10 l.t_ ~i Ip 1 ~
, ~ ~ 1 4 1 ~ . 1 1 'r 1 ~ 1 _ ~ r J ` 4 ° i d 1 I 1 lY 1+ I
~ ~ Fr' J~. ~ A 1 Ip G~ ~ ~ ~ - - - A 1 fY ~ 1 _ d ~ -Jt ~ A ~4 ~ .1 1 ~ 1 __~Q G.r ~ Z r ° ~ ° E.I.P. m Line z
~ / ~ ~ ~ ~ 4 1 4 t 1 \ l / I ~ of ~ 9 315.31' J
~ _ ~ ~ ~ , ~ ~ ~ ~ ~ 1 A U ~ > I r ~ 4 ~ } ~ ~ tl ~ ~
~ I ~ ~ ~ :d ~I ~ ' ~~1 J
1 ~'~C , d V V 1 J' V ~ 1 ~ 1 rd< 1 J~~ ~ ° ~ Q Q ` 1 i 1 ~ ~ ° 'lea ° j ~ = Q ° o ,I i y ~ ~ U ' c 9s
~ ~ C~ ~ Q ~ ° ° S' I J, I ip \ 1 1 1 ...-r.. ......'1 ~ A J ~ ° ~ ° 1 a I ; o ~ 0 f- Z a v 1 ~
I d~ v/.I ) ~ I i r d d~J C ~ 1 N 11 ~ d r 4 I 1 i ~ ~ D n.. ~ d d ~i 1 A 1 1~ Q 1 ~ e l I r z ~
Y ~ N' ~'tiG ~ ~ ~ ° ~V Q ~ , , 1 I ~ I a ~ ~ ~ ~ ~ ~t ~ Q ~
I r ~ r ` d \ t ~ 11 ~ ~ ~ ~ ( 1 I i i i 1,Sr r Z
d ~4 d ' 1 r ~ C I d O~ d 1 11 ~ ~ ~ ~ ~ CAROLYN p. BUNKER ~ ~ D.B. 273, PAGE 121 O
I - 1 d~ `4 ~V ~ ~ - ~ aV + ~I d ~ 1 7 ~ 1 ~ 1~ ~ ° ~ d C ~ ~ ~ V I ~ 'd I l , I ~ d
° ` m ' ~ ~ a d ' i ; ~ ~ 1 ,4 ~ ° 1 ~ N r;9 ,
~ , - ~ ~ 'l 1 ~ a a, ~ , . N 1 i 1a ~ 0 ~ i LL 1 1 1 I Q • 1 Z
~ `I J~ eta ~ 1'd ~ 1` I ~P ° ~'1 ~ <9 , ~ 1 ~ a d C ~ ~ , d 1 e , ~ 1 ~ ~y ` ' , ~ O
y ~~0 I n ~ 1~ ~ 1~, ~ , 4 I cT J~ Q I t 1 ~ O lA 1+ d a ° i ~ IQ O ~ V /n 1~ t 1 1 4 1 Q p 1
~ ~ 1 j~~ ' 1 2~ ~ I^ Y ~ '~i ~ 1 ` b~ o FUTWRE A~PMAIT 11 `°I`
~p ! ~4;`' I 1' ~ ~ ~ `A~ 1 ~ Y Y ~ ~ ~ 1 I '1 1~1 ~ ti fUVEf?IEN~~ a 1, ~1, , Z
~ I ~ ' Y J, ~ ° ~ 1 1 ~1 1. 11 ` Il a i ~ 1'1 J 1'1 11 ' ' 1 d , , ° e 1 ° a ~
~ ~ I ~ 11 ~ ~ ~ `:J ~ J G ~ a Il a, ~ ~ ~ v ~ 1 1 1 I ld 11 q 1 1
1 ~ A _ d ~ d ~r I 4, J ~ ~ ,I ~ U d 1 I 11 U ~ ` 1 s~ W 1 1 1 , 4, f
~ ~ 1 I ' , J~;~ ~~I a, ° ~ ~ Q ~ 1 1 . d, F 0~~ 1-- ~ ' l A 4 9'
1~~ 1~ ~ a FUTJURE ASRF~ALi`, 1 ° ` ~ J ~ ~ V 1 ` 1 ° ~I d a~
~ ~ 1 ° ~ a 111
I e I ' ~ ~ ~ ~1 , ~ o A ~ ~ ~ ° ' a i ~ ~ i ' ° ° ~ r
11 ~ ~ 1 ) i 1 1 J \ ~ \ 1 J 1 , ° ° r ~ ! ~ Q1T. ~ ~ v r tl ~ l a ~ ° i
~ I . 9 ° , 1 I <1 ~ ~ ~ ~ ~ , ~ ~ ` ~ ' a 1 ~ a r ~ ~1 1 v r
I N1 ~ ~ V`. ~ ~ , 1 ~ ~ d I ~ ° t A ~~,t Y ~ ~ ~ J ~ ~ 3~•. t2• T ° ; E.LP. ° a 1 °ry, s ~
I .1 ~ ~ ° 'Oran 1 1 ° \1 a Q 1 1 ~
z ~ III t ~ ~1,1~ ° ; ~ ~ a u l~~ ~ ~r J° ~Q d ~ a~' 1 ~ ° 1 ~'b r u ! r 1 '1 ~ ° 1 `a fp-1~ p ts~
~d I U I 4 ~ p~ :7 ° 4 O ~ ° ° (See D au) , 1 ~ i
~ , ~ r` 4-j ~ 1 1 4~~ ~ d ~ ~~4 J y ~ ~ ~ryi LS d ~ i ...---t--"~ gh
1 d ~ 4(~ d. A D ~ d~ 1 ~ - ~ A c ° \ ~ ~ i~ ~ ' ~ ~ i 10~ 1 ' _----~103B ~ ~1 S
I ~ " ° ~ 'p ~ , a ° ~ prTO BE REI~OVEO~, ° ~.,4 D~~ \ ' • 1 1036 1 , ~~tit
v i o 1 ~ I ` I i ,1 i ` ~l0 1 i , ~ O~ , i
a ~ i 41. . ° ~ a ~ ~ a~S~ e ~ 1 I 1 11 1 ~ ' , I 1 - I` 1 G0~ , ,
d V~, -b ~ ~ \ ° n ~ a' " - e ~ ~ 'a , I '
~ ° ° l~ I J; " ] ,S J~ , i n h _ G ~ , a ~ ~ r 1 ~ ~ EIP EXISTING IRAN PIPE FDUND DATE R£YtS101d ,1
~ ; c ~ ° ~ ~ ' NIP NEW IRAN PIPE PLACED C 1
~'J'Oi~ ~ a,, ~a I a ~~V~,Pc ° ~ n ~ 1051 1~.-- 1 _ ~ A PP PQW£R PALE ~ ..i.~
~~~b ~ ~ ~ ' ~ _ - A ~ ~ I - - 1054 ~ - E.LP T L PHQNE PALE A TP E E
~ 1056 i I 1 SB CONSTftil~ I[1N~Ml~ ev~ed a od Secttoh , tntectWq evpted _R ldet ~ LP LIGHT PALE
_ p ~ D ~ _ - 4r' (See ~-___------J-- to6o _ _~T_,~. ~~21~4 ,Inv (See p~tnA> .,q~ -RIp. ~CSee`BetoZO 10 ~ ~~9tnaoaurddr . 1 - _ - `i \nv. - S,S,M,H SANITARY SEWER MANHQLE ~p~~t C~RQ rea~A
..a.-- ~ ~ J ~ V A ~ ~ : ~ 0 ~ 4•
A ~ i', « p0 ' ~ ~ ~ ~ ~ 9'05'32° ~ ~ ~ Inv.54 Rc~ R.C.P. REINFQRCED CQNCRETE PIPE C~~;~ y ~l e • ~ ~ • r 1 ` IriV:1~ Rcp - 103.89 ~
Y ~ : ' - - ' A ~ ~4 `~JMREA ORAArEE, = 03~ AGtES~~; ` ~ - , i = 180 f t"'3 _ - C,g CATCH BASIN . ~ ~ 1035.00 ~
"~w~ W Md'~ V[~. RE8'A ~ ~ 1, Sl6tF~1f,E _ ~ 1S2~'fT"2 - u - - WV WATER VALVE ~ ~ ~ , r ~ a
i ~ 0 =CIA s~(6.63X~,4Xd =6,33 `4fs`. ~I. - - r f' x I
s x ILK 18' d^ E I ~ r I ~ L. e, ~ - - - WM WATER METER i 'iowrs¢%ae ti { ~ I I - - a ~ - ~ TC T~ CURB `~a
Inv.~dn 30"Rcp ~ ~ ~ ~ ~ Existing Conc.' ' I ~ 7 . ~ry
i Headwall To 104.93 ~ ~ ~ ~ ~ - _ p Inv.Qut ~ ~ ~ ~ ~ ~ ~ _ - i053 b~ _ - u ~ _ _ _ ~ - C.M.P. CQRRUGATED METAL PIPE e~sse`'~~ - - - . - _ I ES
~ 18 R,cp=1050.b2 , . _ _ r UNDERGROUND ELECTRIC L N .
. I - - t - _ - v QVERHEAD PQW£R LIMES J ~
' ~ _ _ i ~ ~ ~ ~ ~ f/-_ _ v llNDERGRQ(IND WATER LINES ~ to _ - -
~ v I I ~ - _ _ _ . . - _ - - _ _ ~a - O Z - - - _ _ f r QVERHEAD 1ELEPHQN£ LINES Q) ~ i
/ ~ - - ~ Ali _ i - -
j ~ _ - - I - _ _ - _ _ 4~ ~ sS _ ,r,~l) ~~A C Y 00 ~ ~ .
/ _ _ - - IC1 CQNTQLLED ACCESS RIGHT-~-WA ~ W - - ~ ~ fa
- o
;i - - - - ~ / ~ I - -----'._t-- ~ t~
- ~ I I Gutter ~ W t"' 4
'a r,,.,r Shoulder' BerYn ~ U ~
V' GRAPHIC SCALDZ ~
1-74 R, MP a c. .m o ~s w eo tm
` O E E T 3
{ IN FLVr )
1 inch = 30 ft.

PUBLIC ROAD
6' MIN, OF 2'-3'
COARSE AGGREGATE
TEMPDRARY CDNS T RUC T I DN ENTRANCE
NO SCALE
TEMPORARY CHECK DAM
NO SCALE
30' Class II Rip -Rap
> 60' RCP
!Ili�lill ii ii '�II III I�� _ ..
III IIS �
I III 11I SII II_II��I.I=III=1II,j�- J, __ —
Filter Fabric
END CDNDI T I DN FDR 600 DR 48r RCP
INLET AND DUTLET
NO SCALE
12' LAYER OF 3/4'- _ 5'
WASHED STONE MIN.
1800 cu, ft./acre
c? f 5'
ti
CLASS B MAX,
-- RIP -RAP
r'--ni-_IIF
-
FIL TER
FABRIC
CRLISS SECTION
21' MIN,
APRON LENGTH
'L' FEET
APRON WIDTH
'W' FEET
HEIGHT
'H' IN.
DESIGN
8'
6'
OVERFILL 6'
SETTLE
TOP
/,
10'
8'
FOR SETTLEMENT
18'
12'
II U IIS
18'
�_iic
4 ` MIN.=2:11
-.1
24'
30'
20'
SIDE
EMERGENCY
5
MAX,
24'
SLOPE MAX
-til "
BY-PASS
FILL FIRE -1t--
i
-' 14 SIDE
6' BELOW
SETTLED TOP
FABRIC
SLOPE MAX,
NATURAL
OF DAM
------- ----
-
-
GROUND
-�3' MINI-
ST❑NE- SECTILIN
TEMPDRARY FEDI MEN T TRAP
NO SCALE
�I
FILL SLOPE
2,0'
11�IIi-_
GROUND LINE -I '11-
Overflow
11
?'1
i WASTE "_' &GROUND LINE
If
11
1i_ III =1�� 111 II'
III _ I li'
il- I_II'
�11�11 I ,1�=alit
Iii -=_III III=III 1
TEMPDRARY SILT DITCH
NO SCALE
18"
J "-'I =''' \- AMOCO 4551 FABRIC
18" CLASS 8 RIP -RAP II;=- -111-
I (; OR EQUAL
RIP -RAP LINED DITCH
NO SCALE
30" CL)
FABRIC
70/06 OR EQUAL
TEMPDRARY CREEK DI VERSIDN CHANNEL
'p,oR GrlArtNEL , 0. 'E N NO SCALE
ijorTam W %D'ti N ©f= 10 . o fre.Gi
If— C_ ____
Runoff -
Water with...
Sed i me n t
*top
V. OTIC , I . 1 (.C-,
Overf1ow
_E%j . 111c" %.
Wire Screen
r- Filtered Water
Drop Inlet
with Grate
SERI MEN T FENCE
NO SCALE
L
2X0
RIP --RAP
H
SECTION BB
RIP -RAP PIPE DUTLET
NO SCALE
7ENCING
TAL POST
SEEDING SPECIFICATIONS
,
ALL DISTURBED AREAS WILL BE PROTECTED WITH PERMANENT VEGETATI17N AS
SOON AS PRACTICAL, SEEDING WILL TAKE PLACE IN 30 DAYS OR LESS FOLLOWING
FINAL GRADING, AVAILABLE TOPSOIL WILL BE PLACED 3' DEEP OR MORE OVER
ADVERSE SOIL CONDITIONS, THE SEED BED WILL BE CULTIVATED AND LEFT IN
A UNIFORM CONDITION, SEEDING RATES ARE AS FOLLOWS,
JUNE I - SEPTEMBER 1
200 LB, K-31 FESCUE/ACRE
30 LB, 50,50 OF TWO IMPROVED BLUEGRASS VARIETIES/ACRE
SEPTEMBER I- JUNE 1
200 LB. K-31 FESCUE/ACRE
40 LB, RYE GRAIN/ACRE IF BETWEEN NOVEMBER AND FEBRUARY
FERTILIZER & LIME
4000 LB. AGRICULTURAL LIMESTONE/ACRE
2000 LB. 10-10-10 FERTILIZER/ACRE
MULCHING
APPLY 1 1/2 TO 2 TONS STRAW MULCH/ACRE AND TAC COAT OF ASPHALT
OR CRIMPED INTO SOIL WITH DISC BLADES.
PIPE SIZE
'A' INCHES
APRON LENGTH
'L' FEET
APRON WIDTH
'W' FEET
HEIGHT
'H' IN.
12'
8'
6'
18'
15'
10'
8'
18'
18'
12'
10'
18'
24'
16'
12'
24'
30'
20'
14'
24'
36'
24'
16'
24'
Stabilize
outlet
4'
Odoe,
Hold down $%ke.a.A
1.s ntin
leve tisCliOn ,'�. •...
Plan View
Standard T -section
TEMPORARY SLOPE DRAIN
N7
�
CJ
Q
Z
d
Q
m
00
U j
co
a
Q

0 M
NC GRID MONUMENT 'NARDEE" N= 995661.066 FEET 0 G N
E= 1513634.797 FEET ss~ uj z z
SCALE FACTOR = 1.0001006
CONTROL CORNER
Jy ~ w U
z O
N ~ D L) y) m a
N D N N y 4zo,
R1 St1E W w z
vxa~
LOCATION INAP w °z ~
1-3
1 ~S ST~,~?,Z•
4 . 9 CAROLYN D. BUNKER
co •
~ tis E 121 D.B. 273, PAG ~s• SURRY COUNTY ZONING RA L
t , r
~ ~ ~b Cr) '
F Q
~ d • 8,~. o R 9 ey ~ , ~ OL
1t~hn M~
c' O
so
` 2 O `F
49 s~ P~ J' 6s P. m line
3 '0>, y, E.I. 0 315.31'
. No N,~, 3.691 A RES
p~' ~ ~ $ 1 23' ~ PREVIOUS COUNTY ZO LNG - RA
~ ~t • ~ ~ ~ NEW CITY ZONING - B4 ~ ~ i' `~R
~r a
. q J'A yon. ; Lr ~ o ~
Q~ t1 ry
4~ V ~ I W o s = U
\~V O ' tV ~Q ~ .r N ~ .y1
~ r` ~ ~ ~ dn Z
CL Li Q F-
OF 111 ~ ~ ~~9 69 Anp~ z ~ti
E po ~ 0 W SEII~ ptix .Cp-~ N49 05 32 o rr
Sp 1~ NINA 4~ t0 a 421.9 0
z
~ UJ
Z 4 f--
o W f--
I-74 EXIT MMP
x ~0
~pA4 LL1 0 U
RAIy~E z
.74 E~ S 3 ~ ~ MT. AIRY Q
N p+
N I/j 4NNEXATI0N D
~ N h N N
MORE PROPERTY
NC GRID MONUMENT °KINNEY" 2003
N= 301358.520 METERS 112
E= 462227.62) METERS
SCALE FACTOR = 1.0000935 CONTROL CORNER
LEGIEND REWEW OFFICER DATE REVISION
I~--------- EIP EXISTING IRON P1PE FOUND OF SURRY COUNTY, CERTIFY THAT CERTIFY THAT THE PLAT TO WHICH THIS
R Mon RIGHT-OF-WAY MONUMENT FOUND CERTIFICATION iS AFFIXED MEETS A ~ FOR RECORDING. FFFIXED MEETS ALL STATUTORY REQUIREMENTS
` CONTROLLED HIGHWAY ACCESS
NOTES
1. ALL MEASUREMENTS ARE HORIZONTAL GROUND SURFACE DIMENSIONS. REVIEW OFFICER W OFFICER DATE
F NO ADJUSTMENTS WERE MADE FOR SCALE OR SEA LEVEL FACTORS,
TAX ID No. 5919-00-BO-4191 2. ALL BOUNDARY LINES OF THIS TRACT ARE NEW CORPORATE LIMIT LINES.
DEED BOOK 575, PAGE 300
DEED BOOK 547, PAGE 1857
DEED BOOK 178, PAGE 466 SURRY COUNTY, NORTH CAROLINA WORTH CAROLINA
I, EDDIE H. BONN, CERTIFY THAT UNDER MY SUPERVISION FROM AI 1, CERTIFY THAT THIS MAP WAS DRAWN ?VISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION. FROM G ?VISION. FROM DEEDS RECORDED AS
f NCED. THAT THE RATIO Of IT THE RATIO OF PRECISION AS CALCULATED 'd o !Q D DEPARTURES IS 1 PART IN 10000+. N a p
FILED FOR REGISTRATION AT O'CLOCK ~~~`~'(H ES AND DEPARTURES Q`,.•~" T,, ~ OUNDARIES NOT SURb ARIES NOT SURVEYED ARE SHOWN AS BROKEN
PHIL SCALE : D FROM 1NFORMATIO GRA AN RE ORDED IN PLAT BOOK PAGE • d D C ; Q~ THIS TyY~S PREPARED 1N ACI ROM INFORMATION FOUND IN BOOKS REFERENCED.
goo o sa goo zoo AM NQEDr Q DENNlS W. 'BUD" CAMERON, REGISTER OF DEEDS. S~~ 'REPARED IN ACCORDANCE WITH G.S. 47-30

~~l i.f 2827 ~~3 FILING FEE Z 21.00 PA1D, ,y WITH : MY:ftIWD AND SEAL li-li ~ti ;y , D AND SEAL. THISjg-~DAY OFf4 jjjj 2M.a.
.l(~~;~ (IN FEET) 8Y , Q ' UR,~,,,. ~ .
' = 100 DEPUTY ASSISTANT ~i,O/ V~ 1 inch it ~ h. -~-~~a _
REGISTERED LAND SURVEYOR L-2827

J
, ~ ~ ~ I o I + Exist'~ng Cons, Neadu~all
2.27-1 C, r. ' ~ ~ I ?'op - X026,70
~ i , f . ~ , ~ ~ i ~ I j t ~nv.72 RC°=~02QC0
I I ! ! ~++i 11 + ~ ~ i I ~ ~ EJ P t I a / It A V Z
( I ~ t ~ ~i~i~i F--i O
,I , ~ , ~ 'S k~/ W
i, i t l i ~ ~ r i i.~sl1.~, .~7. , t t i ~ ~ ~ ~Q . 'Y~ ~ . ~ ~
' i ~ ~ I ~ v f Kiy~ ~ 1 y Rd ~ m
t. to CO
~ ~ , ~ 5~1~~,1 ~ ~ ~ ~ R
d i~ P Z ~
ii i l i r j i ~ 1 ~ i d ~ --1 ~ v
I ~ ~ if ' ~ + i?~i 1 1 , ~ ' _ ~i ! I ~ ~ I ~ ~ l x 1 ~11~ 1 ~ 1028 •,f U ~ ~ Sa ~L~lO
~ ~ ~L5 .S6 ~ . ( I ~ ~ - 1 l + ~ f~ i I ~ _ ~ ~q s~TE W ~ c~
~ ~ j i 11 ~ ' ~ ~ , r ~ i i . w ( + , i ~ II ~I+ li A W z r~
I i, lilt ji~~ ~ ~ ~ ~ ~ ,I ~ ; I I ~ ~ t ~ l t ~ w
+ ~ I ~ I I i I~ z c~ ,
I ~ ~ x '3 I I ' Q ~ ~ , d ~F~ J~' ~ ~
~ o 1 - ~ ; v w
' ~ ' . t'J ~ Z1-~
I e ! II I, ~t ~ I ,I ! ,/'i PfOpOpd ACC~if cD i ~ t I I I x 023.72 x 1033.45 .45 D~'~LY
r'~" Q I ~ I 1 / ~I I I ~ Z ~
= ~ ~ a" ~ t x 1022. ~ 1 . ,t ~ L4CAT ,~7Q It~N MAP Z NC 5CAt.c ~ ~ fU
,Yy '0 4.54- ~ I rK U
1 1 ~ 2 G
. i ! t , ~ = ~ ! I i I ~ ~ ~ , 1 I r
% ~ ~ I ~ ~ ~ ~ 1 j, ~ x 1024.39 ~ !i ~ ~ i ~ ' I I ' ~ ~ ~ ~ 1 O
. ~ ~ ! ~ I ~ 1 1 ~f ,I t >0
i i x ~ ~ , ~ ~ 10 3 OS x 10 3.05 ~ . ~ .o
1 i ~ ~ i _ ~ 0 1 ~ I i I i ~ ~ ~ ~ ~ ~e
' ~ ~ + c i , 1 ; t l ~ 4uN I j ~ ~ 1 ~ x 102.57
I 1! r ' ~ ~ I ~ ~ 1 ~ C ~ I i I ~ ~ `I ! S; 1 I ~ ~ 4 S ~QLYN ~,_~UNKEr?
1 S I i 1 I 1 I ~I ~ + ~ D.B, 273, PAGE 121 1038.09
+ i I ~ ~ 105. 2 -1'( ; i ` ' ' 1 V 1 + I I ~ ~ II 1~ i ~ ale , ~ ~ ~ ~,i l le
+ 1 ~ 1 I ~ i ~ Vl I
as ' !I~ ~ ~ i ~ r. ~ I j 1 1 1 1.10
i~ i ~ ~1 ~ ~ ~ ; ;i;' I i NOTE:
I ~ ~ ~ N i ' I I ~ ; \ x 32.31 x 1026.30 I + tEas ~ ~+a~ t?~ apoPOeFV ~p.aurraN of t~ A~ Nona won ors t,acl?taN
! ~ I u 040.0;7 ~ j r ~ )ii+ j \ x 70 A r0a'TION ~4 LAS YNTN hICKg1~Y ROY?D,
~ I ~ ~ 1030.9 t ! ~ i~ !1~ ~ ~
~ ~ ~ ~ ;I; ~ ,?'I ~ 'v ~ x 1040.35
L ~
~I ~i ! ! ! + j + ~ , ~ C1~ ~ ~(l1 ~aRfll.l~' ~ ~~1.~~
i ~ ' I~ j ~ ~ ~I ! 1 + ~ ry 1 ~ ~ , ' 3 6 9 3 T O T A L ACRE S
i t ~ " ~ ~ i ~ ~ 030.'' { , ~ j , i ' 1 OV 2 0 2003 N
I I I (S 4
i t i i 1 7.0 0 \ ) ~ j a i t i i Out t ~ 1 u43• , ~ I i t x0.51 ~t'~ ' ir~.'~11i~E,, ,'i `>s~'.l,l l`41i4
+ i ~ C 9 \ ~ ~ I d r ~ 0 NOTE: ,v!~I
it li i ?.31 a j ~ ~ V ~ CON OUR 1 TERVAL .0 a Q
I + ~ ~ ~ i + Existing ~ ~ E.i.P, an Lira 1. HOIINDARY LINES A5 SNOWN WERE TAKfN FROM A SURVEY BY ROEIERT Z P 315~i~ REIF, P.L.S. AND FRCX1 LOCATED FIELD MONL'MEN?AilOti. ~
~ v ' ~I ~ , J / ~ T, G T G t O
I I ~ ~o , Ir 3. E~~~ON6DAT OR ~ NI... CPO, WAS ~.STAB~,SNED 1120M N.C. D,O.T. LL ~
( I e ~ I I ~ 24 ~ x ~ Q 0o p = U
' ~ ~ i x 10 5.33 1031. ` ~ W ~ ~sf, > Z
i ~ ! I # i ~ _
~ ~rn.r ~ ~ j ~ , ~ ig ~ IV ! I Q e+'tce \ \ 3 r~ xt0 7,13 ~ O ~
~ \ i~ ,5? ~ ~0
I~ ~ ~ I ~ r •Q I ! z i J
i ~ x 103 85 i I I Q U ~ "
I ~ + ~ W + Q x 1 0.31
~ r I ~ ~ , 1 ~
I ~ Q ~ ~ c x 1 5.00 I i I ~ ~ ~ EIP EXISTING IRON PrPf FDUND Q Z ~ 1043.92 fY O
I ' ' 1057.82 m ~ 1 i ~ ) o ~ ~ ~ N!P NEW IRON PIPE PUKED ~
i j I I ~-1 ~ x ~ ~ f ~ ~ x 4 ° ~ 10.18 9 .s' PP PGWER POLE ~
~ Z ~ 1 ~ ~ TP TELEPHGN£ POLE O ~ i ~ ~ ~
~ ~ + ~ I I ~ ~ LP LIGHT POLE ~
I I ' + ~ ( 1032.0 it i ~l ~ I ~ ~ I; ~ ~ ~
J ~ I ~ ~ I i i T i +I i ti ~ ~ \ I ~ ~ , \ S. S. M.H. SANITARY SEWER MANHOLE x 10 ,87x 1051.00
I ~ ` I ~I t ~ R.C.P. REWFGRCED CONCRETE PIPE ~ ~
j i ~ ~ 1-.~ I I t A n ~ 'i 1 ~ L x 1 43.40 C.B. CATCH D9AStN
~ I ~ ~`k. x 1 .07 ~ WRIER VALVE
l i! i Z ,n ~ i ~ ,n ~ x 1 8.90 I ~ rn x i 058.45 WM WATER METER
+ i d~ 048, p i I _ , I ! I ~ ~ M t~0~8.36 ~ o ~ ~ ~ ~ ~
I I' + i ~ ~ ~ I ~ ~ i \ ~ I ~ TC TOP CURE ~ N
~ F i~ i ~ I o \ ~ i ~ ~ ~ C.M.P. CORRUGATED METAL PIPE
~ ~ I ~ i i ~ ~ ! x t 059.73 ~ i ~ .055.65 ~ + i ~ x 1044. 2 ~ ~ e UNDERGROUND ELECTRIC LINES
~ ~ j ' I ~ ' ~ ! 104 79 \ I~ ~ ~ ~ ~ \ ~i ~ • x 1040. 4 r OVERHEAD POWER LINES
+ ~ .037.90 ~ ~ w UNDERGRDUND WATER L1NE5
! + I I ~G. , • ~ • I ~ a ~ 7 OYERHFAD TELEPHONE ONES
~ ~ I I I i ~ • Q. l~' 1 'r I l i I ~ ~ I
6 x 4 ' ~ ' ~ w ~ 3' 38. 3 I ~ x 1057.14 P 1 I 0 1~ jj r I \ I,r ~ 1 x104 61 ~
I i I i x 1033 ;i ~ ~ ~ , I r I ~ CONTOLIEO ACCESS RIGHT-OF-WAY ~ x1D33.r? 1 I~T ~ 1 M A
f i o ~ N Sp CIS ~ 1
~ ~ I ~ 105.83 ~ ~ 1 ~ ~
i ~ r z i~ ~ ~ ~ ~ 1 ~ ~ D ~ aatE Rev~s~a~ i
! I ~a
+ i ~o. ' ~ ~ ~ ~ ( ~ a t ` ~x ~ _--ter--- _ - -
I b ~ • . C - A t 036.0 ~ ~ P
I I ~ I ~i ~ I II / c ~ a ~ A E! ~ ~
/ t,n9 1 0` J ! ~ ~x~5 ~ op I C ~ 4. wo1 ~ 421 1. 4' ~ ~~16PDdDl//
I ~ I ~ 1 o c 1 3 63 1 ~
C ~o I r1or, N 48'15'47~'N x1061.19 ~ ~ ~ p gyp- - ~ ~N•,•..,,RO tr ~q SURRY BOUNTY, NORTtJ CAROLINA ~ O•,. ~>rESSIp
~ I ~ l 1 ww A w ! ~ \ ~ Cp ~Q~~,, EDDIE H. BONN, CERTIFY THAI THIS MAP WAS DRAWN ` Q ti~ ;•9 ~ lnv ~ UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE ' Q <
!I j ~ I J + o , D35• - UNDER MY SUPERVISION. FROM DEEDS RECORDED A5 SEAL , '
+ ~ ~ ~ t I - REFERENCED. THAT THE RATIO OF PRECISION AS CALGULAfED % ~ t BY LATITUDES AND DEPARTURES IS t PART IN 10000+. i '
+ I i ~ I. - THAT THE 80LINDARIES NOT SURVEYED ARE SHOWN AS BROKEN fir'
I ~ ' n 1 30"Rcpt 105 .4 + v. a ~ 1 105 .4 I TT I RM TI N FO ND IN BOOKS REFERENCED, •'•~SURN~•' L.NES PLO ED FROM NFO A 0 U Q C~.
f I 1049 9., ) i ~ x i Db4.49 I I + ~ 10 .136 !nv. ut ! \ ! - / V gip,. F y, ~ "ylSb~ r~ _ r,,,,,,..._ /1 r n 1 ~
l i I I ~ ~8 R p=1050.62 ~ ~ 6 ` Jrr~- I WITNESS MY HAND AND SEAL T HIS___DAY OF____.___ _-2D___. p
r 1 I ' ~ - + ~ i n
I I I U, - - i ~ r-
~ I l i o i ! - ti _ N ~ -.---"''~-J~ ~ - y REGISTERED LAND-SURVEYOR O , ,
-2827 ( O
I ' ~ ~ _ ' ~ i I - Sy4 O O ~1 _ Rc ~ ~
1 1 ~ _ _ _ .--------c-- i I ~ v;(' A O ~ G- 56 G r- (Y IOL ~
3 I 10:;9.66 9h pb0 ' ~ 6a. - o ~°s
I \
'y p63• p6 p6 ~ ~ r - ~ \ --1~--------_'_-' tier s ~ t,~ C~
Q , . S~pilder ~ ~S H- U 2 W
~ ' Gam Q ~ . Y r1 ~ r ti
106
- 6 J6 I-74 RAMP - - _ - z q x GRAPHIC SCALE
lose ~c o 15 30 w zo
( IN FEET )
1 inch = 30 ft.