20010964 Ver 1_COMPLETE FILE_20010621

A r??oG
7
? r
O '<
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
DIVISION OF WATER QUALITY
July 11, 2001
CERTIFIED MAIL 7099 3400 0006 9313 6369
Return Receipt Requested
Mr. David Saunders
Winston-Salem/Forsyth County Utility Commission
102 East First Street
Winston-Salem, NC 27101
SUBJECT: Request for Additional Information
Walkertown Wastewater System Phase I
DWQ # 01 0964
Forsyth County
Dear Applicant:
rN3'(fl /,
The Division of Water Quality has reviewed your plans to impact 3 acres of wetlands,
0.08 acres of open water (Salem Lake), and approximately 840 linear feet of multiple
tributaries in the Yadkin-Pee Dee and Roanoke River Basins for the purpose of constructing
the Walkertown Wastewater System Phase I. As you are aware, this project is currently under
review by the State Clearinghouse. DWQ cannot issue the 401 Certification until the project
has received a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) from
the State Clearinghouse in accordance with 15A NCAC 01C .0402. Therefore, this project is
hereby placed on hold until the State Clearinghouse issues the FONSI or ROD. We
recommend that you notify us when the NEPA/SEPA process is complete so we can re-
activate the project.
In addition, insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506.
Therefore, unless modifications of the proposal are made as described below, we will have to
move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will
place this project on hold as incomplete until we receive this additional information. We are
requesting (by copy of this letter) that the U. S. Army Corps of Engineers place your project
on administrative hold.
*A
NU6ErvR
Customer Service
1 800 858-0368
(1) Please provide documentation detailing your position that the project has been
designed such that adverse impacts to surface waters have been minimized and
existing uses have been protected to the best of your ability. Documentation
such as maps, narratives, economic analyses, that you can supply to address
alternative designs for your project may be helpful in our review of your 401
Certification request.
Division of Water Quality / Water Quality Section
585 Waughtown Street Winston-Salem, NC 27107
Phone: [phone] Fax: [phone] Internet: hftp://wq.ehnr.state.nc.us
01 0964
Page 2
(2) Please submit a vicinity map that clearly shows the location of the proposed
sewer line. Copies of the appropriate USGS Topographic Quadrangle(s) are
preferred.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260 within three weeks of receipt of this letter outlining your
intent to proceed with this project or withdraw your application. If you wish to
proceed, please address the items listed above.
If you have any questions regarding this matter, please contact Mrs. Jennifer Frye or
me at [phone].
Sincerely,

Larry D. Coble
WQ Regional Supervisor
cc: John T. Thomas, Raleigh Regulatory Field Office, USACE
DWQ Local Government Assistance Unit
Wetlands/401 Unit Central Office
Central Files
WSRO
DIVISION OF WATER QUALITY
July 11, 2001
CERTIFIED MAIL 7099 3400 0006 9313 6369
Return Receipt Requested
Mr. David Saunders
Winston-Salem/Forsyth County Utility Commission
102 East First Street
Winston-Salem, NC 27101
SUBJECT: Request for Additional Information
Walkertown Wastewater System Phase 1
DWQ # O1 0964
Forsyth County
Dear Applicant:
D n - old O? ?? ? ? I.?
The Division of Water Quality has reviewed your plans to impact 3 acres of wetlands,
0.08 acres of open water (Salem Lake), and approximately 840 linear feet of multiple
tributaries in the Yadkin-Pee Dee and Roanoke River Basins for the purpose of constructing
the Walkertown Wastewater System Phase 1. As you are aware, this project is currently under
review by the State Clearinghouse. DWQ cannot issue the 401 Certification until the project
has received a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) from
the State Clearinghouse in accordance with 15A NCAC OIC .0402. Therefore, this project is
hereby placed on hold until the State Clearinghouse issues the FONSI or ROD. We
recommend that you notify us when the NEPA/SEPA process is complete so we can re-
activate the project.
In addition, insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H.0506.
Therefore, unless modifications of the proposal are made as described below, we will have to
move toward denial of your 401 Certification as required by 15A NCAC 2H.0507(e) and will
place this project on hold as incomplete until we receive this additional information. We are
requesting (by copy of this letter) that the U. S. Army Corps of Engineers place your project
on administrative hold.
(1) Please provide documentation detailing your position that the project has been
designed such that adverse impacts to surface waters have been minimized and
existing uses have been protected to the best of your ability. Documentation
such as maps, narratives, economic analyses, that you can supply to address
alternative designs for your project may be helpful in our review of your 401
Certification request.
01 0964
Page 2
(2) Please submit a vicinity map that clearly shows the location of the proposed
sewer line. Copies of the appropriate USGS Topographic Quadrangle(s) are
preferred.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260 within three weeks of receipt of this letter outlining your
intent to proceed with this project or withdraw your application. If you wish to
proceed, please address the items listed above.
If you have any questions regarding this matter, please contact Mrs. Jennifer Frye or
me at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: John T. Thomas, Raleigh Regulatory Field Office, USACE
DWQ Local Government Assistance Unit
Wetlands/401 Unit Central Office
Central Files
WSRO
The June 15, 2001
Wooten E
Company
North Carolina Division of Water Quality, 401/Wetlands Unit
Engineering 1650 Mail Service Center
Raleigh, NC 27699-1650
Planning
Architecture
Attention: Mr. John Dorney 4
Re: Walkertown Wastewater System, Phase 1
401 Water Quality Certification
TWC No. 2810-B
350 N. Cox Street Dear John:
Suite 26
Asheboro, NO On behalf of the Winston-Salem/Forsyth County Utility Commission and the Town
of Walkertown we are submitting a 401 Water Quality Certification Permit
application for the Walkertown Wastewater System, Phase 1. Enclosed within this
package you will find seven copies of the completed application form and all
336-626-5322 contract drawings requiring your review. A check in the amount of $475.00 for the
Fax: [phone] application fee was forwarded to your organization under separate cover by the City
of Winston-Salem.
The proposed sewer line design was chosen to minimize the impact on streams and
wetlands in the immediate project area, while avoiding deep cuts and the Duke
Power Transmission Line Right of Way. However, certain areas, such as the
multiple creek crossings shown on sheet 16 and 17 in Contract 1, were simply
unavoidable due to the rugged geography of the area.
A copy of the Nationwide 12 permit that was issued for the project has been
enclosed for your reference. Please review this information and contact us if you
have any questions or need additional information.
Sincerely,
THE WOOTEN COMPANY
Pn
Since 1936 ? l,n V r
John C. Grey, P.E. 8601 Enclosures
c: Terry Cornett
` U.S. ARMY CORPS OF ENGINEERS t:
Wilmington District 2
Action ID: 200120480 & 200120481 County: Forsyth
GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFICATION
Property Authorized
owner: Winston-Salem/Forsyth Co. UtilityAgent: The Wooten Company
Commission John C. Grey
c/o Terry Cornett
Address: 100 East First Street Address: 350 North Cox St., Suite 26
Winston-Salem, NC 27101 Asheboro, NC 27203
Telephone: [phone] Telephone: [phone]
Size and Location of Property (Waterbody. Highway name/number, town, etc.): Winston-Salem /
Forsyth County Utility Commission's proposed Town of Walkertown wastewater system, phase 1
project, located off of NC 158, NC 66, and US 158, adjacent to Lowery Creek and West Belews
Creek, in Walkertown, in Forsyth County, North Carolina.
Description of Activity: Proposed Walkertown wastewater system pipeline construction resulting in
approximately 3.7 acres of temporary impacts to the jurisdictional waters of Lowery Creek (Action
ID 200120480) and West Belews Creek (Action ID 20010481).
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
X Nationwide Permit Number NWP 12
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action.
This Department of the Army Regional General / Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact John Thomas at telephone number 191 876-8441, extens` 2
/ <
Regulatory Project Manager Signature
Date January 31, 2001 Expiration February 11 2002
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
NATIONWIDE PERMIT #12: UTILITY LINE ACTIVITIES
Activities required for the construction, maintenance, and repair of utility lines and associated
facilities in waters of the United States as follows:
(i) Utility lines: The construction, maintenance, or repair of utility lines, including outfall and
intake structures and the associated excavation, backfill, or bedding for the utility lines, in all waters of the
United States, provided there is no change in preconstruction contours. A "utility line" is defined as any
pipe or pipeline for the transportation of any gaseous, liquid, liquefiable, or slurry substance, for any
purpose, and any cable, line, or wire for the transmission for any purpose of electrical energy, telephone,
and telegraph messages, and radio and television communication (see Note 1, below). Material resulting
from trench excavation may be temporarily sidecast (up to three months) into waters of the United States,
provided the material is not placed in such a manner that it is dispersed by currents or other forces. The
District Engineer may extend the period of temporary side casting not to exceed a total of 180 days, where
appropriate. In wetlands, the top 6" to 12" of the trench should normally be backfilled with topsoil from the
trench. Furthermore, the trench cannot be constructed in such a manner as to drain waters of the United
States (e.g., backfilling with extensive gravel layers, creating a french drain effect). For example, utility
line trenches can be backfilled with clay blocks to ensure that the trench does not drain the waters of the
United States through which the utility line is installed. Any exposed slopes and stream banks must be
stabilized immediately upon completion of the utility line crossing of each waterbody.
(ii) Utility line substations: The construction, maintenance, or expansion of a substation facility
associated with a power line or utility line in non-tidal waters of the United States, excluding non-tidal
wetlands adjacent to tidal waters, provided the activity does not result in the loss of greater than 1/2 acre of
non-tidal waters of the United States.
(iii) Foundations for overhead utility line towers, Poles, and anchors: The construction or
maintenance of foundations for overhead utility line towers, poles, and anchors in all waters of the United
States, provided the foundations are the minimum size necessary and separate footings for each tower leg
(rather than a larger single pad) are used where feasible.
(iv) Access roads: The construction of access roads for the construction and maintenance of utility
lines, including overhead power lines and utility line substations, in non-tidal waters of the United States,
excluding non-tidal wetlands adjacent to tidal waters, provided the discharge does not cause the loss of
greater than 1/2 acre of non-tidal waters of the United States. Access roads shall be the minimum width
necessary (see Note 2, below). Access roads must be constructed so that the length of the road minimizes
the adverse effects on waters of the United States and as near as possible to preconstruction contours and
elevations (e.g., at grade corduroy roads or geotextile/gravel roads). Access roads constructed above
preconstruction contours and elevations in waters of the United States must be properly bridged or
culverted to maintain surface flows.
The term "utility line" does not include activities which drain a water of the United States, such as
drainage file or french drains; however, it does apply to pipes conveying drainage from another area. For
the purposes of this NWP, the loss of waters of the United States includes the filled area plus waters of the
United States that are adversely affected by flooding, excavation, or drainage as a result of the project.
Activities authorized by paragraphs (i) through (iv) may not exceed a total of 1/2 acre loss of waters of the
United States. Waters of the United States temporarily affected by filling, flooding, excavation, or
drainage, where the project area is restored to preconstruction contours and elevations, are not included in
the calculation of permanent loss of waters of the United States. This includes temporary construction mats
(e.g., timber, steel, geotextile) used during construction and removed upon completion of the work. Where
certain functions and values of waters of the United States are permanently adversely affected, such as the
conversion of a forested wetland to a herbaceous wetland in the permanently maintained utility line right-
of-way, mitigation will be required to reduce the adverse effects of the project to the minimal level.
Mechanized landclearing necessary for the construction, maintenance, or repair of utility lines and
the construction, maintenance, and expansion of utility line substations, foundations for overhead utility
lines, and access roads is authorized, provided the cleared area is kept to the minimum necessary and
preconstruction contours are maintained as near as possible. The area of waters of the United States that is
filled, excavated, or flooded must be limited to the minimum necessary to construct the utility line,
substations, foundations, and access roads. Excess material must be removed to upland areas immediately
upon completion of construction. This NWP may authorize utility lines in or affecting navigable waters of
the United States, even if there is no associated discharge of dredged or fill material (See 33 CFR Part 322).
7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and
Scenic River System; or in a river officially designated by Congress as a "study river" for possible inclusion
in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct
management responsibility for such river, has determined in writing that the proposed activity will not
adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic
Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National
Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service).
8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not
limited to, reserved water rights and treaty fishing and hunting rights.
9. Water Quality. (a) In certain States and tribal lands an individual 401 water quality
certification must be obtained or waived (See 33 CFR 330.4(c)).
(b) For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the State or tribal 401 certification
(either generically or individually) does not require or approve a water quality management plan, the
permittee must include design criteria and techniques that will ensure that the authorized work does not
result in more than minimal degradation of water quality. An important component of a water quality
management plan includes stormwater management that minimizes degradation of the downstream aquatic
system, including water quality. Refer to General Condition 21 for stormwater management requirements.
Another important component of a water quality management plan is the establishment and maintenance of
vegetated buffers next to open waters, including streams. Refer to General Condition 19 for vegetated
buffer requirements for the NWPs.
10. Coastal Zone Management. In certain states, an individual state coastal zone management
consistency concurrence must be obtained or waived (see Section 330.4(d)).
11. Endangered Species. (a) No activity is authorized under any NWP which is likely to
jeopardize the continued existence of a threatened or endangered species or a species proposed for such
designation, as identified under the Federal Endangered Species Act, or which will destroy or adversely
modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any
listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located
in the designated critical habitat and shall not begin work on the activity until notified by the District
Engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is
authorized. For activities that may affect Federally-listed endangered or threatened species or designated
critical habitat, the notification must include the name(s) of the endangered or threatened species that may
be affected by the proposed work or that utilize the designated critical habitat that may be affected by the
proposed work. As a result of formal or informal consultation with the FWS or NMFS, the District
Engineer may add species-specific regional endangered species conditions to the NWPs.
(b) Authorization of an activity by a nationwide permit does not authorize the "take" of a
threatened or endangered species as defined under the Federal Endangered Species Act. In the absence of
separate authorization (e.g., an ESA Section 10 Permit,. a Biological Opinion with "incidental take"
provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both
lethal and non-lethal "takes" of protected species are in violation of the Endangered Species Act.
Information on the location of threatened and endangered species and their critical habitat can be obtained
directly from the offices of the U.S. Fish and Wildlife Service and National Marine Fisheries Service or
their world wide web pages at http://www.fws.gov/r9endspp/endspp.html and
http://www.nfms.gov/prot_res/esahome.html, respectively.
12. Historic Properties. No activity which may affect historic properties listed, or eligible for
listing, in the National Register of Historic Places is authorized, until the DE has complied with the
provisions of 33 CFR Part 325, Appendix C. The prospective permittee must notify the District Engineer if
the authorized activity may affect any historic properties listed, determined to be eligible, or which the
prospective permittee has reason to believe may be eligible for listing on the National Register of Historic
Places, and shall not begin the activity until notified by the District Engineer that the requirements of the
National Historic Preservation Act have been satisfied and that the activity is authorized. Information on
the location and existence of historic resources can be obtained from the State Historic Preservation Office
the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-
tenant, or as a tenant-by-the-entirety) and any land on which a purchase and sale agreement or other
contract for sale or purchase has been executed;
(10) For NWP 31, Maintenance of Existing Flood Control Projects, the prospective
permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a
five year (or less) maintenance plan. In addition, the PCN must include all of the following:
(i) Sufficient baseline information so as to identify the approved channel depths
and configurations and existing facilities. Minor deviations are authorized, provided the approved flood
control protection or drainage is not increased;
(ii) A delineation of any affected special aquatic sites, including wetlands; and,
(iii) Location of the dredged material disposal site.
(11) For NWP 33, Temporary Construction, Access, and Dewatering, the PCN must also
include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic
resources.
(12) For NWPs 39, 43, and 44, the PCN must also include a written statement to the
District Engineer explaining how avoidance and minimization of losses of waters of the United States were
achieved on the project site.
(13) For NWP 39, Residential, Commercial, and Institutional Developments, and NWP
42, Recreational Facilities, the PCN must include a compensatory mitigation proposal that offsets
unavoidable losses of waters of the United States or justification explaining why compensatory mitigation
should not be required.
(14) For NWP 40, Agricultural Activities, the PCN must include a compensatory
mitigation proposal to offset losses of waters of the United States.
05) For NWP 43, Stormwater Management Facilities, the PCN must include, for the
construction of new stormwater management facilities, a maintenance plan (in accordance with State and
local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the
United States.
(16) For NWP 44, Mining Activities, the PCN must include a description of all waters of
the United States adversely affected by the project, a description of measures taken to minimize adverse
effects to waters of the United States, a description of measures taken to comply with the criteria of the
NWP, and a reclamation plan (for aggregate mining activities in isolated waters and non-tidal wetlands
adjacent to headwaters and any hard rock/mineral mining activities).
(17) For activities that may adversely affect Federally-listed endangered or threatened
species, the PCN must include the name(s) of those endangered or threatened species that may be affected
by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.
(18) For activities that may affect historic properties listed in, or eligible for listing in, the
National Register of Historic Places, the PCN must state which historic property may be affected by the
proposed work or include a vicinity map indicating the location of the historic property.
(19) For NWPs 12, 14, 29, 39, 40, 42, 43, and 44, where the proposed work involves
discharges of dredged or fill material into waters of the United States resulting in permanent, above-grade
fills within 100-year floodplains (as identified on FEMA's Flood Insurance Rate Maps or FEMA-approved
local floodplain maps), the notification must include documentation demonstrating that the proposed work
complies with the appropriate FEMA or FEMA-approved local floodplain construction requirements.
(c) Form of Notification: The standard individual permit application form (Form ENG 4345) may
be used as the notification but must clearly indicate that it is a PCN and must include all of the information
required in (b) (1)-(19) of General Condition 13. A letter containing the requisite information may also be
used.
(d) District Engineer's Decision: In reviewing the PCN for the proposed activity, the District
Engineer will determine whether the activity authorized by the NWP will result in more than minimal
individual or cumulative adverse environmental effects or may be contrary to the public interest. The
prospective permittee may, optionally, submit a proposed mitigation plan with the PCN to expedite the
process and the District Engineer will consider any proposed compensatory mitigation the applicant has
included in the proposal in determining whether the net adverse environmental effects to the aquatic
environment of the proposed work are minimal. If the District Engineer determines that the activity
complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment
accordance with the permit conditions; and c.) The signature of the permittee certifying the completion of
the work and mitigation.
15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and
complete project is prohibited, except when the acreage loss of waters of the United States authorized by
the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For
example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank
stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total
project cannot exceed 1/3 acre.
16. Water Supply Intakes. No activity, including structures and work in navigable waters of the
United States or discharges of dredged or fill material, may occur in the proximity of a public water supply
intake except where the activity is for repair of the public water supply intake structures or adjacent bank
stabilization.
17. Shellfish Beds. No activity, including structures and work in navigable waters of the United
States or discharges of dredged or fill material, may occur in .areas of concentrated shellfish populations,
unless the activity is directly related to a shellfish harvesting activity authorized by NWP 4.
18. Suitable Material. No activity, including structures and work in navigable waters of the
United States or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash,
debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic
pollutants in toxic amounts (see Section 307 of the Clean Water Act).
19. Mitigation. The project must be designed and constructed to avoid and minimize adverse
effects to waters of the United States to the maximum extent practicable at the project site (i.e., on site).
Mitigation will be required when necessary to ensure that the adverse effects to the aquatic environment are
minimal. The District Engineer will consider the factors discussed below when determining the
acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic
environment that are more than minimal.
(a) Compensatory mitigation at a minimum 1:1 ratio will be required for all wetland impacts
requiring a PCN. Consistent with National policy, the District Engineer will establish a preference for
restoration of wetlands to meet the minimum compensatory mitigation ratio, with preservation used only in
exceptional circumstances.
(b) To be practicable, the mitigation must be available and capable of being done considering
costs, existing technology, and logistics in light of the overall project purposes. 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 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, preferably in the same watershed;
(c) .The District Engineer will require restoration, creation, enhancement, or preservation of other
aquatic resources in order to offset the authorized impacts to the extent necessary to ensure that the adverse
effects on the aquatic environment are minimal. An important element of any compensatory mitigation
plan for projects in or near streams or other open waters is the establishment and maintenance, to the
maximum extent practicable, of vegetated buffers next to open waters on the project site. The vegetated
buffer should consist of native species. The District Engineer will determine the appropriate width of the
vegetated buffer and in which cases it will be required. Normally, the vegetated buffer will be 25 to 50 feet
wide on each side of the stream, but the District Engineer may require wider vegetated buffers to address
documented water quality concerns. If there are open waters on the project site and the District Engineer
requires compensatory mitigation for wetland impacts to ensure that the net adverse effects on the aquatic
environment are minimal, any vegetated buffer will comprise no more than 1/3 of the remaining
compensatory mitigation acreage after the permanently filled wetlands have been replaced on a one-to-one
acreage basis. In addition, compensatory mitigation must address adverse effects on wetland functions and
values and cannot be used to offset the acreage of wetland losses that would occur in order to meet the
acreage limits of some of the NWPs (e.g., for NWP 39, 1/4 acre of wetlands cannot be created to change a
1/2 acre loss of wetlands to a 1 /4 acre loss; however, 1 /2 acre of created wetlands can be used to reduce the
7
complies with General Condition 11 and the U.S. Fish and Wildlife Service or the National Marine
Fisheries Service has concurred in a determination of compliance with this condition.
(b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is
required in accordance with General Condition 13, for any activity proposed in the designated critical
resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities
under these NWPs only after he determines that the impacts to the critical resource waters will be no more
than minimal.
26. Fills Within 100-Year Fooodplains. For purposes of this general condition, 100-year
floodplains will be identified through the Federal Emergency Management Agency's (FEMA) Flood
Insurance Rate Maps or FEMA-approved local floodplain maps.
(a) Discharges Below Headwaters. Discharges of dredged or fill material into waters of the United
States resulting in permanent, above-grade fills within the 100-year floodplain at or below the point on a
stream where the average annual flow is five cubic feet per second (i.e., below headwaters) are not
authorized by NWPs 29, 39, 40, 42, 43, and 44. For NWPs 12 and 14, the prospective permittee must
notify the District Engineer in accordance with General Condition 13 and the notification must include
documentation that any permanent, above-grade fills in waters of the United States within the 100-year
floodplain below headwaters comply with FEMA or FEMA-approved local floodplain construction
requirements.
(b) Discharges in Headwaters (i.e., above the point on a stream where the average annual flow is
five cubic feet per second).
(1) Flood Fringe. Discharges of dredged or fill material into waters of the United States resulting
in permanent, above-grade fills within the flood fringe of the 100-year floodplain of headwaters are not
authorized by NWPs 12, 14, 29, 39, 40, 42, 43, and 44, unless the prospective permittee notifies the District
Engineer in accordance with General Condition 13. The notification must include documentation that such
discharges comply with FEMA or FEMA-approved local floodplain construction requirements.
(2) Floodwav. Discharges of dredged or fill material into waters of the United States resulting in
permanent, above-grade fills within the floodway of the 100-year floodplain of headwaters are not
authorized by NWPs 29, 39, 40, 42, 43, and 44. For NWPs 12 and 14, the permittee must notify the District
Engineer in accordance with General Condition 13 and the notification must include documentation that
any permanent, above grade fills proposed in the floodway comply with FEMA or FEMA-approved local
floodplain construction requirements.
9
1 Q9 64

, 1
c

?0? W A TF?Q
•O G
7-
Pre- Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (US ACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.miI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state. nc. us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
PAYMENT
Pa?,e 1 of 12 RECEIVED
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.Lirmy.mil/wetlands/nwf)finitiFedReg.12d f.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Pace 2 of 12
Office Use Only: orm Version April 2001
U0,9 6
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.
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Winston-Salem/Forsyth County Utility Commission (CCUC)
Mailing Address: 102 East First St
Winston-Salem North Carolina 27101
Telephone Number: 336-727-8418 Fax Number: 336-727-8432
E-mail Address: [e-mail]
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: David Saunders
Company Affiliation: CCUC
Mailing Address: 102 East First St
Winston-Salem North Carolina 27101
Telephone Number: 336-727-8418 Fax Number: 336-727-8432
E-mail Address: [e-mail]
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: Walkertown Wastewater System - Phase 1
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Forsyth Nearest Town: Walkertown
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): 1-40 Business east of Winston-
Salem to Highway 158 north Project starts at Old Greensboro Rd and extends to intersection
of Highway 158 and Highway 66
5. 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 use or condition of the site at the time of this application:
Residential and Commercial
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Lowery Creek Lowery Mill Creek,
Martin Mill Creek.
9. River Basin: Yadkin and Roanoke
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: To eliminate septic tank use and other
independent septic systems and spill in the drainage basin
11. List the type of equipment to be used to construct the project: Backhoe. Loader. and other
typical utility construction equipment
12. Describe the land use in the vicinity of this project: Residential and Commercial
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.
A Nationwide 12 permit has been received for Contract 1 and Contract 2.
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 this work from the current
application: Future wastewater system extensions Not included with this application due to
unknown location of lines.
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.
Pavc 5 of 12
1. Wetland Impacts (see attached Summary)
Wetland Impact
Site Number
(indicate on ma)
Type of Impact" Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, tut,
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 littp://www.feiiii.i-,ov,
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 3 acres
Total area of wetland impact proposed: 3 acres
2. Stream Impacts, including all intermittent and perennial streams (see attached Summary)
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent'?
(please secif )

I

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed. plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uSes.eu\. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni.
www.mapyucst.cotn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 840 feet
Page 6 of 12
Town of Wal__kertown,-Phase 1
-
Wastewater Interceptor & Out fails
5/30/01
Wetland Impacts
Contract 1
W
tl
d
F
ll Widt
f E _
t
e
an
s u
h aseme
o n Located w/ in Distance to Type of
Sheet Sia to Sta Length (ft) Area (sf) Area (acres ) Tyne of Impact 100 yr fk: pl n Stream (ft) Wetlan

4
580
610
30
1,200
0.03
excavation - ----
yes ----- -----
beside lake
forested
7 2630 3130 500 20,000 0.46 excavation yes 70 - 300 forested
8 3870 4165 295 11,800 0.27 excavation yes 60 - 250
---------- - forested
----
8
- --------- 4615
---------- 4740
- - 125 5,000 0.11 excavation -- yes- 50 _ forested
9 5360 5860 500 20,000 0.46
excavation
yes
50 _
forested
10 5960 6015 55 2,200 0.05
excavation
yes
50
forested
11 7310 7370 60 2,400 0.06 excavation _ yes_ 30 forested
22 10440 11080 640 25,600 0.59
excavation
yes
70 _
forested
24 11475 11540 65 2,600 0.06 excavation yes 200 forested
Total 90,800 2.08

Wetlands Partial wi dth of Ease ment
Located w/in_Distance to
Type of
Sheet Sta to Sta Lengtb Ava Width Area Tyne of Impact 100 yr fld pl n Stream (ft)
- Wetland
--- --
7 -------
3130 -------
3250
120
20
0,06
-------
excavation
---- -
yes
--- --_
70 - 300
forested
8 3770 3870 100 20 0.05 excavation yes_ 60 - 250 forested
8 4165 4270 105 8 0.02 excavation yes 80 - 150 forested
8 4380 4615 235 15 0.08 excavation es 40 forested
9 4940 4970 30 3 0.00 excavation yes 70 forested
9 5120 5180 60 3 0.00 excavation yes 70 forested
10 5860 5960 100 20 0.05 excavation yes _ 40____'___ --forested
10 6015 6065 50 20 0.02
excavation
yes
40
forested
10 6210 6270 60 5 0,01
excavation
yes
40
_forested
11 7275 7310 35 20 0.02 excavation yes 30 forested
11 7370 7450 80 20 0.04 excavation yes 30 forested
15 3660 4275 615 20 0.28 excavation yes 140-300 forested
16 4360 4380 20 4 0.00
excavation
yes
40
forested
22 10170 10440 270 25 0.15 excavation yes 70 forested
23 11080 11280 200 25 0.11 excavation yes 160 -forested
24 11425 11475 50 25 OM excavation yes 200 forested
Total 0.92 acres

Contract 2 and Co ntract 3 = 0 acres

Total Area of Wetlands Disturbed = 3.00 acres
Stream Impacts
Contract 1
Type of Avg Width (ft) Perennial or
Sheet Impact Length Stream Name Before Impac. Intermittent
9 excav 40 Lowery Creek 20 Perennial
10 excav 40 Trib to Lowery Crk 8 Perennial
11 excav 40 Lowery Mill Creek 20 Perennial
13 excav 40 Lowery Mill Creek 17 Perennial
16 excav 80 Lowery Mill Creek 20 Perennial
17 excav 40 Lowery Mill Creek 20 Perennial
24 excav 40 Trib Lowery Mill Crk 10 Perennial
25 excav 40 Trib Lowery Mill Crk 10 Perennial
27 excav 40 Trib Lowery Mill Crk 10 Perennial
31 excav 40 Trib Lowery Mill Crk 7 Perennial
35 excav 40 Trib Lowery Mill Crk 10 Perennial
36 excav 120 Trib Lowery Mill Crk 10 Perennial --
40 excav 40 Trib Lowery Mill Crk 10 Perennial
41 excav 40 Trib Lowery Mill Crk _ 10 Perennial
42 excav 40 Trib Lowery Mill Crk 10 Perennial
720
Contra ct 2
Type of Avg Width Perennial or
Sheet l ucl Length Stream_Name Before Im ac- Intermittent
9 excav 40 West Belews Creek 7 Perennial
37 excav 40 Trib Lowery Mill Crk 10 Perennial -
80
Contract 3

Sh
t Type of
t
W
th
L
e
St
N Avg Width
ac
Before Im Perennial or
Intermittent
ee
16 npLLc
excav eng
40 ream
am
Martin Mill Creek p
20 - -
Perennial
40
Total Length of -
Stream Impact 840 Feet
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 ma)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
Cont 1, Sh 4 of 45 excavation .08 Salem Lake Lake

List each impact separately and identify temporary impacts. Impacts include, but are not limited 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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The tonoLyranhv in the area slopes toward the creeks and wetlands severely in most locations.
The pipe would be much deeper if located uphill from the creeks or wetlands. A minimal
number of creeks and wetlands are being crossed and only those where the additional cost would
be excessive
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm?zide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, 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.
NA
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at litip://h2o.enr.state.nc.us/wrl2/index.litni. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPAV
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 X 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 X
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Page 9 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 3
2 1.5
Total
Zone I extends out 30 feet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the ed-e of Zone 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 property.
No Chan eg impervious acreage
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 capacity of the subject facility.
Archie Elledge Wastewater Treatment Facility - NC 0037834
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
Page 10 of 12
1. Wetland Impacts (see attached Summary)
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

x List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, tilt,
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 http://www.fenia.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.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams (see attached Summary)
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent'?
( leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usrs.vov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapdues[.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 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).

s
Applicant/Agent's Signature Date
(Agent's signatures 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 Mecklenburg 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 I I of 12
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] 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]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
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 Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western 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
t
0 North Carolina Wildlife Resources Commission 0
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resources
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program ;
DATE: July 13, 2001
SUBJECT: Review of an application by Winston-Salem/Forsyth County Utility
Commission (CCUC), Walkertown Wastewater System - Phase I, DWQ
Project No. 010964, Forsyth County
The CCUC is requesting 401 Water Quality Certification from the North Carolina
Division of Water Quality for construction of a main sewer connection to the Town of
Walkertown. The NCWRC has reviewed information provided by the applicant, and
field biologists on our staff are familiar with habitat values of the project area. These
comments are provided in accordance with provisions of the Clean Water Act of 1977
(33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
We have concerns about possible impacts to listed species (including the bog
turtle) and associated habitats for portions of the Walkertown sewer project. Based on a
recent routing submittal provided by Construction Grants and Loans Section, these
concerns appear to have been addressed satisfactorily as the sewer line installation will
follow locations indicated on May 9, 2001 by Mr. Dennis Herman along Lowery Mill
Creek and Martin Mill Creek. As long as this condition is included in the 401
Certification, we will not object to the project. Strict adherence to the restoration of pre-
existing contours and conditions will be essential to protect these existing habitats.
Thank you for the opportunity to review and comment on this project. If you
have any questions regarding these comments, please contact me at 336/769-9453.
Cc: Dennis Herman, NCMNS
Jennifer Frye, DWQ
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
i
LO YCREEK/NTFRCE TOR
MH STA NORTHING FASTING
BLOCK 32b0 862054.83 1651968.88 { 0+00 I
BLOCK 3220A 2+ 10.24 862069.48 1652178.61 ~
6+36.07 862063.71 1652604.40 j
102 ~,P 9+38.29 862288.43 1652806.49 ~
G 1 ~ EENSBORO RD OU ALL f jL OLD R
C11Y OF WINSTON-SALEM
0 Tl~ MH STA NORTHING FASTING i ti ~P
1 ~1 862063.71 1652604.40 s$ a+ao
~ / 1, t~ G~` 0+62.58 862002.78 165261$.66
A~" ~ ~
/ ; RQ q ~E ,~A ~ RQ Z ,~A ~
~ 0
ti ~ ~
4~ c~ EXIST MH STA V Y O / ~ O 0
o~ O+QO LOWERY CREEK INTERCEPTOR =
c G9+46.7 WINSTON-SALEM CITY PROJECT N0.6114 gLOCKLINE ~ N N ~ J o o sn a w . ~ o 0 ~L
Wz~ Q 11 P N / ~o~° s ~ w
h P z ~ ~ Q w ~
11 ~ ~ CUT AND REGRADE TO / z w U
MATCH ROAD SHOULDER Q: ~ WOODS MSLOPE3:1 , p W 3 / ~N U W
a~~ (MAXIMU ) P SILT FENCE / U w (TYP) / ~ ~ w~ o ~
n G1P SS CB / s ~
2q p~ h ~ / ~ ~ I / ~o MH STA wp w~ w
Q 0~ MH S~i`A~ ~ / 9 9+38.29 Zz z P ~ ~ z w
~ ~ ~2+10.24 ~`1_` \ 1~ s ° W ° ~ ° i
GEC / / ww w0 ~
1 RCP W ROCK ti~ / ~o
CHECK DAM ~ ~yp~ ~Q~ r N cs
E SHEET WS/SOb SE ~ ~ (/G ~O~ ' /
N SALEM ~ W~ FQT WINSTo o
N / of I DZB r N o ~
OJECT No. b.114 CITYPR PROP 1#~' SANITARY SEWER / ~5 N Z ~ j f L~~ CITY OF WINSTON-SALEM ~ o -
~ DEMQLISH EXIST WOODS / ~ O Il e
8 SAN SEWER AS @R~ NECESSARY. PLUG DGE /
\ ~ BORE PIT ~ / z / / U
ABANDON EXIST ~ 10 X 30 ` FO ~ MITgO s i/ ~ J
8" SAN SEWER TBM FCON f~ CHISELED SQUARE „ sTj~ '`tea, / TEMPORARY CONSTRUCTION ,A° - OOC Q U
ON BRIDGE GU , ~TIO _ / i q~D ~ ~ 7~-WETLAt~ EL 799.56 RAI( _ / / 1 tNTRANCE 7~-WET DS a ~ ~
/ LocK LANE s ~ J m / c~ a
(22~,~ ~ i' WOODS r 7 U ~
sp~~ ~l /
.•e H STA d•. / M
C . 6+36.07 LOWERY GREEK INTERCEPTOR 0+00 OLD GREENSBORO ROAD OUTFACE
~.N SBA } I a / m m
~0 ~0 .s ~a~ m a I •~a ~ z Y
~ ~`bb . Q' w ~ = I
<l 1 'v ¢s~ `a; r~ a U • BLOCK 3256
~ i
SALEM LAKE y~tlilU~~~
' ` GUq ~e, y . 't b'•. ~ ,
ATER UALITY CLAS~tiIFICA7'ION: WS-III-CA ~D W Q ~a~~ ABANDON ExIS7 SANITARY SEWER : • o' :'y o PROP 8" ; p: ,~e`~ ; d.,
8" SAN SEWER OLD GREENSBORO ROAD OUTFACE : c~; o ~
BUILD NEW MANHOLE OVER EXISTING 8 Sg N ~ Q'
8' LINE USING CONSTRUCTION METHOD tW s + . 0 qr , d
SIMILAR TO STD DETAIL FOR'MANHOLE BUILT OVER EXISTING LIIJE'. DEMOLISH ~I-I $TA ,
~T pQyyNSTREAM a SAN SEWER,AS N SSAI#Y AND PLUG O+6Z.5$ N ~,G~,.
• OLD GREENSBORO BOAC LF OF 16" STEEL CASING - - BORO ROAD 40 BORED & JACKED UNDER ROAD
OUTFACE W/ 8" RJ DIP PLACi.D IN CASING
(A F- J ZJ
a z WZ
o~ ~ ~0 I O zo m WZ
BLOCK 32b0 Z aa. Q ~ ~ p
- - _ Q Q o W 4 _ - w + ~ - - ..a ~ o - - - - - _ - _ _ - . _ ~ - Q
- - ~ a W - - o . o ~ -..........._..._.........................-i- - - _ - - _ II
- - - - - - - z z 0 - - - - _ - - - - - cn ~ - - ~ J Q
. - o _ - _ . . - - - _ _ - - > ~ Ll. a - F- _ W - - p . - a m c!} Z - !Y
_a . _ _ _ m - - U F- - - - _ a - . - - - - - - - - ~ a - ~ Q _ . Y . - - - - - - J z
- - - - t - . - o _ - r _ _ . . . . Q : - . - _ _ - _ - _ .w :
. r............................... - a . Off J ~ ~ . - - U W - - - -
. W:::: - - - - II - _ - - ~ _ . . - - - C~ J
_ ~ rn U 0 - - - -
w _ ADE . TO - - - . _ . AND REGR - . - - -N CUT . -..........a Y - O cv ~ - ......_.Q J CC N m
. ._x _ ........MATCH ROAD SHOULDE - _ W _ SUM B ID ITEM ~ W ~ a .oo - JZ
) - - .LUMP - - Q . ~ z J~ a - ~ _o z - - - ~ ~ - - - a. a w ra._...... Q II
- _ ~ r } 8 lO...-- o _ . - - CC ~ cfl fL - - ~ - ~ 3 0 - - -
. - - _ - - _ - - C9.. p..... - - _ T - - - - - -
1 - z . 8 0 - - . - _ - . II 2 - ~ ~ II ~ CC a,~tia~ lira
- . I - - - - - - - - _ 0 0 - - - - - - - - ......_Q . - .4 *i ~W.....--..........-----°--- ° F-......... - ,,,e'` ~4"~ it - - oc+i U)~ : - C
- - _ a G Y ~r+.Y. 0 a - - - - o co . ~ ~ 0 - 4 W • 1
~ - -M - - . . - d. s L .MI LL ' 4 y~y O
. - . . ....I. - v~ 6w _ 1 V ~ YI ~ ..y i~ Y . _ _ _ 1 O
- - -n. . - ,W 0 . ~ r ~
I TS OF PA _ LIMI - - - . : - - _ _ ~ - : _ _ .....::-C NCRETE MENT B DEPTH . - - - . T 0 - - - - - - R EWER INSTALLA I - ~N . _ /6/ I r ~
S FO S . . - - - - _ - CLAS . (n NTI-SEEPAG _ Qr COLLAR . . . . . .i.............._................ - ~ . o . 4 t . - t - 1 . R 1
_ _ yrn - - N ,.-r.. ~ . RE _ n....._----._.....- - . . . .
_ - . - NTI-SEEP I # . CV . W - _ - - - II - - - - - - - - - - - _ - - - - - - - pg _ R Q - - - - - - - - - - - - - - - - - - - - - ........I....._ w 7 - - - - _ 5a 3
- - J - - - _ Z - - _ - . _ - - - - - - - - - - w _ _ _ _ - _ w - - . _ - - _ 0
- F- - - . . . I ~ - - - X- -
- . . - - - - - R FLOOD EL = $00.x:::::::::::::::-::-. - - _ aw¢._.._ 100Y - - - - . . J _ - - _ . . _ . _..:....::...::_-....:::::::_:..:::::::..:::::::.:::::::FLANGED...::: ~
::::800 . - . . - - - - _ _ - - - - I - 0~~ _ - - - E _ - - - NTS IDW . . . I
- K........................ - PROVIDE FLANGED OI S BE - - - . - - _ TWEEN . - - . - _ N - . . PUSH-ON JOINTS IN S . : II : pQp _
WATE LEVEL EL . . . - - - - - ~ =796:::::::::..............- - _ N P LES . . . . . ORMAL . - - - LL BEAR 0 PILES. P P L . l E INESHA I - - _ ~
BEH N - . ..:::.-JUST ~ JOINT BELLS. - ON . - - p . - - - - _ . - - - - __302.22 18 DIP @ - - - - - - - - . . . . . . as - - - - - - - -
- - _ - 0.12 / - IP @ a.._..._._ _ - - - - - - - - - - - - - - - ..._........425.83 LF OF 18 D _ - N _
_ 18 DIP @ 0.12 /o....._.....__.....- - - - _ - - - - 10.24 LF bF - . _ - - - - : _ - - - - - - - - U1 ca ~ - - 40 LF OF 16" STEEL CASING . . - - co Y - -
- .....I- . - - - - - - - - - - - - . - - - - -o ~ D DER ROA fnEErffl - - - - - - - - c~ v w oC o BORED & JACKE UN E!1 - - g 9 - o - . . . . . . .
_ . - - _ . t13 - .-..I_ N _ - - - - - - - - - - - - - - t . ~ rn ED IN GA ~ r.a~ _ . - _:::::::::::::::::r ::,r~:::::::::-:-::::::::::::: O _ W!8 RJ DIP PLAC N ~ _ ~ _rn . II Ud .rn
. . . - lfy •0 . . - ~ - - H} z__ - - ~ - II_- EENSBOR Planning - --Q, orn
- - - - - - - - - - - - - - - - - - - - - - - _ O h ~ ~ . ...................v . ~ - - - - - - a~U _OLD GR - . - - or II _ - m - . _ _
- - _ rn c - - _ ~ v _ _ > - TFALL - 0 R AD OU ~~_z - _ . I _ - ._.....:.:z z::::::::: _:::::::::_:~zOz z -
- - - fl m- - U _ _ - - - - - - - - - _ _ - - - - - - ~ II II . - - - - - . . - _ . - - - - - - o - - - m w - I - _ _ - - - - - - rc rtectura Ill . - - - ZZ J.._...--- - - - - - . _ - - KERTOWN WASTEWATER SYSTEM -PHASE 1
_ II - a h m - - - - - - ---::.::::.STEEL PI LE - - - - : ~ - - - - z z . II......-.. - - - . . ~ c~ - - - - - - h - w - - - - - - - II . WAL
::::::790_ . - _ - -o . o z . . . D - - - - z 0 v I- . _ 350 N GoxSf Sfe. 26
- ...--........-z z- _..............r u u ~ u Y--......._- - PILE DEPTH TO PROV E - - - - ...z .z 0 - - - - - - - - -...N o t - - - - - - - - - - - - - - - - - - - ao . u zm z . --REQUI - o - _ . - - . - - - zzW . - - - _ - - - - - RED BEARING CAPACITY - - - - - - - - U FALL PRaJECT 71386 ter,, rv.c zT2o3 - D T _z z~ooo _ - - -
- - - - - _ - - W - - IN SPECIFICATIONS _ - - N > z ¢ . - - - - - . . SEE DETAIL ) a z - - - - - - WINSTON-SALEM/FORSYTH COUNTY U77LITYCOMMISSIO 51nce ?938
a - - - - - - - - -......._.z . z - - - - . z - _ _ .Zw Z U . . m_ - - - - . Q - - - - - - - - - - - _ Q - - - - - - ..._J _ w - - - _ _ - ~ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - . - - - _ WINSTON-SALEM NORTH CAROLIN~I
~ i avr n nCCIn~A !I I RID CI Ih Rill ITFhAI
- - y _ . - - +30 706+10 NGTH ----J ON I
- W> - J9 - ONE F L INSTALL JOINT OF ' - - . - - JO w _ ~ :.._INSTALL OF 180 X X X 0 .......:OINT INSTALL OF 18" ONE DIP P A AT T CONTRACT], SECTI SHEET NO. THIS - _ .
- _ - W to Z .-----JOINT D P AT T . LOCATION - - - - ' _ - LOC - N LocATION - L WERY CREEK INTER C E P TOR
_ EP TER _ - FROM:
- - . I I :t K IN - YC CREEK ER L W - - OLD GREENSBORO ROAD - - - - - - - M . - T0 LOWERY MILL CREEK AND MARTIN MILL CREEK INTERCEPTO
- - - UT
- . - - GREENSBORO ROAD 0FALL - - - OLD
- - FROM: LOWERY CREEK INTERCEPTOR OF 4_5 SHEETS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7+00 8+00 9+00 TO: OLD GREENSBORO ROAD
- 5+00 6+00 4+00 1+00 2+00 3+00
0+00
FILENAME: Cl SN 04 LC1 LAST SAVED: 6/11/01 8:28:04 AM

i
i
i
BLOCK 3260 iv1H STA NORTHING FASTING
26+ ~ 7.62 863090. (1 7 1653977.50
2 f2 .7 ~ 9 1 0 863238.85 1654242.70
loza 31 ~fi5.01 863479. ~4 1854277.57
33f68.94 863645.25 1654396.58
CITY OF WINSTON-SALEM
36f03.77 863765.84 1654598.07
Z
0
SILT FENCE 7
C~'p1 W ~ O
1 O
1 z ROCK ~
~ 1~~ CHECK D~4M
R~~ d U
~ ~ ~ MH STA TBM " ~ SPIKE IN 10 BIRCH MH STA W
~ ~ 26+17.62 EL 800.92 ~ 31+65.01
WETLANDS TLANDS u tr
~ PROP 18" SANITARY SEWER '1_.__~.__________ T~ ALL
o ~ ~ ry i ~ 32+Opi i ~n ~ \ C PC C~ 0 a~+oo RF lqs L~~' o.
i ? \ Fk6 ~ cn a \ qNk fcg w
1 / ~ ~ i ' ~s
V ~ ~ s~ ~ in \ ~C'
~ ~ ~ /i~ MH STA ~ ~ w~Ds
33+68.94
~ \ a ~ Nf-
i ~ ~ i/ 3S ~ \ N ~ ~ W
~ ~ i /
"DO ~i' ~ ~ . ~ i ~ ~ ~ i 1 \ O II II ` \ z r- T-
~ WOODS
~ ~ i ~ i • ~ i~ F ~O~ ~i
~ a I- Q ~
\ WOODS ~ C0~ s~ WOpDS
\ ~ i \
\ i'~ ~ \ WETLANDS \ ` ~ U ~ a ~ BLOGKLINE ~ MH STA ~ ~ ~
~ ~ 36+03.77 \
~ ~ ~ M
~ / ~ ~
/ ~ ~ MH STA 1~ t! ~ ~ m \ \ ~ ,r~ m m
~ / 29+21.7 rr~Atl! Q
-1 Ui ~ Y w S =
E 1~ e ~ ~ U
G 0
~L ti J tt1111111NItPP `~e !r
\~~.yf ; Nnu„ti~ ~ , e,
r
w ~Jt ~ : I ~O~D
~r ~ i
1028 by ~P,,,
9D ~ CITY OF WINSTON-SALEM 9D N PGA,. i P,tt J 1,1
,t„111?+ C
I cn t- }
BLOCK 3256 BLOCK 3260 ~ z BLOCK 3256 a Z wz
® z CD LiJ Z Z 0.Q O ~p
a - - - n W d... - - - - °d
- - ~ ~ - W a _ t~ > -
. : ~-o ~ .
- _ _ _ ~ W
- ~ u. U
_ . - ¢ ~ ~ F' . . - - - - - - - - - ~ oC 4 w
. N ~ . . . . > tl.. U ~ - - ~ J
W . . ~ Q
} _ - - . , N 1- o W 1 . . W N - W~ - W _ to
I~ _ - - - - - - - - - - _ - - - - - - ~ O - - p _ - ~ r ~ Y , ..d. d - - W N-- . . - - _ . M . - - - - -
- - - ............................._..................................................n - co - - _ - - - _ - - - - - - - - - - - - - - . - 'N Z °D - r .F- tp - - ~ - - - _..rn ~ai_.... - - p. h.-. ZQ ....IZ ~ ~ . . ~ . J a d
- Q - - ~ .U1 -:::_810 ~ oW _ _ . - - . - - - - ~ - - - .2 - _ - - - - - - - - - - . . . - I I 8 0. _ m - - - - 4 . - - -
- F- - - - _ ~ - - - - - - - - _ - ....N = . . T . . _r1 - - - - _ - _ - - - - - . - - . - - - - - . - - - II - - _ - - - . W
Z _ ~ a . Q _ . • - J - - .__.........-.Q J........_..-......----._.._........- - - _ _ -(p - - Illulelt . - - .-............h _ - - - - - - - . _ ~ ~ - - - - - - - /t tree . - - . W - - - - ~ . P - - - - - - - - - - - P - . ~ R
- - . _ T cn ~ ~ m _ - - - - - . z ~ ~ ~ - - - - - - - - - PPt
- - - - - - - - _ - - - - - - - - - - - r - - - o --...--r . . . . n - - _ - - - ~ w ~ . r - - - - - 1 - s e w - -
m _ a - Z J - n ~ KC 1c~ .
. - ~ w............_.,.._......,......._.................... F - ~ - :~iW i~~ I
. . ~ - - - - - ~ - - . - - - - - - - - X - - - - - - - . . - - - ~ - W ~ - - - - - -
- - . - - - - - - - - - - - - - - - - - d d'' - - - - - - - - - - - - - ~ - _ - r ~ ~ •~t . - Y .
.100 YR FLQOD HEIGH - . - . - Petal 1111
- - - . /lt - - - . t glll
.
800 _ - - : - _ _ . _ _ - - - . . ~ ..o _ - 234.83 LF OF 18" DIP @ D.12 % -
- - - - - - _ X03. 3 - 129'0:::::.::::::::::::::.:::::::::::::::::::::::::::::::: ; ; - - - - . . - - - - - - - - - - X43.31 LF F 18 DIP @ D. ::~03.93 OF 18 DIP @ 0.12 - - -
- 04.08 L CAF 18" DIP @ 0,12
.
. ............h - I~ . . ca. N.... - - ~ M - -
......~,o r~ - - _ _ r. co II ~ - - - ~ _ h
- -..r,, ,o - _ CONCRETE rn ~ ~ r.,..~:.~ rn . .N - .........rn . --ANTI-SEEPAG .....n r - . . ...n r„ . . u rn II II II
. - - f _ COLLAR ~ ! - - rn r _ h . - ~I - - - 8~r1 _ 0 - - - - . I1gli1 ITS
_ . -Z - - - . - - - - - - - - - - - - - - - - - - - - - ......:.......:z z - _ _
0 - - - - - - - - - - - - - - . - - - _ _ _ - - - - - - - - - - - - - - - - . - - - - - ~ - - - - - - - - - - . -..-......_...z .Z - - - - . .._Z .Z - - - - - - - - - - - - - - - - _ - - _ . - ~~BCf/1 ~
- - 2 Z._........_ - - - - - - - - - - . - . - - _ - - - ~ - - ~ - - ~ - - - I
.
,790 ~ - . _ - - 90 - - _ rc tt~ctur~
_ . _ W LKERT WNW TEW TER SYSTEM -PHASE 1
OUTF.~4LL PROJECT 71386
WINSTON SALEM/FORSYTH CO UNTY UTILITY COMMISSION . . - - - - 5 nca
- - - - - - _ - - - - - - - - - _ WINSTON-SALEn1 NORTH CAROLINA
_ - .....,............:::::T::::,: . - - - . . - - - .
- - CONTRACT 1 SECTION 1 - - S -
- - - - -
LaWERY CREEK INTERCEPTER - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - . FROM: OLD GREENSBORO ROAD
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - . - - - - - - - - - - - - - - - - - - - - - - - - TO: LOWERY MILL CREEK AND MARTIN MILL CREEK INTERCEPTORS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 45 OF SHEETS
7+00 28+00 29+00 30+00 31+00 32+00 26+00 2 33+00 34+00 35+00
FILENAME: Cl SH 07 LC4
LAST SAVED: 6/6101 11:04:21 AM

1V1H STA NUt~THING FASTING
36f03.77 863765.84 1654598.07
~~,ocK3zs~ 37+95.93 86;1882.15 1654751.03
10
41 +81.97 864103.48 1655067.32
BLOCK 3260 OTIS W. & ALLEN J. CREWS g 4355.81 864275.49 1655042.17 CREW
18,540.01 SQ FT CONSTRUCTION EASEMEN N 4626.22 864443.56 1655254.00 TION EASEMENT
13,603.17 5Q FT PERMANENT EASEMENT NT EASEMENT ~o as
.w~ oo`
~ i
APPROXIMATE
LOCATION OF MARTHA V. ROBERTSON
CREEK BANK ~ ~ Z
v p
~ ~ i '
N 864,090.73 E f,654,800.4f 2~ 3 ~ j
~ LpWERYCREEK W p ~ ~ ~
~ L~' Wq ~ ~ o 0
~ WETL ~ ` CREEK BANK WETLANDS ~'ptj rn / 1~ Z ~ w } C ~ TEMP SED / /
~ C ~ MH STA ~is~, TRAP / / 9 ~
~ wooas 3 ~ ~ CC,*,`` ~ ~ TBM .81 ~/~q N~°-rs~ rs"E 4' l I / ' o lA 43+55 Tjp 10kfik3'VY! / / 11 U
y ~ SPIKE IN 12" GUM ~ ~ EL 804.18 - IKE IN 12" GUM ~ N W zi.ss~ WEIR / / I ~ 804.18 ~ ~ '~Ilt o / / w
` MH STA vMfTS WETLANDS
CO Of 37+00 ~ . 36+03.77 NsTR SILT FENCE N / / ~,ti / b ~
Ut'TrON ~ P m
` ~ ~ ~ WOODS 0 D S / ~ ~~T/pN 87rs~ / ~ uwi
~~1 ROCK CHECK DAM f o ANT WETLANDS ra, 6+~y07 0
/ / -..pFRM,4N S 8S~ l / r ~"W w
WOODS ~ w ~ 1 ~ ~ / / o / -`'-~ENT~AS NS>° ...-2gs, W / l rez>> ¢ , FM' `r2"~ T SST
~ MH STA ~ ~ ~ ~ r , 37+95.93 3s~~ q~ / / c'S, / 25 CANS 27p47' 4-`--,/ / x
~,J \ .c / / , / ~S1 / ~ TR~~T/ ~ ~ Mbt Sy / / b f / ~ ~NE4SF l
/ ME N 864564.61 / ,~0 ~ f f NT / / fi BLOWOFF m o N I / o, ~ E 1,655,326.53 o I-
PROP 18" SANITARY SEWER / / o~ , / / ~ ~ / / ` / c°v ~ ~ ~ f o / / S ~ ~ MH STA ~ Ow
/ ~ / ~ f WOOD / N z = i. / f / / ~ 46+26.22 a >
~ ~ i f/ f / I ~ i
` ~ ~ / CONC NSSo~~~~ ~ Q~ / / / / / ~ ~ WETLANDS O = = / / \ Z r r
/ U I /
~ / / r W / / ~ W J
\ `1 / 0 ~ a / /
I ` ~ / / / ~ ~ d ~ N i ~ rn /
/ r / ~ ~ a
WETLANDS 1''~ / / / / U U ~
~~O ~ ~ ~ 0 1028 ' ~ o
~~i 1 ~ ~ / ~~F CITY OF WINSTON SALEM ~ / / a r / C
~ ~ / ~ m .
r -o ~ m
MH STA m m o ~ ~ ~ Z Y
W r 41+81.97 lNE ~ ~ W ~ _
ISSlO~ l- w o ? ? U ~P~SM'. ~ N
\ ~ POW/I ~ ° Q 23p KV o
0 ~ tj~S1{pplpptP~ l 't~ A
m 1 CT ~ ~'~"pu.ryy ~ f \ \~~d ~t/~~q
r w ~ ~
,oi ~ ~ a : 4 ~ ~
~ ` ~ to ~ T"
',i"}S1il (~Ti Vlt wo o
I r
i StON SIN ,~~0
/ 1./ TR~S ,,tt y Pt,~~ pOWEP prpntptt,~ i
~ BLOCK 3256 r 3zSb ~~o IN
~ ~ zJ
rl a w z
z ~ ~ O ZO m W
~ a~ © ~Z
- - - - _ - - - - - a ~ W Q O _ - - - - - Q
. ~ a _ W Q - - - - (.7 : ~ . o - . ~ I
O - - Z - ~ o ~ --r O
_ : - - - 0. - - - - _ - ~ - W
. . - ~ am U70 ~Z rn w
_ ~ I- tr J i _ - - - - _ - - - - - ~ I _ - - - a Q ,
- - W ~ W W
- - U - - _ - - . - > 0.. w
. . a ~
- N . - . ~ . _ - - - - - - tY W ....T- W - - - - - - . - - - - - - U3 - m : coo Il - - - - - - - - - Y
.4. _ - .:-:f~ - - - a~J.......- - - rL - - - - -tq m u1 W . - - - - m J Z
_ - - - - - _ - ..........w _ . . - Q7 . - - - ~ . . - _ - - - - - U . Q - O - - - J ~
a - ro r . w - - - . - - - - - ~ ~ w , . . !0 W ~ - - - - - - - - - - - II _ -a1o.. a Ja...._._....
- oo - - _ _ - - - - - - . Q - . . . . - - - - _ o . . . . . . w _ Z - - - - - - - - - - - - - - - - f-- n. - - - - N . w - - - - - W - - - - - - - 1 ~ Z.. - -
J - . --..................._..................----.......--°-------------........---._......_----........--r - - - 4 w d - - - tttnu - - - - _ - - -w Q ch - - - ~ttt trtt _ _W ~ _ . - _ - - - - e
- - . _ - . - - - - - . o . - - O . . . - - - - - - M w ao - - _ _ _ - - t a
- m - - ~ ur Q: - - rn N - _ Y..... ~ Q w . - . . . - - - - J - c~:'~ :d
- - . - - _ _ - ~ = m .w.R w W r. - - - - - _ ~ GD ~ p w r
_ - - - _m _ . . p u HE HT:::::::::::....... way---~- _ 100 YR FLOOD IG ~ u~ .w ~ - - _ ~ C.~ i V~ ~ U .
- _ - - z . d . . - - - - -...................r . - - - w - _ _ - - - - - _ --fA - - - - - - - - - - - . . ~ e~ e r - _ _ _ . _ _ _ _ o e • A~ - - V' v P
Z . - - - - - - - - _ _ _ _ . . . . . - - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ p. ~ ~ 1~ 4~ 1 I o ~ .".r
w - - - _ _ . _ - _ _ _ . - _ - _ _ _ _ _ ~ y tt 4 .
ttt Ig1U
.
- ~ - . - - - - - - .............-173 . _ o _ ~ ...270,41 LF OF DIP @ 0.12 % .
- - - - - - - - - - a - - - - - - . - - - 86.04 LF OF 18 DIP @ 0.12 / o - - ........173.84 LF OF 18" DI @ 0.12 / - . . . . . - - - - _ .
.....000. - - - _ . , . . . . . . . - . - - ~ - . . . 92.16 LF OF 18 D P @ 0,12 10--....
- N -
. N - -
..---..r...-- ~ _ O - . ET - - - NCR m - . _ - - - - CO - . - - - - - - . - w .._r .rn..:::- :r :rn _ - - - - r`............ - -
AN - m - ~ - _ II - . . - - - II . - - . _ - - - .......__.........a
- - n ~ m _ - - _ - - - - LAR - . u . - - - ......,...................._.............._....CO - . - r. II - r. - ~ - - - - T P - . ]I ~ INSTALL 3 0X3 0X12 I
- . I - - - - - - - CONCRETE ANCHORS
- - . - ..._.-p
- - _ _ _ Z - . . . _ - Planning
. - - - - . - ~ ~ ~ 3 0 12 CONCRETE-- _ - - - - - - T - - - - NSTALL 3 -0 x x _ - - - - _ - INSTALL 3 -0 x3 -0x12 CONCR E E
- _ . - _ - ANCHORS AT EVERY JOINT ANCHORS AT EVERY JOIN _ 46 00
7 0 _ _ - ~ - 9 - - - - - - - - - - - - - - R Y EM -PHASE 1 . - - - _ - - WALKERTOWN WASTEWATE SST
. - _ - - - - _ - 3sa ?v coy sf, s~. 2s - - - - _ . _ - . - - _ . _ 3
. - - - 1 b - - - - - - _ - - - - OUTFACE PROJECT 7 o Asheboro N.C 27203
m WINSTON SALE.M/FORSYTH COUNTY UTILITY COMMISSION s ~ 1838
MNSTON-S~iLF.M NORTH R LI
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - CONTRACT SECTION I SHEET NO.
- - _ - - - -
- - _ - - - - L0WERY CREEK INTER CEP TOR
- L - - -
- . - -
- - - - FROM: QLDGREENSBOROROAD - - - - . . TO: LOWERY MILL CREEK AND MARTIN MILL CREEK INTERCEPTORS _
- _ _ 45 OF SHEETS
_ - 41+00 42+00 -00 43+00 44+0045+00 ~
36+00 37+00 38+00 39+00 40+00
FILENAME: Cl SH 08 LC5
LAST SAVED: 6!8/01 4:34:58 PM

it
MH STA _ lUl9RTt 11NG FASTING
BUCK 3257 BLOCK 325b 46+26.22 86444;1.56 1655254.00
47+60.17 86456t~.57 1655200.98
49+41.87 864675.54 1655346.38
53+41.87 8&5045.01 1655193.11
W o 56+91.87 865392.31 1655236.51
10
$ MARTHA V, ROBERTSON hh i
ails W. & ALLEN J. CREWS y 29,569.29 SQ FT CONSTRUCTION EASEMENT
23,744.48 SQ FT PERMANENT EASEMENT
Z J i
Z
~ p ~ ~ EXIST 20' WATER ~ ~ / LINE EASEMENT ~ m 0
~ / / / r ~ U
~ WOODS / / Z > r O
~ / / a~ W ~ m ~ Q
h~ / / ~ / /
„~9 6 / / MH ST MH STA ~ z
~ ~ °9 WETLANDS / / \ / / 53+41. \ / / 53+41.87 W WETLANDS ~ ~ ,/1 WOODS ~
TEMP SED / / ~ ~ ~ I
\ TRAP / / / \ ~ - \ \ 10'x6'~3'W14' / \ i 1BM ~ ~ _ W
\ \ \ EIR / , / \ SPIKE IN 12 GUM j _ EL 806.66 W
\ 2`' \ \ ~ ~ / MH STA N~ - _ a
WOODS \ \ \ / l ~i\ S \ / \ 47+60.17 ~ ~ _ ~ 15' CO _ W
r-_ s _ NSTRUCTIONE z
/ / , ~56•x-00 w / _ ~ 350,gp ~ ~ i
\ \ \ ~s +7 'A1 ~ 811 \ \ S~t~ ~ /
\ $s \ \ tZ ~ r ~ \ \ ~ ' i~ 'Stiff /
RO(;K
\ \ RIPRAP \ \ \ PROP 1g' SANITARY SEWER 5Z 'o. ~ s~~` CHI CK DAM '1~ ~ ~ Q t~ Q N t' ~ w (n~ ~ ~ ~ o o G= F' I
WETLANDS MHSTA ~ o " ow
~ ~ ~ W DEN CREEK \ \ \ \ ~ WOODS ~O ~ a ~ 56~r91.87 C,\
M p CHANNEL \ \ ~ ~ ~ ~ s, y' ~t \ \ i i ti ~ i y ~ °v ~ ` JV~ p 'i~ n
MW STA \ \ ~ \ \ ~ 46+26.22 •o, ~ \ s~ \ \ ~ ~ T T C~`
. ~ / s~ WOODS o \ \ 5 A ~ `7( V
W 8 ~ iil J
B( O F- ¢ o~K ~ ~
MARTHA V. ROBERTSON <~iyF ~
U / / -TEMPORARY ~ \ \ ~a \ MH STA / / DIVERSION \ 49+41.87 ~ 50 O L7 d
~ U ~
0 / \ \ if ;SILT FENCE ,~I 2 WETLANDS ~ .9~s / / ~ \ \ ~ ~ ~ I Y
J \ i i / ~
/ / \ \ i' ~ lG~ ~ N 864 564.61 \ ~ / / / \ i i ~ 10
V \ i / / ~ E (,655,326.53 ~ L G \ WETLANDS 1 / / i' (J11~' } m
/ / ~ i ~R ~ OTlS W. ~ ALLEN J. CREWS m m P ui z x
/ / ~ ~~T / / w ~ 2
/ / ~ ~ U I
/ / ~ / / i
/ / ~ ~ ~ / / ~ 401~IIIitfdJ{J ,~4 IJ
/ / 3~~ ~ ,P r
/ / p0 i i by :`t'' : f
r~ l ~ wFR / d~ `C~i ~ :Q.
/ p0 S / 1 ~WF 4'1/x, =~C~~n Q,~,jT o: :N 4.xr
/ / R ~o,~ ~ < ~ l I NS /NF
~ / Mi :r ~ :~'d P~'~ Q' • 1.,.
/ / ~jo / NC/ / hF
J~INN~
/
BLOCK 3256 ~ J ZJ
L1. z W Z
g p ~ ~ zfl m Wz ~
~ 0.Q ~ ~p
. . . . _ . . 0 _ - - -I ~ Q
_ . - W _ - - - - o c~ ~
. _ _ r Z
. . m' - ~ _
. - _ . r.. - _ _ m ~ ~ ~ !i - - 4 - Y - - _ ~ - - - - - _ ~ Z
_ - _ -
I . . . _ ~ .J _ - W . Q . ¢nw .
_ c _ . - - - - - - - - - - Q . . o _ _ - _ _ ~ m o_....--- OC r
. ........W d . aZ~d - - Q .
- d - - - . - - - - - - - .....{q ~ Ww~... ...w - HOC W I z:::.:...- - - - cn
df r ~ w ~ - - - - u wow _ - } wU Q Z
~ _ r ......r ~ . - - w _ . - - ~ I a r _ - - rn . - - ~ . o cn ~ + ~ m o _ _ - _ rn _ - - - _ . _ m . o ,=a ~ Q W _ - o
a~ co................. - - - . o _ - mo - + a w n - ~ m ¢<D mur.•i...... • n ~ . ~ a - - - - - - - -
- _ _ _ - . - - - - - ......_.Q - - - - - - - - ---810.. - - ~ o Wow II - - - - az - - - - - w - - - COO'
..............N w ~ . - -......_100 YR FLOOD HEIGHT . J - w .....1- . - - ........N . - - - - - - - - - - - w r` WIDEN CREEK n. z W 3 - - - . _ - - - - - - - _ w - ~ - - - - - - -........CHANNEL ~ ~ .~w~ . W - - ,t JJ
_ x-.....- . . mo r . . W . - - - - ~ r r ~M~ A
- . .NwoC .........._.......c~ m . ~t m Q - _ - _ ~ : - - - - _ lA W ~ ~ V ~ ~l~~ o
_ : w u - - - _ _ - - - d. W - - - - J - - - - - - - _ _ - - . - - Z _ - - - - - - - - n....._..... - - - ~ • ~ ~ , : 'x i ~
fA . - - _ - - - - - - - - - - - - - - - - - - - - - - - W------...7`-... . - w 63.95 LF OF 18 - . . . C3 i41~ s;~~
_ x DIP @ 0.13 - w - . - - - - - - . - - - - - - • - s
- R PRA - - - - . I - - - - - - . d 0 - ~ .6 r
~ _ - _ w..
. . - - ~ - 2 / . - _ t - - LF OF 18 DIP @ 0.12 9'a 550.00 - -
. - - - - - - - - - - - - - 00,00 L O 18 0.1 ~ a.... 1 0.12 /
_ o LF O a - - - - - - - - - . . . - - - - - 181.7 - - - - - - . - -
- - - - - - _ - - - - - - - - - - - - - I
- oo_ - - - - . _ - . t9 - . ~
. . _ - _ ,r, _ - - _ _ _ . EL. STE _ . . of 20 d . n .ui - CONCRETE - _..ao .o . O :d; - II O
LF - - - - - . - - - - - _._......._.........._..................................o.. 40 m - ~ - - - _ -._........m PIPE @ 0.13% rn ~ _ m - - o - ..._....__.-.ANTi~SEEPAG _ .
- . ca . . - _ . ~ rn - _ - - -....rn - - - - . _ _ - - - - - - II ~ ° . o~ . _ r ~ ' u = _ -..COLLAR . _ ~ . u n P _ z
- ._ti rn........ : IP@0.13 n _ II r _ . _ - m II n II - ~ -
. . . p - _ ~ . ._z .z _..........Z .Z _ _ - _ -
. _ ....Z..z z - -EX 16 DIP L :..-:::....0 . .......0 _ 1 OLYETHYLENE . ~ .:z :z - _ - - - _ - - eer
T _ - - - - - - - - - - -Z -z . _ - - - - - - - - - ~ - - _z z .........ENCASEMEN . - - E'ngin ing
. PI - - ~ anni g n
CL G BEDDI _G -
_ :790 .
:-...790 - - - - - - - _ - - . Arc ~tecture S ASE 1
. . - - W~LKERT4WN [~riSTEYYATER SY TEM PH
_ 350 N. Cox St, Sfe. 26 - - - . - - CT 71386 . . - - - - _ - - LL PROJE _ . DUTFA ~h~~ ~ c. z~2a3
- T-YINSTON-SALEM/FORSYTH COUNTY UTII,ITYCDAIMISSION S?nae leas
WItVSTON-SALEM R
. CONTRACT], SECTION 1
- -
. - -
- L0WERY CREEK INTERCEPTOR
- - - - - - - - - - - - - - - - - - - - - - - - - - .
- FROM: OLD GREENSBORO
TO. LOWERY MILL CREEK AND MARTIN MILL CREEK INTERCEPTORS
- - OF SHEETS
52+00 53+00 48+00 49+00 50+00 51+00 47+00 46+00 55+00 56+00 )0 54+00
FILENAME: Cl SH 09 LC6 LAST SAVED: 6/6101 11:34;18 AM

MH STA NORTHING EASTlNG
56+91.87 855392.31 1655236.51 BLOCK 3257
BLOCK 3257 59+39.33 865622.71 1655326.80
63+39.33 865829.08 1655669.46
67f02.69 866024.82 1655975.59
i
14B
7H i
EVA B. CRANFILL I DON WAYNE FERRELL
i 3,241.28 SQ Fl CONSTRUCTION EASEMENT
4,649,70 SQ FT CONSTRUCTION EASEMENT 113
3,984.78 SQ FT PERMANENT EASEMENT
u3 PHYLLIS VILLANI Z
o
> Q
.A/ ~ w
h~' ~ m ~ 0~ F °
o ~ ~ ~ (/1 w
i ~ g
WOODS ~ o N B65 969.86 a ~ i' tJl U
N 865,738.66 PROP 1$" SANITARY ~ = E 1,655,434.94 ~ SANITARY SEWER 55664.55 N / + ~ ~ f,6 rn m i r'a w
U S0 MH STA , C~
Z ~ m
~ ~ S m o co ~ i ~ r
~ BLOCKLINE Ns ° x Id- " = 9"E 252.47' `i , ~ w N57~24 f ~ ~ w ' _ _ - ~ ~ ~ z ~
r o+ EIP ,1-42-34 E 176.82 ~ N58°-56'-30°E 7Q-46' F MH STA d~ N , s1°,4z=34~ -"`y~~
59+39.33 ~ ~ ° - ~ Elp BLOCKLINE' EIP N N59°~9'-35"E ~ / w MH STA 215.64' _ ---Vim..:-- / ,i sTAS7+22,32_ ~
- cn~ ~ 25' CONSTRUCTION EASEMENT MH STA ~ / ~ ~o ~ ~ 6 a 63+39.33 63+39.33 ss+ao _ i4f.2f' s7+oo BLCGCKLINE
~ ~ ~ a h s4+oa i
-g si+ ° s~+oo / ~ s2+oo - FENCE GATE i - sa+ao ~ pA ° N58 -56'~30"E / / N 58 56 3 963.36' i
\ d~ 125.69' 0 20'PERMANENTEAS ENT 274.31'/` W 00 D S m a N
-.r_______.____-_.-_-__..._.~ STA 65+79.53 W a o - ro m N Ow
"~s / ~ 21 / f - - J - N ]
9 ~ MARTHA V. ROBERTSON ~ / / y'! ~ ~ _ - ~ ~ _ / WETLAND S / h N ~ 4- " Qi ~ d' ~ ~ II Il

1;OWERY CREEK z r r I1 ~ ~
f l / / / r WATER ~ WATER QUALITY CLASSIFICATIONS W~ 1 / U w tli ~ ui ~
~ ~ / ~ / / / ~ -4~~ i WETLANDS ~ / / ~ Q OC Q U
5 / ~ / / a p ~
a~ / ~ TBM / / / ,1G EIP ~ ~ a
SPIKE IN 12° GUM JC / / i/ ~ 1~ ~ v ~ U ~
EL 806,68 / 5 / ~ / / ~ b3 ~ N 865,552.50 V ~ . ~G 1~ ~ E 1655343.54 tp / / / V / s
/ 6 / ~ J,~ / ~ Q! / b /
r
/ ~2 113'/ / BLOCK 3257 } } m I
~ . , m m ci
/ / / / TLANDS ui ~ Y QG / W ~ ~
/ ~ p p U ' ~ 1
/ / ~ / ~ ~ //,F° / f 0 a I
/ /y~ ~ iiirll~ei, ,`ii /ifj i
wooas / / / / / ~ , e 8B
/ / i / / / / / c~ `1~' ~0 : v:° 60.•:6%
/ / / MH STA 1 ~ l/,y BOBBY G. BOBBY G. KIGER ~o ° ; D; 2' ' 55 ro ~ ~ as
/ / / i 6+91,87 F / / 5 13,033.15 SQ FT CONSTI / / OTIS W. & ALLEN J. CREWS 13,127.54 SQ FT PERM - FT CO STRUCTION EASEMENT 5 . Q : ~ ~ >SQ N
54 SQ FT PERMANENT EASEMENT ~ ~ P , w N ,.1 ~j i y1~ ; 0
~ ~ 7 /
.~f> WOODS ~ ~ 23° ~A, ti p,~,•~ i ~,i~ J ii,.
htHlii ~
9 ~~a~~ eo~5~
0~5~~ ~ ~ ~
BLDG BLDCK 3256 BLOCK 3259 ~ z ~e~' d a W Z
Z 1- ~ 0 ~ z0 m W
Z dQ D ~z
- - - a ~ W 4 ~ ~ - - Q a - - - z t-
_ . . - - - - - - - - - - - - - - - - - - J d - _ "a a - W ~ .
. . - . _ _ .
. _ .
. - . - _ Q - - ~ - ~ z
- . _ - - _ ~ d c~ - - - a
- W _ _ - - - _ - - - - a. - W o - - - - - J ~
r, ~ U iL .
........:......rr 3cna n = ~ QO r Q
- _ -rn Q . - - - _ - - - _ - - = m . O _ . . - - - - - - - ~ W - r !A
. - - - - - - - U - - - . . p :m - Q ..J Z II T z w a . - ~
~ W ~ - ....cn w - - - .:a
c~ ~ _8 5 . - . _ - - - _ _ - . x _ - _ _ . 815. . - - } ~ F- ~ Z . _ _ . - - - x w . - - - - - - - - - - _ . _ _ _
. _ . a _ _ ~.w ...................................................._...............................................U - - - - - - - - ~.W
. . . ..............a - - - - ~ . No. - - _ O .z m ~ nb' Fri
o - - - - - - - - - - - - rn ~ - - - - - ~Y. 0 • s A 4 ! A . s p . a ~ r . --------.............._ID ~uJ - _ a ~ ~ . - _ -
mm:::.::_-:::..:::::- - - _ - - - _ - - - -w + 100 YR FLOOD H I - - - o - - _ - - - - - - - - - - - . . . .........d - ~ 0 . mw - - - - - - J - - ~ : - ~y1 . f~ r` . s . ~
~ _ II. . d D G3 • . - Y
h w - - - - - - - - - - - . .....ao - - - - . - w.,......._...- - 0 --.......tn W - - . . . .....r -
- - do - - - - - - - . - - - - . _X . - - - r7 - - - us w ~ - - - - - - - i _ r a . r A
- . - - - o . . _ - - - - - - _ _._.....m . u) W - - - - - - - - II - _ _ 'Y - _ r~~r I
o _ w - : _ - _ - - - -1- . - - - - - - z - - - - - - - - - - - w w t iN1U,lUi
-
x - - - us w . . - - - , .
. _
- . -
- - . . - OF 1$" Dlfs 0.12°0.::::::.:_:::::::::::_:. 63.36 - - - - - - .
a DIP @ a.iz /a._ _ - - - - - - . - - - 400.00LFOF 1$ DIP @ 0.12 u o . - - - 47.46 LF OF 1 _ - - - -
. -....................__.....r
r.,.._ , _ _
. - - - - - - - _.........._.....o ' , .................._..a .o,...._....._. ..r ..............a II o - .
..::CONCRETE - - - - - - _ . - _ - ao - - - - - - - - - - - - - - - r o . _ . _ - _ - - ANT - E o . _ - - - - - - ~ - - - - - Engmeerrng a...._.........- -
- .................._o . - - - I S EPAG - - - - - ~ - - _ - - - - - - - - r II pp . O _ , - - - - - . LLAR - .o - - - - - - - - - - - - - If II Z - - .
TYP - o t0....- - . I . _ - - - - m - - _ - - - - - _ - - - - - - - - - - - - I - - - _ . II -
_ Z - - . - - Z - 0 . Z z -
- _ - - - - - - z - - - - - - - - - - .
- - _ _ . . . - - - - - _ - - - - - Archrtecture
WALKERT WN T ATER Y TEM - PHA E 1
3S4 N. Cux St, 6 _ OAT OJ C 71386 - . _ - _ _ . TFALL PR E T Asrraboro, N.. 7243 ~
- 6{'INSTON-SALEM/FORSYTH COUNTY UTILITYCOMMISSION 81nce ?936
- wINSTON-3ALGM NORTH CAROLINA
- CON TRACT 1, SECTION I
- - SHEET NO, ~ - _ I
-
_ LOWERY CREEK INTERCEPTOR -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - f m - --t - - 10
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . , . FROM: OLD GREENSBORO ROAD
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - TO: LOWERY MILL CREEK AND MARTIN MILL CREEK INTERCEPTORS
- - - - - - OF 45 SHEETS
59+00 60+00 61+00 62+00 63+00 57+00 58+00 64+00 65+00 66+00 ~
FILENAME: Cl SH 10 LC7
LAST SAVED: 616101 11:36:58 AM

i
- EIP MH STA NDRTHlNC; EASTlNG
' _ BLOCK 3257
EIP ~ _ 866,387.59 N 866,548.85 E=1,&x5,845.08 67+02.69 866024.112 1655975.59 i ~ i
~ F=1,655,850.57 N= 865,969.86 <0 68+89.08 866180 ;'B 1656078.42 i
E=1,65.5,864.55 C,~ 71+69.21 866458 ,~8 1656112.08
74+46.35 866733 h8 1656080.26
0 \2 \ 1 ~ 76+67.65 866932 75 1656176.92 ,
\ ~ 1.12
\ ~ \ 110 BLOCK 3259 \ \ N ~ \ \ 113
\ \ ~ wco, \ a JONNIE & KAREN JONES i
\ \ ' ~ a ~ ROBERT E. 8 JOELLEN CROOKS \ \ ~ \ h PHYLLIS VILLANI 4,915.32 SO FT CONSTRUCTION EASEMENT i
~ \ 2 ~z \ c0 6,357.35 5Q FT CONSTRUCTION EASEMENT \ \ ~.a \ Q 13,777.95 SQ FT CONSTRUCTION EASEMENT 3,6.59.15 SQ F-1' PERMANENT EASEMENT
\ \ ~ \ ~ 6. S FT PERMANENT EASEMENT 4,307.60 SO Ff PERMANENT EASEMENT z \ \ 7,45 23 Q fl)
I z
\ \ \ ~
8B x\ ~Ih N A I SE -
\ \ \ ~ \ 4~ m > o o a W ~ m o
BOBBY KIGER \ ~ ~ N \ 2 CC 4 ' p Jp ~O
O ~ m a w
\ ~ Z ~
\ ~ w p o > U
MH STA \ 67+02.69 ` ` ~ n \S W ~ U d a Q 3 i
\ a MH STA ~ ° ~
\ ~ ` v O `iD \ /V \ N w d' ~ \ ~u~° \ \ } p ~ o N ~ p~ w I 74+46.35 ~ N . 566,s25.2a c~ W W rx ~
O o WETLAND WETLANDS + r~~\~ ~ N ~ E ~ 1,656,063.85 O 0~ 0 I
~ ~ \ r~, - ~ 18° SAN SEWER in \ F \ ~ pROp ~ t~, N ro I W~ Wp W
~xJ o W o~ o I
SEND \ Z / J(L7 cn cn> m
\ _ ~ ~~CON - 15,CANSjRUC \ \ ~+oo _ ~ STHUCTION EAS TROCT{ON ~ ~ \ ` ,o NF W O w w w 15' CONS _ p0 \ \ \ \ ~ U a[ ¢ Q
\ MEND N p6.35 \ \ TEMPORARY
~ _ f 73+0 i ~ ~-'C\ -q8, r N c0 136.75 _ ~ DIVERSION 1S ~
\ ~ 205.13' 7 ~ ~ @< - - _ ° 20 'PER ~+a, _ +oo r O6°-35'-37 W ~ \ 1
~ a^/f TA MANEN7 N06°-54' 72 N _ MH S _ ~ ~4SEME ~"E NDS SS3: o o aC~
~F 5 CONSTRUCT! _ 1411.38 ~y 8+89.08 ON EASEMENT 75~' _ ~ v W E T L A \ \ r ss, \ , is SC ~ N U w TSB , tc \ ~ `Sv., O B N Z 2

1 ~ ~ MH STA K _ ____s-- - ~6
~ _ Y MIL--~ .u~ ~ 71+69. aWER S TBM m - in o \ 2 , ~ j _
SPIKE IN 4" HICKI)RY ~ h vv 0 A ~ v d ~ ~ F fiEN U EL 509.87 r ~ ~ \ \\R~ ~ CE w W
sn
` 5117 " ~ ROCK 2S, \\TF N. (fs6,737.94 2 OON \ ~SF a d uUi
~,2,p f (NCE QO ~•kb (I YP) E= f,fi56,1i7.0i CHECK DAM ST ~ ~FN _
14 ~ pd1V ~ F9 p ~ ~ TAO N06°-OS'- „ ~ f+oo ~ m ~ ~Fq \ 57 ~ U U a ~ SF _ ~ -a U
o~ ',RqN ~ \ T \
SM~ ,S~dN ~
(~tiF \\~4
~ r m
~ ~ 1 W m ~ o '
fr, ~ ~ 9~ \ ~ ~ z Y i MH STA w 3 =
~ 5 LOWERY CREEK INTERCEPTOR . a o U 76+67.6
t0~ 0+00 tOWERY MILL CREEK INTERCEPTOR
~r', \ ~ ti a vo tttNlirrrr/
6A ,~~'t 'brl'~. 113 Q y~ P
r ~ ~ 111
I LARRY W & SANDRA MARSH ~ : ; d , r 0 tfi ~ ;
770 C~ ~ 4 ?•p ~ DOCK F. LOVETT • ~ -r pp qr N 41 r-~
~ SwF M 5,776.13 5Q FT CONSTRUCTION EASEMENT ;V ; W ~ , r7;
471.02 SO FT PERMANENT EASEMENT \ ;~•':~0 3 , y
DNS ~ Miss ~ ~ ~ ~ ipti ~ N PGA,.
<iyF r N 11111
I
N= 867,37f.57 ~ ~ ~ E= 1,658,651.68 Z _I
~ ~ a, ~ W Z ~ ~ ~ O
BLOCK 3259 o z a m W z
z Qa o ~p ~ U Q 4 a- . - - - w I-
I _ ~ = Q
- - - - - - a .....:...............as - - ~ o ~ - _ zz 0U3 i _ - _ - - - - _ pC _ I-
. . . . U - J - - _ y ~ _ - i - . .w
- ~ - - - - - - - _ - - - - - - . - : ~ - - ~ - - - - - - - - - atS - - - - - - - - . - - . . , a W . m U} - Z
- - . . . . . W - - _ - - - m IL - ~ - - - - - - _ - - - - - - - - - - - - N . Q _ Z - - - F- Y m }
_ - - ~ T..~ - . - ~Q - - - - - ~ w a _ - - - - F- _ ~ - fn ~ - : a ~ - U pC - o ~ - - a
_ . - - - Q . _ - ~ m r _ - ~ . m . - - . - - - W W . - - - . - - - Q
~ . ~ ~ m . - ....w - - - . - _ co ro J - - - Q I . -a W
. OQ - - - . . - - _ . ...CO ~ 0 - - . - II ~ - - - . _ - - Q 1- ~ - - - - - - - _ - - - - - - - ~ - - - ~ _ - - - - -Q w Z ~ w _ _ ~ ~ W ~ - - _ cn a
- - - - - - - _ - J - - - - - - ° Z - - - - p . _ a w ...................I- .a - - - - w - . . . - - - w ~ ~ _ - - (A N - f11. Y ~ ~ _ I- z - _ W
- - - . - W - I- - - - - - . . I ~ - - . 4 n ~ zmN - Z JZ - - . - - - ......f - _ - _ ~ ~ _ Q
- . - - ~ _ ~ w ct ~ o u~ , o - J~ . . . a~ - m - n _m w . . . . _ . 1
. . - - _ - o . . a :w - - - z-~:::::...__.----
_ W - - - ~ - - _ .m W _ _ w . . . . _ . F- X ~ _ ~ ~ 41iuHUnIrN1
815. - - . . Q - - - - - - W _ - - - - - - - - In - - • - e w a - - e
. - - W - . . _ - - - - 100 YR FL D H QN -
- - . . _ - - = F - - - -N - - . _ . - - - ----0 01....-.. . - - - - W - - - -
- . - - O - - r - . ~ ~ II . _ - I ~ ~ ~ - -
W Z J - 0. - - - f-- - - - - - - - - - - - - ~ - -RIPRA - . w
W - W - _ N - - - E- - ..2 X _ - . - - _ . . - . - ~ - - - - - o% Q
W ~ - - - - - - - - - - - -
- - 11, /~1/IIP~lflttl
F ao.oo LF .
- - - - @ o - - - - - _ _ - - _ _ - - - - .12 ,b - - - 18 DIP
. . - . _ _ . _ .
- - - - - .30 LF OF 18" 0.12 °o- - - - - - . . _ - G
p. - 277.14 F 0 OF 18 . . . ~ - -
::::805:.:..- - . - - . . . . _ - _ F 18 DIP @ 0. - - - 80.13 LF 0
OF 18 - ~ - . _ .12 % OEP @ 0 . - - . - 186.39 lF -
- w - - ° TEFL - .................N _ . - - - - - - OF 20 S w .........30.00 L
_ - _ . - - . . - - - - - - @ 0.12 - - - -
- . _ PA ~ N O CONCRETE ~ - - . _ o a~ . ~ o ~ ~ - : - 4NTISEEPAGE: . W N - _ - - - - 30.00
. . .n - - OLLAR - u . . _ _ - d::::::::::::::::::::::::::::::::::::::.::::.....- . - i8 ..OLLAR GO b1P @ 0,12 z
- O. DO N:: - O . - Z -z w _ - - -
. O - - - - _ w
- . . . - . ~ . Q _ - -
. - - - Z - - _ O ~ _ - - - .
Z Z - - -Z Z - _ _ - : - rc r~ct,~re
- .
. . ~ - WALKERTOWN WASTEWATER SYSTEM- PHASE 1 - _ - _ 360 N. Cox S ,
- - - - - - _ _ _ - - 27203 - - . - - - - OUTFACE PROJECT 7138 asrfe~ora, n+.c.
N -
- . - _ COUNTY UTILITY COMMISSIO Slnce 1838 WINSTDN SALEM/FORSYTH
ROLXNA NORTfI Cd . - WINSTON--SALE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONTRACT 1, SECTION 1 SHEET NO.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ::a w
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y CREEK INTERCEPTOR LOWER -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------72+00 773+00 - FROM: OLD GREENSBORO TORS - AND
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MARTIN MILL CREEK 1NTERCEP - T0: LQWERYMILL GREEK
4
. w +l--------Ww~--W.----", - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +00 j 75+00 761-00 74+00 )0
71+00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 70+00 69+00 68+00 67+00
FILENAME: Cl SH 11 LC8 LAST SAVED: 6112/01 8:32:13 AM

i
i
MH 5'TA NORTHING FASTING
BLOCK 3255 10+39.22 867991.18 1656298.44
13+47.33 868227, 08 1656496.65
15+75.41 868420.73 1656617.13
i 18+02.41 868607,54 1656746.10
I 18+95,01 868700,12 1656744,36
j u~
~ ~
0
1 ~ I
M. DAVID LEGRAND ~ I O Q W ~
r o ~ ~
5,915.75 SQ FT CONSTRUCTION EASEMENT Vj
3,707.46 SQ FT PERMANENT EASEMENT z ~ Z BLOCK 3254A w WOODS g
p~ z v~ ~ 0 I
N = 868,082.60 E =1,656,309.82 " U o Q ~
N
_ N = 8fi8163.52 PROP 1 S' SANITARY SEWER Q p~ j SILT FENCE - ~ az w
E =1,656,380.62 TEMP SED TRAP ~h 10k6k3 W/4 WEIR ~ / MH STA
I ~ ROCK (rrP1 ~ 9 ~ w0 w
Q~ N N - 868,241.02 N = 868,325.77 i / WOODS E -1,656,457.17 CHECK DAM q x / 1$+9501 N U ~
_ ~ ~ ~ E =1,656,517.05 ~ ~ _ ti o N = 866,411.32 N - 868,626.55 ~ 0 0 N= 868510.49 16.70 o N p / ~1gwo---_----------..________ ~ aW a E 1,656,7 ~ 2• N3 °-23-~2"E ~
/ a E .1 656 575.34 N40°-02c17,~,~i+pp _ ~ ~ .~L4WERYMILL CRE BLOCKL E =1 65fi 641.43 °,0 w w w w ~ ( 6 1 / fi {1 ~ `!J 124.12' ~ a ~ a
_ _ - w ~ _ !NE 91.7 - N wATF,~ ~ / ~ ,~a~OP / 9 _ - Q ALITPCI.ASSIFI(;.4TI0 : w - ° ~ .E ' n~ _ 1 f--__--__--- W
/ / ~ ~ - ° S 64 49 59 .r ~ ~ 2+op ~ _ S 65°-26-00 E
/ b 1 35 / '.Z 0656' 40.87' _ _ _ _ _ - ~ o, 60'// ~ U1 31.21 i / 0 p
~ ~ 0 / ~ - - - -
C/1 ,i ~ ° 14+00 0 ~ 15+00 16+ ' / I 105, N3i -53-i5 E ~ 5 NSTRUCTION EASE ENT ~V 34 37 12 E / / _ - / ~ wooas ~ d d a~ °-97'-12°E 17+00 -_____....r ~ O W
~ STA 387' 98.87' 0 20'PE NENTEASEMENT 10273' 26.48' y MH ' 18+00 $ 96.37 N z Z > I 9 1 BLOCK LINE ~ o - I
vl 10+39.22 _ - _ N F LOPE _ TOE 0 135:65' 22/~ / ~ N= 868,767.33 vv ~3 E=1,65fi,643.58 p 1111
~ D - '[s's 25'CON TRUCTION EASEMENT ~ z ~r
` U , TEMPORARY W w
o tN -`1m fi~ 1~ ~ DIVERSION j ~ I ~ iti ~ P cPxp RIPRAP O I- Q
r~ I ~ ~ -I -1 r, w v v ~ I`~ri STA N' 17 a Q U
MH 5TA ~ 15+75,41 13+47.33 W p ~ ~ STA 18+34.17 ~ w MH STA ~
WOODS ~ T m ~ + j L, E, POPE BOLDING G0. fNC. c7 m i ~ 18+02,41 ti ~ 0 0
rn o w ~ ~ r '7 V J ~ Q
m N o w
I I I I I 4 al
W w w w w N,.i N~ NOJ N v ~ ~ ~ ~ }
~ W ~ O .l O (D W w ~ ~ t0 ~ W ~ ~ ~ (J z z i~ m wz w~ m ~w z j m p
N~ ~ W 0) W fA N u i1t (A
,~cn mp y `~O mQ Z ~0 N 0 v~ ~ N m N - Q O ~ W WN a ~ U
y z uJ Q
~O ~~i~ r I ~0 ~ I ~O ~ i ~O 9 I z I 0 0 -0 0 'p ~ D -4 ~ D '0 Z ~ 'd Z 'Z 9 ~ - O I- I ~ z w I a O p~ Z a p J-
mN ~ mN z 'p ~N .a pN p pcn Z rZ ~ U w a Z tttgllllrrr+l r. N 4~.. 4, Z w j Z sit, ~rr++
45 ~ pia `c ° ~-+4 3y v v~ m v9 m vp I
i~~ z~~ zccim Zom zc,x PHILLIP A. SHELTON m~ z m~ 0 m~ z m~ N Z E N zw :D:
~i p ~ZI O zzi 0 m ~i 0= O Z a0 Z z U ~ pw ;~:v~ Q~
mx mz N mz ~ z m z vm p ~m ~m p ~m n2 O ~ ~ ;v, W~ nm ° ~c~ I I I ~~:u~ ~ ~ ~n; I ~ a a : w
~ vm ~ I s I N N I Nv mc9n mcyn mcn mcDn mcn cn v v ~ ~ .5 : o ~o,: m ~ cn ~ N "~tidd ~P, 't
~m ~m m~ m3
m~ zm zm zm zm biz -+z -+z az -+z z m ~ ~ r, ~ PGA,. ~ ~ p W (D ~ +J+ ~ 11?~ ~ ~ N ~ ++Iltllt
~ ~ ~ ~ ~ C
I'- } J Z j
d z WZ - ~ 1- ~ 0
BLOCK 3314 D zo m Wz
Z a ~d O ~ ~ - - - - Q U w Q -
- ,..J ~ 0 Q
- _ z z U3 f-. ~ - _ - ~ ~ o ~ ~ ~ 0 - - - - _ _ - > Q p_ LL W W

U - - ~ w Q 0 - - - = z tL Y - _ _ ~ ~ Q 1-
- - _ _ - - a - = - - ---U -_~y ~ a - J ~
w _ - 1- - y' W ~ --W - _ - --._._..a ~ W W
a _ _ _ - _ ~ w r - - M ~ o ao . - - F- - M - - - > iL _ LC J ~ I-w - W
- _ r U h Q (D _ - _ - - W ~ _ M ~ W - to - Q M a . ~ w } - ~ W .N Q N ~ _ _ - - _ (A G~ Q.
~ _ - - ~ w - - -=m w _ _ - - _ o a ~ g o ~ - _,___..._w- . r
Q - _ Z ~ ~ -m w _ - _ -O_ W W - - - Q II - W__..........._.__ U ~Z _ r m W ~ r
~ ..._..-_._.___.._........._Q - - _ - _ ~ ~ z a. Z ~ - _ - - _ - w - ~ ^ - ~ Z...1 __-[Q ~ u ~ Rte//~/ - -_V LSO e
_ . •-cv ~ _ - _ w - _ - - to W W U1 W W - - m W 100 R FL OD H~IGHT~-- ~ Q wo u - z~.._ -
oa N - - - - 2 - ~ wm-_.----~---- - - luNl ~ - W ~ttlw rq++
_ . .COW - - - - - - - _ 0 ll . - - _
W Z _ _ J - - _
_ - 0_ w - _ - _ _ _ _ . _z -
- _ _ Y r„i5 i f.~. V / r"~
Y M • = • r
_ - ~u ~ 4 .
- - - ++++Nt1~ItN~t
1 _ _ - - - _ - - - - - _ - T_ . - V O
8 4 - - - - ~ 11 C
- _ - 227 o is DI @ a.zi _ _ _ e - - 2.60 /0_ ~...'v.. . - _ --227.00 L OF 16" DIP @ 0.20 °l° -
_ . _ - 228.08 LF OF 16"DIP @ 0.20 °
308.11 LF OF 16"DIP @ 0.20 °10 _
- _ -w _ . _._m . _ - _ .
._..w___ - ~.~,._..--u-
- ~ _ r T - - - _ _ - - - r` w = NO IP JOINT _...._...Q.- - - ~ r WITHIN CREEK _ - ° - - -
_ _ o - _ - - O- - _ u ~ BANKS .............li _ W .
_ ~ = n ~ . I~ _._....._.W_.-..._-._--___--....__ - _ nglneerrng - _.o _ _ - -
- ~ _ ..°Q - - ~ II o - - II - _ -__......dp 47 - - - O -Z _ ....M
~O _ - II Q - . M._ _ II - - _ . . . a n n
Z ~ - - - - - - - - - - _ Z Z
800 - - - - - _ - - - - - - - - - - - - _ _ Architecture - - -
- WA.~KERTDWN WASTEWATER SYSTEM-PHASE .I _ _ 35a N. Gox St, Sis3.78
OUTFACE ~RUJECT 713Sb Aste~fwro N c. ar~a~
WINSTON-SALEM/FORSYTH COUNTY UTILITY COMMISSION Sinca 1938
- - - - - - - - WINSTON-SALEM NORTH CdROLWA -
SHEE7 N0.
-
L0WERYMILL CREEK INTER CEP TOR
13
FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS - - - TO: FRIENDLY ROAD OUTFALL
Pw, - ~-:=ffl
14+00 15+00 16+00 10+00 11+00 12+00 13+00 18+00 19+00 OF SHEETS 17+00
FILENAME: Cl SH 13 LM02 i
LAST SAVED: 6!6!01 123:49 PM f

EIP
f ~ i ~ MH STA NORTHING FASTING BLOCK 3253
3 54 BLDCK 3254 BLDCK 2 A / i 28t 17.97 869455.17 1657272.42 I
I1 31 +76.85 $69643.88 16575 7 68
/ 1 • 7. A N
NORMAN RANDOLPH & SABRINA R. NEWSOME / .p _ 34+85.34 869915.68 1657723.60 fQ Q
IS 12 ~ 3,033.62 SQ FT CONSTRUCTION EASEMENT / ~ 1 DIA - ~ 36+61.73 870084.44 1657774. $9
~ I G. WILLIAMS ~ 1709.12 SO Ff PERMANENT EASEMENT / L. E. POPE ~ CARL A. & LAUR E ~ m 39+57.83 870377.46 1657732.29
BUILDING CO. n ~ N = 870,276.74 E =1,657,630.50 . ~j
N ~ / /
ti 1•\~j ~ a 1p1J s, EIP WOODS /
PAS / / ~ ~ ~ ~ qP / /
~ ~~R / / ~ 4D+00
._,~~i WOODS j ep (J(? 1 / DIY / /y~~ (f? / ~ / / G/~
nn~ ~ / ~IJ / ~ff~`[`I O IV ,13, \ \ Y w o / / z
l ~ p"r \ ~ \ ° 1~' N N / / / cn o / ~ ~ O I
2 \ ~ / ° o°_ / / / / / ~ (n
m / / / MH STA r r j6 / / ~gX / / ~ O O C7 1 / / / / 39+57.$3 W m u~
1 ~ \ \ \ ~ 0~ \ \ T ~ ~ pp ~ ~ ~
~ , ~ \ / ~ti / / .Y~ I / JpJO~O / / °,'16 ' / / ~ d z
~ \ \ \ ~ °p a.00 , MH STA \ \ \ \ " ~ / 501 6g
\ \ \ \ ti / o0 3~• d wooDS 28+17.97 \ \ ~ ~ IIC / / <J 12 / z z ~ / / / / 0 d ~ i / / / U d I
\ \ \ \ ~ / / / / WETLANDS 0 z U
\ ~ ROBERT W. & JANiCE HEDGECOCK, JR. \ \ ,y \ \ i 2 / / O y I
\ \ rs~ \ \ \ ~ 4,586.76 S NSTRUCTiON EASEMENT / h 01-- > ~o R, / /op / ~ Z ~ Z w
\ \ r~3 \ / ~,I~i 2,394.73 SQ FT PERMANENT EASEMENT \ \\2~ F \ \ / s / / x ~w ww ~ w~- TEMPORARY CONST l~GTION / ~ / d ~ 0 ~ O
ENTRANCE (TYP.j/ / v w O w d w
\ \ _ ~ i ` \ \ \ N 869,65228 / / / / / / w z~ z~ z / / / d~ 0~ d
\ \ \ E=1,657.491,43 / ~I ~ \ \ \ , / / / / a~ aW a N= 870,095.48 / 23 w w w w w w
r \ ,,21 0 E ~ 1,657,729.42 / / ° q6 j / w
~ \ \ \ \ / 1a.3Z ' a / 9 ~ / aC¢ ~ ~ / / ~0 ~6g' / /
1 69' o° ti \ \ '6~\\ ~x ,ti 3 \ \ es s9 \ qP U ~ / / ~ ~ N C7 I
b \ \ \srs, cc 9 0.00 \ Stu / i r P, ~ f P ~ / /
2 ~ ~ \ yon 101 I f.i~ M ~ pa • Y.a3. / / ' O ~ cfl N_
~ . ~ \ \ \ y \ w o o D s PROP 15" SANITARY SEWER . o~IV~II ~ ~ / / / N pa SOU. ~ SlLT FENCE ~ Z =w
~o ti \ a, \ o ~ >~N 1 L) fn ~ ' a , a v / / TYP N/ d
o \ \ - / - ---------f wN~ BLDG b~ n~ tn-~ cr ~ BLDG I,~,,~ a,b ?4?a , , • / / v~r I
x.13 ~ \ \ , ~ ro N~1 I o.o° ~ 5 E \ MH STA ya - ~o>=s o • ~ ~ 3Cr+~ 9 / Z Jr / m r r
/ 1 9 6'3 \ 2'~~ 25'CONSTRUCTION EASEMENT lOpfi , ~o 05? ao,1 1\ \ \ 31+76.85 Pi r - ~ L , 4-~" MH STA ~ ~ 1~~" N1 ~ WOODS ~ N w ui
3 ~ r O N ~ C! h Q
n \ , ~ 33+00 ~ , 34+0(1 0 r' WOODS Q \ 8 8 -13-44 E ~ N28 -13 44 F ~
/ Q M ~ \ \ \ 78.96' < ~ 20 ' PERMANENT EASEMENT 229.53' y .r .r m ~ d L] cQ f ~Q
m TB ~
/ ~ N = 869,485.45 M ~ i` ~ - - - - - - - - - - - - - - - 'StprLSIRlJ~710N.F.A`~iEMtPIL - - - - - - - ° ~ E =1 657494.35 " N .869,283.47 / ~.13j ~ ~ a ~ il E ~ MH STA SPIKE INS"GUMUi U ROCK ~ ~
E =1,657,415.50 ~ ~ X21 CHECK DAM EL 825.78 ~
01 g ~ 34+85.34 i~ g 01 1-
/ LDW~ o:
EIP RY g SILL IOIF WOODS ~ } 101E 3 m ~ ~ m
w~~ CI~'EK / N+ 869,385.58 N = 869,582.79 L'~'~1Li~r , 0 LBA FULTON JR. ~ W, R.1DOL HEIRS ~ Z ~ ~ HARRY DONALD & ME O w ~ ~
E -1,657,496,10 RICHARD H. BECKER E =1 657 611 52 lpfy WSlU TODD A. YARBROUGH a n
t 215.80 SQ FT CONSTRUCTION EASEMENT ~ - - 10,202.44 SO FT CONSTRUCTION EASEMENT - 5,275,43 SQ FT CONSTRUCTION EASEMENT x a ~ U :NT I r_ _
/ 1,187.47 SQ FT PERMANENT EASEMENT ,879.80 SO FT PERMANENT EASEMENT r 3,610.39 SOFT PERMANENT EASEMENT Z r1-- rn `III11111lt~~
\ ~ ~a ~ y~.. 0
W Z _ _ - ~ p: ~ ;
v - _ o 2-60 CMP _
U I \ o ~ r
M y
t 2D sd . ~''',,ff i~~ r~
111 U 7 tlllllll
1 I I"' } J ZJ
a a WZ BLOCK 3253 ~ ~o
t BLDCK 3255A BLOCK 3255 ~ z~ m W ~
Z a~ 0 ~Z a ~ W Q 0
. J ~ ~ ~ W F- _ .
- - ~ ~ p ~ = g _ z
- _ Z I- _ w ~ ~ ~ _ _a - - w ~ W W ~ ~
- - - _ } o _ a o W
~ ~ _ ~ w ~ 0 LL z W _ N Q - - ~ ~ S >Z
- - - - - T m r J Q .-.I ~
_ w.....__ - Q W ~ a _ ~ - _ - rn W ro w ~ W Q U W -
_ _ .r... _ -
0 LL" Q - - ~ - - - - Q w z J'~ ~ Q ~ N - - - W w i•- ~ ~ W
. - r. - - _ _ - - _ . - _ _ ~ } N _ _ _ - w_.
- W - - - ua o _ - _ _ - Z Q _ -f~ _ J Z . m ~ '
~ qQ II ~ _ J _ _ . _ _ _ II^^ W -
r cv w - - _ _ - _ D N - - - - w cn ~ ~ II - - - _
_..Y r ~ _ _ . _ W _ _ _ _M...._
- - - - Q p D. W Z _ _ - ~ _ - _ J - ~ W W F- - _.._,.....T, p...,. _ _ ~ Z m N . r._... _ A W w w _ _ - i _ . _sq ~
dS - - _ - - h ~ _ - .-W ri....._ - - j ~ l- ~ . eti ~i •
_ - .__.._„_.._.__.___.._~t..~QN~_ _ W
_ 00 R FLOOD E1 - aZ J
- ---c~ - - - w _ w ~ i W ~ ~ ~ w ,ems w
_ - W _ _ - - - _ W ~ ~ ~ a ~ _ d
~ 2m - - _ - ..u...T - _ _.v._. - - -
Q t
. N -m ~ II - _ -
Z -1- - - - - _ . W W _ - _ . - _ I
a w ¢ - s2o- _ _ . _
__m-_--___W._-. „
. - 96.10LFOF15 @0. o_--- - - - ___Z ~ - - „ o _
_ _ _ - _ _ - 148.49 OF 15" @ 0.20 -1 6.3! 0 15 @ 0.2o io _ -1 X6.39 LF ~ - _ - co
0.00 LF OF 16 ° ~ _ _ . _ 60.00 LF OF 16 QIP @ 0.20 - DiP @ 0.33 % ~ - _ - - - _ - rn
- 75.88 lF OF 15° @ 0.33 ~ _ . _ - NCRETE ~ _ - N71-SEEPAG _ - - _ . II .90 _ - -
w - - - - _ _ P - _ Engineering
- - - r - - _ r - - - - - r
- - ..r_ ~_T- - j
- - F - - _ Planning
~ ~ ~ ..,_.r - _ _ _ _ - - - - _ _ r - _ - - - _ _ II - _ - T ..z _ _--o-_ -
_ ~ - - - _ - - Z _ > _ -8~ _ . - - ~ --39
810 _ r _ II +b - - - - - - - _ - Architecture - I _ ~ . WALKERTOWN WASTEWATER SYSTE.I~f - PHA E 1
II _ ~ _ - Z Z - - - - - = = 350 N. Coat St, Sio. 28
O Z . - - - - - _ OUTFACE PROJECT 71386 ,as,~,p N c ~zza~
_ __.._.Z . _ --...CL C BEDDIN - -
- - - - WINSTONSALEMIFORSYTHCOUNTYUTILITYCOMMISSION Sinoe9ese - -
- WINSTON-SALEM NORTH CAROLINA
CONTRACT 1, S,CTION I SHEET NO.
- -
L0WERYMILL CREEK INTERCEPTOR
- -
- - - - - - - - - - FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS TO: FRIENDLY ROAD OUTFALL
OF 45 SHEETS
30+00 31+00 32+00 33+00 34+00 35+00 28+00 29+00 37+00 3a+00 36+00
FILENAME: Cl SH 15 LM04
LAST SAVED: 6111101 3:00:32 PM v

~ = s7o,~7sa4 13L~~~~ 3~,~~ ~
~ E = i,s57,aa.5o `x._110 ~ Q B(~C~L/ -,_K~pO~, ~ U ~xN~
BLDG: 3255A o BLDCK 3~ 53 ~sMr EIP s o ~
ti o wooDS ~.SION ~ ~ ~ ~I = 871,338.73 / ~ MIi 5 I A ~ rNE 0 ~ E =1,657,466.67
A ~ ~ F 49+$2.62 ~ p
WOODS k~, ~~~N ~
~ ~
~
~ \ 1 ~ \ o
~ \ 20'p n~ ~
\ p~~~.~ ~ll / ? / / I^.~ ~ _J `ter. ~lU . ` r Q?a ~
iii ~ 4 I 11{08°•lfl'-23"W~~, \ \ r,,, \ \ 3 48+27 iii ~ `4 ~ ~"S ~ ' I' qq7° ~:1 J' ~r `1 ~~I r~'J~l AC 48+27,55 / ~ L 07' ~ / o ~O~V 1 ` _ ` _ \ 2 C1
"r,`'~ - 127,50 f J q55' f / ~ RUcTiO ~ ~~as I o
~j - ~ ~ _ \ \ W. R. IDOL HEIRS \ \
\ \ FT NSTRUCTION EASEMENT 1 \ \ ~i\ \ 22,140.25SQ CO ~ o `m ~ ~
j MH STA \ \ \ \ 15 095.31 SQ FC PERMANENT EASEMENT Jf 1kq WOODS o ~ f
~ \ \ . 101E M 3915'1.83 \ \ f f~ /~~J-I \ \ ti r D O
WETLANDS \ \ HARRY DONALD & \ \ \ \ J J / ~ ) W a, ~ ~ ~ f ~ ~ ~ N ~ ~
ON JR. ~ \ \ f~\ \ ,5 MELBA FULT \ \ \ s J f ~ry ~ JO ~O h 0 F
WOODS \ 'rr\ \ J WOODS / ~ ~ ~ .f 2 . W S ~ z ~
\ \ ~ `'a\ \ \\8j A*~\ \ ~ - o ~
\\'~'S. F\ \ \ \ ' r f ~ ~o ° E ~ I , FENCE GATE ~ ~ f / n ~
~ \ \ qt \ \ \ xp~\ \ TEMPORAR J J RIPRAP ~r cn~„i-
\ \ \ \ pIVERSK?N y0 J / P ~ W r0' J ~ 1 n, ~ ~
u \ \ \ (T1fP) \ \ J sTJ o a~ o q 4}~ ~
~ ~J ~ ~ ~ 1 ~ ~ ~ Wo W ~
ti's; \ \ \ ` ol~. \ \ \ \ °S1'' l '1 J HELEN B. GORDON ~ • ~ U ~ 9S ~ ~ 4t ~ i ~ ~
N~ \ \ \ SILT FENCE ~ f f ~ =r0' TEMP SED TRAP U O5 0 10k6k3' W14' WEIR 17807.70 SQ FT CONSTRUCTION EASEMENT Qz a ~ fur cn
~ \ \ \ ~P~ \ \ \ ~ f~ ~ ~ (TYP) 13,347.29 SQ FT PERMANENT EASEMENT ~ u ~ ~ ~ ' i J ~ ~ ur
\ \ \ ~ \ \ ~ J
\ \ x 2Sr ~ . ~ \ \ ~~V \ l ~ f , ll
\ \ M ~ N /s SG ~ I~
\ \ ~ ~ o I ro ( ~ o ~ ry ~ o o ~r
\ ~ w \ \ ~ ~ ~ ~ J I p N ' C) ~ N Z
~ \ ~ l ~ \ ~ \ ~ V I 3 f f ~
~ \ \ / /J / fl ~ © II II
\ \ a / f f Z
~ ~ MH STA \ \ ~ ~ ~ f f MH STA NORTN111iG EAST1fVG ~
42+45.18 ` \ \ \ PROP 15" SANITARY SEWER r r ~ ~ \ r MH S A \ \ 1 ~ a l/ / W ui 39157.83 870377.46 1657732.29 p ~ Q
\ \ / / } / ~ ~ ~ ~ ~ f 42+45.08 870631.77 1657865.84 a o u, ~
\ \ \ rr rr r ~ l J 43180.74 870714.31 1657973.51
\ ~ ~ r 14.G r c~ cr, U ~
\ \ \ \ \ r r r l i' ,1 \ 2 / ~~lr' ~ r a y~f / ~ r 45199.32 870898.07 1657855. i4 ~ ~
\ \ r NFL' r ~.A7 I r r i 48127.55 870932.03 1657629.45
\ w ~ r~ G~~O r o fJ3 435 r~ r 49182.62 871069.03 1657556.82
\ - ~ 25 r ~ r r ~ \ r r 5~ r~ ca v i~ ~ ~ i m m
\ r ~ r w T~ \ EN r K TBM u~ ~ Y
r~ E ~ ~ sF \ \ r ~ ~ ~CR , , it o ~ P~ ~ rr S ~ EL SPIKE IN 12" MAPLE tLl ? Z EL 829.79 ~ 0 ~ U
\ 0 r v' 1~' • w ~ r Y Tr o, ~R ~~~A
WETLANDS ~ r ~ it \ ~L ~S
rr r~ ~ ,l~C \ ~ ~ rJ~ ~r~si~+u~;,° j
\ \ r ~ ~ ~?ER Q N = 870 927,79 yyA N = 870,927.79 rr
E =1,657,942.22 aau rrA E =1657,942.22 ~ b., 0
mnS~n ~ :a6~ Qoo ae ~A
43+80.74 ~ lY ~ VJ ~
0: 0 pfd
. d
'°,N P J
~ t- y: -1 Z J
a ICI ~ z ~ 0 ~
1 BLOCK 3253 O zo m W
Z © 07z _ e( a - - - - _ ~ u1 Q
- J D WI-' _
_ - zZ p . _ - OC
u - _ ~ - - - ~ w o p - _ _ . _ - - _ ~ a. a_ ~ ~ o ~
- - W Z I
- - - - ~ w ~ ~ u_ - . - - - - - o ~ - _ - - rn T Q ~ Z
- _ ~ d - W - - _ ,
M - ~ -ro OC
_ . _ - NW . _ - - - -
- - U - - - _ _ . w _ _ _ w ~ ~ W ~ ~ ~ ~ W - - - Q Q I _ - - - ~ - - - _ _ _ tZ
_ . -
_ _ _ . - - T .f- ~ ~ Z - - rn ~ r7 ~ - _ - Z Q J Z X - W . - d. W q
_ I- _ o - , w _ . _ - _ - - - w _ . W oC - - a ~ n - - - ~ ~ ~Q..- _ _ _ . - ZJ - - _ - _
- _ _ ~ w °o _ _ - _ _ _ _ - _ _.d..~ w - - - - - - Q ~ - _ - ao . GO p II T.. _ _ - m 2 to _ - _ ~ p QOp. - _ (A W W - ~ o _ _ _ _ _ _ _ _ _ . - . i- - - _
~ ~ Q _ - w cn o - - . 835. - - - - - - - _ _ _ rJ m _ ur` p ¢ . - - - . ~ . cDW .p . ~ _ _ _ _ - _ W c0 ~~onnu°~/°
~W~W ~ =mp_. . taco Q wp tl c7 ~ II d - _ - --N Q m ~ W ~ - - - - - - - ~ _ _ i
~ 11. w W - Z ~ - - _ ~ ~ II - - Q ~ - EIGFt - I- W - - _ - _ "~o r _ . _ _ 1 -
} uj w W I-- _ ~ - - - -Q _ _ _ -1- Z - - _ Z---._..___ _ . f- Z-'--- ~ ww - 100YRFLO ~X- _ - - - - - - ~a4
. x-w - ~ ww .w.---_. - _ ~wc~>._-._. _ = g _ ~ ii RIPRA
- w ac _ ~ - - _ - ~ ~ i - . ~fyd _ - ir o~4 i ~
Ord, ; - - _ . - - - _ - 0 `
- -
- - - _ an,~u
- _ - . _ - 50.07 LF OF 16"
. . _ _ _ - 75.00 ~ 6.. _ e
- _ _ - _ QIP @ 0.21 % _ ---90,00 LF OF 16" QIP @ 0.20 % QIP @ 0.21 ° _
- _ -1oa.2s LF o -108.23 LF 0 16 QIP @ 0.20 _ ~ _ _
- o -
2i8.5a LF bF 16 DIP - _ - .,W;::.~.-135.66 LF OF 15 @ 0.2 _ - - - - - - - m -
. N N _ ~ _ - 30.00 LF OF 16" STEEL--- • -c~- - - -N ~ _ ,
_ -287.25 LF 0 i5 @ 0.6 _ _ _ _ r - N CO- N ° N r~ 30.00 LF OF i6" STEEL - ~ N - _ . -
_ _ - - W r - - _.-PIPE @ 0.20 as a __PIPE @ 0.21 °1° - - II w _ _ . ~ - ~ - I.
O - - - - _ - Engineering _ _ - z
_ ~ h II _ _ _n _ O N - - _ - - - N - - - Y_
_ . ~ _ COO O _ 41 . - - _ GONCRETE as - - p m - _ - _ z z- - - - - - - - Piannin
- _ _ _ _.ANTI-5EEPAG w_. - U ~ _ ..1- u - - - _ - - 9
. m - _ - --COLLAR ~ u z - - - --50 0 - • 8
~ rn _ - P 815 - _ . _._..oD _I• _ _ _.Z_._-.__.__,_ - - - - - - - - - _ - - - - - - rG I~G~I1rB
'r _ - _ z Z~ ~ - I • ~ - - - . - - - - WALKERTOWN WASTEWATER SYSTEM -PHA ....w 850 N Cpx St, Sbe: 26
_ ~ - - - OUTFACE PROJECT 71386 ~n~m N~ ~r~aa - -
_ - - - - - -
_ - _ - CL C BEDDIN . WINSTON-SALEMIFOILSY7'H COUNTY UT ILITY COMMISSION srn~ ~sas - _ - - WINSTON--SALEM NORTHCAROLINA

CONTRACT 1, SECTION 1 - - SHEET NO.
L0WERYMILL CREEK INTER CEP TOR
1 6 -
- - - - - FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS
TO: FRIENDLY ROAD OUTFALL
OF SHEETS
44+00 45+00 39+00 46+00 42+00 43+00 40+00 41+00 48+00 49+00 47+00 )0
FILENAME: Cl SN 16 LMOS LAST SAVED: 6111101 8:82:29 AM

i
LO K 3254 B C
BLOCK 3254 MH STA NORTHING FASTING
STONE FENCE CORNER 49+82.62 871069.03 1657556.82 I
53+32.62 871418.76 1657570.72 i
~ 56+93.16 871778.77 1657590.30
60193.16 872112.09 1657369.17
~
e
~o~K L/NF
X2C
~ ~ JAMES S. ERNESTINEMARTIN
i
BCO~K C/ N E i 07
~ Z
120 0
i - ~ THOMAS E. LAWSON JR. ~
o o ~
~ EIP ~ ~ ~ Ill ~ ~ z ~ r o i
~ MH STA ~ ~ ~ ~ TOWER N = 871,338.73 ~ 49+82.62 ~ ~ _ ~o
~ ` . E -1,657,466.67 w ~ Z cn ~ ~ W ~ o Q ~
~ ~ ~ ~ ' U 0
w rn z ~
iia 7°55 5 '.1 ~ ~ , ~ TEMP ~ ` p O ~ ~N w
~ j ` ~ DIVERSION % o WOODS OM w WZ ~ ~
` ` ` Sl+Qp Gj a p N
Pq 0 W
i LO ` 7"F ~ y ~ ~ ` ~ ~ 269 \r IU -wFp T ~ No D uWi o ~ ~SM! N ~ &72,027.84 r 20: z z
r ~ ~ ~ •BJ~~ 1 ~ ~ ` ~ ` ` 0 ~flN [rry E =1,657,367.21 •~+q ~ a w a
~?I wooDS a o• l~ 1 2 ~
C ~ r ~ 20.p [
o ~ o \ ~ N p2, SILT FENCE
EK ~,L CR.E ~ ~
~ ~ 80 rs- *0p ~ ~ ` o . ~ TEMPSEDTRAP ERY M ~ ~ ~ ~ m I~ I.OW .III ~ y ~ ~ a - i ~ i ~ ~ a o ez ~
10'x6X,i who WEIR ~ ~ ` ~ IearroN: w Y CLASSIF T ~ ~ ~ N~ ~ ^ ~ N q ~ TER QUALrT LIEN ~ . ~ ~ ~ ~ °D Z = W
~ A ~ N W AsE. ~ ~ ~1~~ t,., ~ _ >
~ s1a~ ~ ~ 3°~3 ~ ~ ~ q ~r MH STA a li n
~Typ~ FENCE GATE o . ~ MH STA ~ ~ ~ r~ ~ 53+32.62 ~ ~ 3 A~ rro ~GO~ ~/5g~°° ~ T ~~O ° _ z ~r
~ ~ ?Np0 ~ ~ ME ~ ~ ~ ~ 60+93.1 fi LB _ ~ ~ W ~.FA ~ SSE ~ ~ fit+73.91 LA U , RNs ~ ~ N~ ~ ~ W
ss Mrssro ~E ~ • T ~ ~ W ~ iJ u l ~ NLiN ~ ~ i a ~ ERA ~ EME i ~ 0 f-
f ~ 20 P ~ ~ Ep`S ~ ~ oC ¢ v a ~ N
cat E ~ „i ~ o i GTI~ ~ Q. O c4 ~ ~ ao STgU ~
~ ~ ~ ~ ~ ~ GDN ~ ~ TOWER ~ ~ m

i ~~1 ~ ~i ` i
1 /
PROP 15 SANITARY SEWER
1 ~ ~ t0 i ~ }W m
` ~ . ~ `.L
~ ~ TOWER W S' ~ ~ ~ Q U
4H SG ` 4
HELEN B. CORDON TUCKER B. & DAN T, WESTMORELAND ~ ~ ~ ~ \ ~s~~«~ti~fp~r~
28,585.91 SQ FT CONSTRUCTION EASEMENT
r 17,963.42 SD FT PERMANENT EASEMENT 0 ` MH STA wooDS '
56+93.16 • v,• d ' o • P
TBM °Q;: ~ J~
SPIK I 0 GU . N ~ r, EL 842.86 :~3'sw ~ ~ ~e
:S '~0 0 ;Y ''.6 qe~`~
~
~ Z ~
n. Q w z
BLOCK 3253 t ~ ~ 0 O zo m W
~ dQ ~ ~z _ - _ _ Q a v w 4 _ I
- J ~ F ~ W I-
_ ~ Da a > w - _ _ ~ o g _ _ - z z O u1
- F-
W - ~ o ~ W W ~ aQOp _ - - - - ~ - ~ ~Q ~z
- ~ ~ ~ r - - Y ~ z ¢ Z
~ D ~ - - - - - W U Q Q ~
_ D 11 - - . - - - - -a Q ('3 W ~ ' ___..-a . z~ _ _ _ _ _ . _ ~ ~ w Q U w
x~ - - - - - - - - - _ 3 Q a ~ a ~ W ~ = m ~ ~ a~ w ~ _ _ ~ o ~ + Y ~ ~ _ _ _ m
_ - - J .m~°° wU - - - - - _ _ -Q ~ ~ -W a IE Z J Z - - ~ -
_..F- W W - J ~ CL Q - ~ 840
4 8 0 - - - _ _ - r - i
_ - W - - - - _ ~o ~ O _ - w w w a:
- _ - Qr- _ - - - _ . _ ~
_ - _ W - _ _ - ~ m v - - - - 9~ i~ - - - _ ,o b
- a 3Q~ _ ~ W II _ _ _ - Z . a0 mN - Q ~J
+ M _ d ~ ~ ~ W W - - - Y ~ ~ ~j P ~ D ~ F!~ tv
~ O II _ _ - - - _ X ~ - _ ~ d Z W - ~ _a, W ~ i ~ iy+ a
W . _ UJ - E- - p
- - - - - - . yid ~'y `r
- ~eoigR~1N~1
- - RIPRA _ . . _ =220.00 LF OF 16" DIP @ 0.20 _ - ~
180.00 LF OF 15" 0.20 °k-- - - - - - - --s3o-_...

- _ -140.5 _ 4LF
• m
_ ~ v_-_ m - ----__._wN
- _ - - - - - - pIP @ 1' pF GO - - _ - N-... - N ~ - - ll
~0, _ _ _ -.-OD N _ - I- -
_ 40.00 LF ~ 6" STEEL ~ IP @ 0.20 /o - ~ tl - _ - o_
- - - o PIPE C 0.20 /0 120.00 LF 0 16 _ - 190.00 LF OF16 DIP @ 0.20 k - - - - - - Z _ q ~ _ . _ .
> > _ n Inee n Z_ _ - - .
- _ i
cL - - Planning L C BEDDIN _ EDDIN - STONE ENCASEME - - - _ _ -
~ - - - - _ _ _ . m _ _ _ N uy _ _ .
- 00 (h p . t0 - - - _ - - - - - O-
- - aN0 cv - - - - - II - - - II ~ - - - - - - - - - - APCf1lf;8C~{IfL'
- - WALKERTOWN WASTEWATER SYSTEM-PHASE 1 - - _ 350 N. GaxSt, SY~ 8
- _ __.....v.----._...._._.__ - _ . Z Z Z _ - _ OUTFACE PROJECT 7138b ashabom, N c, zr2a3
- _ Z Z _ - - - _
. ~ WINSTON--SALE FOR.SYTH COUNTY UTILITY COMMISSION Since 1936
_ _ WINSTON-SAI,t;M NORTH CAROLINA
- - - CONTRACT], SECTION 1 SHEET NO.
_ L0WERYMILL CREEK INTERCEPTOR
- - - - - - - - - - - - - - - - - - - - - - - - - -
17
FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS
TO; FRIENDLY ROAD OUTFALL
OF 45 SHEETS
1+00 52+00 53+00 54+00 55+00 56+00 50+00 5 )0 57+00 58+00 59+00
FILENAME; Cl SH 17 LM06
LAST SAVED: 6!8!01 4:17:86 PM

_ BLOCK 3252B BLOCK 3252
MH STA NORTHING FASTING
0 94+81,T9 875199.28 1657863.19 W 97+97.36 875512.23 1657822.61
U a Z+
~ 101+94,71 LB
4 110 t(V PO U 101+85.69 LA 875908.64 1657849.90 0
w WER TRq 105+85.69 87&292.84 1657738.59
j NSMISSiON L.( NE 0
z
o
I - O 4 O ll.l ~ 07 ~
LL o D N N p
Q o p F 0 Z
ROCK CHECK DAM F W
~P) EX 50' P i NATURA EX 50' PIEDMONT O W Z ~ ~ NATURAL GAS co , v o
SILT FENCE EASE EASEMENT I j ~ z o
(fYP) I I I I ~ ~ w I I a o~ ~
61~CKLINE " - BLOCKLINE I I az w i
W - - _ _ I ~ ww a I I 0 0~ o
' LD - I , WERYMIGL CREE ~ I~ ~ I w~ w0 w
~ WATE K I R QUALITYCLASSIfICATION,~ I ~z ~U w I I I zw z3 z
° ro WS -111 I a FENCE w o 0 o s I I I M b~ aW a I I r w~ ~
~ ~ GATE _ ~V _ _ ~ - - r" - ~ w O w w w PROP 17 SANITARY SEWER No~~35-mow fti an as a
I I nras°-it-z~E w _-r _ l
N~ - - - - - 96+DO 97+00 ~ 1 , ` 1 ~ S9,p54E 95+00 7°-23'-13"W I NO I I I 100.34' r ° N C9 q _ _ r l0 r-
*0p ~ I c 315.57' 99'-~ - . Z r I I - _ _ I ~ I~ r _
_r-_.r_.____.r._..._ I „ 1 1 ~~r r r-war a.-- r r ~ r. I N I ~ ~ WETLANDS ' ~ m r
U 16 ~ 00-Epp ~ 5 I I J W ~ - °-09''2'` W ~ r N z ~ W I I _ 1s _ - MH STA w >
z - 381.33' ^ 1 - - - .ti 1 J ~J I o FENCE ter-- N ~ -r- ~ ? ~ ~ J GATE . - r- -'ion+oo f ~ ~ 105+85,69 ~ ~
i I ~ J ~ r ~
wooDS r MHSTA _ PFy 7+97 36 - - - ~~Nr I I ~f- rr--~ WETLANDS Z ~-Y
MH STA 9 ~ ~ , _ E4s~y I ti0 r,~-~ J*p ~ W W
W 94+81.79 a ` - , 2s - ~ _ I
v n 1 T/~NEgSE I ~v I 7"~-~{~~ a a U a o ~
12D 0 ~ _ I o I c? - o i rs02, I I m
1 -
ml~ I THOMAS J.& ~ I 1 I - JACK HAROLD DUGGINS, SR. ~ U 3 I I
TAMMY F, SHEPHARD FRANK G, & VIRGINIA R, SHUMATE I I
~ 21,272.76 SQ FT CONSTRUCTION EASEMENT x I I I MH STA I I I ~ 101+94.71 LB
~ 14,172.52 SQ FT PERMANENT FASFJNENT 10" 800 PSI GAS LINE I y ~ PIEDMONT NATURAL I 101+85.69 LA }
Q ~ GAS CO Q y; r m ~ ~ m m n
° * I o I r I o of o z Y
s I I ~ W ~ 2 I ~ O O U
I I i 1'
I I I N = 875,893.92 I E =1,657,950.41
I I~ {{41111If
I I I kk `y~ I L7COlrKUN \
EIP I
- - `BLOCKLlNE _ I
i! N = 875,184.75 - - - I E =1,658,040.91 EIP I u!
I
I I id ' k,
W I I P?Gkk' - ffrr
I ~ ~ I I tU ~ rf{1{1{ ~ Z~
U J ~ F
0~ ~ J ZJ U
m 0 a ~ WZ j 52 ~ ~ ~ ~ o
BLOCK 3252B m BLOCK 32 m . 3252B o Z o W
BLOCK 3252A BLOCK 3252 ~ U Z a p p v~ z - ~a _ a ~ W Q 0 ~ ~ _ _ Q g = W i-
- - J - - -
- a - _ o
f~ W O ~ -j Q _ _ - t4 ~ w ao - - ~ a 0_ ~ ~ ~
- - ~ - - _ _ _ o ~ W - -
_ _ - - - - - awo Qn~ ~ ~ w (nQ ~Z - - - - - - - - - - =mMW ~ N= aZ I _ _ _
- o - . _ . _o ra a`0o W ~ Q Q ~
- - - - ~ - - - :w~.~d ~ W~ W _ a - - - ~1 _ - _ _ W _ Q
_ _ - _ ~W m - - to . W ~ _ _ - [C - _ ~ M - - - - - F.. ~ Z ~ ~ J ~ - _ X ~ W - L ~ Q ~
- - rn mN"~ - - - - - -~tWa> _ Wa
- *.~a~W - - - - - _ - - _ ___w_
_ - - - - ~ W ~ ~ - - _ Q O J~- - _ _ _ _ _ o= - - _ - - - - - - - ~ z Q ~ z _
- - - - - - ~ w w P- - - - - - ~ a a - ffl J = ~ ~ - - _ - _ - _ .
2 : _ W r W _
870 ~ ~ = - - - rc0 OII..- Q ~ ui . - kkkkn{untrfrfr
~ - _ - - .___...,100 YR OOD NEI . _ _ m w _ - J- Z W _ _ _ _ kk r, 07 aU W _ - - ~ rf t t L _ .M.. ~ o~
4>`- _ m m
+ o~ - - - _ ~i
- ~mw~ - - - - :wit/) ~ x ti . ~.J .N ~
_ Z - -N h - _ ~ ~ sip
- X_ - _ - - _ 'F- ~ - - • - - - .
~tW -
- ~ - . -10~' GA - -
_ - _ _ - _ _ 860 _800 PSI ____T'Y _ _ -
- 2'-0° _ _ _ F 12" Di @ 0.30 ° - - - _ 12 @ 0.30 - 64.00 LF _ _ MIN 40.00 LF OF _
- _ - - - - _ - - " 0.63 L _ -
.r - ~ - - - - 197.35 LF 0
- _ _ - N
_ - _ - LF OF 12° IP @ 0.63 _ _ . - - - 200.00 - - _ - - - _ __.._r...- - ~ -C~^.~....
_ . ~ . _ _ _ - - ONCRETE CONCRETE rn - - - - - j° - . m - - _ _ ng~neer~ng
- - - - 7 LF OF 12" -IP ~ 0.30 ° - - ANTI-SEEPAGE - i5.5 _ OLLAR (TYP) ANTI-SEEPAG -o - _ - . . H COLLAR (TY ~ ~ _ Z
- --0 . _ - - - -z z Plannin
- II - - 9 z o _ -
~ - ago -ri - - - - N ~ - II ~ - - - - - - - - - rc ltecture
850.. - in d~ _ _ II - - i - _ - - _ . " - ~ WALKERTOWN WASTEWATER SYSTEM-PHASE 1
00 N _ - - II ~ _ - - - - z - - _ _ 35t? N. Cox Sf, Sfe. 26 j _ OUTFACE PROJECT 71386 ~ nr.c. z~za~
~ _ II _ - - - -
- - Z - - _ _ . _ _ _ I
Z - NSTON SALEM/FORSYTH COUNTY Ufi1L11'Y COMMISSION s1,~,ce 1 sus WI
- ~ WINSTON--SALEM NORTH CARDLIN~I j
CONTRACT 1, SECTION 1 SHEET NO.
L0WERYMILL CREEK INTER CEP TOR
22
FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS
- TO. FRIENDLY ROAD OUTFALL
OF SHEETS 103+00 104+00
100+00 101+00 97+00 98+00 99+00 95+00 9fi+00 94+00 102+00 -00
FILENAME; C1 SH 22 LM 11
LAST SAVED: 6/6/01 2:31:07 PM

i
i 1
BUCK 3252 MH STA NORTHING FASTING
_ ~,a 105+85.69 876292, 84 1657738, 59
109+85.69 876692.69 1657727.50
113185.69 877092.68 1657725.60
I
._--~J
230 KV POWER TRANSMISSION LINE i
a a N
Q
U Z
W _0
~ ~K - lil o cRE , yus a MILL T~oN.
CRY ssil:ICA Lbw cl~ Y UALITY > ~ a o
~ 7ER Q 1$B Q WA 3B w ~ ~ ~ N Y 0 N ~
JACK HAROLD DUGGENS, SR. q ~p ~ DUGGENS, SR. 0 ~
41,673.75 SQ FT CONSTRUCTION EASE 32,481,98 SQ FT PERMANENT EASEM TRUCTION EASEMENT ~ z ~ w p ~ MANENT EASEMENT ~ p p
~ z ~
110 KV POWER TRANSMISSION LINE U d ~
U p~ > U ~Z w
p ww ~ I- O ~ 0
w0 w ~
- - N = 876,818.86 E =1,657,706.99 Zw zp z
OW p ~a_a
FENCE ~ m> rn w O w w w WETLANDS N89°-06'-14"W - CF ttU Q~ ~
ROCK CHECK WETLANDS GATE O O D S DAM YP S 89°-06'-13" E N 01 ~ ~ 19.91' - - - -135.<2 N 01-48'-21 - 11.57 - 4 ~ - WETLAND S
- ~r~~i a m
._0 110+00 - 111+00 112+00 113+00 114+00 "w \ 11 N00 -16-20 W NO1°,?3'-31"F 5+0a W
- - - - - - - - ' - - - 108+00 t 09+00 ~ N TR TI N EA EME ~ ~ 106+00 -107+OON O1 °-35'-22" W o ~ , ~ ~ w ~ 125 86 20 PERMANENT EASEMENT ~ - - 230.01' i 44.13' m r N o
400.00' --~L`
~ " _ - - - , - - - - - - - - - - - 9~ i5 CONSTRUCTION EASEMENT f .i SILT FENCE ~ \ ~ W ~ _ > ~ ~
~ ~ W i WOODS {fYP) a ~ °v~ ~ ~ ~ it II
L!1 ~''i~10`'}OpN16 Za WETLANDS / ~ ~ .ice n~.y v~~I \ WETLANDS z Tr
~ ~ ~ MH STA ~ ~ \ F- 3-STRAND BARBED U
MH STA i~ N ~ ~ ~ ~ , ~ 109+85.69 ~ N MH STA WIRE FENCE w w ~
105+85.69 ~ ~ ~ 0 h- + 113+85.69 ~ ~ U
r r r d ~ I r
~ / PROP 12" SANITARY SEWER T y rim WETLANDS / Q M ('3 J lb I
N \ ~ N \ \ / TBM u~i U ~ Q ~ p
/ SPIKE IN 12" ELM i
/ \ / EL 872.65
\ /
j: ~ (n
~r 's m o a ~ - u3 Z Y
18B O ^ O 18C 188 w ~ z ~ o o o ~
~ N
JACK HAROLD DUGGINS, SR. Z JACK HAROLD DUGGINS, JR. ~ JACK HAROLD DUGGINS, SR.
6,737,14 SQ Fl CONSTRUCTION EASEMENT Z
a~ 4,600.07 SQ FT PERMANENT EASEMENT ,,O%
'
~ ° w~ r er;
uJ a; ~V:us • ,w fns yr
%S ;0 Oc
' Y : 6 ;,d d 0 ~
~,ff J r,,~
+fnur I
BLOCK i
LINE (A ~ } J ZJ
- a Q wz
~ - _ BLOCK 3252 U W - OZ N = 877 044,42 EIP z ~ ~ _ Q ~ p Cfl w E-1,657,989.84 a s U] z ~
~J -
_ - - Z a~ ~ ¢0 _ _ _ _ ~ w Q
_ --c~ - - ~ a ~ I ~ - z z 0 cn
- - - . - - I-[[ - - - w o ~ ate. cn ~
- _ - - N - - - - - - ' ' o a _ w ~ _ _ _ j m V) 0 Z
lA Q . W -
- ~ o _ Y _ _ ~ Q N I-' } - ~ - o _ _ U Q ~ ~ ~ _ - _
U _ r`-
°d - - _ _ - J
M - - . - . a _ - - W - - -U - _ t0 - - - _ _ - --h - W- - _ - ~ _ Q~ - - - L Ir w - w-- -
- - - ~f T - ~ _ - - _ ~ W W _ . _ ~ - . ~ - ~1 Y U7 _ - _ ac
~ ~ ~ N It - - - m ^ J _ _ - - - - _ _ - - wU 111 _ - - - Z Q ~ Z
~ ~ W _ _ _ ~ - - T ~ ~ o_ Q _ 75
- __.O W ~ W - cp W .
Q m 0 a ~ Q rn . _ a _ - Z - + 2 [0 of
fp W F- - ~p _ - O - ~ ~ Z - _ _ 00 _
_ _ I w ~ W _ - - - Q Q 100 YR FLO D NEIGH
_ ~ ~ - - - _ - W Z J - - W W _ _ _ ~M
- - ~ ~ W . _ ~ e V ~ 1 r
- _ V _ _
_ v. _ o~ - - d - - _ 0
_ .,r
I ~t
865
-
0,00 LF OF i2" 0.30 - _ -
- - - - LF of i 2" @ 0.30 ° - - _ Engineering
- so.ao LF o 12 IP ~a.oo _ _ _ - @ 0.30 % - - _ _ - - . _ _
. _ _ v _ ~ _ Piannin
- - - -..v.._.. CON BETE - _ ~ - _
- - - - - NTI-SEEPAGE_ - m - N - - - -o z--~ _ . _ .855_-
- COLLAR (TYP) _ _ ° - - a ._.855 _ - ~ - - _ . 11 _ - _ - - - Architecture _ - - - _Z Z-__
_o _ m - - - - - - - WALKERTOWN WASTEWATER SYSTEM - P.I~ASE 1 - _ 350 N. Cox St, Sta3.28 - OUTFACE .PROJECT 71386 As1le~boro N c, 277as
r . . _ _ ~ n.__
_ __._._..v.. > CL C - -
z z - EDDING-----.~--.-~- -CL B BEGIN _ - - WINSTON-SALEMIF~RSXTH COUNTY UTILITY COMMISSION Since 1839 i
_ WLNSTONSAL?rM NORTKC~IROLINA '
i
- - CONTRACT], SECTION I SHEET NO.
-
L0WERYMILL CREEK INTER CEP TOR
23
- - FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS
- - - - - - 70; FRIENDLY ROAD OUTFALL
OF SHEETS
105+00 106+00 107+00 108+00 109+00 110+00 111+00 113+00 114+00 112+00 )o
FILENAME: Cl SH 23 LM72
LAST SAVED: 6/8/01 4:03:59 PM

i
~
BLaCK 32s2 BLOCK 3243
I MH STA NORTHING E45TING
113+85, 69 877092.68 1657725.60 ~
1 ~ 7t 13.45 877420.32 1657734,51 ~
119+38.69 877645.44 1657741.74
EK . rlr GIB . ws ILL TION~
Y M tc~ WER rr~s~ LO TY c 121 +72.97 $77879.02 16577 23.71
Q~~ W~~
Q w Q w
n 0 B
Rory cy
~ 230 KV POWER TFIANSMiSSION LINE ~ W
rn Z~ ~ J
° 18B ~ z
m U ~ JACK HAROLD DUGGINS SR, ~ O
0 ~ ° 39,288.65 SQ FT CONSTRUCTION EASEMENT Q O O
0 32,481.98 SQ FT PERMANENT EASEMENT lLl ~ ~ O O r O
4 ~ EIP {O N = 877,575.06 EIP ~ N cv ~ N= 8n,S75.06 0 ~ a o I
ro m E =1,fi57,719.04 E =1,fi57,719.04 ~
MH STA + ~ TEMP SED TRAP ~ z ~ w tOXfihc3 W!4 WEIR ~ Q ~
119+38.69 LOWERY MILL CREEK INTERCEPTOR 0+00 SWAIN LANE OUTFACE a 3 {TYP) ~ w ~ o
o ~ ~ ~ z
110 KV POWER TRANSMISSION LINE ~ , r ti C/1 ~ a ~ w
a~/ W O O D S~ ~ ~ 0,41 ~~7 0 w w ~

SILT FENCE U Q tnPl PROP 12" SANITARY SEWER Z 6 0 ~Q ~ uwil~- w0 w J ~ ~ ,,.22kp0 ~ ~ ~ ? w z 0 z
FENCE w ti b~VY~ GATE ~ _ _
- - - RIPRAP
N89°-06=14"W WOODS WOODS 1137 WETLANDS ~A 12 ~ w0 ww w '-45" W ~ ~ ~ rY U QC tr OC
----I--------------------------__--- _ _ h 2~+~""~ m _ _ _ - - _ _ _ _ _ _ ~~rnvsraacrraH ~~~E?vT _ _ ~ N Q4 24 _ ' 168.48' r ~ ro m
N - - 116+00 -----~~---~117+00 0 118+00 ° 119+00-- - d 114+00 ~i 15+00- ~ r~~y
N00°-18'-20"W NO1 -33-3i E NO1 -50- E 6.62' ~ 327.78' ° 20 'PERMANE EASEMENT 225.24' 29. - N cn m ~ N f--
W 44,13 \ ~ ~ ~D ~y WOODS ~ N ~f1= r
\ FENCE ~ m n ~ / v° ~ GATE °D Uj N + - - - - Q + 25 CONSTRUCTIONEASEMENT ~ ~ ! ~ m ~ 00 ~ W MH STA N z r~
a r \ P 1'- r ~ - 121+72.97 24 ~ o- s r
fArl WETLANDS Lr - TEMP ~ r2p p ll a i
MH STA ~ \ FENCE ~ ~ DIVERSION 'b4,q$ BOBBY L, 8 BETTY M. GARWOOD Z T r (f yP) v
FENCE 117+13,45 TBM ~ ~ ~ MH STA W 0 0 D S SPIKE IN 18" GUM ~ ~ - i ~ ~ 1 w !11 ~ ~
~ 113+85.69 EL 875.55 \ \ ' p ~ 0 F- Q
N ~ Z~~ ~ 4 p d~fj ~ i
~ \ ~ ~ C9 N o \ ?i WOODS \ v, w 0 ~ ~
~ ~ ti 20 PROPS" SANITARY SEWER J ~ C9 a ti ~ ~ ~
N F
18C \ ~ ^ ~ 1 1
rl. ~ JACK HAROLD ` o ~ 10~ \ \ f
DUGGINS, JR. ~ 11 ~ ~ i~ m
~ \z" ~ m 0
a ~ ~ Z Y w ~5 =
1 ~ ~ \ o o v
10 \r'd N \a ~ ~ -n cri \`d
Z C1 `~Z1 ~
w ~ o ~ ~ z ~ r~ t ~ a
~ N~ ~ ~ \ m ~ ID ~ ~ .,,,p •0: ~ ~
~ ~ pG U ~
0 ~ o~ 1 u ~ ~ p cn C ~ ~ 1 cn F, P, & BETTY WELBORN, JR. . Q c ~ d ~ ~ u~ ~ ~ :Uw Ill,..
~ ~ z ~ • m ~ m Z ~ su~ V1 ~
\ z~ ~ m2 z~ ~Y •~,by ~P~., '
~ L .,,~N P~~~,, _ Z ,dd+ J 1,~
N = e77sss.a6 - a E =1,657,95121 a ~ ~ fdlllll~
O ~
IA E 3 T ~
L L z a Z wz
BLOCK 32s2 ~ N = ST1,044.42 EIP BLOCK 3243 ~o ~ ~ D z~ m Wz
E =1,657,989.84 z a. Q O ~
_ - W Q - _w. _ J
_ N = W F- _ _ ~ _ ~ _ W _ ti ~ - - ~ - z z O ~
N ~ tq - _ _
, w ~ } ~ N - 2 ~ a G7
r - ' - - - 0 W - _ _ - _ > lL N aD- - -
a ~ - Y _ ~ Q - ~ w - - - - - - _ ~ a ~ ~
_ _ - _ J -
- _ ~ CC ~ ~
,8 - - . . _ _ _ -
N _ - - - w - _ _ - -W - N _ ~ ~ W ~ . _ _ Y ~ - - -
_ w - ---d. _ a _ - _ _ _ _ _ co ~ _ a - - - _ _ _ - - _ - _ z U N ~
_ ~ ~ ~ - -r ~ - - - - T _ Q J Z - - - - - - J -7 d. Q
880 ~-,>o _ _ _ _ - -__.-n _ m - f*] 7 n - - r m - - - - fp N - - r _ ~ lf1 - - - - - - - - - 1 _
_ r _ f0 Q ~ ~ II - - - - - Q . J - _ - _ t = fll ~
- ~ _ _ _ _ ~ ~ w - . --.--..rn ~ p ~ - 100 Y w _ - w _ 100 Y `~{d erq ~ OOD H IGHT ~ . i~ ri - - - df ~ .
O II _ J - t~ ~
a - - - ~ w w. . 4Y
- ~ - - - - xg,.- _ _ _ [~R~ { - r V
- - - - - vwac - - RIPRAP _ _ _ µ1 w
eyl~j . _
. ago--
- 870 _ _ _ . - _ _
_ . _ 184.28 LF 0 12" @ 0.3D % _
_ _ _ . - - - - 50 LP OF - 12" DIP (°3 0.30 ~ -
- - - - - 225.24 LF O 12" 0.30 ° _ ,
_ _ J _ _ - _ I
- - - - Q - _ ~ ~ _ - - M~. Engineering
12' ~ 1.i7 ~ _ - - 0 DIP JOINT WITHI _ - 27.76 LF OF - _ ~ - _ w-._. _r CREEK BANKS IP JOINT WITHIN---- _ - - . I
.}C BANKS - - 11 ~ _ - _ ~ . _ _ - Plannln
_ w - - _ _ . . _ co _ . _ ~ ro _ ao . _ II . _ a
`O - II sI = Il - m Q $~jQ ONCRETE _ w ~ z _ _ z~._ -
ANTI-SEEPAG - - - - ~ it - - ~ II z p Z. ~ z _ - - - - rchitecture
COLLAR P _._w_...-___.. Q - - _ y ~ _ _ > - ^ WAL.KERTOWN WASTEWATER SYSTEM- PHASE 1 _ 350 N, Cox 5t, Sfis. 26
-o~ - Z Z-- - - - z Nao _ rn _ - - ~ - - _ - - OUTFACE .PROJECT 7138b
- Aahetw% N.C. 21203 i -
II _ap _ II - - _ WINSTON-SALEM/FORSYT~1' CO UNTY UTILITY COMMISSION sn~ 1 sss
- - --O _ _ _ ~ R'INSTON-SALEM NORTH CrIROLIN~1

SHEET NO.
--.BEDDING:-------- L C BEDDING=--- BEDDING -BEDDING ERYMILL CREEK INTERCEPTOR
24
_ _ FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS
TO FRIENDLY ROAD OUTFALL
114+00 115+00 116+00 117+00 118+00 119+00 120+00 45
00 121+00 122+00 OF SHEETS
FILENAME: Cl SH 24 LM13 LAST SAVED: 618!01 4:01:12 PM i
I

i
I
MH STA NORTHING E/~STING ~
BLOCK 3243
BLOCK 121172.97 877879.02 1657723.71
1 ROCK CHECK 124+18.74 878116.76 1657661.36 DAM ~TYP)
s?~T f~r?cE 127+68.74 878455.30 1657572.53
LDI~~RyM 18B LLL CREEK (nP) w a o o s 1301 19.93 878507.19 1657326.76
WATERQUALITYC LOSS/FICATION.• yyS _ vs - r~r
JACK HAROLD DUGGINS, SR,
m MH STA _ N
130+19.93 131+0().~.
N 14°-0810" W / I U)
- II° Z , ~ o a
24 I I^ . ~
I w > ~ Q
BOBBY L. & BETTY M. GARWOOD ~ ~n II I ~ W ~ o I I~ ~ ~ ~ °
~ 102 097,36 SQ FT CONSTRUCTION EASEMENT ~ i i ~Q II I I
~ ~ 71,108.71 SQ FT PERMANENT EASEMENT II I I ~ g
0 ~ H Q I I I I o
ii I I
230 KV POWER TRANSMISSION LINE II I I
0 a I I I I ~W
N a ~ II ~ / ~ a
0 /Io° / u~i~W
W w x ~ Zz ~ I/tip, / / oWz
N = 877,675,06 0 / ° / / ~
~ E =1,657,719.04 w I I a w / ~ / ac o ~
° I l , I l
~ o ~ w / N
r ~ 0 lI^`~ ti~I I /
TEMP SED TRAP a rx / / m o N ~ / / n o w ~ I ~ a
N2s°-06'-2i"E 10k6k3' W! 4' WEiR ~ , ~P) 0 / / Q N Z i
40.10 - 110 KV POWER TRANSMISSION LINE ~ EIP
MH STA / I ~ ~ u li
124+18.74 LOWERY MILL CREEK INTERCEPTOR I I ~ T T
~ _ ; _ ~ 1 PROP 12" SANITARY SEWER ~r _ 1 _ _ ~ _ _ 0+00 POINDEXTER STREET OUTFACE I to I I F- I Io I / W I
N - - _ - ~e ~ li l lil I I'` I ~ 0 H Q
f I I I CC 4 U
`~1 4s --~1~i6(Sl~(1CI1Qdl E6SEMEAII I J m
" 122+00 123+00 124+00 125+00 126+00 127+00 4 -4i 3T W N i4°-42'-15" ~ Ni I U ~ a
. ` 245.77' 350.00' 0 20 'PERMANENTEASEMENT - - - I ~ U ~
W 'r - - ._____-__J ~
~ RIPRAP ~ \ \
" ~ ~ ~ TEMP m \ \ 25' CONSTRUCTION EASEMENT ~ ` DIVERSION ~ - ~ ~ \ \
N Waoos ----------------------.-_________I~ \ __-________J } } ~ m m o
~ ~ 1 \ aM \ \ MH STA vi z ~
MH STA \ \ \ 127+68.74 ~ ~ ~ p U
121+72.97 \ \ 2\ WOODS \ ~ \ \ PROP 8" SANITARY SEWER 5
~ \ ° \ ~ 9 ~ \ y 4iiiilBilllf!
92 ~ \ \ t 4~\ ~~'j1Nh.,,
s oy \ i0- \
T9 \ ~ \ ~ \ ID ~o \ \ \ a
\ ~m ~ ' ;N
F. P. & BETTY WELBORN, JR. ~ \ \ \
/:Q6 ~ , d P,.'Q'. i I~sN r,~ `e~
~,O .hh...~.'~
fllll!!1~
1`
~ F-
J ZJ
\ a a wz Z ~ ~ - ~0
BLOCK 3 BLOCK 3243 ~ ? ~ 0° w z
Z a¢ p ~0 Q a o W Q_
- J ~ F p W ~ ~ ~ ~ ~ w __w _ - Q
- . zz OuJ - -
- F- _ w n ~ ~ ~
- _ _ , ~ o a. cL. w u.
_ . _ - - - Y u, d - z Z
- - o _ - _ - - - _ .w - ~ ~ Q I- ~ - a J ~ _ Q } ~ w ~
_ U - a - - - w - - ~ W Q U w
_ - . _ U N - _ w U 0_ o
- _ - ~ - F J N ~ w ~~~I . - (n Y uy a
- _ - Z Q N ~ _ . LL . _ ~ rn _ `1 _ _ w U. _ W U top i
_ w 0 _ . - - + ~ cV _ w ~ - - - - ZQ JZ I } - _ .T _ _ ~ ~ ~ Q ~
r ~ _ - - _ p Q ~ w tt _ _ -88 ~ - - -
_ - a: - - _ - __..N ph._~.__---•------ = w - _ - - - a - -
885 _ _ _ n w _ - - - - ~ w _ - _ - r cn ~ ~ ~ ~ m } _ iq~telat~~ - Z ~ ~ w . ~ - _ ~ I,
a= . _ _ ~ rr - - - _
w _ w ~ cn ~ 3 x a tl' LLl _ _ _ ~ V . . e -Cl 00 ~ t,
_ _ - 0 w m r _ _ _ _ m r mw -asrn - Q . _ _ o z. ;
- _ ~ a _ _ - _ _ - - a z w u 100 YR FLQ D H IGHT ~
. ~ ~ a. Z ~
_ w _ _ - - ~~°o Hg - ~ 111 ~ - ~~r~ ~p~.w•
- - ~N t - x- - - - - - - 7tf;!
- _ _-RIPRAP ro vwOC
_ - - - - _ _ 87
875..._:- - _ - -
. _
_ -----.0.00 l.F QF 12 - _ _
- ~ o - DIP @ 0.30 % = - - - - _ - _ _ ngrneerrng
--211.19 tl~ QF i 2 @ 0.30 /a _ -
- ~ 80 LF OF - - _350.00 LF 0 12 _ - _ - Planning
- _ _ _ _ ~12" DlP @ 0.30 ° " _ ___...-,p _ -
165.77 LF OF 12" @ 0.30 _ _ - - c0 - - - - - ~ r - f0 _
- _ _ J _ _ _ ~ _ _
865 - _ - _ O DI JOIN - Q_ _ _ (4 ~ - - - ..r.. II - WALKERTOWN WASTEWATER SYSTEM-PHASE 1
. - _ - ITHIN CREE tw- - - - - . - - . p ~ _ - - . _-0 ? _ ;150 N. Cox St, She. 28
BANKS ~ ~ m_._.. .1-, II-.--._--_-..---_-_--__--_--- - O~ITFALL PROJECT 71386 Asheboro N.C.272f13 ~ - -z z '
_ m _ _ _ . _ _ w - - - ~ - - 0. _ z z _ - - _ WINST011~ SALEM/FORSYTH COUNTY UTILITY COMMISSION S(nce 9sse
- n -c~ - - w _ .
- - - - - - - R7NSTON-SfiLEM NORTH C,4ROLIN~1
_ - - SHEET NO.
CREEK INTER CEP TOR
L0WERYMILL
25 L C BEDDING - - - -
L B BEDDING -CL C BEDDING- - - - - - GL C BEDDING L C BE - - FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS
TO: FRIENDLY ROAD OUTFALL
OF 4 SHEETS
126+00 127+00 121+00 122+00 123+00 124+00 125+00 129+00 130+00 128+00 )0
FILENAME: Cl SH 25 LM14 i
LAST SAVED: 6/12/01 11:20:03 AM

N = 879,335.27 STONE
E =1,65fi,868.21 MH STA NORTHING FASTING
BLOCK 3241 14064.24 879520.26 1657073.24

144+14.24 879860.64 1656991.74
147+64.24 880204.75 1656927.79
_
`e z4 i
BOBBY L. GARWOOD ~
AND
BETTY M. GARWOOD
~ 12K
BETTY FAY GARWOOD ` to
49,957.23 S4 FT CONSTRUCTION EASEMENT Z i
~ 34,002.54 SQ FT PERMANENT EASEMENT _0
0 V! o v
y ° ~H TBM ~ SPIKE IN 8" GUM W o EL 889.63 ~ N ~
O Fo
1 Z
cwc 1 ~ G w
ILL CREEK pyyERYM - !0 MH STA - > a
L CATION INS v QUALITY CLASSIF TEMP SED TRAP 147+64.24 LOWERY MILL CREEK INTERCEPTOR ~ w m 3 ~P PROP 17" SANITARY SEWER Di.00 FRIENDLY ROAD OUTFACE ~ ~
~ I wart V 10k6k3' W14' WEIR WEIR ~
0 (TYP) U w woaps ~
~ MH STA SILT FENCE :NCE \ ~ O
BLOCK ° 144+14.24 (n'PI ,c _ - - - ~ wm ~ - _____________J \ ~~w
3rG`~NS~IAi1L71Z3N~'AS~GfENr \ Zw z +00 0 146+00 0 d 147+00 \ d ~ ~
32 3 M M H STA _ _ _ _ _ _ - - - ~ - i 44+00 - - 145+00 - o - 4 - _ n WOODS 140+64.24 - - - - - - - 143+00 N f0 -31-39 W \ ~ g ~ \ \ w0 w
w - - - 142+00- N i3°-27'-56° W ° ° 20 'PERMANENT EASEMENT 35D.00 cC U c~
141+00 ~ - n - b - - -140+00 350.00 - - - - J T u~ ~ / r N ~
SEMENT \ \ - _ ~ 25 CONSTRUCTIONEA - \
C~ N Q+ r - - -1a 191.24 - ! ~ - ~ ~ ~ d ~ 1 ~ ~ \ \ m ~
W WOODS - - --~-~-~~-J \ 1 Q ~ N ~
- - ~ RIPRAP \ ~ Ow \ \ \ \ N ~
TEMP \ ~ \ v~
W - ~ - - DIVERSION \ \ PROP SANITARY SEWER o „ „ ~
W _ _ _ - - - - iTYP~ v3
J 1 \ \ ~ \ \ w
k\ ~ w ..1
o d ~ ~
\ N~ ~ ~ \ \ ~ \ U ~ a ~ \ o \ ~ U ~
j ~ 230 KV POWER TRANSMISSION LINE c
¢ m w e m \
`v ~ O ~ \ ~ ° \ ~ \
~ m F ~ o ~ ~z \ m y\ z } i~ m
o~ ~ ~ ~ ~z e ~ 1 m ~ w \ m Q W u~ \ z
~ 0 ly b \ ~ ~ y
~I`' a m ~ \ w ~ _ ~ m mz \ D D U m \
s ° z~ N \ \ n
°o \ a u \ 1~i1 !1/ ,''S, .~ppp,
o,• P,.,.,..,.., ,
\ ~ \ \
\ = : o~ m
1 i 0 KV POWER TRIWSMfSSION LINE
's ~ to ~ ~ c ~
\ \ Y %Y bd P~ r
wooas pp ~P
~ ~ '!rllulna~, WOOpS \
r r- A Q t I
1` ~ ~ O Y
BLOCK 3241 Z J a d a WZ
w ~ 1- ~0
~ ~ ~ WZ
- - Q a w Z a Q ~ ~ ~ ~ _ U W . Z
J Y ~ - - Ur ~ ~ ~ W _ w ~ . -
_ - _ -.._m.. _ - zz _ - w Q . _ F- ~
w _ _ a ~a _ _ _ oc ~ ° ~ -a - - - - , ~ ~ ~ o_ cn
- - - - o - - - T - - _ - - - - ~ - - - - ~m _ w~- _ - N cn Z 1 .~U _ ~ p
- ~ _ _ - - w - - _ - - - - Q _ - - - - - - Y T Q Z ~ - - - - - Q } - _ - - - a ~ Q ~ 1-
_ - . - - - ~ ~,n a - - ¢ m ~ w - - - - _ Q ~ W o= j _ .
- = m ~ w _ - ~ - - ~ Q~ - ~ Q UW _ _.a ~ ~ m . - - - ~ o: ~ ~
- r mw°Dd - _ - - - Q ~ u a _ - o a z ~ - - ~ OC Q O .
_ - . _ - - w H 2~?'w mw~- W~ ~ N ~ D r Y ~
- - _ - - X ~ w ~ LL Z W i 4. co W U ~
- - ~ .v w oc> w - - . - - - + o w - ~ - Z J Z ~ o T -Q I
- - - a - - OOD NEIGH r o ~ w ~ - - 890-_ D NEIGH - - D
890 ` --v F - ---100 YR FL _ - ..N ~ _ - _ ~ a
= m ~ _ _
_ - ~p~= - - g _ om~ s ~11Ye~~~~s, ir, T .__..w_..-
.._-_---•r mw ra u - - - P _ - - __Q w - - - - - - - - - - - - - - ~ V ~ • V' ~ . ~ r Q ~ Ga ~
- Z ~ _ w _ - N - w -
- - g - - _ _ _ x_- . - - _ _ _ v w a:..- -
- _ _ .a4~ ~p~ ~ _ _ ti
- - ~ - ppltltllNt~' i
880 _
-
- . _ _ - _ 60.00 90.00 LF OF 12" @ 0.30 -
_ - - - - - - - - 12" DIP @ 0.30 °
_ _.,_350.00 LF OF 12° DIP @ 0.30 % _ . - _ _ _ . J - -
_ - - 71NT _ ~o _ Engrneenng
_ -o _ NO DIP JOINT _ _ _ _ _ ITHIN CREE _ _ -o_...._.. BANKS REE
.r - - co - - - - . ~ ~ -N Z ~
n -o~ - _ _ - - - _ _ - _ _ Planning -
_ - ao M - - - - u - - _ .
-n-~ 0 z- _ $70 - - - z .Z.- > Arch?tecture
- - - z°t- WALKERTOWN WASTEWATER SYSTEM- PHASE 1
-_Z Z - - - - 350 N. Cox St,
OUTFACE PROJECT 7138b Nc z~o3 _ - -
_ WINSTpN-SALEM/FORSYTH COUNTY UTILITY COMMISSION Since 1s$6
- W/NSTON-SALCM NORTH CAROLINA
- L C BEDDING-- CONTRACT I, SECTION 1 SHEET NO. -

L0WERYMILL CREEK INTER CEP TOR 1 - -
27
- - - - - ` FROM: LOWERY CREEK AND MARTIN MILL CREEK INTERCEPTORS
- TO: FRIENDLY ROAD OUTFALL
- ff-m OF 45 SHEETS
143+00 144+00 145+00 140+00 141+00 142+00 146+00 147+00 148+00 X00
MENAME: Cl SH 27 LM16
LAST SAVED: 618/01 3:58:42 PM

BL BLOCK 2151
MH STA NORTHING EAST ING
30+13.67 882530,38 1658708,22
SEE SEE SHT 37 I
31.34.41 882644.62 1658747.31
C~NZ C~NZ'1~CT 2 31199.52 8 8 2635.99 1658811.85
SEE I SHT 34 I 34+98.06 882934.24 1658824.91 I 3
C I ONT I R~1C T2 I 6195.19 88313p,50 1658806.52
I I W 4i+03.54 883536.51 1658850.18
a
~ ~ ~ 46M I I ~
w II O O WALKERTOWN SHOPPING CENTER, INC. I II 0 II
~ o N II f I S
F..1 LL 28 II II~ ~ S
~ A O CB \ ~ w ~ C 3 GB D 8 z N T
\ Z \ m ~ ~ GRAVEL DNJ I \ \ I ~ TEMPORARY CONSTRUCTION 60' 12" RCP DnN I C ~ T 2
\ o\ ENTRANCE P \ w ~o (T'r j ~
\ ~ \ EROSION CONTROL b PAMPAS \ G o b Q > o o s o MPAS = W o ~ rn co ~ ~y. O r ~
\ ~ MATTIN o ~ (TYpj U LL NU N N ~ cQ
\ \ STA 0+39,41 ~ a o ~ J ~ 0° ~ a ° Z
47D \ N = 88z,ss7,oo + \ \ v v \ \ \ WOODS E =1,658,714.88 a a a w ~ 3 z ~ z
\ I \ / 4 I I ° w ° a
\ O TEMP SED TRAP v \ >r \ 10'x6'x3'Wl4'WEIR / ° ~ ~ \ ` o' I I z w z U
\ MHSTA / ,po I I ° a ° ~ I ~ I MON ~ ~ o >
\ \30+13.67 2 , ~ / ° p N= 883,526.73 AS v a~ w II - E=1,658,$26.43 PHA[ D W W U wW a[
\ 5 Cp ` 1p, ~ EIP NSjyU ~4 N - 883,124.00 CT/p a1~ E =1,658,766.73 7 ~0 I ~ I EIP ~W FN ~ 2 N= 883,183.93 EIP p~ O 0~ 0 .73 7,53' I _ _ 3 C~~B w~ w0 w
o NF9SF / EIP I I E -1,658,771.90 N - 88 ,254.08 s w0 ~
~ ~FNT N - 882,922.82 36" o N y / ~ ~ E =1,658,794.57 SRC 8 . SILT FENCE z N04°-55'-45"E E=1,658,777.73 00 ~i'I zU zZ zU z o~ o~' o~ o
(q ~ ~p 1 20 , 53-3p" 3y / ~ b Q 3 I TBM - a. _ w ~ w Z 152.62 STA 0+39.15 ~ I a - ~ g ~ - ~ ~ LOCK LINE z ~ w w w o w w ui
<pC RO ~ N,~gNE r2o. ~ ~ ~ a PIKE iN PP o qT 'j"/ ~ ~ NT 34 v~ EL 955.03 ROCK ~ w ---~.,.$RANCH o OiIGFIBY STREET o~ a a o a a a m K ~ 15" RCP ~ WILL
l ~ Cp ~ ~ NT ~ CHECK DAM 10 ~ . rv_ ~ 10~~ 30 RCP o UU 0 0 D S " 10 ~ ro - - - - _ V ~ 18° VII r N
FA NS7RU'" ~ ~ .r9; gRANC ro - S~,yFN C7~ ~ cry N = 882,717.00 (nPj 2,g s{S,, r ~ ° a ,w-~---__~` RCP 2W r~ v~
T E =1,658,773.65 'fir F _ 37~ WOODS ~ ~ m w ~ „ 37+00 _ _ _ _ _ ` _ _ _ - - - NOS -0 ` 16'° L 3a+~o 6" / 6° _ 3s+0o "'GRASS _ _ _ _ _ _ ~l1L.Ofz°_Q8'-i6" F D/W 4a+flo • ~ m ~ N
0 36 RCP ,.~rr~IV ; 6 W 708.89` / ~ a o OCR
ti - - _ °_211 r-- MH STA ~ ~ ~ wooDS ~ ~ •~~I~_- 36+0~N05 ~ _ ~ -1 36' r ~ 187.12 ( / 281,86 N p r-- - - - - - - - - - - - - ~ Z w _ ~ TBM ~ -
314.41 FRIENDLY ROAD OUTFACE _ ~ ~ II N ~ ~~,IT r ,4~ MH STA ° ; o•a , ~ SP1KE IN PP ~ ~
0+00 OLD HOLLOW ROAD ~ ~ I I 33' - - o NENT EAS - .Y i, ° ~ a n•' a ~ Q EL 973.42 41+03.54 FRIENDLY RD OUTFACE = . , d ~ < , ~ o II II ;
10' ~ ~ ~ M 33+00 N 2 -30 =25 0 MENr r, f_.~ _.a. ~O+OOFRIENALYROAD a ~ ~
R!W MON 10 10 12.82' r. ~ IpN FpSE MHSTA 212.42 _ _ _ aNSTRUG r ~ - w w
wooDS 25~ MHSTA 31+99.52 FRIENDLY ROAD OUTFACE = H _ _ _ _ _ _ _ _ - - iTA ~ ~ w ~
0+00 OLD HOLLOW ROAD ~ a 6" 36+95.19 FRIEND _ PROP >i"' SANITARY SEWER ~ ~ Q X5.19 FRIENDLY RD OUTFACE - + a` v
Q \ I ~ ` • • ~,a . , o PP r ~ - 0+00 DAYTON LN BORE PIT \ I N ; + ~ - ~ D ~ o ~ ~PAYTON LN MoN o ~ 0 ~ m
10'X30' \ ( ~'rn ~M ~ o ~ ~ ~ U a
\ ! N +i MH STA + ~ ~ 1 y
\ Ifs m N 34+98.06 ~ \ ~ ~ .a ~ 4
~cv II ~ 60 LF OF 16" STEEL CASING ~ 4l • ~ EIP
\ + II °p BORED & JACKED UNDER HWY ASPHALT DNV r Q°, II W/8" RJ DIP PLACED INCASING ~ ~ } } ~ m
N 79°20'42" W I I Q ~ v V 44C ~ II ~ ~ a 101 m m 0
70.03' b I JAMES T. & JOANN CARMIGHAEL ui Z Y ~MIGHAEL ~ w ~ T
` If ~ ~ ~ II a 6P - II ~ 9,798.70 SQ FT CONSTRUCTION EASEMENT LOVES UNITED METHpDIST CHURGH 0 ~ U ION EASEMENT ~
6,968.10 SQ FT PERMANENT EASEMENT IT EASEMENT ~ 8,485A0 SQ FT CONSTRUCTIQN EASEMENT
r ~ II ~ ~ JAMES T. CARMIGHAEL m N 882,631.87 f I ry N p 5,643.85 SQ FT PERMANENT EASEMENT 11111111111
E =1,658,901.61 C ~ ~ 6,442.81 SQ FT CONSTRUCTION EASEMENT 1 q - 0 4,248.44 SQ FT PERMANENT EASEMENT 1111 111 <<r~
1 II 'a I o
cB ~ Qr ~ : Q.; 1n • .0 ao 's a .
35' ~ It :'Q: ~ 4 a; e ~ .N w I~ °U . r
n T r r~ ~ I C ~3 : ~ 0 N s:o o; T
C %~''''-bd ~,P`'~'Q''
/+~~1, ,,N Pv11
s N I I 1111111
SEE ~ SHT
33 I""'
CON TR~q CT2 Z
BLOCK 2151 BLOCK 5187 a z w z fl - ~ ~ ~o
Q ~ z~ m Wz
_ ~ - . - ~ _ Z a a ~ ~ O 1 _ _ - Q Q - ~ a ~ - , J ~ ~ ~ W E-
_ W Q _
- - it w Q ~ z ~ ~ I-- ~
d•
~ w z _ _ m Z N n' _ O W Ill Q lL.
u ~ _ _ _ _a ~ a ~ II Q ~ ~ w aC
- - - . U - a t- --I ~ d U . - - - ~ oC ~ o_
°tS . - ~ rn o Z . .
_ - - - - N - - - ~ o _ _ _ ~ ~ W ~ - . . _ _ - - a~ Y ~
- - - O , O ~p N . _ - - ~ - - - - - - ~ W - U (n - -
' _ _ J ~ ~ Q - - - > J Z j ^ _..960- 970_._
- 0~ 9 0 _ _ - a . Q I~ _ _ _ o _ -a - - 970_ _
w .
_ a~ o _ - - - - ,'1111{{It 41t1It~7 . . - _ - 11 B
J N `f (7 - • by if i
. II = V ~ . - - N ~ ~ II - - - - _ _ - - " I _ _ ~~yy ~i r
- - ~ J 4V
_ - - - : Q Q ` - L:
_ r ~ - ~ N _ _ _ - 2 c7 O tr - - : s :y
II ~ lU _ _ _ o
- - - U a - - _ _ - - _ - 1 _ - _ p-___ yi+pt 111111
~ . O o.- _ _ M J N \ 00 an ~ 1.36 "/0 ~ 1.36% _ W... - - rp mQ 11!11 _ ~ ~n O _ -
N + o I- .3 d r; 197.13 LF OF w -M ~ U .T !n _ rn ~
Q _ _ _ - -
950 - - - N ~~w - -==950=-960 ~ - _ ~ - = II II o___- ..z - ° - 960- ~zz- - t~ N N - $
- - _ - + _ ¢ - ~ a U3 rn Z~ I° _ __w _ _ e _ _
~ _ ~ _ °I p °v Q - _ _ - - 8n ~ Z,
J - 4 OF ~ - _ o_ w - -RIPRAP . - - - - _._.218. - N _ F- - Z Q--------... W _ -
~ - - - - . _ r` v . _ rn - - - - - -
- OC - _
_ . . . _ _ _ 80 a - _ _ _ - - ?P 0 u _
- - - - - - 0-_ _ _ _ _ - - w _ -
_ z - - - - F - _ _ - _ _ _ _ 0 _ _ . _ _ _ Engineering
_
- - - 6S ~ ~ 3.3 _ - - _ Q
_ _o = 0 _ 60 LF OF 16" STEEL GA5(NG ~ _ - Planning
4LFOF8"DIPC0.51~~_"----_. Qo~ _ - - - - m - 20.7 _N o r _BORED & JACKED UNDER HWY~ _ _ _ - - _ 0 00 ~ -~--~-41 00 _ 940---950-
9 0.._... _ - v . N W/ 8" RJ DIP PLACED IN CASIN ~ - ~r ~ 0 _ - d. _ . _tl cnrn . _ _ - - ?t$~t~r~
O___......_ ~ II II - _ _ WALKERTOWN WASTEWATER SYSTEM-PHASE 1
o- _ - -.r - a - - - - - - - 3S0 N. Cox St, Sfe, 26 _ _ _ aUTFALL PRaJECT 71386
~ _ - - - - - _ _ _ - 0 0 - - J - - - ._Z .Z z 0 -
- ~ II W J - - - - - II II • II 0-- - - - - - - - _ _ . - _ - WINSTON-SALEM/FORSYTH COUNTY UTILITY COMMISSION Slnce 1938
- u ~ - NO DiP JOINT WITHIN - - - WINSTON-SfI1,FM NORTHCi1ROLINA
Z Z Z J =l:HkkK BANKS - - - _ _ _ . CONTRACT], SECTION I SHEET No.
- - -
FRIENDLYROAD OUTFALL
. - - - - - - - 31
- - - FROM: LOWERY MILL CREEK INTERCEPTOR
. - TO: FRIENDLY ROAD
45
30+00 31+00 32+00 33+00 34+00 35+00 36+00 0 37+00 38+00 39+00 of SHEETS
FILENAME: C1 SH 31 FRQ4 LAST SAVED: 6/8/01 3:55:39 PM

MH STA NORTHING FASTING
BLOCK 3243 i 10+14.88 877946.57 1658692.53
.7 878091.34 1658688.53 11+59 0
9.70 878124.23 1659087.18 15+5
+25.33 $78339.00 1659383.07 19
C
ED R1 OU
TF AL S L EE
~H EE r3
~
110 I i1 ~
EIP SARA ANN BEESON ~ ~ z
/ 7 6,463.79 Sq FT CONSTRUCTION EASEMENT o ASEMENT o~ I I
Q 3 560,93 Sq FT PERMANENT EASEMENT 3EMENT ~ / ~ h I ~ ~ o 0 0 0
OWNER ~ p~~ ~ o o r o~11
L 1 i ~ ~ N N N S W ry JD O JO FO
8 10 I ~ 1 o d z ~ ~ w
MH STA / OWNER ~ 1i+59.70 ~ ~ z ~ / w o ~
0~' ~ I i II o _ i 7~j 68A U w U 0
ti / N i~ y z z j , 11 z o ~ a w
~ / ~ 'I'e a l r? ~ ROCK ~ ~ ~,sr TBM o ANN BEESON w ~ ~ m ~ _
o / ~ ~ CHECK DAM ~ s ~r4 ,A r ~ ` ~ o/ ~ z , F SPIKE IN 12"GUM ~ ~ ~ ~ s U ~Z w EL 902.02 i ~ w w U w w Q
/ a, / 3 ~ ~ ~0 ODD i ~ ~ ~ t-~ F-
RIPRAP qti 0~ ~ ~ ~ ~ ~~N/ S~q ~ o/ + ~ 0 w~ w0 w D. ! + ~ W U ~ Z v7 U to z z z
T ~ ~ ~ ~ lr ~ ~ WOODS x ~ \ p~ 0~ Ow 0 ,r r ~ a, ~ a a_ a
ANCH \ ~ ~o ~ \ / ~ J ~ ww wO ww w
~ p ? ~ / ~ ~ 0 0 ~ ~ ~ ~ ~ r~~-''' of ~ CLQ fCU ~
/ ~ ~ d TEMP SED TRAP ~ ~ ` N ~ ~ ~ ~
~ a / 10k6~i'Wl4'WEIR ~Sp ~ BSor),~~ a
w ~ ~ xOg ~ \ ` ~5~9~' ~ r~Op\ ~ - f' ~ r \ \ ,,'nn to
a / SILT FENCE ~ ~ ~ / ~ N - 878,171,49 ~ ~ ~ o ~ E =1659,074.34 i.34 ~ \ \ N CC
~ a o ~ ~ C ~ EiP r. \ NSQ o \ O N Z I w _ r \ S . \
w / ~ a, / TEMP ~ ~ ` 0 \ pHs s~o ~ 0 . a,,. DEVERSION ~ ~ ~ ~llp S9c ~ ~'8ye Nb8o / (TYP) ~ ~ ~ ~ T70 S4° r N 'Opp r - a ~-s5" ~ r.- - MH STA \ \ ~ ~820> ~ \ ~ n -
2y; ro ,~~aa 7D ~ ` ~ N~ ~8,?s, F * -1 .os4 ?4• 04 / l ~ r ~ SF ~ 9 F '~°0~0 11*° ^j r 9y~ 5.33 SWAIN LN OUTFA \ u
S98) F ~ ?0 P ~p~ ~ ~1F ~ ~ ~T, ' EIP ~0 ; n4, ~ \ ~MgNF ~ ` ~ F 0+00 ROCKLANE DR OUTFAL z r r r - oti \
l °j ~ ROP 8" SANITARY SEWER / c ~ ~ ~ Fq ~ - ~s~ `l~r / ciysT ~ . sFM JD r /rte \ T 41J W ~ / r. ~ w
~ a ~ SECTION 1 q~ ~ ~FNT ' a a ! ) cT ~ ~ ,ss ,83` WOODS ~ O ~ Q r
Q rp~ Fqs ~ 20 , ~ r ~ tyGl-1 ~ ~ ST BRA
iy ~ ~ ~46J TEMPORARY CONSTRUCTION Fil~FN~ ~ / ~ v ENTRANCE (TYP.) T ~ ~ ' ~2 ~ / ~ ~ m ~ U ~ a
N = 877,956,04 ~S ~0 S \~~8 ^ -7 U 3
E - t,s58,s82,23 ~ ~ MH STA 0 GARY M. & SHELIA G. BENNETT / 5+59.70 Q 89° '~6'' ~
rgsp r !rte 14,272.20 Sq FT CONSTRUCTION [ASEMENT ~ ~4AY ~ N = 878,175.29
10,457.56 Sq fT PERMANENT EASEMENT Aq EXI ~ E =1,659,292.44 EIP
/ ~ 4A ~ / (S FENCE ~ h FC S ~ 1- m
/ ~0 A 7R Q N NJT ~ ~ m ~ a
48 TBM 2~ qR r7 , 00 ~ ys+ / ~ z ~ w ~ z
SPIKE IN 14 GUM F~ ~ / ~L EL 889.37 F 7L ~ / ~ o o ~
A yb ~ ~ ti MARTHA ANN KEY BEN' A ANN KEY BENNET ~
/ / MH STA ~ ~ o~ ~ 1,486.41 Sq FT CONSTRUGTION ;,ONSTRUGTION EASEMENT ~ yttttti3tYFAg~Il,
/ 7K 10+14.88 SWAIN LANE OUTFACE = p0 ~ 1,896.97 Sq FT PERMANENT FT PERMANENT EASEMENT ,~r~~rN~~~ry~r~.i ~
3+95.38 LB = ~ ~ OWNER 3+20.66 LA SWAIN LANE ~ ~ 11 a
\ ;0;~' ~ / o a
SECTION 2~ ~ .4~~ Qro ~ci W
7Y l i ~W Nr \ 5 wo y
/ R / / owNE r~~( d'y gyp. .,dA,
\ 'fl'y ~P tt,
/ //~~lmn,,ttt n~
7<I J ~Q
OWNER / ~ ~ ~ ~ F"
/ / ~ H~ U J Z..~ O 0~ i W Z
~ lt1 ~ z p to W Z
B~ ~ pC,Y ~ \ / 4~W ziia p
~~~N BLOCK 3243 F ..J ~ 0. 4 Q U W 'Q - ' O
~ - - - - ~ o = ~ _ Y Q (A - - uJ m - _ _ z z O ....T U
~O ~ - _ - ~ rL W 07 ~ - - - Qr~~~J - ~m Wu'
_ ao w _ _ _ ~ a~ cnU ~Z - - q
- - - -
_ q U ~ W
-U _ _ - - - - ~ ~ J ~
- - - ~ Or W _ ~ Y ~ a
_ _ II ~ _ - - _ _ _ - ZU ~p
J -W _ O - - ~ . _ -N - _ - -J Z _ J~ (1.Q
_ I~ . o - lL _ _ _ - - _ -895
~ - p 89 v.l ~ - _ Nt H
~ N _ _ _ T _ - - ~ Z r . u ~ ~ O z Q _ Q, - - - - - . f ~ - - ttt llli
- _ - _ - r y m ~ J ~ J to
- _ .(l} ~ ~ Z b _ - - ~ {a - 4 w ~ c may? ~ i Y VVV - ~p
Q _ _ _ _ _ d ~ y - _ _ - - - - - ~ II m _ _ _Ul ~ - - ~ ~y w _ - . a.~
~ m ~ _oD - - - _ GD - A _ i~i6V ~~e
aorom r - ~ ~ ~ ,W
- _ ~ r ~ o • - - - _ - - - _ _ + CA N ~ - - O d - - w.._._._......._.-.._.........._..------
Ott _ - - - - - ,-mM ~
_ - _ - - - 8n QG J - - ~ LEG 0.88 0.. _ ~
- _ RIPRA _ _ __.....___365.63 Q
- - _ . e
~885 _ _ - - - Q - - .M-
- w _ _ - - - - - - - j -
- - ~ ~ ~ ~ w - . - - - - _ _ - ----~W ~ ~ o _
_ _ N _ - _ ~ ~ - _ - - n ~ ~ w _ - _ - ~ ~ z - _ - -
l7 -N - a0 _ . _ _ n
o' ~ C7 _ _ n 2.08 ~ _ - - II - - Z~
~ _ 00 ~F - n - _ -40 - - »>o - .._z zz~-- - - _ ngineer~n
_ _ . - z _
- Planning _ . - =CL G BEDDING----...__...---
_ 87
_ - ~ rC ItOGtUre 2 - - -
- _ - IP @ 0.54 - - ~ WALKERTOWN WASTEWATER SYSTEM- PHASE 1
875 i44. z~~o~ - _ 350 N. Cox Sf, Ste.
_ - OUTFACE PROJECT 713 Nc. z~zo3
_ _ W. - - -
- _h - _ _ _ - - WINSTON-SALEM/FORSYTH COUNTY UTILITY COMMISSION since 1338 - NORT H C,4ROLIIJA
co _NO DIP JOINT WI HI II _ - -n „W _CREEK BAN S _ ~ - . _ _ I, _ - WINSTON-SfiI,EM - ~n~i~rD ~rT i ocrrrnhr ~
-
o z - z _z z - SWAINLANE UTFALL F
3 5
- - FROM; SWAIN LANE AT LOT 7D, BLOCK 3243 T0; SWAIN LANE AT LOT 20H, BLOCK 3243
45 OF SHEETS
19+00 18+00
15+0 16+00 11+00 12+00 13+00 14+00 17+00 6+00
10+00
FILENAME: Cl SH 35 SWO2
LAST SAVED: 6/13/01 3:13:40 PM

i
NORTHING FASTING MH STA
BLOCK 3243 19+25.33 878339.00 1659383.07
8 83 60 1859636.70 21 +79.64 7 57. i
I 23+78.57 878369.34 1653835.29
25+93.43 878431.19 1660041.06
29+13.87 878466.51 1660359.54
i
F
0 E 62 EIP
D a36 E S 3 68A T ` ~ ~
E C E S LORENE M. FLYNN R ~ E BEESON ~i ~ ANN ~ STEWART L, ISOM Z
S ~ ` ~ 889.26 SQ FT CONSTRUCTION EASEMENT 12,317.80 SQ F7 CONSTRUCTION EASEMENT ~ 13, o ' 7,854.03 SO FT CONSTRUCTION EASEMENT -
~ ` ~ 10,944.53 SQ FT PERMANENT EASEMENT 8,554.55 S(} FT PERMANENT EASEMENT r; 0 5,242.00 SQ FT PERMANENT EASEMENT ~ NN ~ ~ o a
~ ~ N ~ , EIP 21 D w ~ ° O ~
~ ~ 110 1 a ° I~- °
1 1 o ALMS S. & NANCY M. WINGFIELD, JR. z '
SARA ANN BEESON w~ ~ i ~o o ~ ~ ~ w
m, ~ ` ~ ODS ~ > o N WO ~ w ~
~ m ~ ~
a ~ 1 1 ~ ~ 1~ 1 ~ ~ ~ T \ ~ - NN ~ N MH5A \ U >
ti ~5~ ° ry Z M ti m ~,a ~ ~ \ U w Syr ~ Q 29+13.$7 \ ~
~ ~ z5 MH STA j MH STA _ r- - _ \ o ~ l 25+93.43 u +oo \ \
1~ N 1 19+25.33 SWAIN LN OUTFACE = ¢ 51LT FENCE cn _ - - - - zs~oa 3°-40' 19 E~ w w y ~ - 27+00 ° ~ N 8 \ \ ~ r ~ \ \ ZZ ~
~ I ~ r- P (TYP) 1 0+00 ROCKLANE DR OUTFACE ~ RIPRA cH w 0 0 D S ~ ~ WOODS ~Yp) gppN o 2s,p0 N83-40-19 , 74.83 - \ \ ~ ~ ~ 245.61'.-_..._~_..._.-.__-_- \ d
TBM I } ~ SPIKEIN 12 GUM 6.50 \ \ w0 w
L 2.02 E 90
H STA ~ N MH STA ~ ~ ~ , - a C ~ 1 -I N M wa 5 CONSTRUCTION .r ~ r'' .-16'14 ~ ~ WOODS ro \ \ N
o ~ 9 64~ 23+78.57 , - N 73 , 1 21 +7 . EASEMENT + ~ _ _ ..-ter 188.36 n ~ STONE ~~"-^-~---~X- ~i 6~~ - ~ N = 878,4x8.51 FENCE ~ 1~--~--
r r m / - - ~ 21+00 - - - .r - - - - ~ " 4.x00 r / ~ 85°-4 ~ o +00 , N 9+90 2 E =1,660,024.49
Q / / N 820E N 86 -36`-58 EZ ~ N N ~ / - P23.88 - ~ 30.43 198.93' r +q' NN ~ ti m ° N~ ^ RR IRON o N
/ 19 - - - - - - - - - 20 'PERMANENT EASEMENT ! ~ ~ N ~q' o N = 878,419.40 as z ~ Itl N , = N 7 E 1,660,283.75 ~
N N EIP ~ ~
/ / oAti ~ / / i-- 25'CONSTRUCTIONEASEMENT r TBM N ~ 87$,402.17 !1 II SPIKE IN 1 Z"GUM E = t,ssa,4as.7s Q
/ yh / / ro r r / ~ ~ tip`/ / woaDs EL 934,21 T H
~ / / / ~ TEMP U w ui
/ BRANCH ~ DIVERSION pROP 8" SANITARY SEWER / / (TYP) ~ ~ o Q
/ / / 0= Q U 4. D c4
~ / / TEMP SED TRAP / / i0k6X3' WI4' WEIR ~ 00
~ / ~ (TYP) C7 0_ ~ 3
/ a ° o
~ ~ tyro 0
s ~I, tiI~ o N o , o M
z ~ ro 61 ~ r
o a ° 21C } ~ m ~ m o
0 Z LLOYD G PRIDDY ~ JACK L, & DOROTHY P. PEACOCK ~ ~ & CHALMER PRIDDY ~ ~
Q ~ U ~
a
yy~g14flll1l B/ffd f
138.26' ~ ~0
. ~ y'~ .
EIP ` N = 878,175.29 _ `Or ~ s w~r'~
E =1,659,292.44 _ N = 878,176,83 E=1,659,598.71 ~r ;N j
. Oy u T' v1: ~J ar w~^%~ ~
_ - I `
MARTHA ANN ~ '~b ,,0 %,,f SPy,y?
KEY RENNET ' _ N = 878,178.57 E=1,660,014.64 /ful7lN~y
_ i
J Z J a a wz
~ Z ~ ~o dS ~ cs a m w
~ BLOCK 3243 z (C ~
N Z aQ 0 Q - _
r _Q J ~ h - } a - _ ~ o w ~ _ _ C~ >
z Z ~ U7 ~ ~ . ~ J
_ - r, o - - N = ~ - _ j O ~ Q- W ~
_ _ Q J : - - ~w~ - IJ., ~ W ~ Q ~ Z
Q ~ . ~ ~ _ U ~
_ _ _ - a - ~ ~t a: Q ~ w LC _ W Q W
_ - -N - - - - lu - - ~
II ~ - - _ ~ J ~ } Q _ _
J _ _ ~ _ _ _ - - ~ ~ w 0_ . _ . Y
_ . Q V. ~ ~ ~ - - - - ~ - f~
~.y _ r JJ _ - _ a - N 2 _ . Q w ~ u - - - Z Q J Z _
_ O W .dJ Q II _ W ~ ~ _1 _ - ~ _ - r -o J _ _ - ~ d - ~ ~ I- w - - _ - _ _ _ _ ~93 - - - . _ - 925 X935-
N W fY - - I... - _ a ~ a - _ .
JD r - ~ - - ~~Ir _ _ - - - `yyyyy~HllfUffffft - ff .
- - - Z Z - O . _ - 5.00 LF OF -
Q ~ ~ _ - - - - - Y - ~ c0 . ~ - -8° DIP @ 2.75 % _ - - _ - _ . - - _ ~ .w ~~r © t h A„/ ~ ry.i .J~
- - Q rmi 0 II _ _ . - ~ ~ ~ ~ IT i My'
_ ~ J I,q -0111 N W N o F- _ - - , W I - - 1J
- o + o to ~ _ - T . 02 -
_ - - - - - - ~i ~ N - - PRA _ ~ ~ ~ ui - - r;~~ d _ - ..v_. -
- RI - pF m _ _ N 01 - - ~o y~ - - - - - - - _ _ ~~f4 ~yy,
_ - - ~ 11 - _ ej - - _ 9 d ffffl11N1tlyyi
- - - . _ ~W.._-_ o u ~ _ ~ - - -
n ~ . j _ - - I
_ _ - - - - _ - - _ 1 = - _ - . _ _ - ~ 925 - _ - - - _ ~--.915-- -9 = - - 5 - - - N -
- - - - - 895 - 9 5 _ _ _ _ _ - - - ~ - - it - - - _ . - _ ~ II
_895----- - _ _ _
- r._
_ _ _ . _ - ' - -z -Z-__.....--- o f - _
. _ boo 0 - _ T ` ~ . 0 _ - - 64 ~ 3 -
- - _ - - _ :....-00 ~ - - p1P _
_ - o
_T v ~ Engineering f ~ -
~ _ NO DIP JOINT WITHIN _ REEK BANK - ~Z - - _ . II _ -
_ - - - OF _ - OF 8p @ 0.50 - - - ~ 3GA - _ 60 LF ° - -194.31 LF _ - - - - - - - ~ !I Z _ _ _ Piannin
_ DIP @ 0.50 _ . _ _ - . . _ _ _ - - - - OF - - - - - - ~ gLk REEK BA WN DI J IN WITHIN .M~~ za - - - - - - - g
_ _ _ ..co ~ - - - - -1 _ REEK BANKS _ ~0 - _ - z~ - - - - - - _a - -
- n - _ ~ _ ~ - ~ 885 9 _ _ -29 00- 915= - 905 =915--------- - - - - - - - Archrtecture
- WALKERTOWN WASTEWATER SYSTEM- PHASE 1
885 - - ~ N DIP J WT WI !N - _ - u - - - - - - - - - - ~ CREEK BANKS - I- u - o- - aso M ear st, ste. zs _ _ - QUTFALL PR4JEC~' 713 ,~n~% N c. ~7~a~
- w _ _ -
> _ z -Z o ...r ~
~ ~ ~ o _ _ _ _ WINSTON S,4LEM/FDILSYTH COUNTY UTILITY COMMISS 5fice 19x8
- - W._ p ~ ~ uJ • - - - _ - ~ M - - - WINSTON--SALEM NORTH CAROLIN.~
- a - - - m m Z . " _ T - - - - _ - nmm~ i nm ~ c+nr+minar 1 _
_ l Ul!(lil l L, ~~~ilvw 1 SHEET NO !
Z Z Y
Z Z - - - SWAIN LANE 0UTTALL
36
_ - - - - _CL C BEDDING-
- FROM: SWAIN LANE AT LOT 7D, BLOCK 3243 - - TO: SWAIN LANE AT LOT 20H, BLOCK 3243
_ - 5 OF SHEETS
28+00 27+00
- 21+00 22+00 23+00 24+00 25+00 20+00 19+00 26+00 .5+00
FILENAME: Cl SH 36 SW03 LAST SAVED: 617/01 9:18:07 AM

BLOCK 3243
MH STA NORTHING FASTING
~~o Ot00 878116.74 1657661.38
~~5 3-X55.07 878383.60 1657895.60
5 6102.72 878619.03 1657972.44
6183.26 878646.09 1658048.29 i
's 9t 18.14 878879.87 1658071.02
Qo
~3° 24
BOBBY L, & BETTY M, GARWOOD 0 fir, i 00
~a / / FA ~y5 / / /
0 y~ y
~ ~ / F9 / / Z
P / / p / / 0
~o, Q4 / / / ~'S, / i ~ 1
,gyp / / / / 0 w o
//A~ / / / a~ m
/ //A2 / / ~o
/ / / b° / / / /o~~ / / Z MH STA w
/ /yx° / / T TFALL - ~ 9+18.14 POINDEXTER S OU
/ / / / / 0+00 ROCKLANE DR OUTFACE °
/ / (CONTRACT 1) ~
/ / / / W
MH STA / / / / ~ ~
0+00 POINDEXTER STREET OUTFACE = / / / / 124+18.74 LOWERY MILL CREEK INTERCEPTOR / / / RANCy w ~
/ r / / 1 Q
/ / WOODS / / / ~ - hfER _ / ~ o - WooDS -
PROP 8" SANITARY SEWER -
- - - - _ - MH STA \ ~ / / o+oo - _
- / / - ~ 6+02.! 2 \ ~ / / / 1 \ 1.,. 37 LC r 0 / / /
- r )6 \ _ ~
/ assoT ENT -
BRANCH / - ~ ~ ST~NCT r \ ~\5 ~ / /8x04 / / \ ~ c°v 0 fY
/ - - - - - - - 25 CON I r' {q0 18"'p4 30 / / woOns s N , •.04 ~ / / ~ E / / ~ > > 0 N 18 \ TEMP / / ~.0~ / / \ \ ~ - - ~ o _
TD--~ - - - - - MH STA _ ~ - 2a7.s~' 287.6 _ _ ~ a, DIVt=RSION / / 05 ~ / \ \ \ \ - - / IJ S~ / . ~ 0 0 li
/ ~ - .3` - 3+55.07 - 1
F \ U .
\ / o / / \ ~ \ \ W w i ~ \ y ~ko / / / / \ \ l \ ~ w
V` / / _ _~y - °Y \ \ WOODS 0 r ¢ / TBM \ \ ~o \ ¢ ¢ U \ / / \
,,'S / - `0 l / ~ SPIKE IN 72" POPLAR ~ Z \ d ~ ~ ~P \ \ / U`_ \ cv \
/ / BRAN p / / 1~ / 9 \ ~ / / / EL 894.00 ~ \ ~ \ C7 w m \ / it ` U C3 [L
/ / TEMP SED TRAP MH STA \ \ N \ ~ 10'x6k3' W/ 4' WEIR \ / \ ~ U ~
/ / / PROP 17' SANITARY SEWER - / tnP) 6+83, /
~ / ~ ~ / / NCE ~ ~ SILT FE \ \ \ \ ~
~ r / mrPt \ \ ` ~5
/ ~ ~ \ \ 9~ \ } m a
~ ~ ~ ~ ~ / 6 ~ Z Y ~ ~1 \ ~
o ~ ~ \ w ~ 2 \ \ D ~ U
~ ~ s \ \ \
\ \ x ~ #Ifll#fff
\ \ 1 # #0 ,1 f
\ \
~ .o. ..a- 3 . ~
1 : o C ~ .Q. r V .N
• tJ.! R 4 :U,~ ~ ~ G
s ;o o:= p~.
G N G,. ,,f J P,1~ #fMr11N1~
(n } J ZJ
BLOCK 3243 ~ z WZ - ~0
O m wZ
If Z dQ Q ~ _ - Q ¢ U 11.1 Q - _
- - F Q
~ ~ - z Z Q _
- - -
- ~ r ~ > o ~ a. w ~ - - 0 w fY ~ w ~ p ~ Z
~ a _ - = Z -
-
_ . W az-3Q°v_ _ w~ w
m ~ > Q ~ as ? a Y ~ o ~ - ~ ~ - Q
- . a d p - W ~ . ~ u- W
- -W ¢ d~ 0 " o cn o_ W r r [L Z - - Y W w W D ~ o ~ ~ o _ _ U ~
r . _ _ _ _ o g _ Z Q Z
. _ ._v. _ . a - F- - - - ' ~ - - : - _ _ J ~ Q - - ~ rn o V CC - . - o p ~ , ~ 890 _ ~ =o II - - - -
- - a - - - _
890 - - U _ II ~ _ pj m - _ I- O W W ~ ~ O - - - flNllnhfff f
- - UJ Ill . • ~
QZ - - - R{PRAP - _ . z _ _ _ _ ~ _ _ r a _ -
_ ~ Y - - _ _ _ ~ ~ ...v_~_ ~ u~
~W - O W _ - - N" ~ -_xf I- • - - ~ QD . t3.V! u~
Q W _ } . W aD W J - ~ _ c7: 07
~ J pit _ W r
- _ . - - Z - - 1- -
- _ _ ~ W - X _ - _ _ ~ W W - W f1 _ . cn ~n ~ ~ - - _ _ _ ~ 11 ~ 11 - - - - - - - - - +'fffff ty1~4, _ _ Iflf 11
Q h _ - - - W Q m . °o-
- w O J ~ Q n - - _ - - - - - F 8,~ ~ ti.5e _ _ - _ 284.88 L - - - ¢
. - Imo.. W II _ QO ~ -.w - O Q ~ _ - _ ao ~ J - - 100 R _ _ _ _ - - - - - - - - u- - - - - _ r - - 880 - '
N a'- W W - - - - - - - _ _ - r_ ~ 0.54 LP OP a
- ~ O d' `G - - - - .w.... @ 0.99. to - _ __._-------_-_.--.o w - - -8+~ pIP w
_...r - _ - - _ _ _ - .__--_.__...N a _ _
- - _ - _ 247.65E OF8"@0. - _ - - - - ~ - I~ F- _ _ 11 'wU--...-_....-_._.._._. - -
- °p -tom it m ¢ ~ - - J
- ~ . -._.NO D J NT _ Il ~ - ~ ~ ~ ~ 0 - rn IP 01 - - ~ -h WITHIN GREE -11 - - - - - ----z Zp~- r` - - -
. - a - . ~ _ ANKS -Z - „ _ _ _ Engrneerrng
~n _ _ h - _ - . ao cu . -.-_w..._. - - - II - n o _ -z
_ - o~o - ao 8 - - n
- _ Q o ~ - _ Flannrng
LF F ~ - - _ - 35~.a > > _ z z -
- - - _
- - - _ _ - - - rc rtecture
- WALKERTOWN WASTEWATER SYSTEM - PH E - - - - 8fiU N. Cox Sf, Ste. 28
OUTFACE PROJECT 7138 Asn, N.C zrro~
- - - - - WINSTON SALEM/F02SYTH CO UNTY UTILITY COMMIS31[IN Since 1958
WINSTON-SALEM NORTHC~tROLIN _ - I
_ N W - - - SHEET NO.
-
- -OD - -
. II J 0 I- L. t0 POINDEAER STREET OUTFALL
_ ~Z~d `>-U II - 40
ZZWIY Z- - - _ - - - - - - FROM: LOWERY MILL CREEK INTERCEPTOR
_ w, _ N Nr 0 Z .Z _ - - T0: SOUTH PA OF LOT 203A, BLOCK 3242
OF SHEETS
4+00 5+oo o+o0 1+00 z+aa 3+00 7+00 8+00 00 fi+00 i
FILENAME: Cl SH 40 P01 LAST SAVED: 617101 9:37:07 AM

FILENAME: Cl SH 41 P02
LAST SAVED: 6/11/01 9:41:55 AM

BLOCK 3241 BLOC 3 K 242 MN STA N~ ?NTyING FASTING
/$+69.39 8T~~73 2.52 165845x, 5a
7B 2~+8x.12 BBnaxa.x~ 165
86x8.52
E. J. & DORTHY HOLCOMB 24+82.33 880114.69 1 - 658888.15
33,448.78 SO FT CONSTRUCTION EASEMENT 25f53.95 880x7 7.24 1658949.2a
~ 21.897.87 SQ FT PERMANENT EASEMENT Z 27+49.12 880122.30 1659139. 1 1
v~ / PLANTED STONE
~ ~ v N .880,890.07 ~
0 m" r E =1,559,242.51
J
FRANCES DILLON
~ ~ PROP 8" SANITARY SEWER
~ ~ 9,3fi8.49 SQ FT CONSTRUCTION EASEMENT Z
~ TBM SPIKE IN 12" MAPLE 6,263.61 SO FT PERMANENT EASEMENT ~
EL 920.21 TEMP ° ~ fA r r r
DIVERSION ' o 0 0 p \ °Ah W m ~ ~
~ MN STA ' MH STA o° ~ N N
/ 25 GQNSTRUCTI011 ~ / 21+80.12 CQNSTRUCTION EASEMENT \ ~ o ~ a ~ o 24+82.33 , ~ / o ~
/ \ ~ w
/ / N 67 -42 -Q5 E / / '.4+00 ` - 9\ 9 w z ~ ~ 2 I - 0 ~
5~.~,, 9F wU ' ERMANENT EASEMENT ~ ~ RIPRAP ~ Z O
/ / / - - - - - - - - 302.2i' ° 20 ' ERMANENT F.E / / 5'CONSTRUCTION, 'ONSTRUCTIONEASEMENT_ xo\ FENCE MARY ELSIE G. DILLON ~ ~
~ / / / 1 GATE ~ az w \ SILTFENCE ~ ww ~
/ (TYPj ° o ~ o
\ / 0 ~ wcn wQ w mF- ~U p)
~x~ / /ti ZW Z Z
~ ~ / .i-- BRANCH 6 O~ Ow ~
/ / / TEMP SEC / / 10k6'x3' W TEMPSEDTRAP 6~ x2 \ WOODS m w0 wu~i w 10k6'x3' W/ 4` WEIR 2y ~ \ 26+00 ` _ - ~ - ~ " +00 aC ~ ¢ o[ ac
\ _ 29 ~ ~ ~ ~ .
/ / / / \ _ 9-12.E ` 27 " ~ "'r 0- x.50° E N ~ 100`"~- r.,.---" 28k0 8°.51
/ / o~ WOODS O ~-~1 19238 N5 ~
/ /odd m~ \ MH STA _ i20s0 ~ k~7 m rv ~ 25+53.9 o
_ ~ r + Q Q~ r'^' gym r Z Tw
W00 DS / / / /
/ / / / Qek ~ MH STA m~ ~ ~ 1„ ~ FENCE 0 I I II
/ / / ~ / / / / ~ Q ~ - _ 27+49.12 _ _ _ - - a GATE (y 1 _ `..rte J Z r r ti.y rr. r._
/ / / / U
/ / / ~ ~ ~ ui ~ ~ ti.i -r
MH STA / / / / N a Q U ~ ~ ~ ~
18+69.39 / / / ry~x ~ ~ m
/ /oa ~ 78M Q ~ U a
/ 9x / / ~ / ~ W00 DS SPIKE IN 12' POPLAR ~
~ / ~ / EL 939.89
/
~ / 1 / ~ ~ }
/ / 1 j.. } m m m
/ / Ory Q p A~ ~ z Y
/ / p w ~ Z ~ O/y d O U
/ / ° ~ 9G
/
/ MARY ELSIE G, DILLON s~t~~??~~i~i~ ~~r A ~
~i / ~ / ~ ~ry / ~ P Nunn„~ r~Ir
~ ~ /
/ a'` / / ° ~ / w ~~yi
/ / c / 8B / ~ ~ Qr ~t
/ / ~J ~Z:~O p:
~ / E. J. & DORTHY HOLCOMB L~ / :r ~.~'d P?jQ~~ . d p ''4nuu•~'N
t~ G. '%,N ~P
Q1
~ I- } N 87s,340.2s ~ J Z ~
BLOCK 3242 N 879 E 1,65 E 1,658,951.92 ~ d- z LE1 Z
N - ~0
to ~ m WZ _ _ , Z d Q 0 ~ O i t5. _ - - r_..._._... U -
N - I--' 0....- _ ~ - _ r J ~ ~ Q Q -
- - p~ lh _ _ _ ~ ~ LU d 'j ct..._ _ (7 - Q Z Z 0 (n =
_._..._N ~ - ~ II - - _ w ~ ~
W_._._ _ . ~ .___.__r - -H p ~ ~ Q a LD ~ 1 J
~ ~ z ~ ~ - ~ w Q 0 Li_. - - z ..,v.
- _ w - - _ - -N _ _ _ ~ U Q
- - - _ - _ U - > Q
CO- _ r - - ~ Q ~
. - N . - _ ~ W
_ - _ - - - - LU ~
0 _ _ ~ 2 Z U ~ Z _1 ~ d. Q
20 - 930 - - 30-
W N - . . -
' r - . ~ ~ N ~ 0~ C7 . ~ i _
c"J Imo- - o ~ t N ~ ~ ~ \ .
_ t . N _ - N= ~ u ~ _ ~ _ . _ - . ~ c~
-a N ~ ~ i i II . - . _ - - _ . a as ~ J._-._. r ~sa ern - w a . a
w _ _ ca h=_._
_ e t
~ II ~~t+P+ri~~u~u~ o _
_ - - . _ - 1 ~ ..R PRAP- - - _
0 - _ - -moo - m - - 920
- - _ ~ a ao _ ~ - 02.21 tF OF a" @ 0.5Q ~ - - _ . ~ ~ o..___ ~ - - _ _
Y ~ - _ Qp Q _ _ ~9c~. - _ p
_ Q _ ~ _ - - - o _ E`GH .
- Z - - _ . W ~ a - - w - - - N _
_ - - W ~ _ _
- - ___..__....__.o _ i~ - -
- - by - - -
_ _ - pF 9 o .Z
- 31q ~ - > z _ F -
. TM w - _ o - ) efrng Z~lo: - - - -
L p1P _ - -
_9 . Planning
00 - _ - ~ - - - -900 - N dD - - ___--~s oa=_._ - _
r _ - - _ - N
II r p~ - - No DIP JOINT _ - : - - . . WALKERTOWN WASTEWATER SYSTEM -PHASE 1
_ _.__._._.o - ~...~WITHIN CREEK-~ - z 880 N. Cox St, Ste, 28
__n a .__-BANKS = - - - - DUTF.ALL PROJECT 7138 7 Asheb% N.G, ,27203 - - _......._..._._._.........._._.Z :Z_~~--._..._... - - -
_ II _rn
II W.INSTON-S,4LEM/FORSYTH COUNTY UTILITY COMMISSION SJnce 1338
--n - - WIN,4TON Sd1.fM ainnTCr n ~»nr rxr" I
- -
- CONTRACT 1, SECTION I
- - - SHEET NO. - - - - - i
z z--- - - P0111lDEXER S'REE
- - - - - - T OUTFALL
- - - _ FROM: LOWERY MILL CREEK INTERCEPTOR a---aF - - a- -.a.-- - 1 42
18+00 19+00 20+00 TO: SOUTH PIL OF LOT 203A, BLOCK 3242
21+00 22+00 23+00 24+00 FILENAME: Cl SH 42 P03 )0 25+00 26+00 27+00 OF 45 SHEETS
LAST SAVED: 6111101 4:07:04 PM