20060252 Ver 1_COMPLETE FILE_20060215

THE WOOTEN COMPANY
ENGINEERING PLANNINGi ARCHITECTURE
120 North Boylan Avenue Raleigh NC 27503-1423
919.828.0531 fax [phone]
TO: Division of Water Quality
401/Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
WE ARE SENDING: ® Attached
? Shop Drawings ? Prints
? Copy of Letter ? Change Order
F D
EB Y 5 2006
TRANSN I*U' r lALI
Transmittal Sent Via: UVCF(
? Regular Mail ? FedEx ® UPS
? Certified Mail ? Courier ? Pick-up
DATE: 2-14-2006 TWC No.: 2801-D
RE: Cape Fear Sanitary Sewer System Phase 1 b -
Gravity Sewer to Relieve Breckenridge Pump
Station and Service RTP Sites 23, 24, 26, & 27
? Under separate cover via _
? Plans ? Samples
? Other
COPIES I DATE I NO. I DESCRIPTION
1 7 1 1 1 USACE Permit Material for Nationwide 12 1
THESE ARE TRANSMITTED as checked below:
? For Approval ? Reviewed ? Revise and Resubmit
® For Your Use ? Rejected ? Submit Copies for Distribution
? As Requested ? Corrected ? Return Corrected Print
? For Review and Comment ? Other:
? For Bids Due [ j ? Prints Returned after Loan to Us
REMARKS: The sewer crossing across the blue line stream Kit Creek requires a Nationwide permit.
It our understanding that this permit is covered under a general permit and no written
concurrence from DWQ is required. Therefore, this submittal is simply a courtesy copy
for your records.
I trust the above information is sufficient; however, if you should any questions or
require information, please do not hesitate to contact us.
COPY TO: TWC file
the following items:
? Specifications
SIGNED:
D. Lee Campbell, E.I.
If enclosures are not as noted, kindly notify us at once.
Office Use Only:
USACE Action ID No.
(If any particu
1. Processing
!U
FEB 15 boll
DENR -WATER QW-
Form Version May 2002
DWQ No 20060252
No. item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
II.
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
1. Owner/Applicant Information
Name: Philli D. Stout - Director Facilities Desi n and Construction
Mailing Address: County of Wake P O Box 550
Raley h NC 27602
Telephone Number: 919-856-6365 Fax Number: 919-856-6355
E-mail Address: pstoutaa,co.wake nc us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: W. Brian Johnson P.E.
Company Affiliation: The Wooten Company
Mailing Address: 120A Boylan Ave.
Raley h NC 27603
Telephone Number: 919-828-0531 Fax Number: 919-834-3589
E-mail Address: bjohnson(a?thewootencompany com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project:_ Cape Fear Sanitary Sewer System - Phase 1B (Gravity Sewer to Relieve
Breckenridge Pump Station)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Morrisville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From 1-40 West: Take Hi hg?waY
55 South exit. Turn ri ht onto Highway SS and follow throu h Morrisville ast Tw
Alexander Drive) to Kit Creek Road Turn Left onto Kit Creek Road then right on Louis
Stephens Drive and follow to the project site
5. Site coordinates, if available (UTM or Lat/Long): See Attached
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 13.5 acres total disturbed area or sewer installation
7. Nearest body of water (stream/river/sound/ocean/lake): Kit Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 12
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Louis Stephens Drive right of way and wooded area
ollowinz along creek to Breckenridge Pump Station
10. Describe the overall project in detail, including the type of equipment to be used:__ Project
consists o approximately 5.450 LF of 30" 2,550 LF of 24" 620 LF of 18" 160 LE of 1 S"
1.150 LF of 14" and 1,679 LF o 10" sewer lines Equipment includes trackhoe and rubber
tire backhoe.
11. Explain the purpose of the proposed work: To remove the existing Breckenridge Pump
station from service to provide sewer service to a new subdivision and to serve Sites 23, 24,
25, 26, and 27 of the Research Triangle Park
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.
Communications via email with Todd Tu ell on Februa 28 2005 re ardin crossfn o Kit
Creek where sewer is above stream bed. Email stated that Nationwide 12 could be utilized i
natural stream.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
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
Page 7 of 12
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.
1. Provide a written description of the proposed impacts: Wetlands and creeks will be
impacted with the construction of the proposed gravity sewer as described below.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact*

Mechaniz
d Area of
Impact
(acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
yy1 e
clearing
Mechanized 0.18
Yes
325
Forested wetland
yy2 clearing 0.001 Yes 55 Forested wetland

* List each impact se parately and identify te mporary im pacts Im acts incl d b
are not I chanized
e
xcavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding clearing, grading, fill,
** 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 htto://www.fema og_v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: 0.181
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of
Site Number
(indicate on ma Type of Impact* Impact Stream Name**
linear feet)
S1 Utility crossing 40 Kit Creek
S2 Utility crossing 40 UT to Kit Creek
S3 Utility crossing 40 UT to Kit Creek
S4 Utility crossing 40 UT to Kit Creek
S5 Utility crossing 40 UT to Kit Creek
* List enrh i-,t c ...gel.. ,._a v__.•r
Average Width
of Stream
Before Impact Perennial or
Intermittent?
_(please s eci
12 Perennial
15 Perennial
15 Perennial
15 Perennial
15 Perennial
- r°-• r ?..+r -U WCUILIly Lemporary 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.
Page 8 of 12
** 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.ustzs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tor)ozone.com,
www.mgquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 200
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on ma
Type of Impact* Area of
Impact

acres
Name of Waterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

'k List each impart c f-t.. -A -.4- :a. .
--- -- Y»-• ?Y». ••• •? ?••?•, .,,,,,IL,Ly Lcmiputary Impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.): n/a
rroposed 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.
Crossings have maintained an angle as near perpendicular as possible to minimize ipm a ct
In addition, construction corridor across wetlands and streams have been reduced to 40 feet
maximum.
VIII. Mitigation
Page 9 of 12
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/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc-us4wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify ??
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet
Multiplier
Required
Mitigation
1 3
2 1.5
Total
cone i extends out su teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 1 I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

? W 44
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Site coordinates
S I - 35°51 '14 " N, 78 05325 " W
S 2 - 35°50'46" N, 78 °52'50" W
S 3 - 35°50'46" N, 78°5238" W
S 4 - 35°50'47" N, 78 °5236" W
S 5 - 35°50'49 " N, 78 °5226" W
W 1 - 35°51 '11 " N, 78 05331 " W
W 2 - 35°50'46" N, 78 °52'30" W
? j 2606
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Conservation Easement Impact
Impact to Conservation Easement (shown as "C 1" on sheet 3) will be total area of 261
square feet (.006 acres). We do not see a practical alternative to this design due to its
proximity of the railroad, existing gas line and easement, and the existing sewer lines that
the new line will connect to. Note that impacts to the conservation easement will include
necessary clearing for construction and regular maintenance. The actual sewer line will
not be in the conservation easement, which will help minimize the impact. This impact is
approximately shown on the recorded conservation easement map (attached) by Chas H.
Sells.
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CURVE LENGTH RADIUS DELTA CHORD WEARING
CI 253.91 1807.73 283.8)
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CONSERVATION EASEMENTS
CEDAR FORK TWS'P.. WAKE COUNTY, N.C.
CURRENT OWNER: AS SHOWN
PREPARED FOR
RESEARCH TRIANGLE FOUNDATION
OF NORTH CAROLINA, INC.
CHAS. H. SELLS, INC.
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40
Office Use Only:
USACE Action ID No.
(If any particular item is not
1. Processing
@P=0WR b
FEB 1 5 2006
DtNK - `NA
WETLANDS AND STORMWATER BRANCH
_--DWQ No.
ale to this project, please enter "Not
2 Form Version May 2002
000-0252
or "N/A".)
1. Check all of the approval (s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Philli D. Stout -Director Facilities Desi n and Construction
Mailing Address: County of Wake P O Box 550
D_1__h NC 27602
Telephone Number: 919-856-6365 Fax Number: 919-856-6355
E-mail Address: [e-mail]. nc us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: W. Brian Johnson P.E.
Company Affiliation: The Wooten Company
Mailing Address: 120 N. Bo lan Ave.
D-7-;-7-
, NC 27603
Telephone Number: 919-828-0531 Fax Number: 919-834-3589
E-mail Address: biohnson(a thewootencompany com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Cape Fear Sanitary Sewer System - Phase IB (Gravity Sewer to Relieve
Breckenridge Pump Station)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Morrisville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From I-40 West. Take Hi,?hway
SS South exit. Turn ri ht onto Hi hw SS and follow through Morrisville (past Tw
Alexander Drive) to Kit Creek Road Turn Left onto Kit Creek Road then right on Lours
Stephens Drive and follow to the protect site
5. Site coordinates, if available (UTM or Lat/Long): See Attached
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 13.5 acres (total disturbed area for sewer installation
7. Nearest body of water (stream/river/sound/ocean/lake): Kit Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state nc us/admin/maps/.)
Page 6of12
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Louis Stephens Drive right of wav and wooded area
ollowinz along creek to Breckenridge Pump Station
10. Describe the overall project in detail, including the type of equipment to be used: Project
consists o approximately 5,450 LF of 30" 2 550 LF of 24" 620 LF of I8" 160 LF o 15
1,150 LF of 14 ". and 1 679 LF of 10" sewer lines Equipment includes trackhoe and rubber
tyre backhoe.
11. Explain the purpose of the proposed work: To remove the existing Breckenridge Pump
station from service to provide sewer service to a new subdivision and to serve Sites 23 24
25. 26, and 27 of the Research Triangle Park
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.
Communications via email with Todd Tu ell on Februa 28 2005 re ardin cross in o Kit
Creek where sewer is above stream bed. Email stated that Nationwide 12 could be utilized j
natural stream.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
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
Page 7 of 12
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.
1- Provide a written description of the proposed impacts: Wetlands and creeks will he
impacted with the construction o the ro osed ravi sewer as descrihed below.
2. Individually list wetland impacts below:
Wetland Impact

Site Number
indicate on ma)
Type of Impact*

Me
h
i
d =Of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
W1 c
an
ze
clearing 0.18
Yes
325
Forested wetland
Mechani
d
W2 ze
clearing 0.001 Yes 55 Forested wetland

* List each impact se parately and identify t emporary im pacts Im acts i I d b
p nc u e, Mare not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.fema Gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: 0.181
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact L

Site Number
ndicate on ma)
SI
Type of Impact* ength of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
Utility crossing 40 Kit Creek 12 Perennial
S2
Utility crossing 40 UT to Kit Creek 15 Perennial
S3
Utility crossing 40 UT to Kit Creek 15 Perennial
S4
Utility crossing 40 UT to Kit Creek 15 Perennial
SS
Utility crossing 40 UT to Kit Creek 15
Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 8 of 12
** 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 200
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on ma)
Type of Impact* Area of
Impact

(acres)
Name ofWaterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

+ T icr ?h ..r e?. ..a a_ .. c.
• r ?• o..ru•au.y w G 1-1-ty rcuipurary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
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.
Crossinu have maintained an an-le as near perpendicular as possible to minimize impact
In addition, construction corridor across wetlands and streams have been reduced to 40 feet
maximum.
VIII. Mitigation
Page 9 of 12
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/newetlands/stnnizide.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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.uslwm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s ware feet
Multiplier
Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
'Of
/Z
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
W o4
Page 12 of 12
Site coordinates
S 1 - 35°51 '14 " N, 78 05325 " W
S 2 - 35°50'46" N, 78 °52'50" W
S 3 - 35°50'46" N, 78 °5238" W
S 4 - 35°50'47" N, 78 °5236" W
S 5 - 35°50'49" N, 78 °5226" W
W 1 - 35°51 '11" N, 78 053'31 " W
W 2 - 35°50'46" N, 78 052'30" W
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Conservation Easement Impact
Impact to Conservation Easement (shown as "C 1" on sheet 3) will be total area of 261
square feet (.006 acres). We do not see a practical alternative to this design due to its
proximity of the railroad, existing gas line and easement, and the existing sewer lines that
the new line will connect to. Note that impacts to the conservation easement will include
necessary clearing for construction and regular maintenance. The actual sewer line will
not be in the conservation easement, which will help minimize the impact. This impact is
approximately shown on the recorded conservation easement map (attached) by Chas H.
Sells.
(Nage 1 of 1)
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EASEMENT DEDICATION
CONSERVATION EASEMENTS
CEDAR FORK TWS-P., WAKE COUNTY, N.C.
CURRENT OWNER: AS SHOWN
PREPARED FOR
RESEARCH TRIANGLE FOUNDATION
/?R?(( CHAS. H. SELLS. INC.
{p}5 6alrm.r rIm®a .6.16rr w wnemr.sr
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1 !u.?.re e. -/- I -.- I 02-730 1
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41111,

COUNTY OF WAKE
NORTH CAROLINA
CAPE FEAR SANITARY SEWER SYSTEM
RMOFCA"
"WM4 uw
ftff" Ode
g, ro wr
g?:;
DENN Slog
- PHASE 1 B
(GRAVITY SEWER TO RELIEVE BRECKENRIDGE PUMP STATION
AND SERVICE RTP SITES 23,24,26,& 27)
MARCH 2005
A PROJECT OF THE WAKE COUNTY
BOARD OF COMMISSIONERS
4

THE WOOTEN COMPANY
ENGINEERING I PLANNING ARCHITECTURE
120 North Boylan knue Raleigh NC 27603.1423
919.828.0531 fax [phone]
CARY PROJECT NUMBER: 05-SP-048
SITE DATA
10" RECLAIMED WATER MAIN - 715 LF
NR RELEASE MANHOLE - 1 UNIT
30" GRAVITY SEWER LINE - 5,450 LF
24" GRAVITY SEWER LINE - 2,550 LF
18" GRAVITY SEWER LINE - 1,595 LF
15" GRAVITY SEWER LINE - 160 LF
14" GRAVITY SEWER LINE - 1,150
10" GRAVITY SEWER LINE - 1,795 LF
W DIA. MANHOLES - 8 UNITS
5' DIA. MANHOLES - 36 UNITS
4' DIA. MAHNOLES - 10 UNITS
SHMT NO.,OF 0
.., .
L CONTRACTOR SHALL NOTIFY THE TOWN OF MONpVLLE PUBLIC UTLIIES
DEPARTMENT.TOWN OF CARY ENGINEERING DEPARTMENT AND ENGINEER 46
HOURS PRIM TO COMMENCING CONSTRUCTION OF GRAVITY SEWER LIES
L THE NEW SEWER LIES SHALL E CONSTRUCTED N ACCORDANCE WITH
THE TOWN OF CARY STANDARD SPECIFICATIONS AM STALL
3. CONTRACTOR SHALL SEED, MULOL AND TACK ALL DISTURBED AREAS WITHIN
FIFTEEN 115) DAYS AFtt]t BA KMLNG TIMM AL SEME1 TA71011 CONMOL
MEASURES SHALL BE KEPT N OPERABLE CONDITION UNTIL. A STAG OF GRASS
S ESTABLISHED AND THE AEA B CAPABLE OF IFSISTNG ERDW011 BY
WIND AND RAIL
4. PROVIDE STONE OR RIP TO STABILIZE STREAM ON CREEK AT SEWER
LINE CROSSING AS INDICATED. RP-RAP SHALL E PLACED FROM TOP W
BANK TO TOP OF BAN( TO DEPTH OF W.
5. AT A E/IKIL THE LIMITS ARE THE WIDTH OF THE
PERM004M EASEMENT, THE CONTRACTOR S LIMITED TO A MAXIM CLEA NG
LIMIT EQUAL TO THE TEMPORARY EASEMENT WIDTH, UNLESS OTHERWISE INDICATED.
TREES WIITN THE CLEARING LIMITS WILL LE CLEAR CUT AT GROUND LEVEL.
CONTRACTOR MAY CHP'1RE>s ON SITE AND SPREAD CEPS ALONG THE OEAWR
LIMITS. STOPS AND OTHER EXCAVATED MATERIAL MDT CHIPPED MUST BE DISPOSED
OF OFF SIM BURY WILL MDT E PERMITTED ON SINE.
L ALL EXCAVATED WOOD AND WOOLS SHALL E DISPOSED OF OFF SITE BY
THE CONTRACTOR BURY WILL MDT BE MmiTTED On ME
L CLEM SITE ONLY AS NECESSARY TO N JLL EROSION CONTROL DEVICES
AS INDICATED ON THE DRAWNGS.INSTALL TEMPORARY EROSION CONTROL
DEVICES AS SHOWN ON PLANS
L NOTFY ENGINEER AND HCDEWL. LAND QUALITY SECTION AT OLIN 571.47M
FOR SITE INSPECTION. PRIOR TO COM ENCNG MAIN CONSTIRIMM
OPERATIONS
1 DICE EROSION CONTROL DEVICES ARE APPROVED, EEg1 CONSTRICTION
OPFNATIOM CLEAR ONLY AS NECESSARY FOR INSTALLATION OF SEWER,
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION
OF GRAVITY SEWER ASPECT DEVICES AFTER EVERY RAINFALL EVENT AND
OEAIOIT TRAPS AND/OR CHECK DAMS WHEN HAILF FULL
S AS CONSTRUCTION PROGRESSES. INSTAL ADDITIONAL EROSION CONTROL
DEVICES AS INDICATED ON THE DRAWINGS. CALLED FOR IN SPECIFICATIONS,
OR AS DIRECTED BY ENGINEER
L STABILIZE AREAS WITHIN FIFTEEN (15) WORKING DAYS AFTER CROSSING 6
COMPLETED. STAMM WITH VEGETATION AS SFECFED.
7. CONTRACTOR SHALL TAME PAECIIIIIOIIS NTT 10 007M L7I911D 7. AFTER SITE S STAN Om REQUEST M INSPECTION BY THE ENGINEER. WON
APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL
PROPERTY CORER MARKERS. ALL DISTURBED PROPERTY COMER
YARIERS ARE TO E REPLACED BY A REOSTENED LAD SURVEYOR. DEVICES. DRESS OUT AREA AD SEED AND MLLOL
L ALL ELEVATIONS SIMM ON THESE DRAMIGS ARE ON NCGS DATUM
9. EXISTING UTILITIES J,IRE LOCATED ON PLANS APPROXWTELY. NOTIFY UTILITY
LOCATING SERVICE TO.MARK LOCATION OF DOSM UTILITIES AT LEAST 48 ®CONSTRUCTION SEQUENCE FOR TIE-IN 0 EXISTING
HORS PRIOR TO' COMMENCING CONSTRUCTION ACTIVITY. CONTRACTOR
REsPaIsBE FOR VERIFYING; EXACT, LOCATION OF THESE EXISTING UTIITES. PUMP STATION & EXISTING DOWNSTREAM SEWER
THE COST TO REPAIR THESE FACLItEb, IF DAMAGED SHALL E 7HE

RESPONSIBILITY. 0 Of I Ti[DOITRAICTON L COIF DRILL EXIST DOWNSTREAM MAWNOLE AND INSTALL NEW GRAVITY
SEWER FROM EXISTING MANHOLE TO DOGHOUSE W LDO NOT OAT
I-COSTRUCTON LINTS AE TO THE EDGE OF THE TEMPORARY CONRTBK IIOM EXISTING SEWER N DOGHOUSE MANHOLE AT THIS TIME. TEMPORARILY PRIG H
EASEMENT. NO CONSTRICTION ACTIVITIES; SHALL OREND BIEV THESE LINTS NEW 30' SEWER AT COSTING MANHOLE
IF ADDITIONAL LAG S REQUIRED FOR BORROW ON WASTE, MATERIAL LAY-00011
OR STAGING AREAS. TEEN THE EROSION CONTROL CONTRACTOR SHALL L INSTALL NEW GRAVITY SEWER FROM DOGHOUSE W B TO W 34 AND FROM
E RESPONISBLE FoR SECLNN: THESE LAGS AD EROSION CONTROL PEAR. W 39 TO THE EXISTING BREC ENIIO6E PUP STATION PER PUN (EXTEND TO S'
FROM EXISTING FENCE AND TEMPORARILY PURL INSTALL RECLINED WATER LINE
TL CONTRACTOR SHALL NOT ENTERAL STU! EBSTIIG CONSERVATION EASEMENTS TO SAE PONT.
AS SNDWN ON RAN S '
CONNECT E' TEMPORARY SEWER FROM W 42 TO PREVIOUSLY (STALLED tY
IL MAXIKM CONSTRUCTION CORRIDOR WIDTH SHALL E 40 FEET AT ALL STREAM TEMPORARY SEWER AT PROPERTY LINE.
AD/OR WETLAND CRURSNGS. .
1.IEW INSTALLED CRANKY SEWER SMALL E PARTIALLY CERTIFIED BY ENGINEER AO
11 NO CHANGES TO-ANY ASPECT OF. THIS SITE FUN.NCLDNG BUT MDT.LMTED T06 ACCEPTED BY THE TOWN OF CARY PRIOR TO INSTALLATION Of REMAINDER OF PROJECT.
LA OSCAPFIG, GRADING. BUILDING ELEVATIONS ESPECIALLY COLORS). LIGHTING.
OR U1l1TES WILL E MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT FIE 5. ONCE CERTIFIED, REMOVE TEMPORARY PLUG N EXISTING MANHOLE
GROW OF THE DEPARTMENT OF PLANING NO EVELOPIFNT ND CUT EXISTING SEWER THROUGH DOGHOUSE W AT THIS TAE,
Q TREE PROTECTION NOTES
L RBM NE PLUG AND CONNECT PREVIOUSLY INSTALLED TEMPORARY 15- SEWER TO EXISTING
MMIDLE ON SOUTH SIDE OF STATION, DIVERT WASTEWATER INTO TEMPORARY SEWER
PUG EXISTING S• SEWER TO PUP STATION IN EXISTING MANHOLE. COORDINATIE
DIVERSION WITH TOWNS OF CARY AND MORRBVLLL
I. TREE PROTECTION FENCING SHALL E PROVIDED ALONG AL
CLEARING/CONSTRUCTION LIMITS OUTSIDE OF RAW. ALL OPEN SPACE,
PER I ETER BUFFERS AND OPEN SPACE THAT CONTAIN NATURAL FOREST
AREA OUST REMAIN WOODED AD FENOD OFF FROM ACTIVE DEVELOPMENT
WITH THEE PROTECTION FENCE- SEE SHEET NL IS FOR FENCING WTAIL
L THE TREE PROTECTION FENCE SHALL E MAINTAINED ON THE SITE U TL ALL
SITE INOW( S COMPLETED AND THE FINAL SITE INSPECTION S SC EDILE.
THE FENCING SHALL E REMOVED PRIOR TO FTMR SITE INSPECTION.
7. COFLETE REMAINDER OF WORK O.E. CONNECTION AT PUP STATKN, DEMOTION OF
ERSING FA7ITIM NEW METERING STATIONS ETC.). ENGINEER SHALL COMFY
REMAINDER OF NEW SEWER
L ONCE CERTIFIED AND UPON APPROVAL BY TOWN OF CARY. REMOVE PLUG IN EXISTING
MANHOLE ON SOUTH SIDE OF PIMP STATION AND WASTEWATER SHALL E DIRECTED
INTO THE NEW II' SEWER, ONCE WASTEWATER S REDIRECTED PERMAENYLT PLUG
TEMPORARY SEWER N MANHOLES ON BOTH ENDS. REMOVE A IP SECTION OF TEMPORARY
SEWER FROM EACH END AND PERIWENTLT PLO- REMOVE TEMPORARY MANGLES TO
OEPM OF J BELOW EXISTING GRADE AD FILL WITH SAD TO EXISTING GRADE.
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TO DRAWINGS
MM TO DRAWNNMS ALOCATIDN MAP
90' GRAVITY SEWER - STA 10+WM TO STA. 23+00
90' GRAVITY SEWER - STA 29+ Do TO STA 98+00
SO' GWWRY SEINER - STA 38+ DO TO STA 52+00
90' NO 24' GRAVITY SERVER - STA E+00 TO STA 58+00
2C GRAWTY SEINER - STA UR+00 TO STA 80+00
21'.18', AND 10' GRAVrtY SEWER - STA BD+DO TO STA 92+00.00
NO STA10+00 TO 11+18.50
iP GRAVITY SEWER - STA 02+00 TO STA 108+48.20
EIFIECIOMM FLOW STATION STILE Rm AND 15'TEifaww
LINE
10' GPAVRY SEINER OOU.ECIION LM
WAND 10' GRAVITY SEINER COLLBL'IION U NE
W CREEK CR09SM DETAILS
METERING STATION AND DETALS 0 EX 9RECKegomE
PUMP STATION
HECTRICN.RANS,SCHMILL ,ANDFMG
SEWER AND EROSION CONTROL. DETAILS
VKV%IY MAP R IRMLA&CU WATER MANN DEMOS
NOT 10 SCARE
LOCATION MAP
SCALFI T - 500
NIN4_ Owl-
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