20031338 Ver 1_401 Application_20031029

Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
ct Iber 29, 2003
WETLANDS 1401 GROUPO
S&EC Project #02-7451
O C T 2 0 2003
WATER QUALITY SECTION
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
Attn: Ms. Andrea Wade Attn: Mr. John Dorney
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, North Carolina 27615 Raleigh, North Carolina 27604
RE: Request for Nationwide Permits 12 & 39, 401-Water Quality Certification,
and Neuse Buffer Compliance for the Proposed Phase of Rutledge Landing
Residential Subdivision
Knightdale, Wake County, North Carolina
Dear Ms. Wade and Mr. Dorney:
On behalf of R and D Development, LLC (property Owner), we request
authorization from the US Army Corps of Engineers (USACE) to utilize
Nationwide Permits (NWP) 12 & 39 for the proposed project to cover permanent
stream channel and wetland impacts resulting from road crossings, driveway
crossings, and lot fill and temporary impacts resulting from utility line installation.
In addition, we also request a 401-Water Quality Certification and written
concurrence from the NC Division of Water Quality (NCDWQ) that the project
complies with the Neuse Buffer Rules. A Pre-construction Notification
Application (PCN) is attached as well as an Agent Authorization Form.
The site is approximately 129-acres in size and is located south of Knightdale,
approximately 5,000 feet east on Poole Road (SR 1007) from the intersection of
Poole Road and Bethlehem Road (SR 2049). The site is bordered to the west by
Poplar Creek and to the south by Poole Road. The property extends north from
Poole Road approximately 27,000 feet. Please refer to the USGS Location Map for
the location of the property (Figure 1).
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hicko1y Office:
622 Coon Mountain Lane
Taylorsville, NC 28681
Phone: [phone]
Fax: [phone]

October 29, 2003
S&EC Project #: 02-7451
Page 2 of 3 .
S&EC personnel did not conduct the fieldwork for the project and was not
provided with a USACE approved delineation map, therefore, no Action ID #'s are
known for this property. A Neuse Basin Riparian Buffer determination was made
by Mr. Steve Mitchell from the NC-DWQ on March 18, 2000 pertaining to
features occurring .on the property. The determination concluded that one pond, an
intermittent channel located below the pond, Poplar Creek, and an unnamed
tributary to Poplar Creek are subject to the Neuse Basin Buffers (NBRRO 00-049).
A copy Mr. Mitchell's letter is attached. Based on information provided by
McIntyre & Associates, S&EC submitted a permit application for a road crossing
and sewer line crossing (NWP 12 & 14) on February 13, 2003. On July 17, 2003,
401-certification was received (DWQ Project #03-0165) for the above referenced
impacts, but a 404 permit was not received. Ms. Andrea Wade of the USACE
requested a site visit to evaluate the proposed impact area. During this site meeting
it was determined that a tributary existed that had not previously been shown
draining into the perennial stream with proposed impacts. This tributary has since
been delineated and surveyed by another consultant and is now shown on the
attached impact maps.
We understand that the 401-certification is not valid without the 404 permit and
that the 401 was not valid for the previously undelineated tributary and wetland.
This application attempts to quantify all of the known impact areas and request
permits :for those areas. The previous permit application requested approval for 65
linear feet of perennial stream impacts related to a road crossing and 22 linear feet
of perennial stream impacts related to a sewer line crossing. Buffer impacts for
these impacts were approved. The information included in this permit application
was provided to our office by McIntyre and Associates for the purpose of
submitting a permit application.
The proposed project is a single-family residential development that consists of the
construction of roads required to provide access to the northern portion of the
property from the existing southern section of the property (Impacts 1, IA, and 4)
and an adjoining property to the north of the property (Impact 5). Lot fill is
required in order to maximize buildable space (impact6). Two residential
driveway crossings are required in order to access two lots that do not otherwise
have access (Impacts 2 and 3). The proposed road crossings will impact 65.1
linear feet of perennial channel and 351.8 linear feet of unimportant/intermittent
channel. Wetland impacts resulting from road construction will total 0.059 asp.
Wetland impacts due to proposed lot fill will total 0. 2 cre. Proposed impacts to
unimportant/intermittent stream channels due to driveway crossings total 27.6
October 29, 2003
S&EC Project #: 02-7451
Page 3 of 3
linear feet. Proposed impacts resulting from sewer installation total 22 linear feet
of perennial channel (as previously permitted by DWQ) and 0.034 acre of wetland
area.
No mitigation is proposed for this project because wetland impacts are less than
1/10 of an acre, and permanent impacts to perennial, buffered stream channels are
less than 150 linear feet. Buffer impacts were previously approved and impacts
were less than 1 /3 acre, therefore, buffer mitigation was not required. If mitigation
is required the applicant proposes payment to the NC-WRP.
Sincerely,
Sean Clark
Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
USGS Site Vicinity Map
Impact Maps (4 maps)
Copy of DWQ Buffer Confirmation Letter (3/28/00)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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&39
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: R and D Development, LLC Attn: Don Perry
Mailing Address: 4938-B Windy Hill Drive
Raleigh N.C.27609
Telephone Number: [phone]
E-mail Address:
Fax Number:
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: Sean Clark
Company Affiliation: Soil and Environmental Consultants
Mailing Address: 11010 Raven Ridge Road
Raleigh N.C. 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: sclark(cr-)sandec com
Page 1 of 9
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: Rutledge Landing Residential Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1762082840, 1752897869, 1752985801,
1752980627.
4. Location
County: Wake Nearest Town: Knightdale
Subdivision name (include phase/lot number): Rutledge Landing Residential Subdivision
Directions to site (include road numbers, landmarks, etc.): The site is located south of
Knightdale approximately 5000 feet east on Poole Road (SR 1007) from the intersection of
Poole Road and Bethlehem Road (SR 2049). The site is bordered to the west by Poplar Creek
and to the south by Poole Road. The property extends north from Poole Road approximately
27,000 feet.
Site coordinates, if available (UTM or Lat/Long):
Inset A-Impacts 1-4: 035°45'15.93"N / 078°27'26 48"W
Inset B-Impacts 5&6: 035°45'18.91"N / 078°28'1.74W
(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): ±128.15
7. Nearest body of water (stream/river/sound/ocean/lake): Poplar Creek
8. River Basin: Neu
Page 2 of 9
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1 300'
300 0 300 600
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//l12o.enr.state.nc.us/admin/mat)s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Phases I and II of the project have previously been
developed The proposed phase of Rutledge Landing is primarily forested.
10. Describe the overall project in detail, including the type of equipment to be used: The
project is a single-family residential development with associated utilities (i.e. roads, water
lines sewer lines etc) Equipment used for the construction of the property will consist of
heavy machinery typically utilized for such work
11. Explain the purpose of the proposed work: The proposed subdivision will provide
additional housing for the area The proposed roads are needed to provide access to the
property and to connect all portions of the site The impacts to the tributary previously not
shown are according to the project engineer, required in order to meet the local municipality
requirements
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.
S&EC personnel did not conduct the fieldwork for the project and was not provided with a
USACE approved delineation map therefore no Action ID #'s are known for this property. A
Neuse Buffer determination was made by Mr. Steve Mitchell from the NC-DWQ on March 18,
2000 pertaining to features occurring on the property. The detennination concluded that one
pond an intermittent channel located below the pond Poplar Creek and an unnamed tributary to
Poplar Creek are subject to the Neuse Basin Buffers (NBRRO 00-049). A copy Mr. Mitchell's
letter is attached Based on information provided by McIntyre & Associates S&EC submitted a
permit application for a road crossing and sewer line crossing (NWP 12 & 14) on February 13,
2003 On July 17 2003, 401-certification was received (DWQ Project #03-0165) for the above
referenced impacts but a 404 permit was not received. Ms. Andrea Wade of the USACE
requested a site visit to evaluate the proposed impact area During this site meeting it was
determined that a tributary existed that had not previously been shown draining into the perennial
Page 3 of 9
stream with proposed impacts. This tributary has since been delineated and surveyed by another
consultant and is now shown on the attached impact maps
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.
Based on the information provided to S&EC no future permits should be required for this
project.
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.
1. Provide a written description of the proposed impacts: Requested permits are for proposed
impacts resulting from residential road crossings driveway crossings and lot fill (see overall
impact map and inset maps). Stream Impact 1 will cross a perennial stream and then run
parallel along the centerline of a non-buffered unimportant/intermittent stream channel
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no) linear feet
5 Permanent 0.059 No 350 Emergent (herbaceous
cover only)
6 Permanent 0.012 No 350 Headwater
Forest
7
* Temporary 0.034 No 450 Headwater Forest
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.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: +/- 2 acres
Total area of wetland impact proposed: 0.105 acres
Page 4 of 9
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please secify)
1 Permanent / 65.1 UT of Poplar Creek t 9' perennial
Culvert
IA Permanent / 290.5 UT of Poplar Creek t 3' Intermittent
Culvert
2 Permanent / 13.8 UT of Poplar Creek ± 3' Intermittent
Culvert
3 Permanent / 13.8 UT of Poplar Creek f 3' Intermittent
Culvert
4 Permanent / 61.3 UT of Poplar Creek ± 3' Intermittent
Culvert
8 Temporary 22 UT of Poplar Creek +91 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.
** 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.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.malquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 466.5 linear feet
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 Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
N/A
* List each impact separately and identify temporary 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 snaps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., darn/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.): N/A
Page 5 of 9
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 proposed road and driveway crossings will impact a non-buffered unimportant/intermittent
stream. Wetland impacts total less than 1/10 of an acre The proposed impacts are required in
order to connect the northern portion of the property to the southern portion and to an existing
development to the north.
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/ncwetiands/stnn,gide.btml.
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,
Page 6 of 9
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.
Because permanent impacts to wetlands are less than 1/10 acre and permanent impacts to
perennial streams are less than 150 linear feet no mitigation is proposed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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
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.
Page 7 of 9
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .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.
Road Crossing Impacts
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3895 3 NA
2 2609 1.5 NA
Total 6504 NA
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.
Utility Line Crossing Impacts
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1302 3 NA
2 802 1.5 NA
Total 2104 NA
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 213 .0242 or.0260.
No buffer mitigation is proposed because the resulting permanent impacts are less than 1/3 acre
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The resulting impervious surface area will be less than 30%, therefore no stormwater elan has
been submitted.
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.
Page 8 of 9
The subdivision will utilize sanitary sewer for wastewater treatment.
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).
NA
&K October 29, 2003
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
® Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: ,,'e/oPn,7e rc-LC
Address:
/ _?t.(e`, 2760 9
Phone: (9 N) 8 76 ` ZZo O
te•??r<<j!
Project Name/ Description: ec51-6
Date: I / C,//7l6-,Z,
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: 4n J,(/ W,Je-
Field Officer le; g?
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The N day of
Jl. .l Ke, r.? _
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staf ou s o d call S&EC
to arrange a site meeting prior to visa n the site.
TZG ???o Fir`, L ? ? -
?-
Print Property Owner's Na e Property Owner's ignature
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27641
cc: Mr. Sean Clark
Soil & Environmental Consultants, PA
Charlotte Office:
PMB 291, 3020-I Prosperity Church Road
Charlotte, NC 28269-7197
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office;
910 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
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y ? NORTH CAROLINA DEPARTMENT OF
}? ENVIRONMENT AND NATURAL RESOURCES
6•®ENR DIVISION OF WATER QUALITY
?` March 2$, 2000 RALEIGH REGIONAL OFFICE
` Mack Mc Intyre
?... JAMES B.-HUNT JR... : Parker and Associates .
- GOVERNOR post Office box 78377
°. - Raleigh, N. C. 27658
0
.
L
' Subject. Neuse Qiver Basin
OLMAN
1
L
H
SECRETARY Riparian buffer Qu!es
N13QQO 00-0049
Poole Road @ Poplar Creek
Don Perry Tract
1(ERR T?&TEVENS? - Wake Count

- DIRE
CTOR y
C Dear Mr. Mc Intyre:
I have reviewed the material sent to this on March 8, 2000. The features represented on the Wake County Soils and
?t the L15C8 maps were evaluated to determine their subjectivity to the Neuse Buffer Rule. This specific project is
referenced by this Office as NBQQO 00-049.
,, T+ It uas determined that the there is a named creek (Poplar Creek), an unnamed tributary and a pond represented en
the maps that are present on the ground and therefore subject to the Neuse Qiver Basin: Nutrient 6ensitive Waters
Management Strategy; Protection and Maintenance of Existing Qiparian Areas, Administrative Code T15A:0215.0233
(NCAC 0233). It was determined that the feature that emanates from the pond becomes an intermittent stream and
therefore subject to the Neuse Qiver Basin: Nutrient Sensitive Waters Mana8ement Strategy; Protection and
Maintenance of Existing Qiparian Areas, Administrative Code T13025.0233 (NCAC 0233) . These features are
delineated on the materials received.

?I
.. yi r'r Klr .}'i w:
t ??rn?a. ?x '? ?;1
>. . ?;. .'n?..?.. a ty...'i
This letter addresses only the applicability of the Qiparian Buffer Qules. Thank you for your attention to this matter
and if this Office can be of any assistance or ifyou have additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
CC: QQO/John Dorney
Wake County
Il:\neuse.buf\poolpop.049
raa2..n0 >rl ?'s0r
1628 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1628
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER

NOTE: TAL
PROCUREMENT OF ADDITIONAL 1PE CEN
LAND FOR RO TO BE A I N AS SH WN ERLINE CR ~ G ED o EEK A 4 A
A IS IN PROC AT THIS TIME A Y H
MHO ~ 1
P , A P A
x 0 V- X
~ A
~ z ~ ~ , ' E. METER Z c~ ~ p I~ R-30 ZONING
~ t ; WELL SITE ASHLEY HILLS SUBDIVISION
i o
WELL SITE
- Av • CC TO IS ~ >
u 6" WATERLIN H vH B" TO 6" D CER BM 1981 ~ 20 DRAINAGE
~ EA EMENT PAGE 965 ~
NP N88 50 08 - W 2c 20' DRAINAGE BM 1983 F
\Q o ~ STA , 6+ 6.82 8 8 4 8 2 0 W E E A suRVE>EO 1P SEMENT CREEK AGE 25
~ ~Q STA , ~A6.56 1 ~0'SNt~ O 9 Q~ X13,5 ~ ~ ..s 2.0o ac To BE ~y 1 ~ ~ ~ ~ --Q ve 88763 s ~ - ~ LOCATION
o s DEDICATED TO 1 ~ I Nv IN 20 .s1 i INV IN 2D .81
~ ~ PRA I ~ ~ INV our o.s1 ~ U G DE EX ST. SEWER EX. Tb ER STA 1+ .46 ' A ~ I 1 I
PLANT TO SERVE ,RIM ~v. 196,80 / ~ ~ STA 108+0 Z p PROP. 508 LOTS \ ~ INV I 19 86 STA 0+00 ~ STA 114+03.48 o ~i u
INV,b T 1 2.66 RIM ELEV. 202.7 ~ i RIM EkEV. 198.2 INV Ild 197.4 50' R ~ RIM ELEV. 230.81 N 9 8 W
INV OUT 193.52 = Z I INV OUT 224.61 A . +17.42 E~ INV 0 o , „ T .e. , ry^ ^ X19 zo~~ N 68~~1 w WW C-~~
IM II v. 1s~.oo i my I s1.oD ~ ~ F„ 2 ~ 2 IMPACT 4 FH it ~ N ti N z
~ (1 1 `N 8 ~ ~ N~ ~ IMPACT 5 INV \9080 p - ZONE 1: 3116 SQ. FT. ((0.072 AC.) O
~ ~ 0 rn TLAND: 2560 SO.S~T.,~bM159 AC.) ~ iq 9 27 B.B. ~ p 1~~ti o D NO MIT)GATION REQUIREb
A ~ TA 110+50 ZONE 2: 1989 SQ. FT. 0.046 AC.) NO MITIGATION REQUIRED ~z~
~ RIM ELEV. 1.08 ~ INV IN 203.08 ~ ' i N ti STREAM: 46 LIN. FT. O
1 P~- ~ P 1 1 ~ ~ NEC 0~ INV OUT 202. 8 ~ I ~ W W ~ ~ II ' O p 2 to
PAC STA 136+ . 7 o \ I 1 y 1 ~ ~ ~ RIM ELEV. 7.52 _ ~ >v N N ~ I I ! ~ O
~ WET,~AND: 256 (0. 59 AC.) NV IN 201.32 ~ ~ S A 106+24.48 I UT 201.1 ~ ~ ~
~R ELEV. 20f~.08 \ o STORM Mbl'STA =14~,+45.6 5.14R I ~ 195 92 ~ ~ \ C ~l
& PEOE RIM = 191.43 ~ I V 0 195.77 \ STA ~ ~ I RIM ELEV.O .76 ~JVERT OUT=187.15 U~ ~ ~ INV OUT ~ 5 fTl C
IMPACT 6 ' ~ ~ ~ _ ~ ~
WETLAND: 520 SO. fT. (D.012 A STA 201+29.67 V ~ STA 4+92.79 ~ SURVEY
R1M ELEV. 87 ~ 6~ INV IN 189.87 cRk~ E s~MEHr R K ~ EE ~ ~ LocAnorr
~N~I-OUT-.1,89 67 ~ ~
~ ~ ~ ~
i ~ ~ f~ ~ ~ W' R/W-
~ ~ ~ ESL 3 STA +00 ~ ~ STA 143+00 ~ RIM ~ EV, 192 9 , ` \ 133+68.9 Q Q ° ~ a ELEV, 213.55
1M1IV I 186.53 PIP % L1 ~ 0 ~ INV 204.36 E IMPACT 3
INV IN 186.53 / ~ INV OUT ` 2.16 INV OU 1$33 PIP ~ INV OUT 3 ~ NFF 7 6 ~ e IV f * I ZONE 1: 3577 S0. FT. 0.082 AC.)
A i A ~ ~ ~ 790 .E, NO MITIGATION REOUIRE~ '90 .F, I
~ ~ ~ ~a ~ / ~ ZONE 2: 1014 50. FT. (0.023 AC.) NO MITIGATION REQUIRED
/ sTA 1 00 _ ~ Q Q ~ ~ RIM ELEV. 2 A o a STREAM: 53 LIN. FT.
* INV IN 194.1 ~ ~ ~ ~ i~ ~~ljlV OUT 19 .90 STA 132~6~95 ~
1 ~ _ RIM ELEV. 15.11 A 0+00 ~ / ~ INV OUT 208.1 TA 144+63.54 v ~
IM ELEV. 1.32 * w ZO
~ * INV IN 19 . 2 i 5 R ~ ~ ~ INV OUT 193.72 • eke i W Z Z O ~
e ~ ' R/w- ~ ~ O 2T 8.8. N N R ~ ~ \ ~ * * SURVEYED ~ ~ * ~ ! 1
i~ ~ ~ C j A ~ ~ g ~ ~ 0~~ LOCATIO
~ . ~ ~ \ 0 * \ ZONE 2 ti
~ ~ STA 101+63.16- 5.32R ° A ~ ~ ~ IMPACT 2 ~ 1 \ NE 1
ELEV. 201.34 \ ~ o• ~ ~ IN 193.22' ~ A 24.66 v~, y ~ ,gyp - ZONE 1: 5602 SQ. FT. (0.129 AC.) MITIGATION REQUIRED E~ i
~ ~ INV T 19~0~ IM LEV. 195.00 F~ ~ 1.p~ PF ~ ZONE 2: 3272 SQ. F1. (D.075 AC.) ZO j MITIGATION REQUIRED
M 9+49.31 ~ \ NV 191.48 ~y~ v~ ~ - 35 ; INV OUT 191.28 ~ \ * A ~ y' ~ ~ I STREAM: 127 L1N. FT.
TIN= 84.43 PIPE STA 10 x.62 17.99R ~ 'y vF ~ RT T= Et< V. ~Q3.35 ~ V ~ ~ OU 4.23 PIPE ~ s~ ~ j
- INV~1jJ~ 184.43 PI~E~~., ~ r^yp~,, INV IN 184.43 ~ .w ~~'r^'9~'~, . Z~y~- IMPACT i APPROXIMATE STA 29+76.07
~r STA 2+85.80 ~ ~ ~ 1NV 184.23 PIPE RIM _ ~ n n ELEV. 195.
- INV IN 190.47 \ ~ \ ~ a STORM H STA =15 ZONE is 1921 SQ T. (Q,044 AC.) LOCATION OF ! RIM ELEV. 218.42 NO MITIGATION REQ IREDr' EXISTING I INV OUT 209.22 STUB.
p 18 ~ INV IN 19 ~ \ ~ A ~ ~ 2 EDE5~1 INV OUY 90.27 ~ & P ENT I VERT IN= 183.84 PIPE / ~ ~ ~ ~ EpSEM ~ ~ i I VERT OUT=183.64 PIP ' ~ 1~ ~ - ZO 2: 1254 SQ. FT. (0.029 AC.)
9 TIGATION~E UIRED ~ 5 A 65 LIN. F .
~ I ~ STA +00 j
1 RIM EL V. 204.34 * o ~ ~ ~ ~ INV IN 98. f~IM ELEV. 196 ~ MH STA 130+25.05 B/ ~~T 15 * RIM = 22 07
o IN IN 189.98 ~ ~ S FH NV OUT 19 .14 z I - INV OUT 18 . 8 3 M STA -10+00 \ * , vERr IN=~z1s.o7 BM 1995 PAGE 1214 I VERT OUTk21 MH STA =132+0 .04
~ ~ ~ ~ ~ ~ S 4+55.87 li ~ STA 3+44.6' ' MH SIIB~ 1 - ~ ~ ~ RI ELEV. 19 OAP WIH STR ~ ' MH SIA 12 +92.8 = 6 WIH STA 92 56.3 1.89E
~ I 3 I-- O EX TOWER IN I , ~ RIM = 22 I1~IVERT IN= ~ 121M = 22 4 RIM = 234.78 ItIIVERT IN= 5.47 INVERT IN= 230. B
~ ~ ~ ~ INV OUT 8 89 00 PIP RIM = 198.10 ~ ~ IN RT IN= - I INVERT OUT=189.00 PIPE IN RT OUl IN RT IN= 5.47 ~ INVERT OUT=230 78
I I~ ~ 50' R W- ~ ~ IN RT OUT= 15
27'8. B. ~ ~ FH STA T2Z+50 ~ ~ FH ~
~ RIM ELEV~199. 6 1 INV IN 193.9 ~ ~ NPF
ti~ I UT 19J.76 ~ ~ ~ ~ ' \
~ _ Q ~ _ . ~ * 20' roinage z ~ ~
Z ~ A 1 ~ ease ent ~ MH ST 53+09.39 ~ H A =11+7 _SI/~-9Yt97.9 - RIM = 223.40
~ RItiI = 19.33 A 13~ STA 1z~6+46. 0.53 I = 1 ~ T so' R w- ~ ~ INVERT IN= 182.23 P OPE M ~ 9 ' a El'~V. 196.§S ~ IN RT I = 18 .11 PIP ~ 21' e. . ~ _ INVERT IN= 219.4 I ~ R w NVERT OUT=216.2 21' B. .
INVERT oUT=i82 ~3 PIP IN~t IN ]90.92 I VERT UT=187.91 PIP~i
~ TA 25+DO INV nUT 190.72 ~ TA 125+5Z$4 ~ R EV. 193.35 RIM = 2 .89 LOT 13
IN IN 182.23 PIpE ~ INVERT IN 199.89 - IN 184.73 T INVERT OU 199.69 MH STA =9( MH STA =25+64.2 BM 1995 PAGE 1214 RIM = 254.75
# NV T 182.03 PW \ RI - 7.° MH `STA =90+ 7 _ INVERT OUT=248. RI - 7.59 -
H TA =10+00 ~ RT IN= R 191.51 rSTA =124+37.06 ~ INIVERT OUT= ~ RT IN= 233.39 INVERT OUT=233.19
IN TIN= 181.4 PIPE . M ~49 ~ ~ IN T=1 .23 PIPE I VER IN= 9.08 ~
r' VER~ OUT=19 . SiR FH
W OR FORMERLY ~ ~ ~ M sTA =8s_ RI = 241.0 M STA =89+75.84 RI = 241.07 M 5TA =24+76.35 I
" IN RT OUT= < YAND CARLETTE ~ H sTA +2s.ao~1 ~ ~ W IN RT OUT=236.87 ~_R ~ I = 254.96 ~ f 1
N ~ INVERT I - 181.43 PIPE w+Neuz ~",ti JAMS PROPERTY INVE uT=1x1.23 PIS' . ~ . ~ E~~ 2T B.B. P F
eti4~ FH
ZONING R-30 i ~ - i MH STA =11~+ 0 14.75E i ~l'~ _
2730 PAGE 775 sTA =14+ao.35 ~ RIM = 195.20 RIM = 240.31 L INVERT OUT=236.64
>2.02-79-500 ~ ~ INVERT IN= 186.60 PIPE - 3 ~ N (U INVERT OUT=186.40 PIPE H STA =122+87. _ +42.00 ~ r--I n '
~ IM = 203.19 RIM = 216.0 IMF-- 2x7.73 LOT 11 r--i
PROPOSED H ~S~ PUMP VERT IN_ 198.13 INVER IN= 210.00 , I VERT IN= 241.7 BM 1995 PAGE 1214 I+00 I VERT OUT=241.5
MH STA 11+68.1 STATIO V TOUT=197.9 I OU =209.8(} MH STA =1+00 RIM = 87.50 ~ti~ ~ MH STA =116+74 41 116+74 41 ~o
iu 7 iu- pan za i SITE _ RIM = 78.30 j~ I I r ~
I RT OUT=18019 ~ INVERT IN= 223.0 v i ^ O 223.0 I \
INVERT OUT=223. 0 o ~ W i=223.0 MH STA =`~?+75.4 N gIM=23J i
OS~6 WEL MH STA 16+0 .35 PUMP TION DESIGN RIM - 19.,.84 c--i (LJ INVERT OU I -229. ~ i i
OR A MH STA =19+25.76 INVERT IN = 185. 6 PI E ~ INVERT UU1=185 36 IPE ~ IPF~-
~ MH 0 7 RIM = 190.40 - ~ MH INVERT IN= 18 0 I W W W
INVERT = 83.57 P IN = 1 .Bt IPE ~ ' ~ MH STA ,=101+25. 1 60' R/W- I 36' B.B. - _ I
RT IN= 1 .25 IPE MH TA =104 53.82 ~-u RIM = 2 7.46 ~ s MH TA =9+0 .79 0 ~ INVERT UT=213.2 STA ,-101+25.1 MH STA -Nr~+19 1 = 2 7.46 RIM = 220.5
~ oa~NA IM = 200.05 uN TIN= 19 .55 PIPE MH STA ~A' +00 :RT UT=213.2 R-T_4P1= 2 Q INVERT OUl 114;15 ~ -
IN TIN= 19 .55 RIM = 206.1! MH sTA =2a+77 I LOT 9 RIM = 221.15 ' BM 1995 PAGE 1214 z
T '1 ~ IN TOUT=1 5.35 INV RT IN= 1.8 PROPOSE MH 'A I R/w = 1. 6 g t" INVERT IN= 215.15
MH S =15+04. ~ 2 ' e.e. RIM - 191.15 ~ 2, o ~ O ~ ~ l ~ ~l
O ~ IN RT IN= 178 P 9i~ ~ ~ 11 I RT OUT=1 1 E ~ ~{~~up I ri PF N
~ ~ ~ 8" W/l
`~N 91 MH ST ~ 120+0 ~ ~ RI = MH ST =104+3 .58 MH T =84+69.84 RT i = 192.4 RIM = 00.73 - HUNTSBORO ROAD 50 iH T -84+69.84
1-1 INVERT UT=191.2 INVERT IN= 195.5 T = +57.36 H STA =15+55. - 213.53 T = +57.36 EXISTING PA C- - 213.53
H STA =2+38. A =108 76.71 2.81R NVERT N= 196. INVERi~I IN= 207.03 I RIM = 194.28 IM = 197.82 ' NVERT uT=195. 5~C INVERII IN= 207.03 VVERi~ IN= 207.03 PIPE MH STA = ~ r 31.7 MH STA =19 6D. 1 VVER~ IN= 207.03 _ ~ ~,p _ P F
~ r, INVERT IN= 181 1 INV TIN= 18.85 INVER IN= 207.03 VVER IN= 207.03 RIM - 21~ '~fA -1+ 0 INVERT IN- OB 00 PIPE
INVERT IN= 17 05 PIPE INVE TOUT=199.65 ~ ~ ~ -P INVERT OUT=1 7.8~PlPE ~ I ~ * ~ INVERT OU1 20 .80 PIPE - NN m m
~ S =1+00 ~ ~ ' ~ MH TA =7+9 .91 ss §~A =6+07.36 L_1__ INVERT OUT- 10. 6 PIPE LET 7 W W W STA
~ R M STA -100+16.3 _ RIM 201.0 EASEAI NT MH STA =98+22.68 I ~ ~ INVE -IN=' 196.5 E I , RIM = 207.54 I ~ INVERT IN= 188.96 / INV TOUT=196.30 PI INVERT IN= 202.04 I E 0' F RIM - 5. BM 1995 PAGE 1214
* ~ INVERT IN= 7.30 ~ INVERT OUT=1 7 ~ INVERT OUT=201.84 I 0' R W INVLflT I = 209.50 PIPE 20' DRAINAGE INN f~T UT=209.30 PIPE EASEAIENt
MHSA= 4+
~ * RIM = 214.59 INVERT IN= 208. 9
r~ 8 L.F.-15" RCP,aar~ ~ ~ MH STA =9 +00 INVERT OUT=207. 9 =9 +oo - _ REBAR
4.34% RIM = 210. 1 MH TA 5+39.13 ~ WELD 1 MH STA 114+20.43 RI = 1 76 Cg#21 \ ~ 48 "RCP \ RIM = 05.94 ~ INVERT IN= 204.71 z1o 1 - o IN= 204.71 RIM = 218.97
IN RT 0 =189.21 N TOUT=199.74 INVERT OUT 204.51 38 L .-18° R P TOP=19417 20 ®1. 9% F- OUT 204.51 FH INVERT IN= 2 INVERT OUT=2 .
® 0.50 INV IN=190.72 =19f~92 MH TA =113+00
e~ INV OUT=187.00 =193. M STA =61+79.40 M STA =74+38.12 / FN LOT 5 BM 1994 PAGE 678
g#19 03.10 i Ac ss VERT IN= 1 E SEMEN ~'t
FES# TOP=197.8 INVERT IN= 195.31 ~ ~ tin9 INV= 6.0 -194.5 INVERT IN= 196.71 T - 7 46 L.F.-15" RCP e~'S~ter~
~ 73 24" RCP NVERT OUT=195.11 =201.22 0 50Z ice 0
Q~ ® .1 CBq(!22 8 ~ m PLUG rub#14 MH ST = TOP=193.0 ® RO N ANt (i&d~=205.08 i RIM = 32.8E STA = 4+ MH ST = + Q~ RIM = 32.86 \
INV IN=186 INV=200.99 INVERT OUT= ~ INV IN=18 STA 12+76.4 4 L.F.-1 "RCP INVERT OUT=228
MV OUT=~' T 11~=189 93 ®0.50% j ~MH STA =95+12.68
r--i ~ J INVERT I = 188.8 TOP=20. ~ ~ NIVERT 2UT4217.27 J INVERT UT=188.0 INV=198.04 ~ o
m ~ 66 L.F.-18" RCP TOP=20 .
~ F 1 INV IN=2 1.86 - ~ ~ ~ MH ®2.18% INV IN= 0.87 CB 10 m ~ - ~ - # LaT3
w ~ RIM = 20~. INV IN- 00.87 R W I TOP=229.73 0 S~So IN RT IN~R9`dd$98 46 LF-18° RCf7 L INV=226.48 BM 1994 PAGE 678
~ ~ 4g'~9„ N RT OUN1~~d~5~9.90 ®2.11 o TOP 21 23 L F.-15" CP O o E~ 2" EIP ~!uN- 74 L .-15" RCP MH 5 A = b Q13.91 I ®484 ®0. OZ 3 L F.-15" CP G 0. 0% MH STA =15+26.7
30 WITH TACK II NV pUT=199. RIM 2154 o ~ 3,~5, ~ RIM = 238.22 INVERT OUT=2320
1 CB " INVE T IN= 2 .94 - ~ - INVE T OUT= 9.74 N VER51 ITCH B o
~ ~ TOP=203.7 ~ NroR tt1 ~ ~ NOW OR FORMER INV=2 5 ' ~ ~ ~ =2 RB ~N GUTTE ~e
N o E ~ ~W- ~ I IN =226.3 I II T J ~ 6 , XIS STA ~~L P~~IV I l S T r ~ ~ ~ARRY M. 8C 35' B.B. I M = 2 2.53 N 1 w , l?p, DEBRA A. JONES H sr =71+97.11 ,TA I - 2 2.53
D E pp'' I VRTI = Y EVE Tfc~ 74.06 226. _R SINE CREED S ~ RD w DB 6652 PG 83~ Z r v RT uT=22s. 3 IT I = 226. lUR T UT=226.3 RA"
~ ~ Ar see - B 5 L ~ 9 p NVEf9R - 6.9~ MH S1A =49+t~0 UG NNRE V
~~A~ ~~T~~SECT~~~ IN 1752.02-97-~9~3 1 I - 1 699 OP 204;15 I RIM ~ 208.16 li o MvEf~''~ 8J= 96.79 I 00 i INVE T IN= 2 1.56 '~(tANT (TYP.) ~Q M~H STA = 1+00
330' DE ARTU E TAP R ~ ~1' i INVEST OUT= 01.36 E ? ~ r 1 .9-, I~IM = 24.79 1 0
~ ~ l ~.F. 36' R I CB 4 I MH STA =45+ ~ 0 C WH 47 P TO =215.42' 'RIM = l ~JVERT 0 T=234.59 z 1
1o I TE I 22.28 R ` ~ A 71+3 .3 - 17 INVERT'IN= 8 P pG ~ 2, .~8 G #3 , N E ( IN R _ VE T OUT 2 ~ 48 TO =224.62 ' ~ ~'T~-L MH STA =13+26.2 i ~
(IYP,~ IVES (f~ INVE T O T=19 2 ~ RIM = 237.87 i i YI TOUT=231.7 i ~
3 ME,uH1uN ~ CB M IN IN_221. 2 YI 0o TO =1 ~ 352 I IN-220'90 _ ~ sNa~ s 9 .14 0 ~ (.F T -224. T =224.
~ DER IN 190 24 `O ' 1 IN=22 .90 =221.00 OP=1 20 L.F.-15 Z P Nv 1~9f ~P ROAC ~APER I =221.00 N 20 L.F.-15" CP H STA 42+00
~ 0 INV IN=19t0a 1 NOT 11NV ouT=ttpQO0 i ® .50% IM = 2 .10 ~ ~ z NVERT I = 22 .
~ 60 L.F~3~ I ~ P uc cures N ~ ~ I Fi'lDRANT T=2 0.3 H 5TA =11+86.28 ~ ~ -T-~
0~ ~ X I 2 F.-„ Mq ~ _ ~ ~ i O SH IturAl 19D ~ ~ I D ~ ~ 8#24 STA =40+00 WN =229.2 = 229.89 ~ ~ 0
R ACl R ~ Q~Ne ~ ~~,,,,'gg~~~~ B#2 3 ~ 0~ ~ ~ EA '~"~d€'pl? ITOP=22 .64 D B;y2 - 6.5 RT IN= 223.89
OQ R~ lp Ear ~Y e ;INV=221 34 OP=22.64 N = IV=221 34 ~ f N ERT OUT=221.50 ~ ~ S
H ~jo A P~ o lE ~ ~ PLUG FUTURE I~ Y HYDRANT (TYP. ~U
OA0 RJR SPIK 46(.F, I ! 330' DE ARr,UF 330' DE ARTU TAA'ER TU ~ TE BjE YE(
FOUND NO w ' A 1ERL~NE ' 224~A~ LATER OF ~n~aw wHlr N U NS ~ W I ri~ MH ST =~~~6.7 ~qN~ HjT INV IA- 64 ~ I
R 10 r cs ~ pGE llr, PAIN sr E ""~~E D ~ ~ ° =21 24 RIM = 226.51 GE I ~ - v R OUT-222. l jNE ~ ~ V I =2 .24
TD DRAGf ~NEs S ~ ~ ~ ' 30 L .-15" RCP i uµ,, ~ I , I
RN lAN ,P 3 Bq y e ~ ~ 40 L .-i "RCP ~ i
y 330' D A U AP ~ T #222 89 330' A , ROAC TAPER
D~~DV Mep7gN DIAGDNA I V=21 .39 0 l.F.-30" RC~
Is~A ~ ~ L ~ 5 ~SEe LINES ND 9 0 1. i
De TAIL MAI NT s Ex iN 2n P _ N
GRAPHIC SCALE 1DO5,pg~ o AIN ~ » _ ~ SHD 6' ~s nornnar IN TOP- 2 . S 2 6' 15' ADDIIIGNAL RIGHT OINIVAII =2 B.OO -
00 33p, A peR To eE R m BE DEDicaholNV I =217.53 INV 0 T=217.5 F 5;~28Ex "
PPRDA~N TAPER 100 0 100 200 5 l.F.-3 RCP I V 461.E
® 0.50% - ~ D OPE C T PER A1£R 0
X20 B X20 B ~ N DOT ST D RDS ~ LANE ~i1H p AY TApE EXIST 24" C P (lf lucs
R ]oo~ Toe D e >E s rQRA DES
TURN ~ OE ' j (na.l
BA y ANf
330' DE ARTU E TAPER YELEp~
MEDIAN DjA~QNA
l l l jsl AND L SEE DET NES
AI C X205. 09)
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