20080146 Ver 1_401 Application_20080108

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ENGINEERING DEPARTMENT
January 17, 2008
DWQ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Attn: Cyndi Karoli
1\tt
Re: NC DWQ PCN Submittal - Summerwinds Water and Sewer Extension Project
Dear Ms. Karoli,
Please find seven copies of the PCN submittal for the Summerwinds Water and
Sewer Extension Project enclosed. I have forwarded one copy of this permit to the
USACOE. It is our understanding that the impacts associated with this project are
considered allowable under NC0233.
The Town of Cary has designed this water and sewer extension project to remedy
problems occurring within the Summerwinds neighborhood, with respect to failing
septic systems and water wells. The residents of this neighborhood were annexed
into the Town of Cary, and the Town is moving forward with plans to provide public
water and sewer services to the residents of this neighborhood.
If you have any questions or -need any other information concerning this project,
please contact me at 919-469-4335 or at jarrod.buchanan(c~townofcary.org.
Sincerely,
~r ~~
Jarrod A. Buchanan, P.E.
Project Manager
~~~~~~o
.l~.N B ~ 2008
,~~ a+l - WATtk CUAUTY
NlETLANDS AND gTpr!tMWATER BRANCH
Enclosures
R:1EngineeringDeptIPROJECTS (Capital)1Sewer1SW5005 - Summerwinds 182 - JarrodlCreek CrossinglDWQ PCN Cover Letter.doc
TOWN Of CARY
316 North Academy Street •Cary, NC 27513•PO Box 8005•Cary, NC 27512-8005
te1919-469-4030 • fax [phone]• www.townofcary.org

ENGINEERING DEPARTMENT
January 17, 2008
USACOE
6508 Falls of The Neuse Road
Suite 120
Raleigh, NC 27615
Attn: Jamie Shern
Re: PCN Submittal - Summerwinds Water and Sewer Extension Project
Dear Mr. Shern,
Please find one copy of the PCN submittal for the Summerwinds Water and Sewer
Extension Project enclosed. I have forwarded seven copies of this package to the
Cyndi Karoli at North Carolina DWQ as required.
The Town of Cary has designed this water and sewer extension project to remedy
problems occurring within the Summerwinds neighborhood, with respect to failing
septic systems and water wells. The residents of this neighborhood were annexed
into the Town of Cary, and the Town is moving forward with plans to provide public
water and sewer services to the residents of this neighborhood.
If you have any questions or need any other information concerning this project,
please contact me at 919-469-4335 or at Jarrod.buchanan(a~townofcaN.org.
Sincerely,
Jarrod A. Buchanan, P. E.
Project Manager
Enclosures
R:\EngineeringDeptIPROJECTS (Capital)1Sewer\SW5005 - Summerwinds 182 -Jarrod\Creek Crossing\COE Cover Letter.doc
TOWN Of GARY
316 North Academy Street •Cary, NC 27513•PO Box 8005•Cary, NC 27512-8005
te1919-469-4030 • fax [phone]• www.townofcary.org

08-01 4g .. i
f~~ __
Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
II.
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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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), c ~~~~ D
Applicant Information
JAN 1 8 2008
Owner/Applicant Information rat-wArERCwAUn
Name: Town of Car~gineering Dept. ~n~~~A1~R~
Mailing Address: Attn: Jarrod A. Buchanan P.E.
P.O. Box 8005
Cary, NC 27512-8005
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jarrod.buchanan(a~townofcary.org
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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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: Summerwinds Water and Sewer Extension Project
2. T.LP. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0762931356 and 0762839262
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): 1 - Summerwinds Sub., Phase 2, Lot 47 and
Lochmere Sub., Lot 407R. 2 - Summerwinds Sub.- :Phase 1 Lot 29
Directions to site (include road numbers/names, landmarks, etc.): From intersection of
Tryon Road (SR1009) and Kildaire Farm Road (SR1300) travel northeast for 0 5 miles
Turn right onto Summerwinds Drive. 1 -Turn left on East Green Forest Drive and continue
to the end of the street to 208 East Green Forest Drive. Creek crossing is at rear of property.
2 -Turn right on West Green Forest Drive. Turn right onto Springbrook Place and continue
to the end of the street to 108 Springbrook Place. Creek crossing is at reat of property
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Attachment 1 -Coordinate Listing
6. Property size (acres): 1- 0.91 acres and 0.78 acres. 2 - 1.53 acres.
7. Name of nearest receiving body of water: Lochmere Lake to Lynn Branch
8. River Basin: Neuse
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Large lot residential subdivision. Lots are wooded with a
variety of trees. Some areas have established ground vegetation while others have no
established Around vegetation, relying_on mulch or pine needles as ground cover.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: Water
and sewer main installation~roject. 7 813-feet of sewer main and 5,091-feet of water main.
The water main will be installed within existing ri t-of-way along the shoulder, with no
impacts Approximately 3 177-feet of the sewer main will be installed in the right-of--way,
within the existing roadway and approximately 4,636-feet of the sewer main will be installed
in outfall areas between and behind the existing houses. All of the water and sewer mains
will be ductile iron pipe. An independent contractor will install the sewer main using a
variety of equipment including a track hoe end loader back hoe, dump truck, and
compactor
11. Explain the purpose of the proposed work: This project will~rovide a potable water supply
and sanitary sewer service to the residents of the Summerwinds Neighborhood, along
Summerwinds Drive East Green Forest Drive, West Green Forest Drive, Springbrook Place
and Winterbrook Court.
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. N/A
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.
No future requests anticipated.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 12

1. Provide a written description of the proposed impacts: Both stream crossings will
incorporate an 8-inch ductile iron sewer main. The sewer main will be installed
perpendicular to the stream. Illustrations of both crossings are included on Attachment A-1
and A-2. 1 -The stream and the area around the stream have been previously disturbed by
clearing during construction and rip-rap was installed along the banks and in the bottom of
the stream bed. 2 -There is no existing stream at this crossing. The stream, which is located
a~proximate1~40 feet from the proposed crossing was designated as "isolated intermittent"
by Lia Myott of NC DWQ.
2. Individually list wetland impacts. Types of 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. N/A
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
N/A
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact _ Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)

1 Unnamed Tributary Excavation Intermittent 5' 20' 0.002
to Lochmere Lake
2 Unnamed Tributary Excavation Intermittent 0' 0' 0.000
to Long Branch
Total Stream Impact (by length and acreage) 20' 0.002
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredain~, flooding, drainage, bulkheads, etc. N/A
Open Water Impact v v
Name of Waterbody v Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma) ocean, etc.) (acres)

N/A
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.002
Wetland Impact (acres): D
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.002
Total Stream Impact (linear feet): 20
Page8of12

7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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 maybe 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 Town of Cary is installing
a sanitary sewer main to improve the public health of the surrounding residents. Many of these
residents have failing septic systems that require a high level of maintenance to keep them from
releasing raw sewage The trench in which the sewer main will be placed will be as narrow as
possible The trench approaching the first creek crossing area will be approximately 10-feet
deep allowing for 9-feet of cover over the~pipe The sewer main at the first crossing will be
buried approximately 3-feet below the stream bed. The trench approaching the second area will
be approximately 7-feet deep allowing for 6-feet of cover over the pipe. Silt fence will be
placed along the construction corridor and rock check dams will be installed to keep the
transportation of solids to a minimum The crossing installation will be performed during
relatively low flow periods to minimize impacts This will be a perpendicular crossing utilizing
the minimum easement allowed This crossing is unavoidable due to the location of the existing
sewer being on the opposite side of the creek
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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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/strmgide.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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0, see sheet 11, section X
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
Page 10 of 12

. •
2. 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
3. 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 ^ N/A
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 1,318 3 (2 for Catawba) 0
2 427+1089 = 1,516 1.5 0
Total 3,271 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Buffer mitigation not required as
considered allowable use per Meuse buffer rule NC0233.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious .level. No new impervious acrea a is proposed. Silt
Page 11 of 12

fence will be installed along the construction corridor and rock check dams will be installed
along the downstream edge of the construction corridor.
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.
This waste water will flow to the South Cary WWTP. The plant, rated at 12.8 mgd, with over 5
mg_d of excess capacity has more than enough excess capacity to cover the additional 15,680
alg lons per damproposed under this project The plant discharges into Middle Creek and uses
the followingLprocesses to treat the influent flow: bar screens grit removal facilities, three
aeration basins four secondary clarifiers seven deep-bed tertiary filters, untraviolet disinfection,
and a cascade aerator for reaeration prior to discharge.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The neighborhood is approximately 25-30 years old. The majority of the surrounding, usable
land has homes already located on it.
XV. 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).
The Town of Carv is installing this project at its earliest convenience for two reasons. First,
several of the properties have failing septic systems which are an environmental concern.
Second. several of the nronerties have shallow water wells with poor quality water.
~~/'~~~GYJ ~
Applicant/Agent's Signature / -Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Attachment 1
Coordinate Listings for Creek Crossings
Stream crossing #1
N 35° 44' 13"
W 78° 46' 03"
Stream crossing #2
N 35° 44' 26"
W 78° 46' 25"
R:\EngineeringDept\PROJECTS (Capital)\Sewer\SW5005 - Summerwinds 1&2 - Jarrod\Permits 8 Encroachments\Creek Crossing\P,tlachment t.doc

ATTACHMENT A-1
SUMMERWINDS PROPOSED SEWER MAIN
RIPARIAN BUFFERS
ZONE 1 AND ZONE 2

NOW OR FORMERLY ~~~~
FLINCHUM, PHILLIP M & CAROLYN B T`
208 E GREEN FOREST DR
CARY NC 27518-9437 /~
LOCATION 208 E GREEN FOREST DR ~~ ~~' ~ ,
~~~~ ~
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FLINCHUMaPHIOLLIPOM &RCY OLYN B ~~ /~
2CARY NC 27518E 437R \~~,p I ~/ (VQ ~/
LOCATION: 0 LOCH STONE L\ \ ~/ OQOGj 4 ,~-
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ATTACHMENT A-1
SUMMERWINDS PROPOSED SEWER MAIN
RIPARIAN BUFFERS
ZONE 1 AND ZONE 2

.~
ZONE 1 = 1318.39 SF = 0.0303 ACRES
ZONE 2 = 426.61 SF = 0.0098 ACRES
NOTE:
EXISTING CREEK CHANNEL LINED WITH
RIPRAP PRIOR TO ANY CONSTRUCTION
SCALE
1" = 30'-0"
~~.

ATTACHMENT A-2
SUMMERWINDS PROPOSED SEWER MAIN
RIPARIAN BUFFERS
ZONE 1 AND ZONE 2
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-----_ EASEMENT = 1088.84 SQ f
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NOW OR FORMERLY
LEIDHEISER, STEPHEN E & LYNN V
105 AMBIANCE LN
CARY NC 27518-7000
LOCATON: 105 AMBIENCE LANE
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-- -a- -,- -a--
NOW OR FORMERLY
LEBLANC. DWAYNE A h JANNINE B
10] AMBIANCE LN
GARY NC 2]518-]000
LOCATION. 107 AMBIENCE LANE
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NOW OR FORMERLY
TUNS7ALL. JAY 8 8 JANICE'A
109 AMBIANCE LN
CARY NC 27518-]000
LOCATION: 109 AMBIENCE UNE
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NOW OR FORMERLY
POORE. /JSTN B & JENNIFER M
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CARP NC 2]518-]000
LOCATON: I11 AMBIENCE LANE
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NOW R FORMERLY
CALWELL, MIC AEL A k COLLEEN M
106 SPRINCBROOK PL

2pN BUFFeR CARP NC 2]518-9482
LOCATION: 106 SPRINGBROOK PL
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108 SPRINGBROOK PL
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LOCATION: 108 6PRINGBRCOK PL

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__ ~
I
I ~ .~
~ ~ I
1 0 ~ ~ ~ I
i ,~ ~ ,
103 E GREEN fORESi DR
I
104 E GREEN FOREST OR ~ I WATER 6 SEWER
• / NO SRVICES REQUESTED ~ + 9 CRAWL I
CRAWL (p
FFE=NIA / FFE=399.89
~. 2075UMMERWINDS DR ~ / -
WATER 8 SEWER i /
CRAWL
I
FFE=409.91 _ // ,
____- / 1
i 206 E GREEN FOREST OR ~ 1
109 SUMMERWINDS OR i WATER 8 SEWER \ ~~
i CRAWL ~
/ WATER 8 SEWER i
I~
CRAWL I FFE=N1A
/ FFE=NIA _ r~\ \` 205 E OREEN FOREST DR F
i \~ \ WATER 85EWER
~ CRAWL
/ ~ - ~ FFE=361.16
I
I
,
Proposed , Q
~ ~ ~ ~~~Sewer Main 9
• 211 SUMMERWINOS DR 1 ~ - - `
WATER 6 SEWER I ~ ~ ~
CRAWL I L ,
i F 20B E GREEN FOREST DR
FFE=NIA i /
NO SERVICES REQUESTED
/ ~ CRAWL
FFE=376.48 ~
/ ' ~ Annexation ,
/ / Area Limits
/ /
/ '
,, F
It15UMMERWIN05 OR
WAIERd SEWER J /
CMWL /
FFE=NIA
_,,,~ ~ // Proposed
I ~ / Creek Crossing ~ ' ~- ~
~ ~
~. ~J
..~ ~ ~~
~ ~ SITE PLAN i
-~
~ ,
~~ ~ ~ ~' ~ ~ SUMMERWINDS~
F
Y19 RMMMERWINOS OR I ~~ WATER & SEWER
NO SERVICES REWESTEC ~.
CRAWL I _
FFE:NIA 1111 '
1
•~ ~-~ ~' i ~ I 0 100 200
I
I FEET
,
1 ~ '
9
~ I '

-~
----
~',
Annexation y
1919UMMERWIIIDS DR
III Area Limits `\ CRAAT~6sEWER
FFE•NIA
I~ `\
6860 TRYDN ROAD ~ ~~ \\~
WATERd6EWE0.

Pro osed 1BJSUmmERwINDS DR
WpiER86EWER
Sewer Maini DRa~L
/ / FFE=WA
l
I
~~
I •J ~ ~ FFE WA I /BJJ TRYDN RGAD ` , / ~'. ~. 1
NO SERVICES REDUESTED \
CRAWL
Il FFE=NIA
Pro osed i fiB1A TRYDN ROAD \
WATEfl B SEWER
Creek Crossing I I BASEMENT ` 1065UMMERWINOS DR
FFE~033J ~ ~J~ ` NO9ERVICE6 REWEBTED
SGM F~
I ~Y~ CRAWL
fOD SUMMERWINDS DR Il~' \ FFE=NIA / p
NO SERVICES REOUE9TED ~ ,rally/
CRAWL ~/
I \ FFE=NIA \ O.(,O~\
1965PRNGBRDON PL
~ ~ ` V 'P ~
/ % ~ \ WATER 6SEWER \
I \ CRAWL \
FFPJN.39 1D35UMMERWINDS DR I ;,
I ~~~ I WAlER85EWER \ ~(
CRAWL
~ FFE=WA
~~
Q ~ \ v fT~
' ~ // f
_ _ ~ Isolated
1W SUMMERWINDS DR
WATERd SEWER
T
CRAWL
Intermittent
1N SPRINGBRDON PI FFE=WA
c WATER d SEWER
' Stream CMWL 3019UMMERWINDS OR
-~ I FFE=NIA NOSERVICES REWESTED
CRAWL
FFE=WA
I 149 SPRINGBflOON PI
WATER86EWER ~ -
"~1 Bp9EMENi 1039PRINGBRGON PL ,
1 FFE=]81.93 \.._, NG SERVICES REWESTED
1 - _ VACANT LOi
I ` FFE=NIP
1W W GREEN FOREST DR
\ - ~ I • ~ WATERi SEWER
I CRAWL
FFE•WA
I
``\\ I 10T SPRINGBROON PL 1N SPRINGBROON PL
F WATE0.69EWER WAIERp SEWER
I BASEMENT CRAWL
FFE=JB3.AB FFE=WA
,~ ~ I • •
- 30O9UMMERWRg9 DR
I ~~ ~ L O WATER 6 SEWER
,` CRAWL 3035UMMERWIND9 DR
FFE=WA WpTERB SEWER
~~ ~ Proposed ~ ~~ a~~~ FF"~ w ~
~, ~ ~ Sewer Main SA,p~~ [[~~ ~~~~` SITE PLAN 2
1069PIRNGBRCOR PL ~ ~(JA
I WAIERd SEWER I
BASEMENT 100 T~
FFE=J93.N V SUMMERWINDS
Annexation 10J 9PRINGBROOR PL A/
Area limits i F~~B9EWER ,~ WATER & SEWER I ~'
~'~~, I 3B6 W GREEN FOREST OR
1 WATER69EWER
BASEMENT
~~1 I FFE=JB1,31 1N9WGREEN FOREST DR RI
WATER l9EWER A
I CMWL C
• FFE•NIA G
- ~ _- I ~.,. 3N SUMMERWIN0.9 DR O
WATERISEWER (n
CMWL
FFE=NIA
1015PRINGBRDOR PI
WATERd SEWER ~~
F"~ A 0 100 200
I
1 _ t - ~ -- _ FEET
Ib --

~ i ~ ~' ~ ~ ~~~ , F ~ I
m ~ I ~ ~
i- ~ IF r /
IERWINDS DR G I ~
SEWER i G - I ,
I
I I
~ ~ ~ ~ 1
°~' ~ ,
I ~ 1 /
li ~
ro I
~ ~ CeD
~ ,
o
N I
~ ~ -
', 204 E GREEN FOREST DR O f 1 208 E GREEN FOREST DR I
~~ ~' ~ ~. WATER 6 SEWER
NO SRVICEB REQUESTED - -
CRAWL (gyp ~ 1 CRAWL ~
~ /'` FFE=N1A FFE=399.89 ~
II ~ 207 SUMMERWINDS DR ~~
WATER65EWER - / ~__ I '
CRAWL
" FFE=d09.81 / ~
,\ CgC2 ~ ,
1
206 E GREEN FOREST DR ~ 1
209 SUMMERWINDS DR WATER65EWER ~ ~ 1
WATER 8 SEWER ~ CRAWL
CRAWL FFE=NIA Y
a FFE=N/A I ~ ~~~ 208 E GREEN FOREST DR ~
Cg 62 ~_, \ CRAWL85EWER
• ~-,, \ FFE=361.16 /
I J
F
CeD '~ _ ~
_ \ 1 I
. ~~~~ 2115UMMERWINDS DR ~ \ ~~' ~- ``
WATER&SEWER ~ ~
Y
CRAWL ~ 208 E GREEN FOREST DR ~
FFE=N1A
NO SERVICES REQUESTED /
I CRAWL
/J FFE=276.d8 ~
Y
/ ,
~ Cm I
CeF ~ , ~ ,
„~ , ~ ~ ,
2/] SVMMERWMDS DR l
WAiERb SHYER I /Jl
CRAWL ~~
FFE=NIA / /
/
__,_~ / Proposed
/ Cr k Crossin ~ • -~
ee
9
/ ,
~J
CeF , i ~ I
..
.\
SOILS MAP i
N O ~~ ~ ~ ~
SUMMERWINDS
Y/98VMMERWINDS DR ~ lY', WA 1 ER M SEWiIR
NO SERVICES REODESTED
CRAWL ~ l-'
FFE•NIA
i, I, ,~ 1 ~ ~ 100 2~~
1
FEET
__ _ ,
Y
,_~ - / ~
lun --

__,A I ~ _ ~
107 SUMMERWINOS DR
WATER 8 SEWER
CRAWL
CIE3 1
~ _S~
\\ 1015UMMERWIN05 DR ~ I FFE=NIA \
WATERt SEWER
\ CRAWL
FFE•NlA
-- ~ \
Y \
' \ 1063UMMERWINOS DR
i ~ ~-!~ NO SERVICES REOVESTEO
6660 TRYON R0AD ---' \ CRAWL
WATERS SEWER ~ FFE•NIA
CRAWL
FFE=WA I 68]] TRYON RDAD
NO SERVICES REQUESTED \ /
CAAWL
Il ,E FFE=WA
Pro used B81/1RY0N R0AD ~~`\
/~ WATER 8 SEWER -
~? Creek Crossing ~~i BASEMENT ~ ~,~
;u/ t005UMMERWINDS DR ~,//'rIw \
(\ NO SERVICES REQEESTED ~(/~
(/ `l/~~ I CRAWL ~/O
FFE=NIA
I V
I ~~ \\
/ I 106 SPRINGBROOK Pl
WATER b SEWER ~ `
I CRAWL \` ~~ ` ~
FFE=]91.16 101 SUMMERWINDS DR
WATER 8 SEWER
CRAWL
Q~ FFE=NIA ~ ^,I
/ \
'~ I
~ CgB2
I ,6
' I Isolated LOO SUMMERWINOS OR
WATER 6 SEWER
CRAWL
'' '~ Intermittent
r~ 1W SPRINGBROON PL FFE=NIA
I Stream WATERt SEWER
CRAWL ~tl 1015UMMERWINDS OR
~ I FFE=WA ~ NO SERVICES REQUESTED
I CRAWL
FFE=WA
~ /(///~
C ~ 108 SPRING&tOOK Pl
WATER 8 SEWER
I BASEMEN l '. 100 WGREEN FOREST pt
FFE•]I161 WATER 6 SEWER
... CRAWL
I ~ FFE=NIA
I • 1015PRINGBR0O1(PL
NO SERVICES REQUESTED
-. ~ I VACANT LOT
FFE•WA
ApD
I 1065PRINGBRC0N PL tO05PRINGBROON PL
WATERd SEWER WATERb SEWER
I BASEMENT CRAWL
FFE=]61A9 iFE=NIA
~;I I ~ CgC2 •
~~ ~'~, ~ ~ o~~
1005UMMERWINDS OR
WATEfltSEWER
'\
CRAWL MM RWINDS OR
101 SU E
rr
,. J FFE=WA WATERb SEWER
I / V ~ ~' % `i 0/L•C/ CRAWL
'C FFE=WA
__ /
- sAR,ti [~ /~~~~~ SOILS MAP 2
Agt 1065PRINGBRO0K PL Un~o ~A~C / /
WATER d SEWER v V
BASEMENT Q4 Y~
FFE=]61.6! •1A ~ V SUMMERWINDS
10]SPRINGBR0q(PL
WATERd3EWER ~ ~
DRAWL ~ WATER & SEWER ~'
FFE•WA
___ ._ I 106WGREEN F0RESTO
WATER 8 SEWER I
BASEMENT ~
0 - FFE=]11.1] 101WGREEN FOREST OR
m
I
A I ATERt SEWER /~ A
CRAWL i
FFE•NIA
I
I
I ~ i ~
I
I I
tOI SUMMERWINDS OR
- - / ApD WATER85EWER
CRAWL
FFE•WA Q
t -"~ f01 SPRINGBP0d(PL -
WATER85EWER --~~~
FFE=WA
`""W` 0 100 200
CeF I jl I ~' ~ i i
u I ~ ~ FEET