20141247 Ver 1_Riparian Buffer Authorization_20141204

WITHERS &' RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MACKENAN DRIVE
CARY, NORTH CAROLINA 27511
919.469.3340
FAX [phone]
TO: NC Division of Water Resources
512 N. Salisbury Street; Stn Floor
Raleigh, NC 276o4
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached
❑ Prints
❑ Change order
LEWE R, COT YR!/11NSMMAL
DATE Dec 4, 2014
1 JOB NO 02140355.00
ATTENTION
Ms. Karen Higgins
PHONE # gig-807-6363
RE Lo an's manor Sewer Outfall
Buffer Authorization Request Submittal
3
12/4/2014
02140355.00
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Diskette ❑
the following Items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
3
12/4/2014
02140355.00
Buffer Authorization Request
1
12/4/2014
02140355.00
CD ofApplication Packet
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS:
COPYTO: Fi le
SIGNED: Martin Richmond
ff enclosures are not as noted, kindly notify us at once.

WITHERS �. C R,A VEN EL
ENGINEERS I PLANNERS I SURVEYORS
December 3, 2014
Karen Higgins
NCDWR — Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Riparian Buffer Authorization Request
Logan's Manor Sewer Outfall
Bass Lake Road
Holly Springs, Wake County
W &R Project No. 02140351.00
Dear Ms. Higgins,
On behalf of Crosswinds Development, Inc., we are requesting authorization from NCDWR for 1,292
sq ft of permanent buffer impacts and 3,103 sq ft of temporary buffer impacts for construction of a
sanitary sewer line serving the proposed Logan's Manor subdivision in Holly Springs, Wake County.
The proposed Logan's Manor subdivision is located at 634 Bass Lake Road in Holly Springs, NC
(35.6414 0N, - 78.8126 1W). The proposed impact for the sewer outfall will occur on a ±116.4 acres
parcel owned by the Town of Holly Springs (Wake Co PIN #o658574596), which has a conservation
easement held by the Triangle Land Conservancy. There is an existing sanitary sewer interceptor
line on the northern portion of the property, extending along the southern bank of an Unnamed
Tributary to Basil Creek (Bass Lake) in the Neuse River Basin. The Water Quality Classification for
Basil Creek (Bass Lake) is Class B, NSW and the Stream Index Number is 27-43-15-3• The cataloging
unit for the site is 03020201.
Proposed Project
The proposed project consists of the construction of a new 8 -inch sanitary sewer line, which will
serve the proposed Logan's Manor subdivision on Bass Lake Road in Holly Springs, NC. The new
sewer line will extend from the proposed Logan's Manor subdivision to the north, through the parcel
owned by the Town of Holly Springs (PIN #o658574596) and connect to the existing sewer line on
the south side of the perennial stream. The new line will be installed using jack and bore in order to
avoid impacts to the stream. The only proposed impacts will be to riparian buffers for installation of
the sewer line and establishment of the 20' sewer easement. There will be no jurisdictional impacts
requiring 404/401 Permitting.
Project History
The proposed alignment for new sewer line the extension of Colby Chase Drive was reviewed for
wetlands by W &R in January 2013. The review of the proposed alignment determined there is a
stream (UT to Basil Creek) within the project area and no wetlands within the sewer alignment or
subdivision project area. The stream was determined to be subject to the Neuse River Riparian
Buffer rules.
A Buffer Determination letter was issued for the
" Logans Run Holly Springs" (NBRRO #13 -004)
Determination letter is included in the Appendix.
proposed Logan's Manor subdivision site under
on February 7, 2013. A copy of the Buffer
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenel.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

Logan's Manor Sewer Outfall — Buffer Authorization Request
Proposed Impacts
The proposed impacts consist of 1,292 sq ft of permanent impacts to riparian buffers (Zone 1: 769 sq
ft; Zone 2: 523 sq ft) and 3,103 sq ft of temporary impacts to riparian buffers (Zone 1: 1,461 sq ft;
Zone 2: 1,642 sq ft) for the construction of a new sanitary sewer line serving the proposed Logan's
Manor subdivision which will tie into an existing interceptor line. The proposed permanent impacts
will occur from establishment of the 20' sewer easement and perpetual maintenance of the entire
2o' easement. The proposed temporary impacts will occur from the establishment of a 20'
temporary construction corridor on each side of the easement in order to allow for construction
activities associated within installation and connection of the proposed sewer line.
The new line will be installed via jack and bore and will not result in impacts the buffered stream. No
wetlands were present within the alignment or within the subdivision project area.
Avoidance and Minimization
The proposed sewer line been designed to connect to the existing interceptor line at an existing
manhole in a location providing for minimal impacts to the riparian buffers. Please note that the
proposed sewer alignment will cross the riparian buffers at greater than a perpendicular angle (750 -
100. As a result of the existing interceptor line being so close to the stream, the proposed sewer
alignment could not be designed for a perpendicular crossing without resulting in a 9o° connection
the interceptor line. A 9o° sewer connection is typically avoided due to the higher risk of blockages
and backups. Therefore, the proposed sewer alignment could not be designed as a perpendicular
crossing, and the application is proposing mitigation for "non- perpendicular" impacts.
The proposed sewer line will be installed via jack and bore to avoid impacts to the buffered stream.
Mitigation
The proposed sewer crossing is non - perpendicular, which is identified as "Allowable with
Mitigation" in the Neuse River Riparian Rules Table of Uses. Therefore, the applicant proposes to
purchase 3,091.5 sq ft of riparian buffer mitigation from EBX. A copy of the EBX letter of Reservation
has been provided as an Appendix.
The current request is for 1,292 sq ft of permanent impacts and 3,103 sq ft of temporary impacts to
riparian buffers (see the attached maps and Authorization Form for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Martin Richmo
Environmental Scientist
Attachments:
• Riparian Buffer Authorization Form
• Riparian Buffer Authorization Checklist
• Agent Authorization
• USGS Quad Map & Wake County Soil Survey
• DWQ Buffer Determination Letter
• EBX Letter of Reservation for Buffer Mitigation
• Impact Exhibits
WITHERS 0 RAVENEL Page 2 of 2
ENGINEERS I PLANNERS I SURVEYORS

DWRState of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B.0233 (8)(b),.0243 (8)(b),.0250 (11)(b),.0259 (8)(b),.0267 (11)(c),.0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a.
Name of project:
Logan's Manor - Sewer Outfall
1b.
County:
Wake County
1c.
Nearest municipality:
Town of Holly Springs
1d.
Subdivision name:
1 e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes ® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information: Impact
Parcel
2a.
Name on Recorded Deed:
Town of Holly Springs
2b.
Deed Book and Page No.
Book 015083 Page 01895
2c.
Map Book and Page No:
Book of Maps 2010, Page 1064 Wake County Registry
2d.
Responsible Party
(for Corporations):
2e.
Street address:
128 S. Main Street
2f.
City, state, zip:
Holly Springs, NC 27540
2g.
Telephone no.:
2h.
Fax no.:
2i.
Email address:
3.
Applicant Information (if different from owner)
3a.
Applicant is:
❑ Agent ® Other, specify: Applicant is developing a subdivision on
adjacent property. Authorization is for installation of sanitary sewer outfall serving
the proposed subdivision.
3b.
Name:
William Wynn
3c.
Business name
(if applicable):
Crosswinds Development, Inc.
3d.
Street address:
2550 Capital Drive, Suite 105
3e.
City, state, zip:
Creedmoor, NC 27522
3f.
Telephone no.:
(919) 528 -1347
3g.
Fax no.:
3h.
Email address:
don(@longleafds.com
4.
Agent /Consultant Information (if applicable)
4a.
Name:
Martin Richmond
4b.
Business name
(if applicable):
Withers & Ravenel
4c.
Street address:
115 MacKenan Drive
4d.
City, state, zip:
Cary, NC 27511
4e.
Telephone no.:
(919) 271 -0368 (mobile) (919) 535 -5206 (office)
4f.
Fax no.:
4g.
Email address:
mrichmond(a)withersravenel.com
FORM: BA 10 -2013 Page 1 of 6

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Wake Co PIN# 0658574596 (Impact Parcel)
1 b. Site coordinates (in decimal degrees):
Latitude: 35.6414 °N
Longitude: - 78.8126 °W
1 c.
Property size:
Entire Parcel - 116.44 acres;
Project Area — 0.5 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Basil Creek (Bass Lake); Stream Index: 27- 43 -15 -3
2b.
Water Quality Classification of nearest receiving
Class B; NSW
water:
2c.
River basin:
Neuse River Basin - 03020201
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Project involves proposed subdivision development of two upland parcels (Parcels 1 & 2). This authorization is
for construction of a sanitary sewer line on the adjacent, down - gradient parcel (Impact Parcel) owned by Town
of Holly Springs. The impact parcel and two subdivision parcels are currently undeveloped /agricultural use.
The general land use in the vicinity of the project consists of a mixture of residential land use.
3b.
Attach an 8 '/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8' /z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
60 If of perennial stream within project area.
3e.
Explain the purpose of the proposed project:
The purpose of the proposed project is to construction a sanitary sewer crossing, which will tie into an existing
sewer line in order to provide sewer service for the Logan's Manor subdivision.
3f.
Describe the overall project in detail, including the type of equipment to be used:
Project involves installation of sanitary sewer line, originating from upgradient proposed Logan's Manor
subdivision, and connecting to existing sanitary sewer interceptor line located on the south side of the perennial
stream. The sewer line will be installed below the stream using jack and bore in order to avoid impacts to the
stream. Equipment used will be typical heavy construction equipment.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments: Stream buffer determination
project (including all prior phases) in the past?
conducted by NCDWQ February 2013
4b.
If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company:
Name (if known): Martin Richmond
Withers & Ravenel
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
Stream Buffer Determination Letter (NBRRO #13 -004) issued by NC DWQ on Feb 7, 2013. The Buffer
Determination letter is included with this submittal.
Withers & Ravenel conducted a wetland delineation of the proposed project, including the subdivision and
sewer outfall, and determined that there were no wetlands within the project area. As a result of the
installation of the sewer line below the stream using jack and bore, there will be no impacts to jurisdictional
features and a formal Jurisdictional Determination from the Corps is not required.
FORM: BA 10 -2013 Page 2 of 6

B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
FORM: SSGP3080 8 -13 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected
® Neuse
❑ Tar - Pamlico ❑ Catawba
basin?
❑ Randleman
❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts
require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
Impact #1
Construction of
Allowable with
UT to Basil
® Yes ❑ No
769
523
® P ❑ T
Non - electric
Mitigation
Creek
Utility (Sewer)
Impact #2
Construction of
Allowable
UT to Basil
❑ Yes ® No
1461
1642
❑ P ® T
Non - electric
Creek
Utility
(Temporary
Construction
Corridor)
Total
buffer impacts
2,230
2,165
_11c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed sewer line been designed to connect to the existing interceptor line at an existing manhole in a
location providing for minimal impacts to the riparian buffers. Please note that the proposed sewer alignment
will cross the riparian buffers at greater than a perpendicular angle (75° - 105 °). As a result of the existing
interceptor line being so close to the stream, the proposed sewer alignment could not be designed for a
perpendicular crossing without resulting in a 90° connection the interceptor line. A 90° sewer connection is
typically avoided due to the higher risk of blockages and backups. Therefore, the proposed sewer alignment
could not be designed as a perpendicular crossing, and the application is proposing mitigation for "non -
perpendicular" impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Silt fencing will be installed around all disturbed areas to prevent accidental impact and sedimentation of
undisturbed buffers. Necessary equipment and materials will be staged in uplands. Access to work area will be
from uplands. Installation of the sewer line will be through subsurface boring, eliminating open -cut impacts to
jurisdictional stream.
FORM: BA 10 -2013 Page 4 of 6

C. Impact Justification and Mitigation, continued
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
® Yes ❑ No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires
calculate the amount of mitigation required in the table below.
mitigation and
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
Non - Perpendicular Non - Electric Utility
Crossing (Sewer)
769 sq ft
3 (2 for
Catawba)
2,307 sq ft
Zone 2
Non - Perpendicular Non - Electric Utility
Crossing (Sewer)
523 sq ft
1.5
784.5 sq ft
Total buffer mitigation
required:
3,091.5
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
® Yes ❑ No
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e.
If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: SSGP3080 8 -13 Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
N/A
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
of public (federal /state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal /state /local) funds or the use
❑ Yes ® No
of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA /SEPA)?
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Martin Richmond — W &R
Authorized Agent
Applicant/Agent's Printed Name
Applicant /Agent's Signature
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent For government transportation projects sent
by First Class Mail via the US Postal Service: by delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
1650 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1650 Raleigh, NC 27604
For all other projects sent by First Class Mail For all other projects sent by delivery service
via the US Postal Service (UPS, FedEx, etc.):
Karen Higgins OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1650 Raleigh, NC 27604
12/3/14
Date
FORM: BA 10 -2013 Page 6 of 6

RIPARIAN BUFFER
AUTHORIZATION CHECKLIST

WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Logan's Manor
W &R Project No. 02140355.00
Buffer Authorization Request Information
Applicant - Crosswinds Development, Inc.
William Wynn
2550 Capital Drive, Suite 105
Creedmoor, NC 27522
Property Owner — Subdivision Parcels (Parcels 1 & 2):
Same as Applicant
Impact Parcel:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540 -9092
Physical Address — 634 Bass Lake Road (Subdivision)
Holly Springs, NC 27540
Municipality — Town of Holly Springs
County - Wake County
PIN - Wake Co PIN #:
Subdivision Parcel 1: 0658690331
Subdivision Parcel 2: 0658681999
Impact Parcel: 0658574596
Drainage Basin — Neuse River Basin
HUC Code: 03020201
Receiving Waters — Basil Creek
Stream Index: 27- 43 -15 -3
Classification: Class B; NSW
Decide _ rgees — 35.6414 °N; - 78.8126 °W
USGS Quad Map — Apex Quadrangle
Soils Map — Wake County Soil Survey — Sheets 83 & 90
115 Mad(enan Drive Cary, North Carolina 227511 tel: [phone] fax:[phone] www.withersravenel.com

AGENT AUTHORIZATION FORM

WITHERS �. r MAVEN EL
ENGINEERS PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Crosswind Development, Inc (Client) does hereby appoint Withers &
Ravenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state
and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of
Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and
approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters,
riparian buffers, etc.) and /or; b) preparation and submittal of appropriate environmental permit
applications /requests for the Logans' Manor Subdivision, located in Holly Springs, NC.
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests /applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date: I VV ) N
Agent's Name, Address & Telephone: Signature of Client: jJ
Witharc R RavPnal Inr. ( 11 0 w Il 1 tne_ V, de4%
(Name - Print) (Title)
115 Mar. enan Drive
//. Azz�
ti
27511 ( ignature)
TPI (91_91 -469 -3340 a5f() COQ, -4- 1
Mailing Addres
+ire- eJm000 IN c c ?5'(9a
City State Zip
q
Phone: 119 ` r7 3 b - Ll r7 AN)
Email: j a�(�uVn/1 G 3 +e� Of►�
115 MacKenan Drive I Cary, NC 27511 I tel.: [phone] fax: [phone] I www.withersravenet.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

Bass Lake -
Mike 11 ynd
Parcel 1, PIN
#0658690331
PIN:0658690331
Real Estate ID: 0180725
Map Name: 0658 02
Owner: CROSSWIND DEVELOPMENT INC
Mailing Address 1: 2550 CAPITOL DR STE 105
Mailing Address 2: CREEDMOOR NC 27522-
9450
Deed Book: 015743
Deed Page: 02164
Deed Date: 08/05/2014
Deeded Acreage: 10.01
Assessed Building Value: $1,002
Assessed Land Value: $615,600
Total Assessed Value: $616,602
Billing Class: Business
Property Description: PROP OF EDDIE FAULK
BM1987 -00671
Heated Area: 1358
Site Address: 0 BASS LAKE RD
City: HOLLY SPRINGS
Township: Holly Springs
Year Built: 1940
Total Sale Price: $436,600
Sale Date: 02/26/2014
Type and Use: SINGLFAM
Design Style: Conventional
Land Class: ACRE HS
Old Parcel Number: 781 - 00000 -0062
A
0 100 200 400 Feet
1 inch = 200 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

Bass lake Rd
/S [ake
\ wyhd
Parcel 2, PIN
#0658681999
PIN: 0658681999
Real Estate ID: 0057237
Map Name: 0658 02
Owner: CROSSWIND DEVELOPMENT INC
Mailing Address 1: 2550 CAPITOL DR STE 105
Mailing Address 2: CREEDMOOR NC 27522-
9450
Deed Book: 015743
Deed Page: 02164
Deed Date: 08/05/2014
Deeded Acreage: 7.5
Assessed Building Value: $0
Assessed Land Value: $372,000
Total Assessed Value: $372,000
Billing Class: Business
Property Description: TR2 PROP OF EDDIE
LEE FAULK BM1992 -00181
Heated Area: 0
Site Address: 634 BASS LAKE RD
City: HOLLY SPRINGS
Township: Holly Springs
Year Built: 0
Total Sale Price: $0
Land Class: VACANT
Old Parcel Number: --
A
0 100 200 400 Feet
1 inch = 200 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

r
B0s0l creek
Bass
Lake
Retreat
Center
Town of Holly Springs
Parcel, PIN #0658574596
PIN:0658574596
Real Estate ID: 0067318
Map Name: 0658 02
Owner: HOLLY SPRINGS TOWN OF
Mailing Address 1: 128 S MAIN ST
Mailing Address 2: HOLLY SPRINGS NC
27540 -9092
Deed Book: 015083
Deed Page: 01895
Deed Date: 12/31/2012
Deeded Acreage: 116.44
Assessed Building Value: $251,228
Assessed Land Value: $6,518,250
Total Assessed Value: $6,769,478
Billing Class: Exempt
Property Description: PRINCE LAND, R K
JONES & OTHERS
Heated Area: 3770
Site Address: 2033 GRIGSBY AVE
City: HOLLY SPRINGS
Township: Holly Springs
Year Built: 1955
Total Sale Price: $1,000,000
Sale Date: 12/31/2012
Type and Use: SINGLFAM
Design Style: Conventional
Land Class: ACRE HS
Old Parcel Number: --
A
0 205 410 820 Feet
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

USGS QUAD MAP &
WAKE CO. SOIL SURVEY

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L LOGAN'S MANOR WITHERS &- RAVEN EL
SEWER OUTFALL "A" WAKE CO. SOIL SURVEY - SHEET 83 &90 ENGINEERS 1 PLANNERS I SURVEYORS
GS WAKE COUNTY NORTH CAROLINA

DWQ BUFFER
DETERMINATION LETTER

EBX LETTER OF RESERVATION

Upper Neuse Buffer - Nutrient Reduction Bank
Forrest Creek Riparian Buffer Mitigation Bank
Neuse Buffer Umbrella Bank
Statement of Availability December 4, 2014
NC Division of Water Quality
Ms. Katie Merritt
401 Oversight /Express Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Re Project: Logan's Manor
U.S. Army Corps of Engineers
Mr. James Lastinger
Regulator Project Manager
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
This document confirms that Crosswinds Development, Inc. (Applicant) for the Logan's Manor
Project has expressed an interest to utilize 3,091.5 Square Feet of Riparian Buffer Mitigation
Credits from either of the EBX Neuse Riparian Buffer Umbrella Mitigation Bank (Nahunta Site)
located in the Neuse HUC 03020201. As the Bank Sponsor for the site, EBX attests to the fact
that mitigation is available for transfer upon permit issuance at this time.
Banker will notify applicant if the 3,091.5 Square Feet of Riparian Buffer Mitigation become
considered "At Risk" of not being available prior to permit issuance. Credits are not considered
secured until payment in full is received from the applicant resulting in the issuance of a and
Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits from the
bank and the Banker has accepted full responsibility for the mitigation obligation requiring the
credits /units.
The Banker will issue the Affidavit of Sale within three (3) days of receipt of the Purchase Price.
Banker shall provide to Applicant with a copy of the Affidavit of Sale and a documented copy of
the debit of credits from the Bank Official Credit Ledger(s) showing the permit number and the
resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official
Credit Ledger will also be sent to regulatory agencies showing the proper documentation.
If any questions need to be answered, please contact me at 239 - 872 -1678
Best Regardjs�
%n /.c
Matthew R. Fisher
EBX
909 Capability Drive Suite 3100. Raleigh, NC 27606

IMPACT EXHIBITS

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SEE IMPACT
EXHIBIT FOR
DETAILS
GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
LOGAN'S MANOR WITHERS & RAVENEL
SEWER OUTFALL OVERALL PROJECT AREA ENGINEERS 1 PLANNERS 1 SURVEYORS

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ZONE 2 (P)
IMPACT 2-
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IMPACT 1 - PERMANENT
ZONE 1
769 SF
ZONE 2
523 SF
IMPACT 2 - TEMPORARY
ZONE 1
1461 SF
ZONE 2
1642 SF
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\ GRAPHIC SCALE
\ 50 0 25 50 100
1 inch = 50 ft.
LOGAN'S MANOR I II WITHERS`& RAVENEL II
SEWER OUTFALL BUFFER IMPACT EXHIBIT I SURVEYORS