20072022 Ver 6_Riparian Buffer Authorization_20171206

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
December 6, 2017
S&EC Project #8781.W38
NC Division of Water Resources
401 & Buffer Permitting UnitQ
Attn: Karen Higgins
512 N. Salisbury Street (9th floor)
Raleigh, NC 27603 AFF 0 6 2017
From: Deborah E. Shirley
Soil & Environmental Consultants, P.A.
8412 Falls of Neuse Road, Ste. 104
Raleigh, NC 27615
Re: Fendol Farms -Phase 1: Riparian Buffer MODIFICATION (formally known as Laurel Grove -Phase
1 and Sierra -Phase 1)
AID# SAW -2013-01687 & DWQ Project #07-2022, Ver.5
Durham, Durham County, NC
On behalf of the owner, RREF II -FH NC Sierra, LLC (Attn: Aimee Carlson) please find attached a complete
Buffer Authorization application and supplemental information requesting written concurrence from the N.C.
Division of Water Resources (NCDWR) for the additional riparian buffer impacts necessary for the
construction of the subject project. No additional stream/wetland impacts are proposed.
The purpose of this modification request is that the impacts previously requested for the road crossings were
not fully understood at the early stages of design, and rock being encountered during construction of the
sanitary sewer required an alternate construction plan. Please contact me at [phone] if you have
any questions or would like additional information.
PROJECT SUMMARY
Project Name
Fendol Farms -Phase 1
Project Type
Residential Subdivision
Owner / Applicant
RREF II -FH NC Sierra, LLC
County
Durham
Nearest Town
Durham
Waterbody Name
Lick Creek
Basin/HUC
Neuse/03020201
Index Number
27-11-(0.5)
Class
WS -IV, NSW
PREVIOUSLY AUTHORIZED CURRENT REQUEST
Stream Impact (acres):
0.124
0
Wetland Impact (acres):
0.04
0
Open Water Impact (acres):
0
0
Total Impact to Waters of the U.S. (acres)
0.164
0
Total Stream Impact (linear feet):
802
0
Total Riparian Buffer Impacts (sq. ft.):
Zone 1: 62,174
Zone 2: 55,128
Zone 1: 6,017
Zone 2: 11,622

Attachments:
Riparian Buffer Authorization Form
Project History Table
Agent Authorization Form
NRCS Soil Survey Map & USGS Topographic Map
Neuse Buffer Determination Letters (NBRRO# 12-249)
401 Approval -Sierra Subdivision-DWQ #07-2022, Ver. 4)
404 Nationwide Permit Verification -AID SAW -2013-01687
Mitigation Transfer Certificate -RES
Compensatory Mitigation Responsibility Transfer Form
401 Approval -Sierra Subdivision-DWQ #07-2022, Ver. 5)
Exhibits A & B
Statement of Availability -RES
Overall Site Plan -for Impact location Reference (not updated)
Impact Exhibits

� l �
State 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:
Fendol Farms -Phase 1 (formally known as Laurel Grove -Ph. 1 and Sierra -Phase 1)
1 b. County:
Durham
1c.
Nearest municipality:
Durham
1 d. Subdivision name:
Fendol Farms (formally known as Laurel Grove and Sierra)
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
2a.
Name on Recorded Deed:
RREF-11 FH NC Sierra, LLC
2b.
Deed Book and Page No.
Deed Bk: 7763; Deed Pg: 827
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
Could not locate.
2d.
Responsible Party
(for Corporations):
Aimee Carlson
2e. Street address:
790 NW 107th Ave., 4"' Floor
2f.
City, state, zip:
Miami, FL 33172
2g.
Telephone no.:
954-766-8378
2h.
Fax no.:
N/A
2i.
Email address:
Aimee,carlson{�iflaltocanital,com
3.Applicant
Information (if different from owner)
3a.
Applicant is:
❑ Agent ® Other, specify: Owner
3b.
Name:
3c.
Business name
(if applicable):
3d.
Street address:
3e. City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
N/A
3h.
Email address:
401 & BUFFER PERMITTING
4.
Agent/Consultant Information (if applicable)
4a.
Name:
Deborah E. Shirley
4b.
Business name
(if applicable):
Soil & Environmental Consultants, PA
4c.
Street address:
8412 Falls of Neuse Road, Suite 104
4d.
City, state, zip:
Raleigh, NC 27615
4e. Telephone no.:
919-846-5900
4f.
Fax no.:
919-846-9467
4g.
Email address:
dshirievla'�.sandec.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):
0860-03-20-2938, 0860-03-10-1696, 0769-01-29-1773,
0769-01-38-1731
1 b. Site coordinates (in decimal degrees): IMPACT # 7
Latitude: 35.9505
Longitude: -78.7912
t 184 acres (all of phase 1)
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
UT to Lick Creek, 27-11-(0.5)
2b. Water Quality Classification of nearest receiving
WS -IV; NSW
water:
2c.
River basin:
Neuse; Hydrologic Unit Code 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: The existing conditions on site consist of large parcels of previously forested land that have
been graded and infrastructure has been constructed. The general land use in the vicinity of the project is rural
residential.
3b.
Attach an 8'h x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c.
Attach an 8'/ 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:
Approximately 11,395 linear feet (before construction)
3e.
Explain the purpose of the proposed project:
The purpose of the project is to provide construction corridors for infrastructure previously permitted, and request
authorization for two areas not quantified but shown in the previous impact exhibits
3f.
Describe the overall project in detail, including the type of equipment to be used.-
sed:The
Theoverall project consists of constructing three (3) road crossings, sanitary sewer and a pedestrian trail, all
previously permitted but additional riparian buffer impacts needed for construction purposes. Equipment such
as bull dozers, bucket loaders, excavators and other typical equipment used for land disturbance and
construction will be utilized.
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:
project (including all prior phases) in the past?
4b.
If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Soil &
Name (if known): Bob, Zarzecki & Steven Ball, field verified by
Environmental Consultants, PA
Eric Alsmeyer AID# SAW -2013-01687
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USA CE -site visits with Eric Alsmeyer on November 20, 2012 and August 1, 2013. NCDWQ-site visits with
Martin Richmond on October 10, 2012 and December 19, 2012 (NBRRO #12-249).
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
® Yes ❑ No ❑ Unknown.
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
A PCN Application was submitted on August 8, 2017 by Soil & Environmental Consultants, PA. A 401 Water
Quality Certification Approval was issued on Sept. 14, 2017 (DWQ Project #07-2022v5) 18 linear feet of
temporary stream impacts and 0.04 acres temporary wetland impact. A 404 Nationwide Permit Verification was
also issued via email on Sept. 14, 2017 (non -notifying NWP 12). See attached Table.
Previous to the above: A PCN Application was submitted on June 4, 2015 by Soil & Environmental Consultants,
PA. A 401 Water Quality Certification and Neuse Buffer Authorization Approval were issued on June 25, 2015
(DWQ Project #07-2022v4) 784 linear feet of stream impacts and 62,174 ft2 of Zone 1 & 55,128 ftz of Zone 2 of
Neuse River Buffers. A 404 Nationwide Permit Verification was also issued on July 6, 2015 (AID # SAW -2013-
01687) for 874 linear feet of stream for road crossings and sanitary sewer line crossings. See attached Table.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
This project will be permitted in two (2) phases. Phase 2 is currently going through the review process with the
City of Durham, and will be submitted to the USACE & the NCD WR in the near future.
FORM: SSGP3080 8-13 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MIUST fill out Section D of this
form.
Buffer impact
number —
Type of impact
Stream
Buffer mitigation
Zone 1
Zone 2
Permanent (P)
Reason for impact
(exempt, allowable,
allowable w/ mitigation)
name
required?
impact
(sq ft)
impact
(sq ft)
or Temporary
Utility-
UT to Lick
B1 (#3)®P ❑ T
Construction
Allowable
Creek
❑ Yes ® No
0
2,544
Corridor
Utility-
UT to Lick
B2 (#4)® P❑ T
Construction
Allowable
Creek
❑ Yes ® No
0
3,286
Corridor
B3 (#5)® P❑ T
Road Crossing
Allowable
UT to Lick
® Yes ❑ No
2,707
1,372
w/mitigation
Creek
B4 (#7)® P❑ T
Road Crossing
Allowable
UT to Lick
® Yes ❑ No
1,717
2,154
w/mitigation
Creek
B5 (#8)® P❑ T
Road Crossing
Allowable
UT to Lick
Creek
❑ Yes ® No
1,364
865
B6(#10)®P❑ T
Utility &
Allowable
UT to Lick
® Yes ❑ No
229
1,401
Pedestrian Trail
w/mitigation (Zone 1)
Creek
Total buffer impacts
6,017
11,622
1c. Comments:
FORM: BA 10-2013 Page 4 of 6

C. Impact Justification and Mitigation, continued
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Per the project engineer, the entire site is subject to Durham County Erosion Control regulations and has
been permitted in accordance with those requirements. Silt fencing and silt fence outlets will be
incorporated at every stream crossing to prevent erosion during construction.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NOTE THAT ALL NEW REQUESTED IMPACT AREAS ARE SHOWN WITHIN THE CLOUDED AREAS ON
THE IMPACT EXHIBITS: Impact Areas 3 & 4 are necessary for the construction of the sanitary sewer line. The
proposed Zone 2 impacts increase the construction easement of the sanitary sewer line in this area by 20 feet. In
these two areas, it was determined post -approvals that the sanitary sewer easement was authorized to be
constructed extremely close to the jurisdictional stream, on a very steep slope and through initial exploration,
underground rock was encountered. These facts, and added to that the depths needed to construct the sanitary
sewer line and the unstable soils from digging at 24 feet + depths, per the contractors it was determined that the
conditions were unsafe to install the sanitary sewer according to the standard construction methods. Please see
attached exhibits A & B provided by the contractors. It was determined that the alternative that minimized impacts
to jurisdictional streams and riparian buffers was to widen the construction corridor "upslope , which would result
in additional Zone 2 impacts by 2,544 ft' and 3,286 ftz consecutively. Impact Areas 5, 7 & 8 are all necessary for
the "construction" of the Cast In Place (CIP) walls required for the road crossings. The previous impact extents
were shown at the face of the CIP wall, this does not leave enough room for the construction of the 20' high walls.
In addition, the footings have a small jut that extends past the face of the CIP wall that would not have been fully
understood at the early stages of road crossing design. The foundation design happens later at building
permitting. Impact areas 5 & 7 require additional buffer mitigation. Impact Area 10 are two areas of riparian
buffer impacts that were shown on the previously submitted and approved impact exhibits, but were not
quantified. The Zones 1 & 2 impacts are necessary for sanitary sewer construction and the pedestrian trail.
Mitigation is proposed for the Zone 1 impacts.
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
® Yes ❑ No
mitigation?
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet (square feet
Zone 1 Road Crossings 5 & 7, Parallel Utility 10 4,653 3 (2 for Catawba) 13,959
Zone 2 Road Crossings 5 & 7 3,526 1.5 5,289
Total buffer mitigation required: 19,248
2c.
If buffer mitigation is required is payment to a
® Yes ❑ No
mitigation bank or NC EEP proposed?
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP. SOA attached
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
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal/state) land?
Manual and attach a BMP Supplement Form.
1b.
The stormwater management plan (SMP) has been submitted to the City of Durham for
❑ Yes ❑ No
review and anticipated approval. This SMP includes Stormwater Control Measures
environmental document pursuant to the requirements of the National or State (North
(SCM) to meet the diffuse flow requirements.
F.
Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
❑ Yes ® No
public (federal/state) land?
1b.
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.)
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): It is my
understanding that a Notice of Violation was previously issued for this project.
Deborah E. Shirley Applicant/Agent's Signature December 6,
Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization letter ro the applicant is 2017
provided.) Date
Send this completed 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
FORM: BA 10-2013 Page 6 of 6

B. Project information and Prior Project History
5. Project History
Previous impacts Approved in 401 Water Quality Certification Approval on Sept. 14, 2017 (DWQ Project
#07-2022v5):
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of
Type of wetland
Forested
Type of jurisdiction (Corps-
Area of impact
number -Permanent or
impact
(if known)
404, 10, DWR-non-404,
(acres)
Temporary
other)
W1(#11) ❑ P ® T
Force Main-
Bottomland
❑ Yes
® Corps
0.04
Open -Cut
Hardwood Forest
® No
❑ DWQ
Excavation
2g. Total wetland impacts
0.04
3a.
3b.
3c.
3d.
3e.
3g
Stream impact
Type of
Stream name
Perennial or
Type of jurisdiction
Impact length
number -Permanent
impact
intermittent ?
(Corps - 404, 10
(linear feet)
or Temporary
DWQ — non -404, other)
S1 (#10) ❑ P ® T
Force Main-
Lick Creek
® PER
® Corps
18
Open Cut
❑ INT
❑ DWQ
Excavation
3h. Total stream and
18
tributary impacts

B. Project information and Prior Project History
Previous impacts Approved in 401 Water Quality Certification Approval on June 4, 2015 (DWQ Project
#07-2022v4):
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial or
Type of jurisdiction
Average
Impact
number -Permanent
intermittent?
(Corps - 404, 10
stream
length
or Temporary
DWQ - non -404,
width
(linear
other)
(feet)
feet)
S1 (#1) ❑ P ®T
Sanitary Sewer-
UT to Lick
[:1 PER
® Corps
6'
31
Excavation
Creek
® INT
DWQ
S2 (#3A) ❑ P ®T
Sanitary Sewer-
UT to Lick
® PER
® Corps
9'
46
Excavation
Creek
❑ INT
❑DWQ
S3 (#38) ❑ P ®T
Sanitary Sewer-
UT to Lick
® PER
® Corps
7'
59
Excavation
Creek
❑ INT
❑ DWQ
S4 (#4) ❑ P ® T
Sanitary Sewer-
UT to Lick
❑ PER
® Corps
3'
32
Excavation
Creek
® INT
❑ DWQ
S5 (#5) ® P ❑ T
Road Crossing -Culvert
UT to Lick
Creek
❑ PER
® INT
® Corps
❑ DWQ
7'
137
S6 (#5) ❑ P ® T
Road Crossing-
UT to Lick
❑ PER
® Corps
91
10
Temporary Construction
Creek
® INT
❑ DWQ
S7 (#6) ❑ P ® T
Sanitary Sewer-
UT to Lick
❑ PER
® Corps
5'
41
Excavation
Creek
® INT
❑ DWQ
S8 (#7) ® P ❑ T
Road Crossing -Culvert
UT to Lick
Creek
® PER
❑ INT
® Corps
❑ DWQ
12'
262
S9 (#7) ® P ❑ T
Permanent FAIDiverted
UT to Lick
❑ PER
® Corps
5'
21'
Stream
Creek
® INT
❑ DWQ
S10 (#8) ® P ❑ T
Road Crossing -Culvert
UT to Lick
Creek
❑ PER
® INT
® Corps
❑ DWQ
3'
115
S11 (#9) ®P ❑ T
Road Crossing -Culvert
UT to Lick
E:1 PER
® Corps
30
Extension
Creek
® INT
F-1DWQ3'
3h. Total stream and tributary impacts
784

B. Project information and Prior Project History
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact (square
Zone 2 impact
Permanent or
Stream name
mitigation
feet)
(square feet)
Temporary
required?
B1 (#1) ® P ❑ T
Sanitary Sewer -Parallel
UT to Lick
Creek
® Yes
❑ No
9131
11294
B2 (#1) ®P ❑ T
Sanitary Sewer-
UT to Lick
❑ Yes
1888
1383
Perpendicular
Creek
® No
B3 (#1) ® P ❑ T
Pedestrian Trail
UT to Lick
Creek
❑ Yes
® No
471
0
B4 (#2) ® P ❑ T
Bypass channel
UT to Lick
Creek
❑ Yes
® No
1007
897
B5 (#2) ® P ❑ T
Pedestrian Trail
UT to Lick
Creek
❑ Yes
® No
0
1860
B6 (#3A) ® P ❑ T
Sanitary Sewer -Parallel
UT to Lick
Creek
® Nos
0
1137
67(#3A) ®P [:1 T
Sanitary Sewer-
UT to Lick
El Yes
1810
899
Perpendicular
Creek
® No
B8 (#3A) ® P ❑ T
Pedestrian Bridge & Trail
UT to Lick
Creek
®Nos
557
462
B9 (#3B) ® P ❑ T
Sanitary Sewer -Parallel
UT to Lick
Creek
Nos
6364
6483
B10 (#3B)� P[:] T
Sanitary Sewer-
UT to Lick
El Yes
3993
533
Perpendicular
Creek
® No
B11(#3B)® P ❑ T
Pedestrian Trail
UT to Lick
Creek
® Nos
0
408
B12(#4)® P ❑ T
Sanitary Sewer -Parallel
UT to Lick
Creek
® Yes
❑ No
6525
7101
613(#4)®P [I T
Sanitary Sewer-
UT to Lick
El Yes
1916
851
Perpendicular
Creek
® No
B14(#4)® P ❑ T
Pedestrian Bridge & Trail
UT to Lick
Creek
❑ Yes
® No
360
16
B15(#5)® P ❑ T
Road Crossing
UT to Lick
Creek
® Yes
❑ No
8595
6280
B16(#6)® P ❑ T
Sanitary Sewer -Parallel
UT to Lick
Creek
® Yes
❑ No
92
793
B17(#6)®P El T
Sanitary Sewer-
UT to Lick
El Yes
2246
1416
Perpendicular
Creek
® No
B18(#6)® P ❑ T
Pedestrian Trail
UT to Lick
Creek
® Nos
364
11
B19(#6)® P ❑ T
Bypass channel
UT to Lick
Creek
❑ Yes
® No
267
0
B20(#7)® P ❑ T
Road Crossing
UT to Lick
Creek
® Yes
❑ No
7849
5290
B21(#8) ® P ❑ T
Road Crossing
UT to Lick
Creek
® Nos
6790
4586
622(#9)®P El T
Road Widening -Culvert
UT to Lick
El Yes
1718
2681
Extension
Creek
® No
B23(#10)®P [:1 T
Sanitary Sewer-
UT to Lick
El Yes
231
747
Perpendicular
Creek
® No
6h. Total buffer impacts
62,174
55,128

Environmental Consultants,
8412 Falls of Meuse Road, Suite 104, Raleigh, NC 27615 • Phonc [phone] • Fax [phone]
sandcc.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Fendol Farms -Offsite Force Main Easement S&EC Project # 8781
Date: i I s1 1i
The Department of the Army
U,S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Field Office: VaWWROQUIstl
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S, Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899, This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions. 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 S8LEC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL. INFQRMATIQN:
Parcel Index Number(s) (PIN): Of§ite Farce Main Easement
Site Address:
City, County, State: Durham, Durham County NC
..••..i •,! •' •
Name: RREF-II FH NC Sierra LLC
Mailing Address: 790 NW 107th Avenue 4th Floor Miami FL 33172
Telephone Number: 954-766-8378
RREF II -FH NC Sierra, LLC, by RREF II -FH Sierra JV Member, LLC, Its manager, by Rialto Real Estate Investment Fund II, LP, its sole member,
by Rialto Partners, GP, II, LLC, its general partner, by Rialto Capital Advisors, LLC, Its attorney In fact, by Aimee Carlson, Authorized Signatory
Property Owner (lease print) Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

S&
EC

NCD►ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, PE
Governor Director
Bob Zarzecki
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd
Raleigh, NC 27614
February 27, 2013
John E. Skvarla, III
Secretary
Subject: Surface Water Determination Letter
NBRRO# 12-249
Wake County
The Raleigh Regional Office of the NC Division of Water Quality/Surface Water Protection Section conducted a
site visit at the subject property and is providing the below -listed determination pursuant to your request for a formal
surface water determination:
BASIN:
® Neuse (15A NCAC 28.0233) ❑ Tar -Pamlico (15A NCAC 2B.0259)
® Ephemeral/IntermittentlPerennial Determination ❑ Isolated Wetland Determination
Project Name: Sierra Tract Durham (Falls Lake)
Location/Directions: Subject property is undeveloped tract(s) located north of Leesville Rd
and east of Doc Nichols Rd in Durham County. Previous determinations
have been made on these properties separately. This determination
combines previous determinations with 2012 field evaluations to provide
comprehensive determination for entire project.
Subject Stream:
UT's to Lick Creek
Date of Determination: October 10, 2012 and December 19, 2012
Feature
E/I/P*
Not Subject
Subject
Start@
Stop@ Stream
Form Pts.
Soil
Survey
USGS
To o
Al
I
X
Flag AI
X
A2
P
X
Confluence
with D
X
X
B
X
C
X
D
I
X
Flag D3
Confluence
with A
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet mmmwaterquality.org 1628 Mail Service Center Raleigh, NC 27699-1628
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
NoBC Carolina
,vaNAAMy
Phone [phone] Customer Service
FAX [phone]

Sierra Tract Durham
Durham County
February 27, 2013
Page 2 of 3
�MM�fflm�
OO©�OFTIN
Mar
*HhT = Ephemeral!Intermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Durham County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWQ or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected

Sierra Tract Durham
Durham County
February 27, 2013
Page 3 of 3
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c% Karen Higgins, DWQ Wetlands/401 Unit, 1650 Mail Service
Center, Raleigh NC 27699-1650.
This determination is final and binding unless, as detailed above, you ask for a bearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Quality (including any other Local, State, and Federal
Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This
project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the
Division of Water Quality (Central Office) at (919)-807-6301, and the US Army Corp of Engineers (Raleigh
Regulatory Field Office) at (919)-544-4884.
Respectfully,
Martin Ric and
Environm tal Specialist
cc: RRO/S WP File Copy

SIERRA (S&EC 8781)
DWQ On-site Stream Determinations
October 10, 2012 & December 19, 2012
On October 10, 2012 and December 19, 2012, Mr. Martin Richmond of the N.C. Division of Water Quality
(DWQ) conducted on-site stream determinations with Mr. Bob Zarzecl i of Soil & Environmental
Consultants, PA (S&EC) at the SIERRA development property. Mr. Richmond's confirmed determinations
are provided in Table 1 below and the attached maps.
Table 1— DWQ Confirmed Stream Determinations:
Label
Start
USGS
Soil
Subject to
Intermittent
Notes*
Flao
Survey
Neuse Buffers
or Perennial
A
Al
No*
Yes
Yes
DW
*Shown on USGS at
determined to
confluence with off-site
be intermittent
stream; DWQ lowered the
from flag_Al to
origin (flats Al)
confluence
approximately 10 feet from
the original flAglocation
with stream
Rte" &
Iperennial
below this
I
confluence.
B
A&
No
No
No
n/a
Ephemeral;,
C
n/a
No
No
No
n/a
Ephemeral;
D
D3
No
No
No
Intermittent
Very Short Section before
confluence with Feature
I
I
"A"
E
EI
No
No
No
Intermittent
Very Short Section before
confluence with "F' ; Only
"F" shown on Soil Surve
F
F3
No
Yes
Yes
Intermittent
DWO determined that
"F" begins at flag
Istream
"F3" and is ephemeral
above this flag. (flags `F1°'
and "F2" were removed
G
n/a
No
Yes
No
n/a
Ephemeral;
H
H1
No*
Yes
Yes
DWO
Not shown on USGS until
determined to
below confluence with "A";
be intermittent
from flag Hl to
confluence
with stream
671P &
perennial
below this
confluence.
I
I l
No
No
No
Intermittent
Not on Maps;
J
n/a I
No
No
Ng,
n/a
E hem • Not on I s
7 so
/) 0440 0i 0
rew, -7,�

SIERRA (S&EC 8781)
DWQ On-site Stream Determinations
October 10, 2012 & December 19, 2012
Label
Start
USGS
Soil
Subject to
Intermittent
Notes*
Flag
Survey
Neuse Buffers
or Perennial
K
KI
No
No
No
intermittent
Not on ;
L
Ll
No
Yes
Yes
Intermittent
M
M1
No
Yes
Yes
Intermittent
N
N 1
No
Yes
Yes
Intermittent
O
-
No
Yes
No
n/a
DWO determined stream
"0" to be cMemeral on and
within 50 feet of the
property. (flag "02" was
remov
P
Pi
No
No
No
Intermittent
Not on Maps;
Q
n/a
No
Yes
Yes
Intermittent
No flag, begins offproperty
at road culvert
1
1
No
No
No
n/a
E hem
2
Q2
No
No
No
n/a
Ephemeral;
R
RI
No
No
No
Intermittent
S
St
No
Yes
No
n/a;
Shown on early 2008
application exhibits, but
without buffers; not shown
at all on final 2008
application exhibits; DWO
determined to be ephemeral
with a calculated score of
l 8.0 oints
T
T4
No
Yes
Yes
Intermittent
Start Intermittent channel @
"74"; DWO determined all
channels above flag "T4" to
be ephemeral. flan 12. T3,
i
& TS were remov
TI
Tl
No
No
No
i &AMittent
Intermittent at confluence of
two ephemeral channels
U
U1
No
Yes
Yes
Intermittent
V
Vl; V2
No
No
No
Intermittent
Start at "V2"; marginal up
to "V 1 "; Not evaluated by
DWO since not on maps;
W
W1 -W2,
Yes
Yes*
Yes
Intermittent
Start at "Wl", stop at "W2",
W3 -W4
"WI -W2"&
restart at 11W3, stop at
"W3 -W4"
"W4"; NOT subject above
"W 1 ", between "W2 -W3",
or below(north) of 6'W4"
X
n/a
No
Yes
No
n/a
DWO determined to be
ephemeral. (flea "XI" was
removed)
Page2.AfJ.

SIERRA (S&EC 8781)
DWQ On site Stream Determinations
October 10, 2012 & December 19, 2012
Label
Start
USGS
Soil
Subject to
Intermittent
Notes'
Flag
Survey
Neuse Buffers
or Perennial
Y
Yi
No
Yes
Yes
Intermittent
Z
Zl
No
Yes
Yes
Intermittent
AA
AAl
No
No
No
Intermittent
BB
n/a
No
Yes
No
n/a
Ephemeral, Not si bject, no
buffers shown in 2008
a lication
CC
CCO1
No
No
No
Intermittent
Not on
DD
n/a
No
No
No
n/a
Not on maps; Thick
vegetation w/ marginal
channel above wetland to be
evaluated by USAGE•
HE
n/a
Yes
Yes
No
Ephemeral
Ephemeral; Not su 'ect.
FF
n/a
Yes
No
Yes
Intermittent
Pond & Channel
(as shown on
Determined Subject by
sketch map) I
DWQ in May 26,2006;
1
however, stream stops at
propSqline;
GG
n/a
Yes
Yes
Yes
Intermittent
Pond & Channel
(as shown on
Detewdned Subject by
sketch map)
DWQ in May 26,2006;
however, stream stops at
propeMr line
HH
n/a
No
Yes
No
n/a
E hemeral;
H
n/a
No
Yes
No
n/a
Ephemeral; Determined Not
Subject by DWQ in May
26, 2006
Page 3 of 3
tl -

Legend �
Overall Evaluated A
� ■ Internal Property Boundaries . � ^ • 1 � • : ' !'..� :. ,. - / ',
a Jurisdictional StartlStop Points
Irrtemv'ttent Stream (No Butter, not 1 �'.} �;s✓`%;!
on maps) l• ` ��• J .
�. Perennial Stream (Buffered)
Intermittent Stream (Buffered)
Pond _; i :`•. �°'' y.}J' _ 1'
'\t Jurisdictional Wetland Boundary -.3 „ �' ' t r. ° i
/— WFoot Buffers �;F 4trc i^ . I:
:I. r a,r• 1
Minor Contour (2 -Foot)
Ma)or Contour (10 -Foot) 1 \, • :r, r �, ar �� ,
Stream and wetland Evaluatlon performed 0
by SUC between 712512012 and 7131=2. �,T• 4 4' .. i , ,
Jurisdictional stat and stop Pants snd a.
setested rtland flaps vAm OP34aceted � �t� • �. `� ���. � � � � a
!or re�ferenee In creating this sketch map. .1�;' .
-� • i <'"" ' t i'; ' "?"�,'� �r
This Is not asurn7.All streamsend ' .` ( •, .�;.,' i.✓-.. 1
buffers hada been verified by NCd7Wf3 .y ; . i . i �% .:: ' `t : ,' " r IJ e
(Wetlands have bean verified b the �' ) • , • (,
USACE axcaptiaturesv72nd EE.sh
I. } l %•��.� �. r3 J. a 1�.✓: j :'i '"+'\i.•�..-%' `4 .,../` •r••.. +;+ r- _
Ard 39d
•tip •�~�� ^"+ ,� l � ! Y.>.•"`'�� 1J �'l� �\�:i :�;'�;i'•': ; �l.T-^7. ``~ +�
J.
Wv
•���"�•`�'ttYi' :`'•� - .-.� ���~``�_� � � •'t •,�s .�'•+ tit��"'`...lti '� ,frJ'^.-� .r. `/. 1�11f1��` j'�Jr ,��i
1.1�'Ati�:� ~• �•. ~M''..•. ., '\•,t _�•a i ••(t...r•. "•�.• ,i. -i' . i .rr ilii. -\� � ,�.
�r! ,: ' y�'�a.`���i'�%~"... 1 ,.lf � jJ � l i ..-,.fi'- ... F;�•�.:-, �+�-' �t _ ' `1 • � �::'�``S!s �i',. � �' r?ir
�r!�..::a /! •::Y .i�.�µ " ��.. J. ..f ..j 'il f°y },VN•.'�°� .L }� t•r i•� t.:.'+•'•'+�•: 1 )i.J. �I
11/:r��..l�'�'• a�,':+11'�t� -- '~;J•1t/i�i€"r.�•_ .�{!.' y��•r: 's,\°'�`•'! jli���,;;�.lrf.�'....,,��:• j1 tSa,
`.`� rye•• ,�j �t .V:: /. i_l -`v_f �^Y,Y$�'" ��.(• 4' .+c ���'i ��y ��'.:� ~-'••II �I�I.F .��
J �.� r`'^ a� Y �,'' �''' jJ', •` � '•t �.f `i�: ! �ifuij,
1 vga•• , �._' .1 f j.. t zti`.. L~i :t i
%� 7,'-\ L \!�. / %� 1, r- a r` .IC •..'r`jl.,i} 1�
t� �/ter: •t `t ,J„�':ri;• � WO (7
crate' l�aamu `.s �; r� �..-....i :r;i
�` ..{ .� •/�.. '�-�-� f �: rte' %� .1 .' �• ' 1./� ' ''�
A' Wct No. DWO On-5tte Determmatrn
8781.W 16 Map 12/20/2012
NJIS-d -Mgr.: 51crra Tract Sou & FhAronmental Consultants, PA
82 Durham County, NC 11010 Raven Rd• Rdalgh, NC MU t
(519)14f*'M - (9t9) 848, W
Scale: Wits Page; trwrr.S.7dM ocm
I ° — 600' 24** Top"now Co!'s
from NC= 6.'9
12!20/12

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2013-01687 County: Durham U.S.G.S. Quad: NC -SOUTHEAST DURHAM
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: RREF II -FH Sierra, LLC
Aimee Carlson
Address: 2840 Plaza Place, Suite 360
Raleigh, NC, 27612
Telephone Number: 919.870.9711
Size (acres) 184 Nearest Town Durham Nearest Waterway UT Lick Creek River Basin Upper Neuse. North Carolina.
USGS HUC 03020201 Coordinates Latitude: 35.9508. -Longitude: -78.7875
Location description: Phase 1 - avvrox. 184 acre gortion of approximately 419 acres on the east side of Doc Nichols Road north
of Leesville Road, southeast of Durham, NC
Description of projects area and activity: Laurel Grove (formerly Sierra), Phase 1 Residential development impacting 874 linear
feet of stream for road crossings and sanitary sewer line crossings.
Applicable Law: Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: NWP 29 Residential Developments.
SEE ATTACHED NWP GENERAL, REGIONAL AND SPECL4L CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated June 4, 2015. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
SPECIAL CONDITIONS:
1) The permittee shall abide by all stipulations identified in the Memorandum of Agreement between the United States Army
Corps of Engineers and the North Carolina State Historic Preservation Officer, executed January 6, 2014, copy attached.
2) In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions
outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements
of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Eric Alsmever at 919-554-4884 x23 or Eric.C.Alsmeyerna,usace.army.mil.
Regulatory Official: t . . rat
Corps g ry
Digitally signed by ALSMEYER.ERIC.C.1087624486
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA,cn=ALSMEYER.ERIC.C.1087624486
Date: 2015.07.061454:28 -04'00'
Date: 7/6/2015 Expiration 03/18/2017

Action Id. SAW -2013-01687
Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. Z The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued 02/20/2014. Action ID: Action Id. SAW -2013-01687.
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our customer Satisfaction Survey online at blt2;lZregglgtory.usacesurygyADml.
Copy furnished (with enclosures):
Agent: Soil and Environmental Consultants, Inc.
Deborah Shirley
8412 Falls of Neuse Road, Suite 104
Raleigh. NC 27615
919.846.5900

{
NCDENR JON 2"q'zoi5
North Carolina Department of Environment and Natural Resourc
f�r sal a r:M=e,;j C.cre�,'tzr!b. pa
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 25, 2015
DWR # 07-2022 v4
Durham County
RREF II -FH Sierra LLC
Attn: Aimee Carlson
2840 Plaza Place, Ste. 360
Raleigh, NC 27612
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 028.0233) WITH ADDITIONAL CONDITIONS
Laurel Grove Phase 1(F/k/a Sierra Phase 1)
Dear Ms. Carlson:
You have our approval for the impacts listed below for the purpose described in your
application dated June 4, 2015 and received by the Division of Water Resources (Division) on
June 4, 2015. These impacts are covered by the attached Water Quality General Certification
Number 3890 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers.
Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control,
Non -Discharge, and Water Supply Watershed regulations. This 401 Water Quality Certification
(WQC) and Authorization Certificate per the Neuse Riparian Buffer Rules dated lune 2S, 2015
replace the WQC and Authorization Certificate dated February 20, 2014.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. j15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8)]
Di%i+ion of Water Resource,, Raleigh Regional Office, Water Qualit% Operations Section Nip J,'pona1.ncdi:nr.orgAVcbhVq`aps
1628 Mail Service Center, Raleigh, NC 2 7699-1 628 Phone: [phone]
Location: 3800 Barrett Drive. Raleigh, NC 27609 rax: [phone]
An Equal Opporlunity l Ahirmative Action Employer —Male In par; by recyc,ed parer

Laurel Grove Phase 1
OWR# 07-2022 v4
401 AND BUFFER APPROVAL
Page 2 of 8
Type of Impact
1
J
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
0 (linear feet)
31 (linear feet)
Sewer (#1)
Stream
0 (linear feet)
46 (linear feet)
Sewer (#3A)
Stream0
(linear feet)
59 (linear feet)
Sewer (#36)
^�-
Stream
0 linear feet)
32 (linear feet)
Sewer (#4)
Stream
137 {linear feet)
10 linear feet
Road Crossing{#5
Stream
0 (linear feet)
41 linear feet
Sewer (#6)
Stream
262 (linear feet)
0 (linear feet)
Road Crossin #7)
Stream
2.1 linear feet)
�a
0 (linear feet
Fill/Diversion #7
Stream115
(linear feet
0 (linear feet
. #8)
Road Crossing
Stream
30 (linear feet _
0 linear feet
Road Crossing {#9
Buffers —Zone 1
9,131 (square feet)
0 s uare feet)
#1
Sewer - Parallel(#I)
_
Buffers — Zone 2 '
11,294 (square feet)
0 (s uare feet
Sewer -- Parallel #1)
Buffers — Zone 1
1,888 (square feet) _
0 (square feet)
Sewer
Perpendicular (#1)
--�--..._
Buffers —Zone 2
1,383 (square feet)
0 (square feet)
Sewer —
Perpendicular (#1)
Buffers —Zone 1
471 (square feet)
_
0 (square feet)
Trail (#1)
Buffers —Zone 2
0 (square feet)
0 (square feet)
Trail (#1)
Buffers —Zone 1
1,007 (square feet)
0 (square feet)
Bypass Channel (#2)
Buffers — Zone'
897 (square feet}
0 (square feet)

Laurel Grove Phase 1
DWR# 07-2022 v4
401 AND BUFFER APPROVAL
Page 3 of 8
Bypass Channel (#2)
Buffers —Zone 1 0 (square feet)
0 (square
Trail (#2)
Buffers — Zone 2
1,860 (square feet)
0 (square
Trail (#2)
Buffers —Zone 1
0 (square feet)
0 (square
Sewer — Parallel (#3A)
Buffers—Zone 2
1,137 (square feet)
0 (square
Sewer— Parallel (#3A)
Buffers — Zone 1
1,830 (square feet)
0 (square
Sewer —
Perpendicular (#3A)
Buffers —Zone 2
899 (square feet)
0 (squares
Sewer —
Perpendicular (#3A)
Buffers — Zone 1
557 (square feet)
0 (square i
Bridge & Trail (#3A)
Suffers—Zone 2
462 (square feet)
0 (square f
Bridge & Trail (#3A)
Buffers —Zone 1
6,364 (square feet)
0 (square f
Sewer — Parallel (#38)
Buffers — Zone 2
6,483 (square feet)
0 (square f
Sewer —Parallel (#313)
Buffers — Zone 1
3,993 (square feet)
0 (square fi
Sewer —
Perpendicular (#3B)
Buffers — Zane 2
533 (square feet)
0 (square fE
Sewer —
Perpendicular (#38)
Buffers — Zone 1
0 (square feet)
0 (square fe
Trail (#38)
Buffers — Zone 2
408 (square feet)
0 (square fe
Trail (#3B)
Buffers — Zone 1
6,525 (square feet)
0 (square fe
Sewer — Parallel (#4)
Buffers — Zone 2
7,101 (square feet) f
0 (square fe
Sewer— Parallel (#4)
Buffers —Zone 1
1,916 (square feet)
0 (square fel
Sewer —
Perpendicular (#4)
Buffers — Zone 2
851 (square feet)
0 (sauare fel

Laurel Grove Phase 1
DWR# 07-2022 v4
401 AND BUFFER APPROVAL
Page 4 of 8
Sewer -
Perpendicular (#4)
Buffers -Zone 1
360 (square feet)
0 (square feet)
Bridge and Trail (#4)
Buffers - Zone 2
16 (square feet)
0 (square feet)
Bridge and Trail (#4)
Buffers -Zone 1
8,595 (square feet)
0 (square feet) _
Road Crossing (#5)
Buffers -Zone 2
6,280 (square feet)
0 (square feet)
Road Crossing (#5)
�I
Buffers -Zone 1
92 (square feet)
0 (square feet)
Sewer - Parallel (#6)
Buffers - Zone 2
793 (square feet)
0 (square feet)
Sewer - Parallel (#6
Buffers -Zone 1
2,246 (square feet)
0 (square feet)
Sewer -
_ Perpendicular (#6)
Buffers - Zone 2
1,416 (square feet)
0 (square feet)
Sewer -
Perpendicular #6
Buffers -zone 1
364 (Lquare feet
-a----
0 (square feet).__e�
Trail #6)
r �
Buffers - Zone 2
11 (square feet _
0 (square feet)_
Trail 0)
- -- -
Buffers - Zone 1
267 s uare feet _
0 s uare feet)
Bypass Channel 06)
Buffers - Zone 2
0 (square feet)
---
0 (square feet)
Bypass Channel (#6)
Buffers - Zone 1
7,849 (square feet)
-- -
0 s uare feet)
Road Crossing (0)
Buffers -Zone 2
5,290 (square feet)
0 (square feet) _
Road Crossing (#7)
Buffers -Zone 1
6,790 (square feet)
0 (square feet)
Road Crossing 08)
Buffers -Zone 2
4,586 (square feet)
0 (square feet)
Road Crossing (#8)
Buffers - Zone 1
1,718 (square feet)
0 (square feet)
Road Widening (#9)
_
Buffers - Zone 2
2,681 (square feet)
0 (square feet)
Road Widening (#9)
Buffers - Zone 1
231 (square feet)
0 (square feet)

Laurel Grove Phase 1
DWR# 07-2022 v4
401 AND BUFFER APPROVAL.
Page 5 of 8
Sewer —
Compensatory Mitigation
Required
Perpendicular (#10)
Stream
Buffers — Zone 2 747 (square feet)
0 (square feet)
Sewer —
292 feet previously paid with
Perpendicular 010)
2. Mitigation Using Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The
Division understands that 292 feet of stream credits have been previously paid (receipt
dated December 1, 2014). The Division has received an acceptance letter from the EBX-
Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank or EBX --EM
sponsored Forrest Creek Mitigation Bank to meet the mitigation requirement for 273 feet of
additional stream credits needed for this project. In addition, the Division has received an
acceptance letter from EBX Neuse Riparian Buffer Umbrella Mitigation Bank, EBX-EM
Forrest Creek Riparian Buffer Mitigation Bank, or EBX Upper Neuse Riparian Buffer Umbrella
Mitigation Bank to meet the mitigation requirement for riparian buffers. Until EBX receives
and clears your payment, and proof of payment has been provided to this Office, no
impacts specified in this Authorization Certificate shall occur. For accounting purposes, this
Authorization Certificate authorizes payment to EBX to meet the following compensatory
mitigation requirement (15A NCAC 02H.0506 (b)(6)1:
3. Stormwater Management Plan (SMP) Approval from Local Community Required
You are required to provide one copy (hard copy or digital) of the approved SMP, including
plan details on full-sized plan sheets, with proof of the City of Durham's approval. The
approved SMP shall be submitted to the DWR 401 & Buffer Permitting Unit (1617 Mail
Service Center, Raleigh, NC 27699-1617) before any impacts authorized in this certification
occur. After it is approved and submitted to the Division, the SMP may not be modified
without prior written authorization from the City of Durham. If the SMP is modified in the
future, then you shall provide one modified SMP with proof of approval to the DWR 401 &
Buffer Permitting Unit prior to the commencement of the modifications. [15A NCAC 02H
.0506(b)(5)j
Compensatory Mitigation
Required
River and Sub -
basin Number
Stream
565 (feet)
Neuse 03020201
292 feet previously paid with
273 feet remaining to be paid
Riparian
133,023 (square feet)
Neuse 03020201
Buffer
3. Stormwater Management Plan (SMP) Approval from Local Community Required
You are required to provide one copy (hard copy or digital) of the approved SMP, including
plan details on full-sized plan sheets, with proof of the City of Durham's approval. The
approved SMP shall be submitted to the DWR 401 & Buffer Permitting Unit (1617 Mail
Service Center, Raleigh, NC 27699-1617) before any impacts authorized in this certification
occur. After it is approved and submitted to the Division, the SMP may not be modified
without prior written authorization from the City of Durham. If the SMP is modified in the
future, then you shall provide one modified SMP with proof of approval to the DWR 401 &
Buffer Permitting Unit prior to the commencement of the modifications. [15A NCAC 02H
.0506(b)(5)j

Laurel Grove Phase 1
DWR# 07-2022 v4
401 AND BUFFER APPROVAL
Page b of 8
4. Diffuse Flow
All stormwater must be directed and maintained as diffuse flow at non-erosive velocities
through the protected stream buffers such that it will not re -concentrate before discharging
into a stream. (15A NCAC 02H .0506(b)(5))
S. No Waste, Spoil. Solids. or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted In the Are -Construction Notification. Ail
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. (15A NCAC 02H .0501
and .0502)
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
Infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H.0500. [ISA NCAC 02H.0506 (b)(2) and (c)(2) and ISA NCAC
02H .0507 (c))
7. This approval is for the purpose and design described In your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. if you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. 115A NCAC 02B .0507(d)(2))
S. This approval and its conditions are final and binding unless contested. [G.S.143-215.5)
This Certification and Buffer Authorization can be contested as provided In Articles 3 and 4 of
General Statute 1508 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at httg://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding Official state holidays).

Laurel Grove Phase 1
DWRt# 07-2022 v4
401 AND BUFFER APPROVAL
Page 7 of 8
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR —401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in ISA NCAC 02B.0233. Please contact Cherri
Smith at 919-791-4251 or [e-mail] if you have any questions or concerns.
Sincerely,
Z)a *441
Danny Sm th
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 3890

Laurel Grove Phase 1
DWRf# 07-2022 v4
401 AND BUFFER APPROVAL
Page 8 of 8
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
Deborah Shirley; Soil & Environmental Consultants, PA; 8412 Falls of Neuse Rd., Ste.
104; Raleigh, NC 27615
DWR RRO 401/Buffer file

fires
Mitigation Credit Transfer Certificate
Prepared by
EBX-NE USE 1, LLC
August 4, 2015
Ms. Aimee Carlson
RREF II -FH NC Sierra
2840 Plaza Place, Suite 360
Raleigh, NC 27612
Buffalo Branch Bank Parcel ID: DWR Project # 2014-0704v2
Riparian Buffer Credits Purchased: 123,843.60 (ft2)
Arrington Bridge Phase I Bank Parcel ID: DWR Project #2008-1473v4
Riparian Buffer Credits Purchased: 9,179.40
8 digit-HUC — 03020201
Neuse River Basin
Project Name: Laurel Grove Phase I (DWR Project #07-2022 v4)
You have elected to fulfill your permitted buffer mitigation requirements for the Laurel Grove Phase I
project by paying into the Neuse Riparian Buffer and Nutrient Bank (Buffalo Branch and Arrington
Bridge I Sites).
The Bank has received full payment for buffer mitigation for the above referenced project. Riparian
buffer impacts occurred in the Neuse River Basin. The amount of buffer mitigation required is specified
and verified by DWR in project #2007-2022 v4 and is 133,023.00 ft2.
You must also comply with any other state, federal or local government permits or authorization
associated with this activity including SL 2009-337, An Act to Promote Compensatory Mitigation
Banks. This payment into the Bank is not transferable. If you have any questions or need additional
information, please contact Cara Conder at 919-209-1052 or [e-mail].
Sincerely,
Cara S. Conder
Credit Sales Coordinator
Resource Environmental Solutions, LLC
cc: DWR - Katie Merritt, Nutrient Offset Bank Coordinator
DWR — Danny Smith
S&EC — Deborah Shirley
Resource Environmental Solutions, LLC . 302 Jefferson Street, Suite 110 . Raleigh, NC 27605

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibilily Transfer Form
Permittee: RREF II -FH Sierra, LLC
Project Name: Laurel Grove -Phase I (formally Sierra)
Action ID: SAW- 2013-01687
County: Durham
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), formerly NCEEP, who will then sign the form
to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's
responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in
receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than
one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the
mitigation will occur in more than one 8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit,
and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project
Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply
with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03020201 Neuse River Basin
,
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool
Cold Riparian Riverine I Riparian Non-Riverine
Non -Riparian
Coastal
136
272
If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 0:1020201 Neuse River Ravin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
272
Mitigation Site Debited:_ EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank or EBX-EM
s onsored Forrest Creek Mitigation Bank
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. if the
NCDMS acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name: F 9 )(-
Name of Sponsor's
Signature of
• r
Representative: , VW coil t l' '
Authorized
bars k - Ut
�ILII�S
Date of Signature
Page 1 of 2 Form Updated 12 September, 2014

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated In the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized Impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCOOT remains fully responsible for the mitigation until the USACE has received this form, conflrming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and In the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCiRT). If approved, hlgher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and Included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additlonal Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1, Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permitter, 2) the
USACE Project Manager at the address below, and 3j the Wilmington District Mitigation Offlce, Attn: Todd Tugwell,
11405 Falls of Meuse Roast Wake Forest! NC 27587 (email: todd.tugwellVusace.o mllj, Questions regarding this form
or any of the permit conditions may be directed to the USACE Project Manager below,
USACE Project Manager: Eric Alsmeyer
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Digitally signed by ALSMEGovernment,
o =DoD87624486
DN: c=U5, o.US. Government, ou=DoD, ou=P10,
ou=USA, cn=ALSMEYER.ERiCC.1087624486
Date: 2015,07.0215A0:18 04'00'
USACE Project Manager Signature
July 2, 2015
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at htto://reaulatorv.usacesurvey.com/ to complete the survey online.

WaterResources
ENVIRONMENTAL QUALITY
September 14, 2017
RREF 11 -FH NC Sierra, LLC
Attn: Aimee Carlson
790 NW 107th Avenue, 41h Floor
Miami FL 33172
ROY COOPER
Govenror
MICHAEL S. REGAN
Se -d -Y
S. JAY ZIMMERMAN
Director
DWR #07-2022 v5
Durham County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Fendol Farms -Offsite Force Main (formerly known as Laurel Grove -Phase 1 and
Sierra -Phase 1)
Dear Ms. Carlson:
You have our approval for the impacts listed below for the purpose described in your application
dated August 8, 2017 and received by the Division of Water Resources (Division) on August 8,
2017. These impacts are covered by the attached Water Quality General Certification Number
4086 and the conditions listed below. This certification is associated with the use of Nationwide
Permit Number 12 once it is issued to you by the U.S. Army Corps of Engineers. Please note that
you should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge,
and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification are met. No other impacts are approved, including incidental
impacts. [15A NCAC 02B .0506(b)(c)]
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
W1 -Force Main -Open Cut/Excavation
0 (acres)
0.04 (acres)
Stream
S1 -Force Main -Open Cut/Excavation
0 (linear feet)
18 (linear feet)
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.orghveb/wqlaps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: (Of 9) 7914200
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Fendol Farms -Offsite Force Main
DWR #07-2022 v5
401 APPROVAL
Page 2 of 4
2. No Waste, Spoil. Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H.0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this approval letter and General Certification and is responsible for complying
with all conditions. [15A NCAC 02B .0507(d)(2)]
5. This approval and its conditions are final and binding unless contested. [G.S. 143-215.51
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1506 by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH
filing fee is received in the OAH during normal office hours (Monday through Friday between
8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.

Mailing address for the OAH:
!f sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Fendol Farms -Offsite Force Main
DWR t#07-2022 v5
401 APPROVAL
Page 3 of 4
if sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DWR-401 & Suffer Permitting
Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DWR -- 401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act. Please
contact Stephanie Goss at 919-791-4256 or stenhanie.eossPncdenr.eov if you have any
questions or concerns.
S' ce ly,
17
Danny Smith
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 4086

Fendol Farms -Offsite Force Main
DWR #07-2022 v5
401APPROVAL
Page 4 of 4
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Drive,
Ste. 105; Wake Forest, NC 27597
DWR RRO 401 file
DWR 401 & Buffer Permitting Unit via Laserfiche
Deborah Shirley at [e-mail]

Project: 1811102 Fendol Farms
Request for Information # 18
Designation of Owner/Owner's Authorized Representative
To: Aimee Carlson
Rialto Capital Advisors, LLC
790 NW 107th Ave., Suite 400
Miami, FL 33172
Cc: Jon Moore
McAdams
Michael Brown
FSC
Brooks Pierce
FSC
Jackie Williams
FSC
Dylan Boyd
FSC
Phillip Bunn
FSC
Joe Polanski
FSC
RFI#
18
Date: 7/27/2017
Subject: Request for Temporary Construction Easements on the Sanitary Sewer Outfall
Level of Importance: HIGH Desired Answer Date: 8/3/2017
Number of Days 7.00
Drawing Number: Laurel Grove Plan and Profile Sheet PR -34 Spec Section: See Contract
Cost Impact: TBD
Schedule Impact: Completion of the Sanitary
Sewer Outfall per
schedule
The areas highlighted on the attached plan sheet and listed below were inspected by the FSC Safety Director, Commercial Division
Manager, and the Utility Manager on Tuesday July, 2S. The two areas of the outfall line are located at approximately station 14+00 -
16+25 and 18+25 - 19+7S. In these areas, we determined the conditions are unsafe to install the sanitary sewer line according to
standard construction methods. The topography along the center of the pipeline, in both areas, is a sheer slope adjacent to the
stream bed, causing that side of the easement to be "hanging in the air". The remedy is to excavate the easement to a depth that will
provide a safe work platform. Establishing the work platform in turn affects the required sloping on the up side of the trench . The
safety requirements established by OSHA, require the slope above the trench box meet a 1 1/2'to 1'. The existing 30' easement does
not provide enough space for this work to be accomplished. Additionally, the soils just above the LOD are unstable with 6-8 trees
ranging from 6" to 18" diameter spaced along the LOD. The roots are cut back to the trunk as a result of the required excavation and
are unstable. This is also a safety concern as the excavation continues. FSC is requesting that a 20' temporary construction easement
be allowed in the two areas in order to provide the proper slope layback to establish a safe work area.
Questions:
Requested By: J. Williams

Fi
r"kik, � �B
8105 Chapel HI Road Raleigh, NC 27807
July 27, 2017
Attention: Aimee Carlson, Rialto Capital Advisors, LLC
From: J. Williams
Subject: FSC Project: 1811102 Backup for Fendol Farm RFI # 18, request for temporary
construction easement on the sanitary sewer outfall line
Typical Section Sta.'14+00 —16+25 and 18+25 —19+75
1 4 !
�D I
R A-eA I
l
�-' Ax I
�Ay'°u'rz So:
00
Sm` j
t w8tik P/
r ,
S
S?�.e•s m
ice ---a o' .�., , d ► ____� �-� o
K---301 't

ores
EBX Buffer Mitigation Banks
Statement of Availability December 5, 2017
NC Division of `Vater Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Fendol Farms — Phase 1(previously known as Laurel Grove Phase 1 and Sierra Phase
1)
This document confirms that RREF-II FH NC Sierra LLC (Applicant) for the Fendol Farms — Phase 1
(Project) has expressed an interest to utilize 19,248 Square Feet of Riparian Buffer Mitigation Credits
from the EBX sponsored Upper Neuse Riparian Buffer Umbrella Mitigation Bank. The specific bank site
to be debited will be either be Cedar Grove, Hatley, or Ezell, all located in RUC 03020201 and in the
Falls Lake watershed. As the official Bank Sponsor, EBX, attests to the fact that mitigation is available
for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate 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 Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1052 or cconderna ex s,us if you have any questions or need additional
information.
Best Regards,
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — Environmental Banc & Exchange (EBX)

WAS
nNA ERROR
ydiWRO
�
(m,
m al N�"6iir N
O®RIP11
KIM
70
IRS
ORW
nit-MIMI g,
a
✓ r =

\\%PEDESTRIAN RIDGE
1 mA 'MOrA\1 APNT
STREAM IMPACT
PLAN VIEW - IMPACT AREA 3
SCALE: 1 "a50'
'o� jr—
CHANGES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
CARO
��� OF,••F SSS
2 r O 2 ••_ z' :_
0+00 0+94
PROFILE VIEW - TEMPORARY STREAM IMPACT 3A
SCALE: 1"=40' H
1 "=4' V
350 III -
Existing Grade
_ - - - — - 350
\ / 0
Z
o
Ln
2
4T
SI
i
ZONE 1 IMPACT (SF)
ZONE 2 IMPACT (SF)
TEMPORARY STREAM IMPACT
IMPACT AREA 3A
6,364 - PARALLEL UTILITY
1,137 - PARALLEL UTILITY
425 SF
1,810 - PERPENDICULAR
899 - PERPENDICULAR
46 LF
�rj
557 - PEDESTRIAN BRIDGE
462 - PEDESTRIAN TRAIL
350 III -
Existing Grade
_ - - - — - 350
\ / 0
Z
o
Ln
2
4T
SI
i
••0+00 1 +00 1 +17 104
'••. ►NE.•
JPRILE VIEW TEMPORARY STREAM IMPACT 3B•...... c. '�%%% . 1 "=40' H
rc,
APPROVED IMPACTLEGEND
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
RESTORED STREAM
PERMANENT FILL/
DIVERTED STREAM
ZONE 1 — PARALLEL
ZONE 2 — PARALLEL
jj ZONE 1 — PERPENDICULAR
ZONE 2 — PERPENDICULAR
ZONE 1 — BUFFER
ZONE 2 — BUFFER
AMENDMENT LEGEND
0 SF ZONE 1 BUFFER
2;544SF ZONE 2 BUFFER
ZONE 1 IMPACT (SF)
I
340
TEMPORARY STREAM IMPACT
ixt
6,364 - PARALLEL UTILITY
6,483 - PARALLEL UTILITY
402 SF
3,993 - PERPENDICULAR
533 - PERPENDICULAR
am
�rj
N p
M
99W
M
M Muj
U.4
W6UA
mix
••0+00 1 +00 1 +17 104
'••. ►NE.•
JPRILE VIEW TEMPORARY STREAM IMPACT 3B•...... c. '�%%% . 1 "=40' H
rc,
APPROVED IMPACTLEGEND
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
RESTORED STREAM
PERMANENT FILL/
DIVERTED STREAM
ZONE 1 — PARALLEL
ZONE 2 — PARALLEL
jj ZONE 1 — PERPENDICULAR
ZONE 2 — PERPENDICULAR
ZONE 1 — BUFFER
ZONE 2 — BUFFER
AMENDMENT LEGEND
0 SF ZONE 1 BUFFER
2;544SF ZONE 2 BUFFER
In W 9
= o
d
00
'm o
tg a !z
� W Z
0 _
im
g � o
i snn ireYeM of Ed—
mecn•�eae�m
naw erre oen waver
"aA.-tee,
ro
mW NN
Z Oa =!E2
cog 2F,
W j
L�zWo.
��o
L1.� Jd
z�<
W m W
W 3 W
t Z;
J
4 W M
icac
1e=5('
MAY 20, 2015
n�srm meet rmrsu
BSR BSR )BE
1109-001
ac�nneyea
BE -4
ZONE 1 IMPACT (SF)
ZONE 2 IMPACT (SF)
TEMPORARY STREAM IMPACT
IMPACT AREA 313
6,364 - PARALLEL UTILITY
6,483 - PARALLEL UTILITY
402 SF
3,993 - PERPENDICULAR
533 - PERPENDICULAR
59 LF
408 - PEDESTRIAN TRAIL
In W 9
= o
d
00
'm o
tg a !z
� W Z
0 _
im
g � o
i snn ireYeM of Ed—
mecn•�eae�m
naw erre oen waver
"aA.-tee,
ro
mW NN
Z Oa =!E2
cog 2F,
W j
L�zWo.
��o
L1.� Jd
z�<
W m W
W 3 W
t Z;
J
4 W M
icac
1e=5('
MAY 20, 2015
n�srm meet rmrsu
BSR BSR )BE
1109-001
ac�nneyea
BE -4

.,
1'$DESTRIAN BRIDGE
\ ` \ NO STREAM. -
1 � l
j f/A.
/20',TeMPORARJ
CONSTRUCT10,N i
i` EASEMENT/
oll
/'00' /
6, /:,r`
PLAN VIEW -
SCALE: 1 "-50'
AREA
TO TH
RE ARE ONLY
TO THE CLOUDED
:ATION
I MADE
Al
SEAL q�
38 -
,••;yG I ,
Yfill
r
r 350
L Q
AMENDMENT LEGEND
0 SF ZONE 1 BUFFER
3,2$$ 5F` ZONE 2 BUFFER
APPRUVLU IMPAC I UULNU
AlPROPOSED LEGEND-
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
RESTORED STREAM
PERMANENT FILL/
DIVERTED STREAM
ZONE 1 — PARALLEL
ZONE 2 — PARALLEL
340
ZONE 1 — PERPENDICULAR 1 335
ZONE 2 — PERPENDICULAR
ZONE 1 — BUFFER
ZONE 2 — BUFFER
0
ZONE 1 IMPACT (SF)
ZONE 2 IMPACT (SF)
TEMPORARY STRE M
o
IMPACT
IMPACT AREA 4
6,525 - PARALLEL UTILITY
7,101 - PARALLEL UTILITY
76 SF
1,916 - PERPENDICULAR
851 - PERPENDICULAR
32 LF
360 - PEDESTRIAN
16 - PEDESTRIAN TRAIL
cc
D
APPRUVLU IMPAC I UULNU
AlPROPOSED LEGEND-
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
RESTORED STREAM
PERMANENT FILL/
DIVERTED STREAM
ZONE 1 — PARALLEL
ZONE 2 — PARALLEL
340
ZONE 1 — PERPENDICULAR 1 335
ZONE 2 — PERPENDICULAR
ZONE 1 — BUFFER
ZONE 2 — BUFFER
0
0+00
350
340
335
�r
04
M
0+94
PROFILE VIEW - TEMPORARY STREAM IMPACT 5
SCALE: 1 "=40' H
1"-4' V
4
J■
Ln
o
N
W
cc
I
' I
5
C4
N
u�
t
0+00
350
340
335
�r
04
M
0+94
PROFILE VIEW - TEMPORARY STREAM IMPACT 5
SCALE: 1 "=40' H
1"-4' V
4
J■
Ln
o
N
W
cc
5
p
IL ra
W 0.
W U' S Z
L16a W L
I. W �
mix g^
rre,aa•m` w urewowcirA mC
une e a na ,nw ro be re-ea•cee
a, mpnl wbgea �n perl wnM1Wl
ebe pn tlwmien "rwl„bn el
ue unec•m
NC LICENSER C-2745
20152 !
.10 W-9
ZUa
USP
0 o>�t
Z"6
W
Lv J z
0
�7 W mm
W z W
z ^ ;
WA
1•=50'
MAY 20, 2015
r�
BSR BSR vu
1109.001
,,,Ee,M1,w,n•.
BE -5

-EONSTRU0ION
',' Kzzz
PLAN VIEW - IMPACT AREA
SCALE: 1 "=50'
N
1 11
ZONE 1 IMPACT (SF)
ZONE 2 IMPACT (SF)
PERMANENT STREAM IMPACT
IMPACT AREA 5
8,595 - ROADWAY
6,280 - ROADWAY
981 SF
ZONE 2 — PARALLEL
137 LF
1 11
PROFILE VIEW - IMPACT AREA 5 CULVERT CROSSING
SCALE: 1 "=50' H
1 "=5' V
400
390
380
370
I'!
nIT
QLe
AMENDMENT LEGEND
390
2,707 SF ZONE 1 BUFFER
ZONE 2 BUFFER
380
370
380
CHANCES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
CAROZ
9
SEAL i
33 8
C.
1188111 uN%`
APPROVED IMPACT LEGEND
PRQPGSED LEGEND
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
CONSTRUCTION
STREAM IMPACT
IMPACT AREA 5
92 SF
10 LF
PROFILE VIEW - IMPACT AREA 5 CULVERT CROSSING
SCALE: 1 "=50' H
1 "=5' V
400
390
380
370
I'!
nIT
QLe
AMENDMENT LEGEND
390
2,707 SF ZONE 1 BUFFER
ZONE 2 BUFFER
380
370
380
CHANCES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
CAROZ
9
SEAL i
33 8
C.
1188111 uN%`
APPROVED IMPACT LEGEND
PRQPGSED LEGEND
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
I— W
V N 2
0" m
ME
GC W lx g O
LLu Q
LL W MA a
mQ gym
N D
inn d,o q n ahu d,od.dr of Edunc
and C- andn nnl Io W 1.11a 1.d
"p.w. o,-wn wen-.
iM.�^r-wd wn�wn pe.-nwon d
ftlnns aunt u,J
NC LICENSER C-2745
,r
�••-t
s.
t'AE{1Nf1aAPY
HVT 10. C�dISlaViilGfl
Maio
NN
L'J N N
z On.'fa
W
UO 4'2
Q ZW
L?o
W J0Ng
Zg5
G—nixm W
1.,IW
Z�
Z a
W N
,ase
MAY 20, 2015
1109-001
df.E.w•a
BE -6
RESTORED STREAM
PERMANENT FILL/
DIVERTED STREAM
ZONE 1 — PARALLEL
ZONE 2 — PARALLEL
ZONE 1 — PERPENDICULAR
ZONE 2 — PERPENDICULAR
ZONE 1 — BUFFER
ZONE 2 — BUFFER
I— W
V N 2
0" m
ME
GC W lx g O
LLu Q
LL W MA a
mQ gym
N D
inn d,o q n ahu d,od.dr of Edunc
and C- andn nnl Io W 1.11a 1.d
"p.w. o,-wn wen-.
iM.�^r-wd wn�wn pe.-nwon d
ftlnns aunt u,J
NC LICENSER C-2745
,r
�••-t
s.
t'AE{1Nf1aAPY
HVT 10. C�dISlaViilGfl
Maio
NN
L'J N N
z On.'fa
W
UO 4'2
Q ZW
L?o
W J0Ng
Zg5
G—nixm W
1.,IW
Z�
Z a
W N
,ase
MAY 20, 2015
1109-001
df.E.w•a
BE -6

PERMANENT FILL/
DIVERTED STREAM
STREAM RELOCATION
' / C
CONSTRUCTION LOD
PLAN VIEW • IMPACT AREA 7
SCALE: 1"=50'
360
350
340
330
STREAM RELOCATION
1,262 - SF
90 -LF
320
PROFILE VIEW - IMPACT AREA 7 CULVERT CROSSING
SCALE: 1"=50' H
1"=5' V
360
350
340
330
DD
N
M
0+00 1+00 1+28
AMENDMENT LEGEND
1,717 SF ZONE 1 BUFFER
L..
2,154 SF ZONE 2 BUFFER
CHANGES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
.••'' �N CARO 'so
2;
SEAL
.; V 1 Nom"•' C7 .•'
APPROVED IMPACT LEGEND
PROPOSED LEGEND -
j^ J PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
STREAM RELOCATION
POPP PERMANENT FILL/
DIVERTED STREAM
ZONE 1 - PARALLEL
ZONE 2 - PARALLEL
ZONE 1 - PERPENDICULAR
i ZONE 2 - PERPENDICULAR
ZONE 1 - BUFFER
ZONE 2 - BUFFER
25' SO']
Z
0
it
z
5
a
R
W
V N i
44— Fs o
at
dm W a u
x 'O W
�W 0 ; O
UJI`' Z
aa
LLW Lu W Q
ma„ g Ln
rosy ap�oaaa
mae m weo�. o�
ina e,pa...a w.ma 11— EJanf Land C010
NC LICENSER C-2745
2n52 i
'•,(ilNk
PRET IM10MNT
wl ICA 1 W,
Jaz
Z
JXW N
OO <T
W
w�a
ZW �a
o
.g
m�
W Jz
mW
w f W
o.ig
i 1 1 Z a
W N
V-50'
lac
MAY 20, 2015
Rum ,> r
BSR 8SR JOE
1109-001G
BE-8�
ZONE 1 IMPACT (SF)
ZONE 2 IMPACT (SF)
PERMANENT STREAM IMPACT
PERMANENT FILL/DIVERTED STREAM
IMPACT AREA 7
7,849 - ROADWAY
5,290 - ROADWAY
1,728 SF
544 SF
262 LF
111 LF
STREAM RELOCATION
1,262 - SF
90 -LF
320
PROFILE VIEW - IMPACT AREA 7 CULVERT CROSSING
SCALE: 1"=50' H
1"=5' V
360
350
340
330
DD
N
M
0+00 1+00 1+28
AMENDMENT LEGEND
1,717 SF ZONE 1 BUFFER
L..
2,154 SF ZONE 2 BUFFER
CHANGES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
.••'' �N CARO 'so
2;
SEAL
.; V 1 Nom"•' C7 .•'
APPROVED IMPACT LEGEND
PROPOSED LEGEND -
j^ J PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
STREAM RELOCATION
POPP PERMANENT FILL/
DIVERTED STREAM
ZONE 1 - PARALLEL
ZONE 2 - PARALLEL
ZONE 1 - PERPENDICULAR
i ZONE 2 - PERPENDICULAR
ZONE 1 - BUFFER
ZONE 2 - BUFFER
25' SO']
Z
0
it
z
5
a
R
W
V N i
44— Fs o
at
dm W a u
x 'O W
�W 0 ; O
UJI`' Z
aa
LLW Lu W Q
ma„ g Ln
rosy ap�oaaa
mae m weo�. o�
ina e,pa...a w.ma 11— EJanf Land C010
NC LICENSER C-2745
2n52 i
'•,(ilNk
PRET IM10MNT
wl ICA 1 W,
Jaz
Z
JXW N
OO <T
W
w�a
ZW �a
o
.g
m�
W Jz
mW
w f W
o.ig
i 1 1 Z a
W N
V-50'
lac
MAY 20, 2015
Rum ,> r
BSR 8SR JOE
1109-001G
BE-8�

CONSTRUCTION LOD
/ SAN -
IIIIi l
PLAN VIEW - I
/-- TEMPORARY
CONSTRUCTION
DIVERSION
SANDBAGS
TYP.
390
380
370
360
350
cr,
PROFILE VIEW - IMPACT AREA 8 CULVERT CROSSING
SCALE: 1"=40' H
1"=4' V
390
AMENDMENT LEGEND
380
1,364 SF ZONE 1 BUFFER
865 SF ZONE 2 BUFFER
370
360
350
00
17
Lo
M
CHANGES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
` Y, CARO '•.
SEAL
33
\
'•••... N .•••'' $
1, oil 1101t
APPROVED IMPACT LEGEND
-PROPOSED KG��
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
RESTORED STREAM
.—PERMANENT FILL/
DIVERTED STREAM
ZONE 1 — PARALLEL
ZONE 2 — PARALLEL
ZONE 1 — PERPENDICULAR
+ + ZONE 2 — PERPENDICULAR
ZONE 1 — BUFFER
ZONE 2 — BUFFER
I-
7.0 zo
Iii. mad
Wads
IY W 0 no_
�
Q N
W
IL W W
Mag
mQ g
iMa Wa,rM/n 1ne propenypel! 0
V M Corp ark o nol W be nprodurea
wroped m Nrol• s m part wllMwr
tw.,.n.•ninaMrr.,,.w a
+u�r imrtaop.
NC LICENSE# C•2745
0
ILW N -N
Z C7a =1
VoltWold
>"_€
Q� W �
t V
W
Z�3
N
Ld m W
Ld
W
�Z3
.ca Z
`.' W
1^=5a
MAY 20, 2015
acssn meet niece
BSR BSR JBE
1109X001
BE -9R
ZONE 1 IMPACT (SF)
ZONE 2 IMPACT (SF)
PERMANENT STREAM IMPACT
IMPACT AREA 8
6,790 -ROADWAY
4,586 - ROADWAY
360 SF
115 LF
390
380
370
360
350
cr,
PROFILE VIEW - IMPACT AREA 8 CULVERT CROSSING
SCALE: 1"=40' H
1"=4' V
390
AMENDMENT LEGEND
380
1,364 SF ZONE 1 BUFFER
865 SF ZONE 2 BUFFER
370
360
350
00
17
Lo
M
CHANGES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
` Y, CARO '•.
SEAL
33
\
'•••... N .•••'' $
1, oil 1101t
APPROVED IMPACT LEGEND
-PROPOSED KG��
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
RESTORED STREAM
.—PERMANENT FILL/
DIVERTED STREAM
ZONE 1 — PARALLEL
ZONE 2 — PARALLEL
ZONE 1 — PERPENDICULAR
+ + ZONE 2 — PERPENDICULAR
ZONE 1 — BUFFER
ZONE 2 — BUFFER
I-
7.0 zo
Iii. mad
Wads
IY W 0 no_
�
Q N
W
IL W W
Mag
mQ g
iMa Wa,rM/n 1ne propenypel! 0
V M Corp ark o nol W be nprodurea
wroped m Nrol• s m part wllMwr
tw.,.n.•ninaMrr.,,.w a
+u�r imrtaop.
NC LICENSE# C•2745
0
ILW N -N
Z C7a =1
VoltWold
>"_€
Q� W �
t V
W
Z�3
N
Ld m W
Ld
W
�Z3
.ca Z
`.' W
1^=5a
MAY 20, 2015
acssn meet niece
BSR BSR JBE
1109X001
BE -9R

PLAN VIEW - IMPACT AREA 9
SCALE: 1"-50' „4., .r—
PLAN VIEW . IMPACT AREA 10
SCALE: 1"=50'
ZONE 1 IMPACT (SF) ZONE 2 IMPACT (SF)
IMPACT AREA 10 231 - PERPENDICULAR 747 - PERPENDICULAR
AMENDMENT LEGEND
229 SF ZONE 1 BUFFER
1�F ZONE 2 BUFFER
CHANGES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
�N CARO4'��.,�
�.
�oF,�FESSiO •.'7 L �s
• Q- ti9
SEAL
i
• 3r •
01-11 c
110111
I I �
GINE
APPROVED IMPACT LEGEND
PROPOSED LEGEND
W a
uQN = 3
am d o
W
0
WW 09 l7 y z
U.
a �W
WW W W
�o
mo arawm. n .pa atlpeny a t.em
une cap ana n rot ip he repwJuceJ
tlpkJ m wh9N •t k pan wnh•tlt
the.+pnaua wMlen permtapn W
[Jtlna lantl Carp
ZONE 1 IMPACT (SF)
ZONE 2 IMPACT (SF)
PERMANENT STREAM IMPACT
IMPACT AREA 9
1,718 - ROADWAY
2,681- ROADWAY
90 SF
TEMPORARY STREAM IMPACT
30 LF
PLAN VIEW . IMPACT AREA 10
SCALE: 1"=50'
ZONE 1 IMPACT (SF) ZONE 2 IMPACT (SF)
IMPACT AREA 10 231 - PERPENDICULAR 747 - PERPENDICULAR
AMENDMENT LEGEND
229 SF ZONE 1 BUFFER
1�F ZONE 2 BUFFER
CHANGES HERE ARE ONLY
PERTAINING TO THE CLOUDED
AREAS, NO OTHER MODIFICATION
TO THE PLANS HAVE BEEN MADE.
�N CARO4'��.,�
�.
�oF,�FESSiO •.'7 L �s
• Q- ti9
SEAL
i
• 3r •
01-11 c
110111
I I �
GINE
APPROVED IMPACT LEGEND
PROPOSED LEGEND
W a
uQN = 3
am d o
W
0
WW 09 l7 y z
U.
a �W
WW W W
�o
mo arawm. n .pa atlpeny a t.em
une cap ana n rot ip he repwJuceJ
tlpkJ m wh9N •t k pan wnh•tlt
the.+pnaua wMlen permtapn W
[Jtlna lantl Carp
lam
ZONE 2 —PERPENDICULAR a�
MAY 20, 2015
ZONE 1 — BUFFER BSR 1 0"
ZONE 2 — BUFFER 1109-001
BE -10
-PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
O a�
RESTORED STREAM
0
W V w
PERMANENT FILL/
Q Z o W s
DIVERTED STREAM
Q
W JZ o�
ZONE 1 — PARALLEL
W y
IA
..-
ZONE 2 - PARALLEL
Z s3
ZONE 1 — PERPENDICULAR
2
lam
ZONE 2 —PERPENDICULAR a�
MAY 20, 2015
ZONE 1 — BUFFER BSR 1 0"
ZONE 2 — BUFFER 1109-001
BE -10