20150746 Ver 1_401 Application_20150715

2k ANGLED
ENVIRONMENTAL
July 24, 2015
D� 2s
Eric Alsmeyer h,, 0 5 0 746
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers ✓(/(,
3331 Heritage Trade Drive, Suite 105 2 ?p
Wake Forest, NC 27587 401 �R•by
$ 6V FFR ARM /TT CAS
Re: Valley Springs Gravity Sewer Outfall: Preconstruction Notification N� cation:
Nationwide Permit # 12, General Water Quality Certification # 3884, and Buffer
Authorization
Dear Mr. Alsmeyer:
Angler Environmental is pleased to present the following Preconstruction Notification application
on behalf of Lakefield Farm, LLC. The proposed project includes the construction of a gravity
sewer outfall located within an approximately 3 -acre easement at 4580 Rivermont Road, in
Durham, Durham County, North Carolina (PIN 0813- 01 -07- 8788). The proposed sewer outfall
will service future residential development located adjacent to the project site at 3600 and 3601
Valley Springs Road Road (PINs 0813 -01 -28 -8143 and 0813 -01 -27 -6061) as shown in Figure 1.
At this time there are no site plans for the future residential development.
Based on anticipated jurisdictional impacts, this project will qualify for Section 404 authorization
under the U.S. Army Corps of Engineers (USACE) Nationwide Permit 12 (Utility Line Activity),
the associated General Water Quality Certification #3884, and a Buffer Authorization from the
N.C. Division of Water Resources.
The project site is best characterized as an undeveloped, forested property. The proposed work
includes the installation of approximately 430 linear foot of 8" gravity sewer main that will
connect to an existing sanitary sewer main west of the subject property.
The subject property was delineated by Angler Environmental on April 10, 2015 in accordance
with the methodology outlined in the 1987 Corps of Engineers Wetlands Delineation Manual
and the Regional Supplement to the Eastern and Piedmont Regions, Version 2.0. All Waters of
the U.S. present on the subject property are located within the Neuse River Basin (Hydrologic
Unit Code 03020201). One perennial channel flows west through the proposed sewer main
corridor. Three wetland areas (WA, WB, and WF) are present north of S2 within the floodplain.
No other Waters of the U.S. (WOUS) were observed during this course of the investigation on
3601 Valley Springs Road, 3600 Valley Springs Road, or within the proposed gravity sewer line
corridor at 4580 Rivermont Road.
All work for the proposed sanitary sewer line will take place within a 30 foot permanent
easement. The proposed sewer line was designed to minimize impacts by crossing the stream
at a perpendicular angle. In addition, the stream crossing will be completed by a suspended
613 Poole Road, Garner NC 27529 1 P: 919-615-03011 AnglerEnvironmental.com

Valley Springs Site
Gravity Sewer Outfall
Joint Permit Application
July 24, 2015
Page 2of2
sanitary sewer main located above the ordinary high water mark and will not result in permanent
impacts to the stream channel. Contractors will minimize impacts to adjacent areas by utilizing
silt fencing along the construction corridor. In addition, tree protection fencing will be utilized
throughout the project.
The following items are included in the application:
• Signed Agent Authorization Form
• Pre - Construction Notification Package
• Vicinity Map (Figure 1)
• Aerial Photograph (Figure 2)
• USGS Topographic Map (Figure 3)
• NRCS Soils Map (Figure 4)
• Construction Drawings
• Site Plans /Impact Maps
• Agency Correspondence
Copies of the Preconstruction Notification application and all supporting documentation have
also been forwarded under separate cover to the NC DWR. Please feel free to contact me if
you have any questions or need additional information regarding this project.
Sincerely,
Qom.
Anna Reusche, PWS
Cc: Jennifer Burdette, NC DWR -401
Bruce Knott, Pinpoint Properties
David Beischer, Lakefield Farm,
Attachments
and Buffer Permitting Unit
LLC
3751 Westerre Parkway, Suite A, Richmond, VA 23233 I P: 804 - 353 -6017 1 F: 804 -353 -6018
www.AnglerEnvironmental.com

SIGNED AGENT AUTHORIZATION FORM

Aw&ANGLER
ENVIRONMENTAL
April 30, 2015
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Agent Authorization Letter
On our behalf, I authorize Angier Environmental, 613 Poole Drive Garner, NC to act as our agent
in the preparation of this application. I certify that the documents submitted are correct. I
acknowledge that all responsibility for coin Il with the terms and conditions of the certification
or approvals, still resides with A-r� / �L !`/� �7 (. R(l 1 IWL y 1 17//UG—
Dated this (O /Day of f�l� `� 20_Z_f—
A ency ex ira/tion dat
By. /' Gti.
'� Signature
Title: 7 F�44 11 -
Printed
On behalf of: C-
Address:
Telephone: / f� ? rp ?
613 Poole Drive, Garner, NC 27529 1 P: 919 -615 -0301
www.AnglerEnvironmental.com

PRE - CONSTRUCTION NOTIFICATION PACKAGE

1
1 1
1 see I
O� W A rf q
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1: Processing
1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 3884
1c. Has the NWP or GP number been verified by the Corps?
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular
❑ 401 Water Quality Certification — Express
X❑ Yes ❑ No
❑ Non -404 Jurisdictional General Permit
X❑ Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ
because written approval is not required? 401 Certification:
❑ Yes X❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
2. Project Information
2a. Name of project: Valley Springs Sewer Outfall
2b. County: Durham
2c. Nearest municipality / town: Durham
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state K
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
For the record only for Corps Permit:
❑ Yes ❑X No
❑X Yes ❑ No
❑ Yes ❑X No
❑
Yes X❑ No
a rr?ri,
project no: 1401 Jul 9
Lakefield Farm, LLC CU15 NR E Deed Book 002446, Page No. 000927 a e „«� R REsnl
3c. Responsible Party (for LLC if David Beischer, Manager
applicable):
3d. Street address: 2451 Croasdaile Farm Parkway, Sutie 101
3e. City, state, zip: Durham, NC 27705
3f. Telephone no.: 919- 383 -5575
3g. Fax no.:
3h. Email address: dbeischer @gardenviewrealty.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Anna Reusche, PWS
5b. Business name
(if applicable):
5c. Street address:
5d City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Angler Environmental
613 Poole Drive
Garner, NC 27529
919- 615 -0301
❑ Other, specify:
areusche @anglerenvironmental.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 1 0813 -01 -07 -8788
1 b. Site coordinates (in decimal degrees): I Latitude: 36.0510 Longitude: 78.9599
1c. Property size: acres 3.0
2. Surface Waters
2a. Name of nearest body of water to proposed project: Eno River
2b. Water Quality Classification of nearest receiving water: WS -IV, B, NSW
2c. River basin: Neuse
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 subject property is currently forested and undisturbed. The property is bound by light -use residential properties to the north and east, by Rose of
Sharon Road to the east and by Valley Springs Road to the south.
3b. List the total estimated acreage of all existing wetlands on the property: 0.003
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 527
3d. Explain the purpose of the proposed project:
The purpose of the project is to install a 8" sanitary gravity sewer main to service a future residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
Work to be completed includes the installation of an 8" sanitary sewer within a proposed 30 foot permanent easement.
Typical equipment needed for sanitary sewer construction will be used including, but not limited to, forklifts, front
end loaders, excavators, and dump trucks.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Angler Environmental
Name (if known): Other: Anna Reusche, PWS
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Eric Alsmeyer performed a desktop jurisdictional determination on May 15, 2015. Cherri Smith performed a stream determination on March 31, 2015.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
6b. If yes, explain.
❑ Yes ❑X No
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑Wetlands E Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a.
2b.•
2c.
2d.
2e.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
number
Corps (404,10) or
Permanent (P) or
3e.
3f.
3g.
DWQ (401, other)
Temporary (T)
Type of
Average
Impact
number
W1 P.
Land Clearing
Bottomland Hardwood Forest
Yes
Corps
W2
Choose one
Choose one
Yes /No
-
W3
Choose one
Choose one
Yes /No
S1 T Aerial sewer crossing
W4
Choose one
Choose one
Yes /No
S2 Choose one
W5
Choose one
Choose one
Yes /No
S3 Choose one
2f.
Area of
impact
(acres)
0.0002
W6 - Choose one Choose one Yes /No
2g. Total Wetland Impacts: 0.0002
2h. Comments:
Wetland impacts are limited to tree clearing needed for the sewer easement.
3. Stream Impacts
If there are perennial or intermittent stream
impacts (including temporary impacts) proposed on the site,
then complete
this
question for all stream sites impacted.
3a. 3b.
3c. 3d.
3e.
3f.
3g.
Stream impact Type of impact
Stream name Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 T Aerial sewer crossing
LIT to the Eno River PER
Corps
3
30
S2 Choose one
S3 Choose one
S4 Choose one
S5 Choose one
S6 Choose one
3h. Total stream and tributary impacts 30
3i. Comments:
The stream crossing will be completed by a suspended sanitary sewer main located above the ordinary high water mark and will not result in
permanent impacts to the stream channel.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
i
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open
water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary (T)
01 I Choose one I Choose
02 I I Choose one I Choose
03 I I Choose one I Choose
04 I I Choose one I Choose
4f. Total open water impacts
1
4g. Comments:
J
5. Pond or Lake Construction
I
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d.
5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet)
Upland
purpose of pond
(acres)
Flooded Filled Excavated Flooded Filled I Excavated
P1 I Choose one
P2 I Choose one I I J
I
5f. Total: I I I I I I
I
5g. Comments: - -
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres): i
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitiqation, then you MUST fill out Section D of this form.
16a. Project is in which protected basin? I ❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. - 6e. 6f.
- I
6g.
9
Buffer Impact Reason for impact Stream name Buffer Zone 1
Zone 2
number - mitigation impact
Permanent (P) or
impact
required? (square
Temporary (T)
(square
feet)
feet)
B1 P I Clearing I UT to the Eno River I No I 1859.7
1454.2
B2 P I Clearing I UT to the Eno River I No 417.6 I
1245.6
B3 I I I Yes /No
B4 I I Yes /No
B5 I I I Yes /No
B6 I I I Yes /No
6h. Total Buffer Impacts: I I
2277.3
6i. Comments: All impact to the buffer will be contained with the 30' easement.
2699.8
1
Page 5 of 10

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 sanitary sewer line includes an aerial crossing, at a perpendicular angle, limiting all work to areas within a 30 foot permanent
easement. As a result, the bottom of the stream channel will not be disturbed. All construction will be completed above the ordinary high water mark.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work will be limited to areas within a proposed 30 foot permanent easement. Contractors will minimize impacts to adjacent areas by utilizing silt
fencing along the construction corridor. In addition, tree protection fencing will be utilized throughout the project.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
3c. Comments:
❑ Yes ❑X No
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type: Choose one Quantity:
Type: Choose one Quantity:
Type: Choose one Quantity:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
❑ Yes
linear feet
Choose one
square feet
acres
acres
acres
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires x❑ Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 Tying into existing sewer line 417.6 3 (2 for Catawba) 1252.8
Zone 2 1.5 1
6f. Total buffer mitigation required: 1252.8 i
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Payment to a private mitigation bank. Acceptance letter is attached.
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ❑Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
No conveyances or man -made ditches will be constructed for the proposed project ❑ Yes ❑X NO
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0 %
2b. Does this project require a Stormwater Management Plan? I ❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Maragement Plan, explain why:
The proposed land disturbing activities will not result in any impervious surface. Therefore, no additional stormwater will be generated.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
1
1
City of Durham I
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
❑ Yes ❑X No
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑Other:
❑ Yes ❑X No
❑ Yes ❑X No NA
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes Q No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State El Yes Q No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application? El Yes Q No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or El Yes X❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act Yes X No
impacts?
5c. If yes, Indicate the USFWS Field Office you have contacted. -
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
U.S Fish and Wildlife County Endangered and Threatened Species by County, Durham County (updated 12/16/12) and the N.C. Natural Heritage
Program Database.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? 1 ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
National Oceanic and Atmospheric Administration, Essential Fish Habitat Mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
i
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would Impact historic or archeological resources?
North Carolina State Historic Preservation Office on -line database, accessed 7/20/15
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? 1 ❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping, National Flood Insurance Program, Flood Insurance Rate Map (Panel # 0831, Revised 05/02;2006).
4MAA L'". [,
Applicant/Agent's Printed Name
r, P
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
x-12 3)
Date

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ANGLER
� VICINITY MAP
�A VALLEY SPRINGS ROAD SITE
,wjjw-w ENVIRONMENTAL DURHAM, NC
APRIL 30, 2015
613 POOLE DRIVE. GARNER. NORTH CAROLINA 275:9
P: 919-615 -0301
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3600,Valley Springs Road
PIN 0813 -01 -28 -8143
A------------- - - - - -,
Proposed Future
Development
-
P1\
#' 11 _
4580 Rivermond Road
PIN 0813-01-07!-8-788 Ephemeral, Non - subject
NCDWR Determination _ to
03/25/15
i
Proposed Gravity Sewer 360 14Vailey Springs Road
Connection Corridor PIN 0813 -01 -27 -6061
(approx. 3 acres)
Proposed Future
Development Ir
4.
■
jLegend
Valley Springs Site Project Boundary
Pond
Streams
1 Wetlands
FIGURE 2
USGS TOPOGRAPHIC MAP
ANGLER DURHAM QUADRANGLE
Mftw1 ENVIRONMENTAL
VALLEY SPRINGS ROAD SITE
DURHAM,NC
611 POOLE DRIVE. GARNER NORTH CAROLINA 275229
P:,19415 -0701 APRIL 30, 2015
I
N
0 150 300
I 1 1
Feet

r
Proposed Gravity Sewer
Connection Corridor
(approx. 3 acres)
AValley Springs Road
N'6813-011128-643
Proposed Future
Development
IiiEk- AlmonLAIL�- -►—M®
813 =01107 -8788 Ephemeral, Non - subject
NCDWR Determination
03/25/15
Ji
4 0813-01 2�7 =606'
Proposed Future
Development
Legend -�
Valley Springs Site Project Boundary
Pond
Streams
Wetlands m
FIGURE 3
NRCS SOILS MAP N
ANGLER DURHAM COUNTY (1976)
'Mb.-W ENVIRONMENTAL
VALLEY SPRINGS ROAD SITE
613 POOLE DRIVE. GARN EJL NORTH CAROLINA 275'v DURHAM , N C
P: 91941"301 APRIL 30 . 2015

PIN'0813 =01 =07 =878
Proposed Gravity Sewer
Connection Corridor - 3.0 acres
(Surveyed, 04/29/15)
Legend
Valley Springs Site Project Boundary
Pond
Streams
Wetlands
Iley'springs
813- 01 -28 =81
Proposed Future
Development
1'- 27=606
Proposed Future
Development
FIGURE 4
AERIAL MAP
ANGLER VALLEY SPRINGS ROAD SITE
'r -MV ENVIRONMENTAL DURHAM, NC
APRIL 30, 2015
613 POOLE DRIVE. GARNER. NORTII ['AROLINA :75.9
P'919 -615 -0701
N
0 150 300
I I I
Feet

av
�i
ANGLLR FIGURE 5 N
JURISDICTIONAL FEATURES OVERVIEW ,��� � "UU o 75 150
ENVIRONMENTAL VALLEY SPRINGS ROAD SITE
DURHAM, NC Feet
APRIL 30, 2015
613 POOLE DRIVE. G RNERNORI'It CAROLINA 27529 I
P.919fi15 -0301

CONSULTANT:
CIVIL ENGINEERING/ LANDSCAPE ARCHITECTURE
0 Dui.1' .
1
6I
S T E WA R T
Scesl FIiW LICENSER U431
Ou4®n�N�TITD aMt4Mmn
CONTACT AREl GAMBW, PE
APPLICANT:
PINPOINT PROPERTIES, LLC
5310 NC HIGHWAY, SUITE 101
DURHAM, NC 27713
ATTN BRUCE KNOTT
PHONE (919) 544 - 0141
bknott @pmpolntpmp com
PARCEL INFORMATION:
PIN 0813 - 01 -27 -6061
LOCATION 3601 VALLEY SPRINGS RD
OWNER LAKEFIELD FARM, LLC
OWNER ADDRESS 2451 CROASDAILE FARM PARKWAY, SUITE 101
DURHAM NC 27705
PIN 0813 -01- 28-8143
ACREAGE 1 073A
LOCATION 3600 VALLEY SPRINGS RD
OWNER LAKEFIELD FARM, LLC
OWNER ADDRESS 2451 CROASOAILE FARM PARKWAY, SUITE 101
DURHAM, NC 27705
VALLEY SPRINGS
SUBDIVISION
CONSTRUCTION DOCUMENTS
FOR SEWER OUTFALL
JULY 6, 2015
VALLEY SPRINGS ROAD
Durham, North Carolina
VICINITY MAP
INDEX OF DRAWINGS
C1 00 SANITARY SEWER OUTFALL PLAN & PROFILE
C2 00 SANITARY SEWER DETAILS
C2 10 AERIAL PIPE CROSSING DETAILS
PUBLIC WORKS CONDITIONS OF APPROVAL:
1 THE DESIGNING PROFESS.—(A NCPE, NC—OR NCRIA -AS
REQUIRED) SHALL SUBMIT 3 SETS OF CONSTRUCTION DRANANGS TO
THE PUBUC "RKS DEPARTMENT- OEVELCPMENT RENEW FOR
RENEWANDAPPROVAL CCNSTRUCTONDRAWNGAPPROVALIS
RECUIRED PRIOR TO COMMENCING CONSTRUCTION (SEE
CONSTRUCTION PLAN APPROVAL PROCESS) THE APPROVAL OF
CONSTRUCTION DRAW NGS IS SEPARATE FROM SITE PLAN APPROVAL
CITY OFFICIALS SHALL RENEW ALL SIZES, MATERIALS SLOPES
LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES
(WATERLINES, SANITARY SEVER UNES AND STORM DRAINAGE
CONVEYANCE SYSTEMS) FOR COMPLIANCE W TH ALL APPLICABLE
REGULATORY STANDARDS ,SPECIFICATIONS AID BESTMAWIGEMENT
PPPCTICES
2 THE DESIGNING PROFESSIONAL(A NCPE, NCPLS, OR NCRIA AS
REQUIRED) SHALL SUBMIT ONE (1) SET OF ASAUILT DRAW NGS TO THE
PUBLIC WORKS DEPARTMENT - DEVELOPMENTRENEW FOR RENEW
AND APPROVAL ASA UILTDRAWNGAPPROVA- BREOIIREDPRIOR
TO WATER METER INSTALLATON AND/Di SANITARY SEWER SERVICE
CONNECTION AND PRIO3 TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY
3 SEWER PERMIT RECUIRED AFTER CONSTRUCTION ORAWNG
APPROVAL AND PRIOR TO CO WENGNG WATER MAIN INSTALLATION
4 AS- BULTDRAWNGSSHALLBEAPPROVEDPRIORTOWATERMET ER
AND SfWITARY SEWER S—CE CONNECTION INSTALLATKNNS AND
PRIOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY
PIN: 0813 -01 -27 -6061
JUL 2 e 2015
40-1, BUFFER pE SOURCES

n
UTILITY NOTES
E1181ING 110 PUBLIC 1 ALL UT1UTY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM PUBLIC UTIUTIES AND
SEWER EASEMENT CROSS CONNECTION CONTROL REGULATIONS AID STANDARDS
PROP TREE PROTECTION FENCE \ 2 CONTRACTOR SHALL NOTIFY TNORTH CAROLINA ONE CALL' (TELEPHONE 14DOE32J949) Ai LEAST 48 HOURS
EXISTING B'PVC SEWER PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED
CONTRACTOR Of'NOR H CANY LOCAL U CALL. THAT PROVIDE HEIR OWN LOCATOR SERVICES S T E WA R T
PROP 30 WIDE PUBLIC 1 ` ` INDEPENDENT Of 'NORTH CAROLIWIONECALL•
SEWER EASEMENT ®^ ® =-fro- EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED DR
9' EXMH1 FIELD SURVEY AND THE BEST AVAILABLE RECORDORAWINGS THECONTRACTORSHALLVERIFYFIELD
\ S +SO /RIM ELEV•43341 CONDITIONS PRIOR TO BEGINNING RELATEDCONSTRUCTION M1Y dSCREPANCIES SIULL BE REPORTED TO wEST MAm BTRF> =T nM UCENSEt Ctast
EXISTING PROPERTY LINE _ /
I tat
\ �� p..40 Se I, � 'gS 8 +� � � OiV IN =42587 � THE OWNERS REPRESENTATIVE IMMEDIATELY ipf °xde"Gib 1 F Ixm++AiECrr c°m2
X/ •r TINV CUT -425'4)
\ \ I''/ q +W j 6g 0/' '• \ ® \, � 6. / 4 WATER SERVICES SHALL BE Y.' SERVICE LINES SHALL BE TYPE'K COPPER TO THE METERS SERVICE PART
_ � _ — 1. _ R ,_ R R I� B ®® c» I38N�8_ / ' THE METERS SHALL ALSO BE TYPE K COPPER PIPE
000 I 0 +511 %I+00 '1+50. 2 +LAO '2 *50 •3r00 P�50 �/. �n .___ �4�R 7i�^'' „ 5 WATER METERS SHALL BE Yn•METERS WITH REDUCERS FOR Y.' SERVICE PIPING Client
'Sj 35 AS �5 • � � � .,\ � ®. ® 7w• 6 SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 WC CLEANOUTS SWILL BE SPACED NO MORE THAN 15
Us FEET APART CLEANOUTS LOCATED IN PAVED AREAS SHALL BE HEAVY DUTY TRAFFIC RATED
BBMH -2 CONSTRUCTION
I _
RIMELE =4N38 �'� PINPOINT PROPERTIES,LLC
IRV FUTURE SANITARY t e N _LN P-g� - - I 7 THE CONTRACTOR BHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING 5310 NC HIGHWAY 55
SEWER MAIN I t H INV OUT 22 - _- \ \ UTILJTES IN COORDINATION WITH THE APPROPRIATE UTIUTY, AGENCY, OR COMPANY SUITE 101
/' `\ 8 ELECTRIC, GAS, TELEPHONE AFDCABLE TV SERVICES ROLTING ARE NOTA PARTOF THIS PLAN AND HAVE DURHAM, NC 27713
SSMHi - _ ^ "�� �� \ NOT BEEN DESIGNED TO BATE T 919
' RIM ELEV =48300 1 I SSMH3 —_ -- i Av wr Tar \
INV OUT•45850 RIM ELE =40.350 _ L r ) r \ \ ` 9 RELATONSHP OF WATER MAINS TO SANTARY SEWER LOCATIONS
IWIN =43782 EXISTING STREAM \
INV OUT =43762 \ \ A LATERAL SEPARATION OF SEWERS AND WATER MAINS WATERMAINSSHAUBELAIOATLEASTIOFEET
FROM EXISTWOR S S LOCALCONXTIONS OR BARRIERS
REVNAIOFOTUT LLSEPAATON NWICHCSE
_ - THEWATER MAINIS LAIOINASEPARATE TRENCH,WITHTHE ELEVATIONOFTHEBOT TOMOFTHE WATER
MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER OR
Project
F UNABLE MUMAINTAIN EITHER OF THESE SEPARATIONS BOTH LINER SMALL BE MADE A THE PO IRON
FOR A MINIMUM OF 10 FEET BEYOND THE CROSSING WITH THE JOINT BEING CENTERED AT THE POINT OF
475 0+00 0 +50 1 +00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4+50 5+00 5 +50 6 +00 6.50 7 +00 7 +50 7+75 475 INTERSECTION
i ! I B CROSSING A WATER MAIN OVER A SEWER MAIN
WHENEVER IT IS NECESSARY FORA WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE VALLEY
I ! I I I LAIDATSUCHAN ELEVATIONTHATTHEaO OMOFTHEWATERMAINISATLEASTITABOVE THETOP
OF THE SEWER MAIN, UNLESS LOCAL CONDnONS OR BARRIERS PREVENTAN IB INCH VERTICAL
i I I SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED SPRINGS
1 OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR q
DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE POINT OF CROSSING
470 j
�Q 3 i 1 ! ) 470 C CROSSINGAWATERMAINUNDERASEWERMAIN SEWER
1111 WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
AND THE SEWER MAIN 81ULL BE CONSTRUCTED OF FERROUS MATERIALS ANO WITH JOINTS THAT ARE O U T FA L L
EQUNALENT TO WATER MAIN STANDARDS FOR A dSTANCE OF qi LEAST 10 FEET ON EACH 810E OF THE
PdM OF CROBSING
D CROSSING A I SEWER LINE OVER OR UNDER A STORM GRAIN
CwN i I ' I $HLLULAID NAT NECESSARY
ANELER`ON THAT THE ETUTSIDE ATHE STORM DRAIN
SEWER LINE NEAREST TO THE
NE
I I SHALL BE THE STORM DRAIN ATIONTLL TAINA OUTSIDE OF CL SEWERARAI'OARESTNCEEO
465 -- _ -- �a -- ! E I I 465 OUTSIDE OF THE STORM DRAIN PIPE D OF MAINTAIN A 24INCH CLEAR SEPARATION CONCI:E, OR THE
SEW IRONPIPLBECONSTRUCTEDOF DUCTILE IRON
SIMO OR ENCASED IN EITHER CONCRETE OR VlClnl
? IXKTILE IRON PIPE FOR AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING
_ -�� "♦" __�. �7 ^ �-- �.._.�.. ��— - �P ���ry`ryy- 10 SANITARY SEWER SERVICE TO BE SLOPED AT MINIM IN
2 %FOR 4 -IN 611 FOR N
11 ALL EASEMENTS SHALL REMAIN CLEAR FROM ANY CONSTRUCTION
1 i 12 MAXIMUM 5 I LONGITUOIN4L SLOPE AND 101 CROSS SLOPES WITHIN ALL UTIUTY EASEMENTS
460 \ \ I ! ! I 460 13 HORIZONTAL WATER UNE BENDS ARE NOT SHOWN IN PUNS CONTRACTOR IS TO DEFLECT PIPE DURING
S i ry i CONSTRUCTION
I1f I ry
455
I I i I STRUCTURE NAME STRUCTURE RIM INVERT IN FROM INVERT OUT (TO)
\ I V !
E% MH I 4 } } 44 INV IN 425 87 (SSMH -2) 8• PVC INV OUT 42541 () 8• PVC I
SSMH -2 44430 INV IN 436 72 (SSMH -3) 8- DIP INV OUT 43622 (EX MH 1) B• PVC j Seal
SSMH -3 44350 INV IN 43782 (SSMH -4) 8• PVC INV OUT 137 12 (SSMH -2) 8- DIP
\�I
450 I ! \ I ( I 450 SSMH -4 46300 INV OUT 45850 (SSMH - 3) 8• PVC Ii C SI O(7'1y
I F
OWN PIPE TABLE o
445 i \ I \ I I I I I EXISTING GRADE < FROM I TO Size Length • Slope MATERIAL SUMV
4allumnn""'
SSMH -2 EX MH 1 B 236 38' 4 34R PVC
445
I
SSMH -3 SSMH -2 8 18000' OS OR DIP
I !G1w v Issued for
' // t ' SSMH -4 SS
MH -3 B 325 34' 6 36R PVC
- - � � /
FRON___. FIN E
O6:MINEROD
GRA
H S
I FROL- l_. ��FI��4.. t
I , FINISH GRADE - CONSTRUCTION
440 I 1 ! \ I - -'-�- i I I \ 7 440 DOCUMENTS
CROSSING
AERIAL
I
I
UTILITY LEGEND No Date Description
1 !
II -_ I I ...3 I tm LF S•dl �osoro -J �'M' 1._ \\ I \ ( —W— EXISTING WATER LINE —
4 iN —W— PROPOSED WATER LINE _
435 I I ! U 1 _ \\ _ I 435 _ �s_ EXISTING SANITARY SEWER LINE _
I I —SS— PROPOSED SANITARY SEWER LINE
j-------- -- -. —. —® ------ - -'--^ -25.YR
* WATERELEV�435
PROPOSED FIRE HYDRANT —
10.YR WATERELEV 43568
EXISTING
II 1sT•sI TECErNLE } I— --- -� I ) I — z � �_ I � c \ � t I i
PROPOSED SANITARY SE
WE R MANHOLE WATER VALVE
99 ENCASEMENT
430 430 SAN TARY SEWER MANHOLE
V D PROPOSED CLEAN LIT
—
- - - -II
425 425 0 20 40 80 NORTH
i I I I
-- I - I Scale 1" =40
9 I
Title
420 �__, -,—�— _ � .. ____•._- — � 420 _ _ !
PLAN & PROFILE
<� SEWER OUTFALL
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 7 +75
GRAPHIC SCALE CITY OF DURHAM
40 — 0 20 gp PUBLIC WORKS DEPARTMENT
_ APPROVED Projectnumber C15032 Sheet
I m - 40 tt_ - HORIZONTAL ENGINEERING DATE Date 070615
L >a - 4 ft - VERTICAL STORMWATER DATE C1.00
Drawn by MW
TRANSPORTATION DATE Approved by AG
DATE
DATE

E
U
SEE NOTE /13
8 -AT TOP SEE NOTE /9
SEE NOTE /9
SEE NOTES 2' -0' CIA
/3 4 /12
SEE NOTE H,
2' THUR 4 CONE OR
SECTION AS REQUIRED A,1
CONE TOP ALTERNATE
SLAB TOP
SEE NOTE /3
BEE NOTE
2' MUR 5' BASE
SECTION AS REQUIRED
µ
S•�
1 MUR 6 RISER
SECTION AS RE—WIRED
SEE NOTE /3
SEE NOTE /5
NOTES
1 ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST
REVISON OF ASTM C478
2 CONCRETE SHALL BE 4000 PSI AT 28 DAYS MINIMUM
3 STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING
TO THE LATEST REASON OF ASTAI—A—I85 FOR WALL REINFORCEMENT
AND ME LATEST REVISION OF ASTM —A615 FOR ME BASE
REINFORCEMENT
4 STANDARD JOINTS SHALL BE SEALED WITH PUTTY TYPE PLASTIC
CEMENT PER FED SPEC 55 —C -153 OR AN O—RING TYPE JOINT
CONFORMING TO ME LATEST REVISION OF ASTM —C443
5 MANHOLE INLETS AND CU TS SHALL BE CAST IN PLACE FLEXIBLE
RUBBER SLEEVES BOOTS PER THE LATEST REASON OF ASTM—C923
6 INVERTS TO BE CONSTRUCTED OF BRICK MM A CONCRETE BENCH
7 ME MAXIMUM SEPARATION OR INVERT IN TO INVERT OUT WITHIN A
MANHOLE IS 050 FEET MEN ME SEPARATION 15 GREATER THAN 05
FEET A DROP MANHOLE MUST BE USED
8 MANHOLES GREATER THAN 20 FEET IN DEPTH (MEASURED FROM THE
RIM TO INVERT OF ME MANHOLE) SHALL HAVE AN INSIDE DIAMETER OF
5' FOR SANITARY SI MAINS WE TER MAN 18' IN DIAMETER.
MANHOLES SHALL BE A MINIMUM OF 5 IN DIAMETER
9 RIM ELEVATIONS SHALL BE AT GRADE IN STREETS k PARKING LOTS
10 RIM ELEVATIONS ALONG OUTFALLS SHALL BE A MINIMUM OF 3' ABOVE
EXISTING GROUND ELEVATION IF ME OUTFALL IS LOCATED MMIN ME
FLOOD PLAIN, RIM ELEVATIONS S1ALL BE 2' ABOVE ME 100 —YEAR
FLOOD ELEVATION (WHILE STILL MAINTAINING ME 3' ABOVE ME
EXISTING GROU ND ELEVATION MINIMUM REOUIREMENT) ME 100 —TEAR
FLOOD ELEVATION SHALL BE NOTED ON ME CONSTRUCTION DRAMNGS
11 DEPENDING UPON ME HEIGHT OF ME MANHOLE, ME CITY OF DURHAM
ENGINEERING DIMSION MAY REWIRE FLAT MANHOLES EXTERIOR STEPS
AND SAFETY BARS ON TOP OF ME MANHOLE
12 STRUCTURE SHALL BE OESIGNED FOR H -20 LOADING
13 CAST IRON RINGS AND COVER TO BE AS PER SPECIFICATIONS
14 ADDITIONAL REINFORCING AT OPENING
OP AFL
' 1
SOUD
M D ioEr Do `d s
(— +
/
DETAIL C-C
\yam -a -t' HOLES
RESISTANT COPOLYMER POLYPROPYLENE AND CONFORM TO
ASTM 04101
SEE NOTE /3
SEE NOTE /5
NOTES
1 ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST
REVISON OF ASTM C478
2 CONCRETE SHALL BE 4000 PSI AT 28 DAYS MINIMUM
3 STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING
TO THE LATEST REASON OF ASTAI—A—I85 FOR WALL REINFORCEMENT
AND ME LATEST REVISION OF ASTM —A615 FOR ME BASE
REINFORCEMENT
4 STANDARD JOINTS SHALL BE SEALED WITH PUTTY TYPE PLASTIC
CEMENT PER FED SPEC 55 —C -153 OR AN O—RING TYPE JOINT
CONFORMING TO ME LATEST REVISION OF ASTM —C443
5 MANHOLE INLETS AND CU TS SHALL BE CAST IN PLACE FLEXIBLE
RUBBER SLEEVES BOOTS PER THE LATEST REASON OF ASTM—C923
6 INVERTS TO BE CONSTRUCTED OF BRICK MM A CONCRETE BENCH
7 ME MAXIMUM SEPARATION OR INVERT IN TO INVERT OUT WITHIN A
MANHOLE IS 050 FEET MEN ME SEPARATION 15 GREATER THAN 05
FEET A DROP MANHOLE MUST BE USED
8 MANHOLES GREATER THAN 20 FEET IN DEPTH (MEASURED FROM THE
RIM TO INVERT OF ME MANHOLE) SHALL HAVE AN INSIDE DIAMETER OF
5' FOR SANITARY SI MAINS WE TER MAN 18' IN DIAMETER.
MANHOLES SHALL BE A MINIMUM OF 5 IN DIAMETER
9 RIM ELEVATIONS SHALL BE AT GRADE IN STREETS k PARKING LOTS
10 RIM ELEVATIONS ALONG OUTFALLS SHALL BE A MINIMUM OF 3' ABOVE
EXISTING GROUND ELEVATION IF ME OUTFALL IS LOCATED MMIN ME
FLOOD PLAIN, RIM ELEVATIONS S1ALL BE 2' ABOVE ME 100 —YEAR
FLOOD ELEVATION (WHILE STILL MAINTAINING ME 3' ABOVE ME
EXISTING GROU ND ELEVATION MINIMUM REOUIREMENT) ME 100 —TEAR
FLOOD ELEVATION SHALL BE NOTED ON ME CONSTRUCTION DRAMNGS
11 DEPENDING UPON ME HEIGHT OF ME MANHOLE, ME CITY OF DURHAM
ENGINEERING DIMSION MAY REWIRE FLAT MANHOLES EXTERIOR STEPS
AND SAFETY BARS ON TOP OF ME MANHOLE
12 STRUCTURE SHALL BE OESIGNED FOR H -20 LOADING
13 CAST IRON RINGS AND COVER TO BE AS PER SPECIFICATIONS
14 ADDITIONAL REINFORCING AT OPENING
OP AFL
' 1
SOUD
M D ioEr Do `d s
(— +
/
DETAIL C-C
\yam -a -t' HOLES
SEE DUAL C —C `
B070M OF
PLAN
1 /4'
MINIMUM AVERAGE WEIGHTS
RING - 1901bs
COVER- 3ZOItra
TOTAL 3101bs
3/4'
i ) SS1I
- 3 3/4' n
I/4' i
SECTION
PROVIDE MANHOLE INSERTS MANUFACTURED FROM HIGH DENSITY POLYETHYLENE. MEETING THE REQUIREMENTS
OF ASTM D -1248, CUSS A. CATEGORY 5. TYPE III INSERTS SHALL BE EQUIPPED WfTH 1 GAS RELIEF VALVE,
1 VACUUM REUEF VALVE, A CROSS -LINKED POLYETMENE CASKET AND ONE HEAVY WEIGHT POLYPROPYLENE
UFRNG STRAP
FRAj NOTES.
STEP DIMENSION, INSTALLATION, AND MATERIAL SHALL MEET
Ori,� SANITARY SEWER MANHOLE O SANITARY SEWER RING & COVER O4 PIPE TO MANHOLE CONNECTION
NOT TO SCALE C2 00 PLAN /SECTION NOT TO SCALE C2 00 SECTION NOT TO SCALE
40"
f t Prohibido Entrar
Zona Protectora `
i INSTALL TREE PROTECTION FENCE
& SGNAGE PRIOR TO CALLING FOR para los Arboles
BY INITIAL ON —SITE INSPECTION
BY ME CITY OF DURHAM SkEC
INSPECTOR
2 WARNING SIGNS SHALL BE MADE OF SIGN DETAIL
DURABLE WEATHERPROOF MATERIAL NO SCALE
3 LETTERS SHALL BE 3" HIGH MINIMUM, _ 40"
_i
CLEARLY LEGIBLE. AND SPACED AS VARIABLE —AS DIRECTED STEEL POST
SHOWN 3" I BY ENGINEER
4 SIGNS ARE TO BE PLACED NO Tree Protection Areal 8' O C MAX �- 5'MIN -{ WIRE FABRIC
GREATER MAN 200 FT ON CENTER (VAR -
Ij' 32" MIN WIDTH
5 PLACE SIGN AT EACH END OF LINEAR I r ^
SILT FENCE
TREE PROTECTION AREAS AND 200 Do Not Enter 14 go HOG WIRE f °�'�(GEO TTEXTILE)BRIC
FT ON- CENTER THEREAFTER f x
6 FOR TREE PROTECTION AREAS LESS
THAN 200 FT IN PERIMETER. PROVIDE \ o
NO LESS MAN ONE SIGN PER AREA SIGN DETAIL `' n O COMPACTED
;A m SOIL
7 ATTACH SIGNS SECURELY TO FENCE NO SCALE
POSITS AND FABRIC POSTS MAY BE EITHER
oo
8 MAINTAIN TREE PROTECTION FENCE 4"0 PINE, 2 "0 OAK,
THROUGHOUT DURATION OF PROJECT OR 1 33 LB /LF STEEL `• GRAD_
WEATHERPROOF SIGN AS P
9 ADDITIONAL SIGNS MAY BE REW STEEL OST IRED j` "" -` "�� �� �•'� �� \�� l i
SHOWN ABOVE, SEE NOTES
BASED ON ACTUAL FIELD CONDITIONS 2' DEEP � \�\
FOR CONSTRUCTION AND �� 8" MIN
SPACING INFORMATION V V ANCHOR BURLAP --/ // I
ORANGE, RESISTANT 6" MIN
_ 5' -0" 0 C MAX HIGH-TENSILE STRENGTH
t POLY BARRICADE FABRIC V V NOTE
VV STEEL POST TO BE 4" MIN
FRONT VIEW DRIVEN 2' BELOW
Tree Protection Area SIGN GRADE SIDE VIEW
Do Not Enter
NOTES
4' MIN (1) FENCE FABRIC WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING
(2) SILT FENCE FABRIC SHALL BE STD GEOTEXTLE WEIGHT FABRIC AND
........ .
A MINIMUM WIDTH OF 32"
E %ISTING (3) THE WIRE S R LL BE FASTENED ADEQUATELY TO THE FABRIC AS DIRECTED BY
..
I _ GRADE
(4)
_ _ STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTNER ANGLE
III- Ei� 1I III -III STEEL TYPE
_ SUIBGR DE 2' MIN-IIIi IIIII (5) REMOVE WHEN VEGETATION IS ESTABLISHED
-III: I- (6) MAXIMUM SPACING BETWEEN STEEL POST IS 8' -0"
_ I L El I _
-I IIII —I II
OTEMPORARY TREE PROTECTION FEiVC O TEMPORARY SILT FENCE
C2 00 SECTIONTELEVATION NOT TO SCALE C2 00 NOT TO SCALE
STEWART
1IT°iww.a nc znoi FIRM�N6ER Clod
rel9 oeo erso FRnlECrrctsos
CDent
PINPOINT PROPERTIES, LLC
5310 NC HIGHWAY 55
SUITE 101
DURHAM , NC 27713
T 919 544 0141
Project
VIcIDI
Seal
VALLEY
SPRINGS
SEWER
OUTFALL
G 31D<,AA,
4
A WE
. to 4 B `4+�
Issued for
CONSTRUCTION
DOCUMENTS
No Date Descnphen
7L.7 (4)
80 NORTH
®tale 20 40 = 40
Title
SANITARY SEWER
DETAILS
Prgectnumber C15032 Sheet
Date 0706 15
Drawn by MW C2.00
Approved by TS
THE REQUIREMENTS OF ASTM C478
2 PLASTIC MATERIAL CONSISTS OF SUPER HIGH IMPACT
RESISTANT COPOLYMER POLYPROPYLENE AND CONFORM TO
ASTM 04101
/
3 REINFORCING STEEL SHALL BE 1/2" REBAR, GRADE 60 AND
MEET THE REQUIREMENTS OF ASTM A615
12"
�---- 10j "
4 STEP WIDTH AND SPACING ARE CONSISTENT MATH THE
LATEST REQUIREMENTS OF OSHA
sooeeose,\egal
. •
1 lia
A
9a..
tb"
AA• 1 1�1911tl11�
-
�10" ��
<
O3 MANHOLE STEP
.300
V_ NOT TO SCALE
MANHOLE
STRUCTURE
�•
INTERCEPTOR
UNE—\
NORBAN
PIPE CLAMP
FLEXIBLE CONNECTOR
••
Ori,� SANITARY SEWER MANHOLE O SANITARY SEWER RING & COVER O4 PIPE TO MANHOLE CONNECTION
NOT TO SCALE C2 00 PLAN /SECTION NOT TO SCALE C2 00 SECTION NOT TO SCALE
40"
f t Prohibido Entrar
Zona Protectora `
i INSTALL TREE PROTECTION FENCE
& SGNAGE PRIOR TO CALLING FOR para los Arboles
BY INITIAL ON —SITE INSPECTION
BY ME CITY OF DURHAM SkEC
INSPECTOR
2 WARNING SIGNS SHALL BE MADE OF SIGN DETAIL
DURABLE WEATHERPROOF MATERIAL NO SCALE
3 LETTERS SHALL BE 3" HIGH MINIMUM, _ 40"
_i
CLEARLY LEGIBLE. AND SPACED AS VARIABLE —AS DIRECTED STEEL POST
SHOWN 3" I BY ENGINEER
4 SIGNS ARE TO BE PLACED NO Tree Protection Areal 8' O C MAX �- 5'MIN -{ WIRE FABRIC
GREATER MAN 200 FT ON CENTER (VAR -
Ij' 32" MIN WIDTH
5 PLACE SIGN AT EACH END OF LINEAR I r ^
SILT FENCE
TREE PROTECTION AREAS AND 200 Do Not Enter 14 go HOG WIRE f °�'�(GEO TTEXTILE)BRIC
FT ON- CENTER THEREAFTER f x
6 FOR TREE PROTECTION AREAS LESS
THAN 200 FT IN PERIMETER. PROVIDE \ o
NO LESS MAN ONE SIGN PER AREA SIGN DETAIL `' n O COMPACTED
;A m SOIL
7 ATTACH SIGNS SECURELY TO FENCE NO SCALE
POSITS AND FABRIC POSTS MAY BE EITHER
oo
8 MAINTAIN TREE PROTECTION FENCE 4"0 PINE, 2 "0 OAK,
THROUGHOUT DURATION OF PROJECT OR 1 33 LB /LF STEEL `• GRAD_
WEATHERPROOF SIGN AS P
9 ADDITIONAL SIGNS MAY BE REW STEEL OST IRED j` "" -` "�� �� �•'� �� \�� l i
SHOWN ABOVE, SEE NOTES
BASED ON ACTUAL FIELD CONDITIONS 2' DEEP � \�\
FOR CONSTRUCTION AND �� 8" MIN
SPACING INFORMATION V V ANCHOR BURLAP --/ // I
ORANGE, RESISTANT 6" MIN
_ 5' -0" 0 C MAX HIGH-TENSILE STRENGTH
t POLY BARRICADE FABRIC V V NOTE
VV STEEL POST TO BE 4" MIN
FRONT VIEW DRIVEN 2' BELOW
Tree Protection Area SIGN GRADE SIDE VIEW
Do Not Enter
NOTES
4' MIN (1) FENCE FABRIC WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING
(2) SILT FENCE FABRIC SHALL BE STD GEOTEXTLE WEIGHT FABRIC AND
........ .
A MINIMUM WIDTH OF 32"
E %ISTING (3) THE WIRE S R LL BE FASTENED ADEQUATELY TO THE FABRIC AS DIRECTED BY
..
I _ GRADE
(4)
_ _ STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTNER ANGLE
III- Ei� 1I III -III STEEL TYPE
_ SUIBGR DE 2' MIN-IIIi IIIII (5) REMOVE WHEN VEGETATION IS ESTABLISHED
-III: I- (6) MAXIMUM SPACING BETWEEN STEEL POST IS 8' -0"
_ I L El I _
-I IIII —I II
OTEMPORARY TREE PROTECTION FEiVC O TEMPORARY SILT FENCE
C2 00 SECTIONTELEVATION NOT TO SCALE C2 00 NOT TO SCALE
STEWART
1IT°iww.a nc znoi FIRM�N6ER Clod
rel9 oeo erso FRnlECrrctsos
CDent
PINPOINT PROPERTIES, LLC
5310 NC HIGHWAY 55
SUITE 101
DURHAM , NC 27713
T 919 544 0141
Project
VIcIDI
Seal
VALLEY
SPRINGS
SEWER
OUTFALL
G 31D<,AA,
4
A WE
. to 4 B `4+�
Issued for
CONSTRUCTION
DOCUMENTS
No Date Descnphen
7L.7 (4)
80 NORTH
®tale 20 40 = 40
Title
SANITARY SEWER
DETAILS
Prgectnumber C15032 Sheet
Date 0706 15
Drawn by MW C2.00
Approved by TS

E
CLASS 1 RIP -RAP
SLOPE PROTECTION
STRENGTH OF PI PAINTING AND LINING SHALL BE REQUIRED OUTLINED IN THE
TVP
SPECIFICATIONS
2 DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AND AT JOINT THE
„�f -- CONCRETE PIER
~ - , "1
EXTEND RIP RAP
3 PIPING SUPPORTS TO BE CONSTRUCTED OF REINFORCED CONCRETE
4 DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED UTILIZING 2 PIPE AUGNMENT GUIDES PER JOINT
PAST WATER
ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS
Wt
C
DIPC=TERRPIPE�
1
C
WTH RESTRAINED
"' °
RUBBER RETAINERS BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO ANSI
JOINT FITTINGS .ip'- -�•�
CI-1,
uti' }.S
SO" TYP
6 CONCRETE PROPERTIES SHALL BE AS FOLLOWS
A CONCRETE COMPRESSIVE STRENGTH – 4000 PSI
PINPOINT PROPERTIES, LLC
B NOMINAL SLUMP = 4 INCHES
5310 NC HIGHWAY 55
C WATER /CEMENTTOUS MATERIALS RATIO - 0 45 (MAX)
D AIR CONTENT = 6% f 1 57
—EDGE OF WATER
18- TYP
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER COARSE AGGREGATES, FINE AGGREGATES AND
T 919 5440141
_18" TYP
PLAN VIEW
ORIP RAP PROTECTION DETAIL
NOTES
1 RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I
RIP RAP IN ACCORDANCE WITH SECTION 868 OF THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S
STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES
2 RIP RAP SHALL BE PLACED IN ACCORDANCE WITH
DRAWING 86801 OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'S 'ROADWAY
STANDARD DRAWINGS'
3 SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY
ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE
1/4'X3' GALV STRAP WITH
114"X2 112” NEOPRENE PAD
ADHERED TO STRAP
r— 1 /4'X6' NEOPRENE PAD + 3/4' DIM ANCHOR BOLTS
14' ADHERED TO SADDLE 16' CIA STEEL �ASTM A307 OR A36
CASING PIPE
BARS 1I O C
E
EACH DIRECTION
EACH FACE
H
M5 BARS @12'OC '
EACH DIRECTION 44 - -'�
EACH FACE
14"
105' �–
CONCRETE PIER DETAIL
c21 D
NTS
LE
I STEEL PIPE SHALL BE EITHER SPIRAL NEEDED OR SMOOTH WALL SEAMLESS N1TI A MINIMUM YIELD
ALL B
STRENGTH OF PI PAINTING AND LINING SHALL BE REQUIRED OUTLINED IN THE
SPECIFICATIONS
2 DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AND AT JOINT THE
UL B AIMED
CASING PIPE USING APPROVED PIPE AUGNMENT GUIDE ALL JOINTS SHALL BE RESTRAINED JOINT
S T E WA R T
3 PIPING SUPPORTS TO BE CONSTRUCTED OF REINFORCED CONCRETE
4 DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED UTILIZING 2 PIPE AUGNMENT GUIDES PER JOINT
tot wFSr MAH STIFer FIRM LICENSER UeSt
ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS
Wt
5 RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND WELDED
RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS AND
RUBBER RETAINERS BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO ANSI
8162 RESTRAINED PIPE AND FITTINGS SHALL BE FLEX –RING OR LOK –RING TYPE JOINTS AS
MANUFACTURED BY AMERICAN CAST IRON PIPE CO, TR FLEX AS MANUFACTURED BY US PIPE,
CI-1,
RED BY GRIFFIN PIPE PRODUCTS. OR EQUAL
BOLT –LOK AS MANUFACTURED D
6 CONCRETE PROPERTIES SHALL BE AS FOLLOWS
A CONCRETE COMPRESSIVE STRENGTH – 4000 PSI
PINPOINT PROPERTIES, LLC
B NOMINAL SLUMP = 4 INCHES
5310 NC HIGHWAY 55
C WATER /CEMENTTOUS MATERIALS RATIO - 0 45 (MAX)
D AIR CONTENT = 6% f 1 57
SUITE 101
DURHAM, NC 27713
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER COARSE AGGREGATES, FINE AGGREGATES AND
T 919 5440141
AIR CEMENT SHALL BE TYPE 1/II OR II IN ACCORDANCE WITH ASTM C -150 MATERIAL
REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C -33 COARSE
AGGREGATE SHALL BE SIZE NO 57 OR 67 AN APPROVED CLASS 'F' FLYASH MAY BE SUBSTITUTED
FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25X
3 ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4'
4 CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM GRADE 60 AND SHALL BE PLACED
IN ACCORDANCE WITH RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS'(LATEST EDITION)
AS PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE SPLICES REQUIREMENTS FOR
Project
REINFORCED CONCRETE'
5 NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED. 100% VIRGIN
NEOPRENE, WITH DUROAHETER HARDNESS = 50
6 PILES SHALL BE STRUCTURAL STEEL HP12X53 PILES AND SHALL BE DRIVEN TO DEPTHS REQUIRED
VALLEY
TO OBTAIN AN ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING
OF 30 TONS PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL IN
PILES, A APPROVED TI4E ENGINEER SHALL USED WHEREBY THE HEAD OF
SPRINGS
DAMAGE REQUESTED BY IL TESTED TO
III PILE THE ENGINEER, PILES SHALL
TIE PILE IS NOT DAMAGED IF
CITY O RILES THE METHOD OF LOAD E
CCON ORIMETO THE ULTIMATE ASTMM D1143 AND CAPACITY NORTH E CAROUNA STATE BUILDING CODE SWHERE PILES ARE
EXPOSED, PILES SHALL BE PAINTED AND /OR COATED IN ACCORDANCE WITH THE CITY
SEWER
SPECIFICATIONS
OUTFALL
O AERIAL PIPE CROSSING GENERAL NOTES
TUTS VIc1n
NOTES
I SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON THE FOLLOWING
PARAMETERS
ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
– CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
– GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY – 4 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) – 12 –0'
IF FIELD CONDITIONS REWIRE ANY DEVIATION FROM THESE PARAMETERS. THE
FOUNDATION DESIGN SHALL BE REVIEWED BY THE ENGINEER
2 IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO WITHSTAND 2000 PSF
BEARING PRESSURE, A PILE SUPPORTED FOUNDATION SHALL BE UTILIZED
3 IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 –FEET MINIMUM COVER OVER
FOOTING. DOWELS SHALL BE DRILLED INTO BEDROCK PRIOR TO PLACING FOUNDATION
4 PIERS AND FOOTINGS SHALL BE REINFORCED WITH @5 BARS AT 12 INCHES OC IN EACH
DIRECTION ON EACH FACE
TUTS
Seal
4
ZA `1
� rH�A Stf`A
Issued for
CONSTRUCTION
DOCUMENTS
No Date Descrlpbon
Scale
Title
AERIAL PIPE
CROSSING DETAILS
Projectnumber C15032 Sheet
Data 070615
Drawn by MW C2.10
Approved by TS

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ROJECT: VALLEY 5PKING5 5EWER OUTFALL
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APPLICANT: LAKEFIELD FARM, LLC
ANGLER
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IMPACT5 MAP
P. 703.393.4844 I P: 703.3932934
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RICIIMONDI3751WEST ERREPARKWAVSTE .A,RICIIMOND. VIRGINIA 23233
R. 804.353.6017 I P: 804.153.6018
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DURHAM COUNTY, NORTH CP ROLINA
NOR77I CAROLINA 1613 POOLE DR9 1SamniORi IiR NORTH CAROLINA 27529

MITIGATION ACCEPTANCE LETTER

pres
EBX Buffer Mitigation Banks
Statement of Availability July 24, 2015
NC Division of Water Resources
Ms. Katie Merritt & Ms. Cherri Smith
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Valley Springs Sewer Outfall
This document confirms that Lakefield Farm, LLC (Applicant) for the Vallev Springs Sewer Outfall
(Project) has expressed an interest to utilize 1,255.50 Square Feet of Riparian Buffer Mitigation
Credits from either of the EBX sponsored Banks: EBX Neuse Riparian Buffer Umbrella Mitigation
Bank, EBX -EM Forrest Creek Riparian Buffer Mitigation Bank, or EBX Upper Neuse Riparian Buffer
Umbrella Mitigation Bank. All of these bank sites are located in IIUC 03020201. 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.
If any questions need to be answered, please contact me at 919 - 209 -1052.
Best Regards,
C4, -1- li & �' -
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

AGENCY COORESPONDANCE

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Lakefield Farm, LLC
Attn: Bruce Knott
5310 NC Highway 55, Ste. 101
Durham, NC 27713
Determination Type:
Buffer Call
March 31, 2015
Donald R. van der Vaart
Secretary
Subject: Surface Water Determination Letter
NBRRO415 -105
Durham County
Isolated or EIP Call
® Neuse (15A NCAC 2B 0233)
❑ Tar - Pamlico (15A NCAC 2B .0259) ❑ Ephemeral /Intermittent/Perennial Determination
❑
Jordan (15A NCAC 2B .0267) Isolated Wetland Determination
❑
Project Name: Valley Springs Road Site
Location /Directions: Subject property is undeveloped forested land.
Subject Stream: Tributary to Eno River
Determination Date: March 25, 2015 Staff: Cherri Smith
Stream E /1 /P* Not Subject Subject ** Start@ Stop@ Soil USGS
Survey Topo
A X — off property pond X X
but riparian buffer
may extend onto
property
*E /!/P = Ephemera l /lnter•inittent/Perennral
* *No ►napped streams within project area
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 Resources
(DWR).
Non thCarolina
Naiiiiii !r�
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet: www.ncwaterquality.orq Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal opportunq Affinnative Action Employer- 50% Recycled110% Post Consumer Paper

Vallcy Springs Road
Durham County
March 31, 2015
Page 2 of 2
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 DWR 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
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/o Karen Higgins, DWR 401 & Buffer Permitting Unit, 1617
Mail Service Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (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 Resources (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)- 554 -4884.
If you have questions regarding this determination, please feel free to contact Cherri Smith at (919) 791 -4251.
Sincerely,
Danny Smith .�
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Anna, Reusche; Angler Environmental; 613 Poole, Dr.; Garner, NC 27529

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USGS TOPOGRAHIC MAP
ANGLER VALLEY SPRINGS ROAD SITE Source:
DURHAM, NC JSGS Topographic Map
�►"`I E N V I R O N M L N TA L Durham Quadrangle
MARCH 13, 2015
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Anna Reusche
From: Alsmeyer, Eric C SAW <Eric.C.Alsmeyer @usace.army.mil>
Sent: Friday, May 15, 2015 1:40 PM
To: Anna Reusche
Cc: Bruce Knott
Subject: RE: Valley Spring Road Site, Durham County, NC - Preliminary Jurisdictional
Determination Request (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Anna: I apologize for the delay in getting back to you. I am OK with doing a desktop Jurisdictional Determination (JD) for
this one, unless you have specific questions that need to be addressed in the field. Because of the backlog of JD's that I
have, it will likely be quite some time before I can get you a written Preliminary JD verification. It will expedite things if
you submit a request for Nationwide General Permit (NWP) verification based on your submitted Preliminary JD, once
you know the impacts, and you will get the NWP verification pretty quickly (usually within 45 days), since permits have
priority over J D's.
Please reply or call if you have any questions or if I may serve you in any other way.
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 http : / /regulatorv.usacesurvev.com /.
Z.
Eric Alsmeyer
Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587
Tel: [phone], x23
Fax: [phone]
Regulatory Homepage: http: / /www.saw.usace.armv.mil/ Missions /RegulatorvPermitProgram.aspx
(If you need information that is not yet available on our new website, please let me know)
From: Anna Reusche [mailto:areusche @anglerenvironmental.com]
Sent: Thursday, May 07, 2015 11:37 AM
To: Alsmeyer, Eric C SAW
Cc: Bruce Knott
Subject: [EXTERNAL] Valley Spring Road Site, Durham County, NC - Preliminary Jurisdictional Determination Request
Dear Mr. Alsmeyer,

Hope you are doing well this afternoon. Angler Environmental would like to request a Preliminary Jurisdictional
Determination on behalf of Pinpoint Properties and Lakefield Farm, LLC for the approximately 37 -acre property located
at the intersection of Valley Springs Road and Rose of Sharon road in Durham, Durham County, North Carolina.
The subject property is comprised of three parcels including 3600 Valley Springs Road, 3601 Valley Springs Road, and an
approximately 3 -acre portion of 4580 Rivermont Road to be utilized for a gravity sewer connection. Site reconnaissance
was performed on April 10, 2015. Based on our site visit, one perennial stream and three jurisdictional wetlands were
delineated within the proposed sewer corridor. One ephemeral stream is located at the southern boundary of the
property at 3601 Valley Springs Drive. No other Waters of the U.S. are located on the subject property.
I have attached the following items to assist you in your review:
• Jurisdictional Determination Request Form
• Agent Authorization Form
• Project Vicinity Map (Figure 1)
• U.S. Geographic Survey Topographic Map (Figure 2)
• Natural Resource Conservation Service Soils Map (Figure 3)
• Aerial Photograph with Parcel Data (Figure 4)
• Jurisdictional Features Overview Map (Figure 5)
• Wetland Close Up Map (Figure 6)
• U.S. Army Corps of Engineers Wetland Determination Forms
• N.C. Division of Water Resources Stream Identification Forms
• U.S. Army Corps of Engineers Stream Quality Assessment Worksheet
Please let me know when you would like to schedule a site visit. Otherwise, please don't hesitate to let me know if you
have any further questions.
Thank you,
Anna Reusche, PWS
Environmental Project Manager
Angler Environmental
613 Poole Drive
Garner, North Carolina 27529
P 1919.615.0301 C 1919.816.7745
*4GLER
-A "f*' N*
`&
►`°'W EN'VIP,0NMLNTAL 1p
Classification: UNCLASSIFIED
Caveats: NONE