20131002 Ver 1_401 Application_20130913

WE
ENVIRONMENTAL SERVICES, INC.
524 SOUTH NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 27610
(919) 212 -1760
September 13, 2013
Ms. Karen Higgins
NCDWR
1650 Mail Service Center
Raleigh, NC 27699 -1650
Re: Sanford Creek Sewer Outfall
Wake County, NC
Ms. Higgins:
20 13 100 2
On behalf of the applicant, Dos Bros, LLC, ESI is submitting the enclosed PCN for a proposed
sewer outfall project that will incur unavoidable wetland and buffer impacts as well as a
temporary stream impact. Please let me know if you have any questions or comments.
Please let me know if there is anything else I can provide for you to complete this request.
Sincerely,
Environmental Services, Inc.
d r, PWS
Senior Manager
E SEP 1 6 2013
Q., NR - W7A7& UALI7Y
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20 13 100 2
Office Use Only:
Corps action ID no.
DWQ project no._
Form Versio
Pre - Construction Notification (PCN) For
�n
A. Applicant Information 0 OR ' � �
s�
1. Processing
1 a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes Q No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express 0 Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes X❑ No
For the record only for Corps Permit:
❑ Yes 0 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.
❑ Yes ❑X No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2. Project Information
2a. Name of project:
Sanford Creek Sewer Outfall
2b. County:
Wake
2c. Nearest municipality / town:
Town of Rolesville
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Dos Bros, LLC
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
Andy Sandman
3d. Street address:
7101 Creedmoor Rd, Suite 122
3e. City, state, zip:
Raleigh, NC 27613
3f. Telephone no.:
919-845 -6688
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
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:
Jeff Harbour
5b. Business name
(if applicable):
ESI
5c. Street address:
524 South New Hope Road
5d. City, state, zip:
Raleigh, NC 27610
5e. Telephone no.:
919- 212 -1760
5f. Fax no.:
919 - 212 -1707
5g. Email address:
iharbour @esinc.cc
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 11749663478
0000
1b. Site coordinates (in decimal degrees):
Latitude: 35.9373 Longitude: - 78.5028
1c. Property size:
16 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Sanford Creek
2b. Water Quality Classification of nearest receiving water.
C; NSW from source to Smith Creek
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 property contains fragmented wooded areas, but the majority of the property is fallow fields. Sanford Creek runs along the north side of the site.
Land use is primarily residential and an existing sewer easement runs near Sanford Creek.
3b. List the total estimated acreage of all existing wetlands on the property: 0.3
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,000
3d. Explain the purpose of the proposed project:
The purpose of the proposed activity is to construct a second sewer outfall.
3e. Describe the overall project in detail, including the type of equipment to be used:
Project will entail minor wetland impacts, a temporary stream impact and riparian buffer impacts to build a sewer outfall. Typical equipment will be used
D
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments: Corps JD and DWQ Buffer review
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Jeff Harbour
Agency /Consultant Company: ESI
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
August 7, 2013 AID - SAW201300936
July 10, 2013 NBRR0#13 -162
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑ No X❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes Q No
6b. If yes, explain.
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):
❑X Wetlands Q 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Land Clearing
Headwater Wetland
Yes
Corps
0.001
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.001
2h. Comments:
See representative photos that are included with this application
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
sewer line
Sanford Creek
PER
Corps
25
56
S2 -
Choose one
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
0
31. Comments:
Temporary stream impact from trenching in sewer line
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
S. Pond or Lake Construction
If Pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
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):
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 mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
Q Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T )
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1 P
clearing for sewer line
Sanford Creek
No
5,065
2,178
B2 P
clearing for sewer line
Sanford Creek
No
24
B3 P
clearing for sewer line
Sanford Creek
No
427
B4 P
Gearing for sewer line
Sanford Creek
No
11,278
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
5,065
13,907
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The majority of impacts have been limited to Zone 2. Zone 1 crossing between 75° -105°
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Appropriate ESC plans will be in place before ground disturbing activity commences. Bare ground will be re- vegetated immediately.
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?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
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
buffer mitigation?
Yes X No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
Q Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
No impervious surface; no runoff
❑ 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?
❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Installation of sewer outfall will result in no impervious surface
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?
NA
3. Certified Local Government Stormwater Review
3a. In which local govemmenfs jurisdiction is this project?
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
[]Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006 -246
[]Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ 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?
1b. 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
❑Yes ❑ 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)?
I
2b. Is this an after- the -fact permit application?
❑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
OYes Q 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.
The sewer outfall will provide additional capacity for municipal sewer service in this area, which could result in new development. It is our assumption
however that all newly proposed development will be completed in accordance with all local, state and federal regulations with regards to the
protection of aquatic resources and water quality. It would be purely speculative to assume that downstream water quality will be affected by this
sewer line based on the stringent regulatory requirements that applicants will be required to follow for any proposed developments that results from
this line.
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

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes Q 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?
ESI conducted a habitat evaluation. Stream is not habitat for dwarf wedgmussel . No RCW habitat and no Michaux's sumac habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
List of EFH Waterbodies published b NOAA
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
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 Q 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?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 700 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
No loss of floodplain volume will result from sewer line installation
8c. What source(s) did you use to make the floodplain determination?
NC Floodmaps website
R ,Jo45V
Applicant/Agent's Printed Name
Date
Appli nt/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

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STANDARD UTILITY NOTES (AS APPLICABLE):
G.
IT 15 THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER * SEWER SERVICES NOT BEING USED IN
I .
ALL MATERIALS * CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DE51GN 5TANDARD5, DETAILS
0
REDEVELOPMENT OF A 51TE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THI5 INCLUDES
0
SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRE`�T EDITION).
0
ABANDONING TAP AT MAIN * REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
2.
UTILITY SEPARATION REQUIREMENTS:
7.
INSTALL 3/4" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY
0
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN 5AII,iTARY 5EWER *ANY PRIVATE OK PUBLIC WATER SUPPLY SOURCE SUCH AS
3,599
ADJACENT.
0
AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED,
8.
INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUT5 LOCATED AT ROW OR EASEMENT LINE * SPACED
FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED * INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
EVERY 75 LINEAR FEET MAXIMUM.
SEPARATION SHALL NOT BE LE55 THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
9.
PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 P51; BACKWATER VALVES ARE REQUIRED ON
b) WHEN INSTALLING WATER VOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THI5 SEPARATION
ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1 .0' ABOVE THE NEXT UPSTREAM MANHOLE.
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED 15 THE WATER MAIN IN A SEPARATE TRENCH
10,
ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, U5ACE VOR FEMA FOR ANY
WITH THE ELEVATION OF THE WATER MAIN AT LEAST I E" ABOVE THE TOP OF THE SEWER * MUST BE APPROVED BY THE PUBLIC
RIPARIAN BUFFER, WETLAND VOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FRC'M OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
1 1.
NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS
c) WHERE IT 15 IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PA55E5 OVER A WATERMAIN, DIP
SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CR055ING MUST BE SPECIFIED * INSTALLED TO WATERLINE
12.
GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS � INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY
SPECIFICATIONS,
THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919)
d)5.0' MINIMUM HORIZONTAL SEPARATION 15 REQUIRED EI"fTWEEN ALL SANITARY SEWER * 5TORM SEWER FACILITIES, UNLESS DIP
250 -7825 OR TIMOTHY.5EA5LEY @RALEIGHNC.GOV FOR MORE INFORMATION.
MATERIAL 15 SPECIFIED FOR SANITARY SEWER.
13,
CR055- CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED
e)MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATEKMAN * RCP STORM DRAIN CR,0551NG5; MAINTAIN 24" MIN. VERTICAL
IN APPENDIX-15 OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM
SEPARATION AT ALL SANITARY SEWER * RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN 50CIETY OF SANITARY ENGINEERING (A55E) STANDARDS OR BE ON THE
SPECIFY DIP MATERIALS * A CONCRETE CRADLE HAVING G" MIN. CLEARANCE (PER CORPUD DETAILS W-41 * 5 -49).
UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER * SEWER FACILITIE5 WITH 18" MIN. VERTICAL SEPARATION REQUIRED,
PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
3.
ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW * APPROVAL OF AN AMENDED PLAN VOR PROFILE BY THE CITY OF
CR055- CONNECTION CONTROL PROGRAM, WHICHEVER 15 MORE STRINGENT, CONTACT JOANIE HELVEY AT [phone] OR
RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
JOAN I E. HARTLEY@ RALEI GH NC. GOV FOR MORE INFORMATION.
4.
CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER * 5Ef,VER SERVICE TO EXISTING KE5IDENCES * BUSINESSES THROUGHOUT
CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
5.
3.0' MINIMUM COVER 15 REQUIRED ON ALL WATER MAINv � SEWER FORCEMAIN5, 4.0' MINIMUM COVER 15 REQUIRED ON ALL
REUSE MAINS.
NARRATIVE
THE PURPOSE OF Th,15 CONSTRUCTION DRAWING SUBMITTAL 15 TO
APPROVE THE PUBLIC SANITARY SEWER OUTFALL.
5ANFORD CREEK SEWER OUTFALL
PUBLIC IMPROVEMENT QUANTITIES
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTEN51ON OF WATER, SEWER, AND /OR REUSE, AS A ?PROVED IN
THESE PLANS, 15 RESPONSIBLE FOR CONTACTING 7HE PUBLIC
UTILITIES DEPARTMENT AT (919) 99G -4540 AT LEAST 24 HOURS
PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE 155UANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER
OR SEWER FACILITIE5 NOT INSPECTED AS A RESULT OF TH 15
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DCWN5TREAM
PLUG, HAVE PERMITTED PLANS ON THE J0155ITE, OR ANY OTHER
VIOLATION OF CITY OF RALEIGH STANDARDS WILL R-5ULT IN A
FINE AND P055113LE EXCLU51ON FROM FUTURE WCRK IN THE
CITY OF RALEIGH.
PROJECT:
5AN I=ORD CREEK 5EWER OUTEALL, TOWN Of ROLES VI LLE,
WAKE FORE5T TOWN5HIP, WAKE COUNTY
DEVELOPER:
D05 BR05, LLC
7 101 CREEDMOOR ROAD, SUITE 122
RALEIGH, NORTH CAROLINA 27G 13
9 1 9 -845 -GG88
PUBLIC
Sewer Collection / Extension 5y5tem
The City of Raleigh consents to the connection and extension of the C1ty'5
Public Sewer 5y5tem a5 5hown on this plan. The material and construction
methods used for this project shall conform to the standards and
5pecification5 of the Gty'5 Public Utihtie5 handbook.
City of Raleigh
Public Utilities Department Permit#
Authorization to Construct:
Date:
CITY OF RALEIGH
All construction must be in accordance with all
Local, State and Federal Rules and Regulations.
Transportation 5ervice5
Public Utilities
Stormwater
Planning
Fire
Urban Forestry
PROPOSED COP, SANITARY SEWER OUTFAL-
PROPOSED TEMPORARY CONSTRUCTION E:�\5EMENT
EXISTING COP, 5ANITARY 5EWER TO BE REIYIOVED
BY EASEMENT EXCHANGE
CONSTRUCTION DRAWING SHEET INDEX
5 -1 OVERALL SEWER PLAN
5 -2 5EWER PROFILE (5TA. 0 +00 - 15+00)
5 -3 SEWER PROFILE (STA. 15+00 - END)
5 -4 CONSTRUCTION DETAIL SHEET
O 50 100 200
GRAPHIC 5CALE
L4�'
1
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221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919 -387 -1174
PhioW tlon: P -0151
www.jonescumen.©om
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JULY 15, 2013
12/13 1 RALEIGH COMMENTS
5 -1
1304
PHASE NO.
0
NU✓15ER OF LOTS
0
NLMBER OF LIVABLE BUILDINGS
0
NUMBER OF UNITS
0
OPEN SPACE?
NO
NUMBER OF OPEN SPACE [O—T5
0
PU5LIC STREETS (LF)
0
PUBLIC SEWER (LF)
24" SANITARY SEWER - 2,884 LF
12" SANITARY SEWER - 715 LF
3,599
PUBLIC WATER (LF)
0
PUBLIC SIDEWALK (LF)
0
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTEN51ON OF WATER, SEWER, AND /OR REUSE, AS A ?PROVED IN
THESE PLANS, 15 RESPONSIBLE FOR CONTACTING 7HE PUBLIC
UTILITIES DEPARTMENT AT (919) 99G -4540 AT LEAST 24 HOURS
PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE 155UANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER
OR SEWER FACILITIE5 NOT INSPECTED AS A RESULT OF TH 15
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DCWN5TREAM
PLUG, HAVE PERMITTED PLANS ON THE J0155ITE, OR ANY OTHER
VIOLATION OF CITY OF RALEIGH STANDARDS WILL R-5ULT IN A
FINE AND P055113LE EXCLU51ON FROM FUTURE WCRK IN THE
CITY OF RALEIGH.
PROJECT:
5AN I=ORD CREEK 5EWER OUTEALL, TOWN Of ROLES VI LLE,
WAKE FORE5T TOWN5HIP, WAKE COUNTY
DEVELOPER:
D05 BR05, LLC
7 101 CREEDMOOR ROAD, SUITE 122
RALEIGH, NORTH CAROLINA 27G 13
9 1 9 -845 -GG88
PUBLIC
Sewer Collection / Extension 5y5tem
The City of Raleigh consents to the connection and extension of the C1ty'5
Public Sewer 5y5tem a5 5hown on this plan. The material and construction
methods used for this project shall conform to the standards and
5pecification5 of the Gty'5 Public Utihtie5 handbook.
City of Raleigh
Public Utilities Department Permit#
Authorization to Construct:
Date:
CITY OF RALEIGH
All construction must be in accordance with all
Local, State and Federal Rules and Regulations.
Transportation 5ervice5
Public Utilities
Stormwater
Planning
Fire
Urban Forestry
PROPOSED COP, SANITARY SEWER OUTFAL-
PROPOSED TEMPORARY CONSTRUCTION E:�\5EMENT
EXISTING COP, 5ANITARY 5EWER TO BE REIYIOVED
BY EASEMENT EXCHANGE
CONSTRUCTION DRAWING SHEET INDEX
5 -1 OVERALL SEWER PLAN
5 -2 5EWER PROFILE (5TA. 0 +00 - 15+00)
5 -3 SEWER PROFILE (STA. 15+00 - END)
5 -4 CONSTRUCTION DETAIL SHEET
O 50 100 200
GRAPHIC 5CALE
L4�'
1
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0)
M
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to
O
2
C
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0)
C
O
N
C
C
W
V
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919 -387 -1174
PhioW tlon: P -0151
www.jonescumen.©om
Q
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Q
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JULY 15, 2013
12/13 1 RALEIGH COMMENTS
5 -1
1304
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