20150097 Ver 1_401 Application_20150115

BRL ENGINEERING & BYRD SURVEYING
` 112 East Johnston Street Providing Collaborative Civil Engineering & Surveying Services
a Smithfield, NC 27577
(919) 989 -9300 brlemeineernns @earthlink net OR office @byrdsurvey com
January 23, 2015
Ms. Karen Higgins
NCDENR – NCDWR Central Office
1617 Mail Service Center 512 N. Salisbury St. (Archdale Building 9th Floor)
Raleigh, NC 27699 -1617 Raleigh, NC 27604
Brian R Leonard, PE, PLS
Linwood E Byrd, PLS
Linwood E Byrd, lr , PLS
Re: PCN Application: Drainage Improvements at Carver Living Facility for Durham, LLC
Dear Ms Higgins:
Durham, LLC of Elkhorn, WI plans to construct drainage improvements at a facility it owns, located off of East
Carver Street in the City of Durham The project, which is more of a drainage "improvement /maintenance"
project to correct a flooding problem, still requires 404/401 approvals to perform the construction in a
Jurisdictional stream. Enclosed herewith for your review are the following documents:
1) Engineering/Construction Plans – 4 copy sets (2 Full Size 24 "x36" Sets & 2 Half Size 11 "x17'
Sets) (1 copy delivered separately with PCN to USACE)
2) PCN Application Form – 4 copies (signed by myself as Agent for Owner)
3) Check in the amount of $57000 for the required review fee
Note: We have also submitted the PCN form and plans separately to USACE.
On behalf of Durham, LLC, 1 would appreciate your review of the attached 404/401 permit request and other
related documents. Please contact me if you have any questions.
Sincerely,
WZ;F be –.—kV
BRL ENGINEERING & BYRD SURVEYING
Brian R. Leonard, PE, PLS
BRL/bd
Cc David Farley
Attachments As Noted

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Office Use Only
Corps action ID no
DWQ project no
Form Version 1 4 January 2009
Page 1 of 10
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the Corps
❑X Section 404 Permit ❑ Section 10 Permit
lb
Specify Nationwide Permit (NWP) number- 27 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1d
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 ❑ Riparian Buffer Authorization
1 e
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 ❑X No
If
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 ❑X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Project Information
2a
Name of project
Drainage Improvements at Carver Living Center
2b
County
Durham
2c
Nearest municipality / town
City of Durham
2d
Subdivision name
N/A inn
2e
NCDOT only, T I.P or state project no
T 1W 11111
3.
Owner Information 20 'UU
3a
Name(s) on Recorded Deed
Durham LLC (formerly Durham Limited Partnership v
3b
Deed Book and Page No
DB 1551 PG 241 DENR - WATER RESOUgCpq
3c
Responsible Party (for LLC if
applicable)-
MITTING
Thomas Neshek
3d
Street address
P O. Box 75
3e
City, state, zip
Elkhorn, WI 53121
3f
Telephone no
262 723 -6006
3g
Fax no
3h
Email address
davidfarley437 @gmail corn
Page 1 of 10

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
Brian R. Leonard, PE, PLS
5b
Business name
(if applicable)
BRL Engineering
5c
Street address
112 East Johnston Street
5d
City, state, zip
Smithfield, NC 27577
5e
Telephone no
919 989 -9300
5f
Fax no
5g
Email address-
brlengineenng @earthlink.net
;I

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
PIN 0833 -13 -14 -3484
lb
Site coordinates (in decimal degrees)
Latitude 36 042733 Longitude -78 893816
1c
Property size
825 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Cub Creek (Tributary to Eno River)
2b
Water Quality Classification of nearest receiving water
WS -IV, 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
Existing property is used for an assisted living facility, however, the portion of this site where protect activities are proposed is in a wooded portion of
site that is separated from the commercial use and human activity
3b
List the total estimated acreage of all existing wetlands on the property
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 260
3d Explain the purpose of the proposed project
A structurally fading, double - barrel culvert on the property has become almost completely non - functioning, due to crushed inlet sections As a result,
stormwater is backing up and flooding the adjacent street,creating a public safety hazard The project will open
.' downstream flow by creating a new open channel & re-directing this open channel flow around the problem area
3e Describe the overall project in detail, including the type of equipment to be used -
As explained above, new open channel flow will be redirected around the non - functioning culverts In addition, the inlets and outlets of the non-
functioning culverts will be sealed off and backfilled. Anticipated equipment will be backhoes and maybe dozers
and smaller earth - shaping equipment. Some trucking equipment will also be required for hauling /moving dirt.
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 prior phases) in the past?
❑ Yes © No ❑ Unknown
Comments: See comments in Section C 2 h below
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c
If yes, who delineated the jurisdictional areas?
Name (If known)
Agency /Consultant Company:
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b
If yes, explain in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ❑X No
6b
If yes, explain
Page 3 of 10

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ❑X Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts - See comments below.. .
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
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 -
Choose one
Choose one
Yes /No
-
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:
2h Comments -
Initial discussions with staff at USACE indicated that wetland delineation would not be required and wetland impacts would likely not apply The
primary focus for this project is jurisdictional stream impacts (see next section)
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 P
Excavation
Cub Creek
INT
Corps
3
295
S2 -
Choose one
-
-
S3 -
Choose one
-
S4 -
Choose one
-
-
S5 -
Choose one
S6 -
Choose one
-
-
3h Total stream and tributary impacts
295
31 Comments -
"Excavation" above pertains to construction of the new open stream channel around the existing, non - functioning culverts
Page 4 of 10

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 individually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temp ora 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
4g Comments
5. 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:
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ) - See comments below .. .
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?
❑ 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 -
Yes /No
B2 -
Yes/No
B3 -
YestNo
B4 -
Yes /No
B5 -
Yes /No
B6 -
Yes /No
6h Total Buffer Impacts:
61 Comments Conversations w /staff at NCDWQ indicated that activities for this particular Nationwide Permit are exempted from Buffer impacts
Therefore, no buffer impacts are reported After construction, Riparian Buffers will be re- established along the new channel section
r'1 -,.., G -IV 4 A

D. Impact Justification and Mitigation
SEE ALSO COVER LETTER FOR:
1. Avoidance and Minimization net increases in a atic resource function & services..."
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The primary goal of this protect is to correct a drainage problem that is creating a public safety /flooding hazard, while also adhering to all
environmental requirements The simplest and most feasible construction option (the least earth moving) to accomplish these goals was to re- direct
the channel flow around the problem area The only other options involved considerable earth moving and deep excavations in the problem areas
which created more direct impact to sensitive areas, and more sedimentation potential within the limits of construction
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
As mentioned above, the proposed solution involves the least earth moving impacts, and consequently, the least sedimentation potential Therefore,
construction activities, equipment, and erosion control measures are also minimized Also, the specified construction sequencing proposes to
construct "and stabilize" the new channel to the maximum extent practical, prior to storm flows entering the new channel
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 ❑X 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
projects
❑ 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
n/l41 r....... 4 A 1..... --. n/VV1

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
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
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
n.,,.., -7 _r 4r%

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
0 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
The proposed plan is for new channel section and channel flow Reference the comments in Section
C 6
❑ Yes ❑ No
1
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
N/A
2b
Does this project require a Stormwater Management Plan'
❑ Yes No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
This
project is more of a drainage "improvement/maintenance" project to correct an existing drainage problem,
than a typical development protect No
additional impervious area is proposed This protect will also be reviewed by the Engineering & Stormwater
Departments by the City of Durham
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?
City of Durham (see next section)
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
City of Durham
❑ Phase II
0 NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply).
0 Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached Project more of a maintenance plan than a development plan This
4.
Plan will e submitted to city for review ot their requirements ana
DWQ Stormwater Program Review
standards
❑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?
0 Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been mete
0 Yes ❑ No
Page 8 of 10

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ❑X No
use of public (federal /state) land?
lb
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 ❑ No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
1 c
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 ❑X No
or Riparian Buffer Rules (15A NCAC 2B 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)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ❑X 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
N/A
Page 9of10

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a WIII 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
El Yes QX 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?
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes OX No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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
E] Yes XZ 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 100 -year floodplain?
® Yes ❑ No
8b If yes, explain how project meets FEMA requirements
City of Durham is the local floodplain authority and the City will review this plan for compliance with all stormwater, floodplain, and standard drainage
requirements
8c What source(s) did you use to make the floodplain determination?
As stated, this protect is more of a drainage "improvement/maintenance" protect, and not a development protect No structures or other hard surfaces
are proposed Discussions with City staff indicated that fill can be placed in the floodplain, which maybe part of this project's construction
01 -12 -2015
Applicant/Agent's Printed Name
Date
Applicant/Agents Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided )
r'J --.. 4A -4V 4 A

OWNERIAPPLICANT
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723-6006 (Officl
DG:me
%M001TY OF DURHAM NC
7
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SHEET TITLE
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EXISTING CONDITIONS SURVEY Others
GRADINGP LAN ............................................................................................ ..............................2
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DETAILSHEETS .................................................................................... ............................... -1 to -2
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LEAD
OTHER TERMINOLOGY
EXISTING
= MINIMUM SETBACK UNE
PROPOSED
_ ...: _...._. WATERLINE
" %'
(ALL SIZES)
"WM'
BLOWOFF
10"
HYDRANT
"GV" =
VALVE
°BV" =
REDUCER
'FH' =
METER
"BFP"
SEWERUNE
'RPZ'
(ALL SIZES)
"DCVA'
MANHOLE
"CB" =
CL.EANOUT
"O" =
STORM DRAINAGE
'YI' =
(ALL SIZES)
We
CATCH BASIN
'DIP' =
DROP INL.ET/YARD INLET
'PVC" =
POLYVINYL CHLORIDE PIPE
"PE" =
I OTHER SYMBOLS
POWER/UTIUTY POLE
UGHT POLE / AREA LIGHT
- POWER/UTIUTY POLE W/UGHT
-- -- . - - OVERHEAD POWER/UTILITY LINE
-- GAS UNE (UNDERGROUND)
UNDERGROUND ELECTRIC/POWER UNE
UNDERGROUND COMMUNICATION UNE
- - DITCH /CHANNEL
__-- STREAM /CREEK/RIVER
CWS /SWALEs and LJOW
PROP. DITCH/SWALE (ROADSIDE/MINOR)
_ PROP. DITCH/SWALE (OUTLET)
PROP. DITCH/SWALE w/N A.G. S75 SINGE
SINGLE STRAW TEMP. UNING OR EQUAL
PROP. DITCH SWALEw/N A.G. S150 DOUBLE
STRAW NET TEY4P. LINING OR EQUAL
PROP. DITCH ALEw/N.A.G. SC250 TRIPLE
STRAW/C000NU7 PERM. UNING OR EQUAL
PROP. DITCH/SWALE
_ w/UNING AS SPECIFIED
SEE PLANS FOR REQUIRED GiTCH ALE SECTIONS
- TEMP. DIVERSIOMi! DITCH - USE N.A.G. S75
- TEMP. UNING UkAESS OTHERWISE SPECIFIED
PERM. DIVERSICH DITCH - USE N.A.G. S75
TEMP. UNING Uk1LESS OTHERWISE SPECIFIED
SEE EROSION DETAILS FOR D ARSION DITCH SECTIONS
CONSTRUCTION NOTES /SPECIFICATIONS
GRADING - SITE AREAS (ie. BUILDINGS, VEHICULAR /STREETS, OR MASS GRADING)
NOTE: A Detailed Grading Plan has been prepared to help facilitate proposed grades and layout. Site grading pertains
mainly to excavation for a new stream channel; and backfilling to seal existing culvert inlets & outlets.
1. STRUCTURAL GRADING & BASES - MATERIALS & METHODS: CONTRACTOR shall be responsible for all earth material and base
materials moved and used for ALL graded areas (including especially for this Site... stream channel excavation and backfill areas)_
Compaction for both subgrade and base material in streets and other paved vehicular areas shall be in a=rdance with current NCDOT
Standards; or as recommended in a separate geotechnical report if applicable (see Special Note ii. below), Any work in existing NCDOT
right -of -way shall be in accordance with the NCDOT Standards, as well as the provisions of an applicable NCDOT permit or encroachment
(this also applies to work in ANY OTHER applicable utility /right- of-way and their applicable standards, permits, or encroachments). For
grading in areas outside of paved vehicular areas, compaction shall be 95% standard proctor compacted in 5 -inch lifts, unless otherwise
specified, or unless stated otherwise in a site- specific geotechnical report.
2. TESTING (COMPACTION): Quality Control (Field - Testing): CONTRACTOR shall provide for his own quality control for structural grading
including proof - rolling and standard independent field testing for compaction of subgrades and stone bases for all vehicular areas (streets,
parking, etc.) and building pads/foundations; and provide the same for any other graded areas in conformance with these specifications or
any referenced standards as applicable (see previous Note 1). CONTRACTOR shall provide to ENGINEER a certified copy of proof - rolling
& compaction test results from the independent testing firm. OWNER/Developer or ENGINEER will not perform, or be responsible for
providing, any field testing on this Project.
SPECIAL NOTES FOR ALL GRADING & EXCAVATIONS:
i. EXCAVATIONS-
9 Excavations:
cruse or provision nas been provided in the Construction Documents or Contract,
For this project, refer to private contract between OWNER and CONTRACTOR.
1117--q_
ii. SOIUSUBSURFACE INVESTIGATIONS or Other DESIGN STUDIES:
• Site Soil Borings and /or Geotechnical Report: To the ENGINEER's knowledge, there have been NO pre- asnstruction investigations made
using soil borings to confirm the existence or non - existence of rock, poor soils, or other possible soil conditions below the surface, OR to
classify soil types. Therefore, there have been NO site - specific engineered designs or recommendations mare regarding soil structures,
subgrades, building pads, pavement bases or even pavement thickness. All design and construction for su,:�h materials shall be in
accordance with appropriate standards (see Note 1 at top for reference standards and specs for structural grrading); or otherwise in
accordance with acceptable industry practice.
• Sub - surface Utility Locations or Other Sub - surface Investigations: CONTRACTOR is responsible for lom.* ng underground utilities and
other facilities prior to construction and the protection of utilities during construction. To the ENGINEER's F,nowledge, there have been NO
Pre-construction investigations made using excavations, pipeline - locating equipment or ground - penetrating technology to determine a
precise location (either horizontal or vertical) for utilities or other possible hazards below the surface. Where: evidence of utilities or other
facilites was evident at the surface; such evidence was field located by the Project Surveyor and indicated on the Plans.
The discovery of any unknown/unforeseen facilities or condtions in the field shall be reported immediately to the
ENGINEER; and additional time, services, or expenses may be required to make appropriate adjustments.
iii. QUANTITIES: CONTRACTOR shall estimate all earthwork quantities based on existing & proposed contours and other details/sections on
the Plans and shall bid any lump sum work or provide overall pricing according to his own take -offs. ENGINEER has NOT performed a
separate takeoff for earthwork or other quantities. ENGINEER makes no representation regarding exact earthwwork quantities or a balanced
site. CONTRACTOR shall make request to ENGINEER 9 any adjustment to grades are anticipated or necessary in order to try and balance
earthwork, or to reduce import or waste material. If adjustments are requested, CONTRACTOR shall give s, ecific information regarding the
extent and degree of any grade changes or other changes to the plan. Otherwise, CONTRACTOR shall be responsible for all import or
waste material as needed to bring the site to finish grade.
iv. EROSION CONTROL: This site disturber LESS THAN than 1.0 acre; and therefore, an erosion control plarvis NOT required by the state or
designated local agency. Some Erosion Control measures are indicated on the
Plans; as a minimum for downstream protection. CONTRACTOR shall provide any /all erosion measures as :-eeded to keep sediment
contained on -site, in accordance with NC Sedimentation & Erosion Control Law.
v. FINAL TOPSOIL & SEEDING. All denuded areas left exposed shall be stabilized within a short time frame to prevent erosion in accordance
with the Ground Stabilization Requirements in the Erosion Control Plan (when applicable); or otherwise acccr ing to an approved seasonal
mix, with a final straw mulch and tack coat. Finallpermanent seeding cover shall be as coordinated
between OWNER and CONTRACTOR (and in accordance with the seeding schedule in the Erosion Control E'an, when applicable).
e Topsoil shall be spread appropriately in areas for final seeding and INCLUDED as pad of normal grading oaerations, in order to facilitate
grass growth for permanent seeding; or plant growth in any landscaped areas. (Stockpile any topsoil for later use in areas indicated on
Plan, or otherwise as coordinated with OWNER).
Vi. WASTE MATERIAL: Any usable waste material remaining after finished grades have been established may to distributed in appropriate
areas within the limits of disturbance, when authorized by OWNER and ENGINEER. Excess material not utiFzed on -site shall be disposed
of by CONTRACTOR. Notify the appropriate permitting authority upon any grading beyond the limits of distu. �•ance (esp. NC Diem. of Land
Resources if applicable for erosion control and /or local health department if applicable for septic systems)_
1. STANDARD DESIGNS: Materials, cross- sections, thicknesses, and other specific designs for asphalt and /or =ncrete pavements (and even
Pedestrian/sidewalk pavements) on this Plan are based on NCDOT standards or designs, or other accepted standards or details. See
typical sections or details in these plans, or refer to NCDOT standards, or appropriate reference standard. A?,y other asphalt, concrete, or
other structural materials as may be used on this project have not been designed or engineered; and CONTPACTOR is responsible for any
special design or engineering related to other such structural materials.
2. STANDARD CONSTRUCTION MATERIAL & METHODS: CONTRACTOR is responsible for all asphalt and ccricrete pavement materials
and related construction methods on site. All asphalt and concrete pavement materials and methods on this siia shall be in accordance with
current NCDOT Standards. Any work in existing NCDOT right -of -way shall be in accordance with the NCDOT Standards, as well as the
provisions of an applicable NCDOT permit or encroachment (this also applies to work in ANY OTHER appfi= a utility/right -of -way and their
applicable standards, permits, or encroachments).
3. TESTING: Quality Control (Field - Testing): CONTRACTOR shall provide for standard independent field testin©i br density of asphalt,
concrete strength, slump tests, or other field tests; AND in conformance with the above - referenced standards as applicable.
OWNER/Developer or ENGINEER will not perform, or be responsible for providing, any field testing on this Proiect. Quality Assurance:
CONTRACTOR shall be responsible for assuring that all produced, pre- fabricated, and pre- manufactured products and materials are
suffient for the intended use and tested according the required NCDOT standard, or otherwise according to an accepted industry standard;
AND CONTRACTOR shall provide certifications and other documentation verifying such product testing upon request by ENGINEER.
4. QUANTITIES: CONTRACTOR shall estimate all asphalt and concrete quantities based on typical sections or offer dimensions as called for
on the Plans, as well as the existing and proposed profile grades and /or contours, and shall bid any lump sum work or provide overall pricing
according to his own take -offs. ENGINEER has not performed a separate take -off for asphalt, concrete or other quantities.
5. OTHER SURFACE MATERIALS: See Final Surfaces Plan
k:VIA
Accessibility: Any construction for handicap accessibility related to this plan shall crj)nform to ADA
Regulations, 2010 Standards ( made up of "Title II" 28CFR 35.51 or "Title 111" 28CFR Part 36, Subpart D, as
applicable; plus "2004 ADAAG" at 36CFR Part 1191, appendices B&D); construction shall also comply with
ICC /ANSI 117.1, latest version; whichever is more stringent. Any accessible constrcec6on related to
transportation facilities shall conform to USDOT ADA Standards for Transportation Facilities, 2006. See also
"Special Notes - Accessibility" on Final Surfaces/Paving Plan.
2. Civil/Site Permits & Approvals; and Conditions of Approval: OWNER and/or Dever, as the responsible
party to all site construction, shall obtain the proper permits or approvals related to :CMI/site construction as
may be required from local & state agencies (independent from any building /structure approvals and the local
building permit process). CONTRACTOR shall request from OWNER all copies off ;+written permits and
approvals. Furthermore, CONTRACTOR shall incorporate any provisions or conditons of such approvals into
their scope of work; and include such work within their pricing or the Bid Schedule. DOWNER is encouraged to
obtain all approvals and provide them to CONTRACTOR prior to obtaining pricing or Bids.
3. Separate Building Plan Approval: N/A
4. Existing Conditions: Property & Topographic Surveys: Property/boundary informatkm & existing features
Information is taken from a survey prepared by the Project Surveyor, Byrd Surveying, of Smithfield, INC.
Existing boundary, site features, and topographic data shown herein were extrapolated directly from the
surveyors digital file. Be advised that all construction along property lines and setbacks shall be coordinated
between the CONTRACTOR and surveyor as required. Reference "Existing Condirdons Survey" included
herein for complete survey.
5_ CONTRACTOR to Have Knowledge of Site Prior to Bidding: CONTRACTOR shall Y✓ sit site prior to bidding
and satisfy himself as to all items that may affect the cost and progress of work. Any conflicts shall be located
sufficiently in advance in order to allow for adjustments and to avoid interference damning construction. Notify
ENGINEER of any conflicts.
6. 100 -Year FEMA Floodplain: This site IS located within the 100 -year floodplain, as irklicated hereon.
UNKNOWIN/1LINSUITABLE CONDITIONS IN EXCAVATIONS
IF rock, wet/unsuitable subgrade soils, high water table or other unknown conditions are encountered in
existing soils during excavations, then CONTRACTOR, ENGINEER, and OWNER/D'.EVELOPER shall
coordinate to determine a feasible solution; including Consultation with a Geotechnicall Engineer if necessary.
(Typical solutions include undercutting & backfill with suitable material; installation of a subsurface drainage
system using perforated pipe; well- pointing; rock ripping; rock blasting, etc.) Unknown conditions or
subsurface soil classifications should be addressed in the Contract Documents between CONTRACTOR and
OWNER. IF a geotechnical study & report has been prepared specifically for this situ, then CONTRACTOR
shall include the relevant geotech recommendations in the price of the work (such special recommendations
shall superced any oonflict/diskxepancy with basic standards or typical sections in these plans/specifications).
iiIiiipiiiI
CONSTRUCTION NOTES /SPECIFICATIONS
GRADING - STORM DRAINAGE (ie. TRENCH EXCAVATION; BACISFILL; BASIC GRADING)
1. STRUCTURAL GRADING & BASES - MATERIALS & METHODS: CONTRACTOR shall be
responsible for all earth material and base materials moved and used for stone drainage grading, pipe
trenching and backfilling. CONTRACTOR shall ensure that all material for such aiceas (whether from
on -site or hauled -in) is suitable for the intended use. Compaction for subgrades, french bases, or
backfill, shall be in accordance with current NCDOT Standards. Any work in exisdrig NCDOT
right- of-way shall be in accordance with the NCDOT Standards, as well as the provisions of an
applicable NCDOT permit or encroachment (this also applies to work in ANY OTHER applicable
utility/right-of -way and their applicable standards, permits, or encroachments).
2. TESTING (COMPACTION): Quality Control (Field - Testing): No field- testing (corripaction testing) for
storm drainage is required, UNLESS required by an applicable encroachment or @art of an agency
approval; in which case CONTRACTOR shall provide for such testing with an independent/certified
testing firth. OWNER/Developer or ENGINEER will not perform, or be responsible for providing any
field testing on this Project IF HOWEVER, insufficient products, material or methods are suspected in
the field and ENGINEER orders a field test; then CONTRACTOR shall provide for such testing;
however, if test passes then CONTRACTOR may credit the charge for testing to die OWNER on a
subsequent invoice.
CONSTRUCTION NOTES /SPECIFICATIONS - STORM DRAINAGE MATERIALS & METHODS
1. STANDARD DESIGNS: Materials, thicknesses, cross - sections, and other specific designs for storm
drainage structures & piping; including concrete (whether cast -in -place or pre - cast:); block; bride;
castings; pipe material; and any other storm drainage material on this Plan are based on NCDOT
standard details or designs, or other accepted standards or details. See typical sections or details in
these plans, or refer to NCDOT standards, or appropriate reference standard. Any other structural
materials or products (which are not standard or not detailed in the plans or specs) have not been
designed or engineered; and CONTRACTOR or Supplier is responsible for any special design or
engineering related to other such structural materials.
2. STANDARD CONSTRUCTION MATERIAL & METHODS: CONTRACTOR is responsible for all storm
drainage materials and related construction methods on site. All storm drainage materials and
methods on this site shall be in accordance with current NCDOT Standards. Any ,work in existing
NCDOT right -of -way shall be in accordance with the NCDOT Standards, as well as, the provisions of
an applicable NCDOT permit or encroachment (this also applies to work in ANY t~JTHER applicable
utility /right -of -way and their applicable standards, permits, or encroachments).
3. TESTING: Quality Control (Field- Testin9): No field- testing of products or materiaU ,Jor storm drainage
is required, UNLESS required by an applicable encroachment or part of an agency approval; in which
case CONTRACTOR shall provide for such testing. OVWER/Developer or
ENGINEER will not perform, or be responsible for providing, any field testing on thb. Project. IF
HOWEVER, insufficient products, material or methods are suspected in the field and ENGINEER
orders a field test; then CONTRACTOR shall provide for such testing; however, if ttiest passes then
CONTRACTOR may credit the charge for testing to the OWNER on a subsequent: jinvoice. Quaf
Assurance: CONTRACTOR shall be responsible for assuring that all produced, prefabricated, and
pre - manufactured products and materials are suffient for the intended use and tested according the
required NCDOT standard, or otherwise according to an accepted industry standard; AND
CONTRACTOR shall provide certifications and other documentation verifying such: product testing
upon request by ENGINEER.
4. QUANTITIES: CONTRACTOR shall estimate all storm drainage quantities based rum details, typical
sections or other dimensions as called for on the Plans, as well as the existing and proposed contours
and /or profile grades, and shall bid any lump sum work or provide overall pricing au�ording to his own
take -offs. ENGINEER has not performed a separate take -off for storm drainage or !other quantities.
Know below.
' ! 1, h
—AIRF. "M Ak
lk% 5311 11111 111, OU
REVIEW
PURPOSES
(NOTRELl'-7ASEDFOR CONSTRUCTION)
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OTHER TERMINOLOGY
"MSBL"
= MINIMUM SETBACK UNE
'MH" =
MANHOLE ('SS' = SANITARY SEWER)
" %'
= CLEANOUT
"WM'
WATER METER
"WV' =
WATER VALVE
"GV" =
GATE VALVE
°BV" =
BUTIERFLY VALVE
'FH' =
FIRE HYDRANT
"BFP"
= BACKFLOW PREV?iTER
'RPZ'
= REDUCED PRES9JRE BFP
"DCVA'
= DOUBLE CHECK VALVE ASSEMBLY am
"CB" =
CATCH BASIN (NCDOT - TYP)
"O" =
DROP INLET (NCDOT - TYP)
'YI' =
YARD INLET
We
DOWNSPOUT
'DIP' =
DUCTILE IRON PIPE:
'PVC" =
POLYVINYL CHLORIDE PIPE
"PE" =
POLYETHYLENE PIPE
"HOPE"
HIGH- DENSITY P�XYEHTYLENE PIPE
*RCP' =
REINFORCED COKfURETE PIPE
"PP'
POWDER POLE
'B /C" =
BACK OF CURB
"F /C"
FACE OF CURB (AT FLOW UNE)
'LP" =
UGHT POLE
°PP/1L_
= POWER POLE WAJGHT
CONSTRUCTION NOTES /SPECIFICATIONS
GRADING - SITE AREAS (ie. BUILDINGS, VEHICULAR /STREETS, OR MASS GRADING)
NOTE: A Detailed Grading Plan has been prepared to help facilitate proposed grades and layout. Site grading pertains
mainly to excavation for a new stream channel; and backfilling to seal existing culvert inlets & outlets.
1. STRUCTURAL GRADING & BASES - MATERIALS & METHODS: CONTRACTOR shall be responsible for all earth material and base
materials moved and used for ALL graded areas (including especially for this Site... stream channel excavation and backfill areas)_
Compaction for both subgrade and base material in streets and other paved vehicular areas shall be in a=rdance with current NCDOT
Standards; or as recommended in a separate geotechnical report if applicable (see Special Note ii. below), Any work in existing NCDOT
right -of -way shall be in accordance with the NCDOT Standards, as well as the provisions of an applicable NCDOT permit or encroachment
(this also applies to work in ANY OTHER applicable utility /right- of-way and their applicable standards, permits, or encroachments). For
grading in areas outside of paved vehicular areas, compaction shall be 95% standard proctor compacted in 5 -inch lifts, unless otherwise
specified, or unless stated otherwise in a site- specific geotechnical report.
2. TESTING (COMPACTION): Quality Control (Field - Testing): CONTRACTOR shall provide for his own quality control for structural grading
including proof - rolling and standard independent field testing for compaction of subgrades and stone bases for all vehicular areas (streets,
parking, etc.) and building pads/foundations; and provide the same for any other graded areas in conformance with these specifications or
any referenced standards as applicable (see previous Note 1). CONTRACTOR shall provide to ENGINEER a certified copy of proof - rolling
& compaction test results from the independent testing firm. OWNER/Developer or ENGINEER will not perform, or be responsible for
providing, any field testing on this Project.
SPECIAL NOTES FOR ALL GRADING & EXCAVATIONS:
i. EXCAVATIONS-
9 Excavations:
cruse or provision nas been provided in the Construction Documents or Contract,
For this project, refer to private contract between OWNER and CONTRACTOR.
1117--q_
ii. SOIUSUBSURFACE INVESTIGATIONS or Other DESIGN STUDIES:
• Site Soil Borings and /or Geotechnical Report: To the ENGINEER's knowledge, there have been NO pre- asnstruction investigations made
using soil borings to confirm the existence or non - existence of rock, poor soils, or other possible soil conditions below the surface, OR to
classify soil types. Therefore, there have been NO site - specific engineered designs or recommendations mare regarding soil structures,
subgrades, building pads, pavement bases or even pavement thickness. All design and construction for su,:�h materials shall be in
accordance with appropriate standards (see Note 1 at top for reference standards and specs for structural grrading); or otherwise in
accordance with acceptable industry practice.
• Sub - surface Utility Locations or Other Sub - surface Investigations: CONTRACTOR is responsible for lom.* ng underground utilities and
other facilities prior to construction and the protection of utilities during construction. To the ENGINEER's F,nowledge, there have been NO
Pre-construction investigations made using excavations, pipeline - locating equipment or ground - penetrating technology to determine a
precise location (either horizontal or vertical) for utilities or other possible hazards below the surface. Where: evidence of utilities or other
facilites was evident at the surface; such evidence was field located by the Project Surveyor and indicated on the Plans.
The discovery of any unknown/unforeseen facilities or condtions in the field shall be reported immediately to the
ENGINEER; and additional time, services, or expenses may be required to make appropriate adjustments.
iii. QUANTITIES: CONTRACTOR shall estimate all earthwork quantities based on existing & proposed contours and other details/sections on
the Plans and shall bid any lump sum work or provide overall pricing according to his own take -offs. ENGINEER has NOT performed a
separate takeoff for earthwork or other quantities. ENGINEER makes no representation regarding exact earthwwork quantities or a balanced
site. CONTRACTOR shall make request to ENGINEER 9 any adjustment to grades are anticipated or necessary in order to try and balance
earthwork, or to reduce import or waste material. If adjustments are requested, CONTRACTOR shall give s, ecific information regarding the
extent and degree of any grade changes or other changes to the plan. Otherwise, CONTRACTOR shall be responsible for all import or
waste material as needed to bring the site to finish grade.
iv. EROSION CONTROL: This site disturber LESS THAN than 1.0 acre; and therefore, an erosion control plarvis NOT required by the state or
designated local agency. Some Erosion Control measures are indicated on the
Plans; as a minimum for downstream protection. CONTRACTOR shall provide any /all erosion measures as :-eeded to keep sediment
contained on -site, in accordance with NC Sedimentation & Erosion Control Law.
v. FINAL TOPSOIL & SEEDING. All denuded areas left exposed shall be stabilized within a short time frame to prevent erosion in accordance
with the Ground Stabilization Requirements in the Erosion Control Plan (when applicable); or otherwise acccr ing to an approved seasonal
mix, with a final straw mulch and tack coat. Finallpermanent seeding cover shall be as coordinated
between OWNER and CONTRACTOR (and in accordance with the seeding schedule in the Erosion Control E'an, when applicable).
e Topsoil shall be spread appropriately in areas for final seeding and INCLUDED as pad of normal grading oaerations, in order to facilitate
grass growth for permanent seeding; or plant growth in any landscaped areas. (Stockpile any topsoil for later use in areas indicated on
Plan, or otherwise as coordinated with OWNER).
Vi. WASTE MATERIAL: Any usable waste material remaining after finished grades have been established may to distributed in appropriate
areas within the limits of disturbance, when authorized by OWNER and ENGINEER. Excess material not utiFzed on -site shall be disposed
of by CONTRACTOR. Notify the appropriate permitting authority upon any grading beyond the limits of distu. �•ance (esp. NC Diem. of Land
Resources if applicable for erosion control and /or local health department if applicable for septic systems)_
1. STANDARD DESIGNS: Materials, cross- sections, thicknesses, and other specific designs for asphalt and /or =ncrete pavements (and even
Pedestrian/sidewalk pavements) on this Plan are based on NCDOT standards or designs, or other accepted standards or details. See
typical sections or details in these plans, or refer to NCDOT standards, or appropriate reference standard. A?,y other asphalt, concrete, or
other structural materials as may be used on this project have not been designed or engineered; and CONTPACTOR is responsible for any
special design or engineering related to other such structural materials.
2. STANDARD CONSTRUCTION MATERIAL & METHODS: CONTRACTOR is responsible for all asphalt and ccricrete pavement materials
and related construction methods on site. All asphalt and concrete pavement materials and methods on this siia shall be in accordance with
current NCDOT Standards. Any work in existing NCDOT right -of -way shall be in accordance with the NCDOT Standards, as well as the
provisions of an applicable NCDOT permit or encroachment (this also applies to work in ANY OTHER appfi= a utility/right -of -way and their
applicable standards, permits, or encroachments).
3. TESTING: Quality Control (Field - Testing): CONTRACTOR shall provide for standard independent field testin©i br density of asphalt,
concrete strength, slump tests, or other field tests; AND in conformance with the above - referenced standards as applicable.
OWNER/Developer or ENGINEER will not perform, or be responsible for providing, any field testing on this Proiect. Quality Assurance:
CONTRACTOR shall be responsible for assuring that all produced, pre- fabricated, and pre- manufactured products and materials are
suffient for the intended use and tested according the required NCDOT standard, or otherwise according to an accepted industry standard;
AND CONTRACTOR shall provide certifications and other documentation verifying such product testing upon request by ENGINEER.
4. QUANTITIES: CONTRACTOR shall estimate all asphalt and concrete quantities based on typical sections or offer dimensions as called for
on the Plans, as well as the existing and proposed profile grades and /or contours, and shall bid any lump sum work or provide overall pricing
according to his own take -offs. ENGINEER has not performed a separate take -off for asphalt, concrete or other quantities.
5. OTHER SURFACE MATERIALS: See Final Surfaces Plan
k:VIA
Accessibility: Any construction for handicap accessibility related to this plan shall crj)nform to ADA
Regulations, 2010 Standards ( made up of "Title II" 28CFR 35.51 or "Title 111" 28CFR Part 36, Subpart D, as
applicable; plus "2004 ADAAG" at 36CFR Part 1191, appendices B&D); construction shall also comply with
ICC /ANSI 117.1, latest version; whichever is more stringent. Any accessible constrcec6on related to
transportation facilities shall conform to USDOT ADA Standards for Transportation Facilities, 2006. See also
"Special Notes - Accessibility" on Final Surfaces/Paving Plan.
2. Civil/Site Permits & Approvals; and Conditions of Approval: OWNER and/or Dever, as the responsible
party to all site construction, shall obtain the proper permits or approvals related to :CMI/site construction as
may be required from local & state agencies (independent from any building /structure approvals and the local
building permit process). CONTRACTOR shall request from OWNER all copies off ;+written permits and
approvals. Furthermore, CONTRACTOR shall incorporate any provisions or conditons of such approvals into
their scope of work; and include such work within their pricing or the Bid Schedule. DOWNER is encouraged to
obtain all approvals and provide them to CONTRACTOR prior to obtaining pricing or Bids.
3. Separate Building Plan Approval: N/A
4. Existing Conditions: Property & Topographic Surveys: Property/boundary informatkm & existing features
Information is taken from a survey prepared by the Project Surveyor, Byrd Surveying, of Smithfield, INC.
Existing boundary, site features, and topographic data shown herein were extrapolated directly from the
surveyors digital file. Be advised that all construction along property lines and setbacks shall be coordinated
between the CONTRACTOR and surveyor as required. Reference "Existing Condirdons Survey" included
herein for complete survey.
5_ CONTRACTOR to Have Knowledge of Site Prior to Bidding: CONTRACTOR shall Y✓ sit site prior to bidding
and satisfy himself as to all items that may affect the cost and progress of work. Any conflicts shall be located
sufficiently in advance in order to allow for adjustments and to avoid interference damning construction. Notify
ENGINEER of any conflicts.
6. 100 -Year FEMA Floodplain: This site IS located within the 100 -year floodplain, as irklicated hereon.
UNKNOWIN/1LINSUITABLE CONDITIONS IN EXCAVATIONS
IF rock, wet/unsuitable subgrade soils, high water table or other unknown conditions are encountered in
existing soils during excavations, then CONTRACTOR, ENGINEER, and OWNER/D'.EVELOPER shall
coordinate to determine a feasible solution; including Consultation with a Geotechnicall Engineer if necessary.
(Typical solutions include undercutting & backfill with suitable material; installation of a subsurface drainage
system using perforated pipe; well- pointing; rock ripping; rock blasting, etc.) Unknown conditions or
subsurface soil classifications should be addressed in the Contract Documents between CONTRACTOR and
OWNER. IF a geotechnical study & report has been prepared specifically for this situ, then CONTRACTOR
shall include the relevant geotech recommendations in the price of the work (such special recommendations
shall superced any oonflict/diskxepancy with basic standards or typical sections in these plans/specifications).
iiIiiipiiiI
CONSTRUCTION NOTES /SPECIFICATIONS
GRADING - STORM DRAINAGE (ie. TRENCH EXCAVATION; BACISFILL; BASIC GRADING)
1. STRUCTURAL GRADING & BASES - MATERIALS & METHODS: CONTRACTOR shall be
responsible for all earth material and base materials moved and used for stone drainage grading, pipe
trenching and backfilling. CONTRACTOR shall ensure that all material for such aiceas (whether from
on -site or hauled -in) is suitable for the intended use. Compaction for subgrades, french bases, or
backfill, shall be in accordance with current NCDOT Standards. Any work in exisdrig NCDOT
right- of-way shall be in accordance with the NCDOT Standards, as well as the provisions of an
applicable NCDOT permit or encroachment (this also applies to work in ANY OTHER applicable
utility/right-of -way and their applicable standards, permits, or encroachments).
2. TESTING (COMPACTION): Quality Control (Field - Testing): No field- testing (corripaction testing) for
storm drainage is required, UNLESS required by an applicable encroachment or @art of an agency
approval; in which case CONTRACTOR shall provide for such testing with an independent/certified
testing firth. OWNER/Developer or ENGINEER will not perform, or be responsible for providing any
field testing on this Project IF HOWEVER, insufficient products, material or methods are suspected in
the field and ENGINEER orders a field test; then CONTRACTOR shall provide for such testing;
however, if test passes then CONTRACTOR may credit the charge for testing to die OWNER on a
subsequent invoice.
CONSTRUCTION NOTES /SPECIFICATIONS - STORM DRAINAGE MATERIALS & METHODS
1. STANDARD DESIGNS: Materials, thicknesses, cross - sections, and other specific designs for storm
drainage structures & piping; including concrete (whether cast -in -place or pre - cast:); block; bride;
castings; pipe material; and any other storm drainage material on this Plan are based on NCDOT
standard details or designs, or other accepted standards or details. See typical sections or details in
these plans, or refer to NCDOT standards, or appropriate reference standard. Any other structural
materials or products (which are not standard or not detailed in the plans or specs) have not been
designed or engineered; and CONTRACTOR or Supplier is responsible for any special design or
engineering related to other such structural materials.
2. STANDARD CONSTRUCTION MATERIAL & METHODS: CONTRACTOR is responsible for all storm
drainage materials and related construction methods on site. All storm drainage materials and
methods on this site shall be in accordance with current NCDOT Standards. Any ,work in existing
NCDOT right -of -way shall be in accordance with the NCDOT Standards, as well as, the provisions of
an applicable NCDOT permit or encroachment (this also applies to work in ANY t~JTHER applicable
utility /right -of -way and their applicable standards, permits, or encroachments).
3. TESTING: Quality Control (Field- Testin9): No field- testing of products or materiaU ,Jor storm drainage
is required, UNLESS required by an applicable encroachment or part of an agency approval; in which
case CONTRACTOR shall provide for such testing. OVWER/Developer or
ENGINEER will not perform, or be responsible for providing, any field testing on thb. Project. IF
HOWEVER, insufficient products, material or methods are suspected in the field and ENGINEER
orders a field test; then CONTRACTOR shall provide for such testing; however, if ttiest passes then
CONTRACTOR may credit the charge for testing to the OWNER on a subsequent: jinvoice. Quaf
Assurance: CONTRACTOR shall be responsible for assuring that all produced, prefabricated, and
pre - manufactured products and materials are suffient for the intended use and tested according the
required NCDOT standard, or otherwise according to an accepted industry standard; AND
CONTRACTOR shall provide certifications and other documentation verifying such: product testing
upon request by ENGINEER.
4. QUANTITIES: CONTRACTOR shall estimate all storm drainage quantities based rum details, typical
sections or other dimensions as called for on the Plans, as well as the existing and proposed contours
and /or profile grades, and shall bid any lump sum work or provide overall pricing au�ording to his own
take -offs. ENGINEER has not performed a separate take -off for storm drainage or !other quantities.
Know below.
' ! 1, h
—AIRF. "M Ak
lk% 5311 11111 111, OU
REVIEW
PURPOSES
(NOTRELl'-7ASEDFOR CONSTRUCTION)
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PROJECT ROTES, LEGEND
& BRIEF SPECS

SPECIAL NOTES FOR EROSION CONTROL
FOR ADDITIONAL INFORMATION PERTAINING
TO GRADING, MATERIALS AND METHODS 1. This site disturbs less than one acre and does not require a separate/approved Erosion Control Plan prior to construction.
FOR STORM DRAINAGE CONSTRUCTION, For this Plan, drainage outlets have been designed with permanent rip rap dissipators, and drainage ditches/channels/slopes
SEE BRIEF SPECIFICATIONS ON SHEET 1. have been designed with synthetic linings, as typically required for erosion; and some minimal temporary measures (ie. silt
fencing, straw, wattle dams, etc.) are indicated on this plan. However, CONTRACTOR shall be responsible for any additional
measures as necessary to contain sediment on -site; including any additional measures related to CONTRACTOR's own
construction phasing and staging areas. Any stockpile areas shall be seeded & mulched appropriately with sift fencing & outlets
along the downstream portion of the stockpile. Erosion devices shall be cleaned and maintained throughout construction, and
any sedimenfaiton into downstream areas shall be corrected immediately. All temporary sedimentlerosion devices shall be
removed after upstream areas have been stabilized and accepted.
I
2. The City of Durham requires that the new channel section be stabilized with final grass seeding prior to opening the channel
for storm flow. dote the temporary dam as indicated on this plan to keep existing stream flows separate from new channel
construction. Men grass has become established and stabilized on the new channel slopes, notify City of Durham Engineering
Department (Stormwater Section) for a final inspection. Upon approval by City, the temporary dam may be removed and the
existing stream flow re- directed to the new channel section_ CONTRACTOR shall sequence all construction as needed to
e!,Q��`��o � complete the prvjec t according to this plan and all local, state and federal requirements. It is anticipated on this project that
bypass pumping will be necessary for normal stream flow and small storm events during some phases of construction and
CONTRACTORS shall plan accordingly. It is also recognized on this project that larger storm events during construction has the
potential to overburden bypass pumping and washout downstream construction prior to stabilizing. Therefore, CONTRACTOR
�11 � shall provide a detailed schedule for construction activities, and shall plan critical phases of construction around, and in flexibility
G with local weather forecasts Ideally the recommended phasing would begin with complete construction and stabilization of the
SITE — SPECIFIC CONSTRUCTION SEQUENCE FOR EROSION CONTROL
1. CONTRACTOR shag nnotify City of Durham Engineering Department (Stomtwater section) prior to construction. SLOPE & CHANNEL STABIUZA11ON LININGS -- LEGEND
2. Install construction entrance at existing roadway.
in or individual tree removal as necessary for construction. Do not exceed limits of construction as indicated.
3. Begin clearing &grub g o ry o0 5-75 dR EdlAL :, Call before you digi
Orange tree rotection �fie'ncin is also encouraged along the clearing limits of this pro PR07ECi101'1
9 P 9 ►aged 9 9 project
4. Install sift fence sift fiernce outlets, and an other perimeter devices r Ian, plus an additional measures as may be necessary for N CTIONi W/ 1INAL
. Y Pe per P P Y Y rY SEEDING
CONTRACTOR`s opereibions, to prevent sedimentation downstream. Seed any disturbed areas with temporary seeding as may be required.
5. Begin rough grading ;and earthwork operations, bringing earth material to proper grades and maintaining drainage pattems in general
conformance with the proposed grades. FINAL DRA WING m FOR
6. IMPORTANT: The staging/phasing of this projects operations are sensitive to local weather and storm events, and it is anticipated some
bypass pumping may be. required for normal stream flow and even small storm events. CONTRACTOR shall submit a detailed construction .° � . X11
schedule of proposed operations and discuss contingency plans for larger storm events (ref_ Special Erosion Note 2 this sheet). .............................. ` ' ' ' ' '
SLOPE
11 E: VIEW PURPOSES ONLY
7. During grading, check all all erosion control measures at least once per week and after every rainfall event Place temporary seeding in .............................. . .IN COfMA�CTION W
denuded areas as requiured. .......................+%... ° ° ° ° ° • ° •
(OT RELEASED FOR ST CTION)
� 8. Complete rough and .fine grading operations to required grades, maintaining surface drainage patterns as shown on plans, or on specific
AW ----------------
p I grading plans, as applicable.
COQ new channel; then coordinating the re- direction stream flow to the new channel and sealing/backfilling the existing culvert inlets - - '-
Q & outlets. However, alternative and other creative sequencing is allowable as long as the City's stabilization requirements on g. Construct any final storm drainage devices (�e. rip rap dissipators). PROPER1rY R�
Q�' the new channel are met.
10. Seed any remaining ,disturbed areas with PERMANENT seeding (ref, Special Erosion Note 3 this sheet). Install any erosion control
3. FINAL/PEt2MANENT SEEDING: See Erosion Control detailslspecifications for all finallperm. grass matting (that hasn't already been installed) where indicated on this Plan. Coordinate with OWNER and /or ENGINEER N other areas (esp_ fill
SCALE types fbr this site. Provide for complete scarifying of previous temporary seeded areas and re- seeding with permanent slopes and ditches) might require erosion control matting due to evidence of erosion or upcoming weather patterns.
GRAPHIC seed (unless overseeding will allow for the desired stand of permffinal grass). Coordinate with ENGINEER regarding final
seeding mb(. Coordinate with OWNER if sodding specific areas may be a desirable altemative to seeding. 11. Remove any remainoing temporary erosion measures AFTER upstream seeded areas are established and stabilized. Grade, shape, and r,
20 o to 20 ,o seed all disturbed areas where devices are removed. Any remaining permanent erosibn devio�(ifny) shouk}'now be installed, i r
4. PRICING ALLOWANCE for EROSION MATTING: CONTRACTOR shall include a separate pricing allowance for 2500 sq. ft. ! SRI �� \ � Ji _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ ____ _ - - - - - - -- - - - - - - - - - .___
(275 sq. yds) of temporary erosion control matting, North American Green S75 or equal, for any additional areas as needed. / , t _ - �- _, w.__ _.___,_ _ - -- -__ -.
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LEGEND
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//
TEMPORARY SLOPE LINING - TYPICAL
FOR PROPOSED GRADING SLOPES
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SEE SLOPE & CHANNEL LINING TiE INTO
LEGEND THIS SHEET EXISTING FlU
INCLUDE IN PRICING AN ALLOWANCE FOR SLOPE
2500 SQ.FT. OFADDiT70NAL TEMPORARY
LINING FOR EXISTING SLOPES DISTURBED
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1
NEW STREAM CH ANNEL - TYPICAL SEC I ON
NO SCALE (LOOKING DOWNSTREAM)
NOTES:
1. Construct slope of new stream channel according to specified grams or proposed contours when indicated or the plans.
2. Erosion Control in New Channel: Seed channel slopes with appropriate seasonal seeding ma, and use permanent or
temporary channel slope lining as indicated above. See plan view and Channel & Slope Lining Legend for more details
regarding fining types. The center section of the channel for normal stream flow shall be seeded with seasonal temporary
seeding and mulched. (After normal stream flow is allowed to enter the new duarmel, the grassed center sou will
naturalize over time into a typical stream bed). The new channel and slopes shall be stabilized with an established stand
3. The compacted fill on the right side of channel (looking downstream) shall be with suitable material "as avaaBable" from
onsite excavations. If onsite excavation produces unsuitable material for compacting, then stockpile materiel in areas as
indicated or the grading plan. FOR PRICING: INCLUDE AN ALLOWANCE OR ALTERNATE PRICING UNDER
6-
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FILTER OF 1 INCH DIAMETER ° $ ° 0 °° °
Table 6.62b Specifications For Sediment Fence Fabric � 57 WASHED STONE-----_,,,
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Temporary Silt Fence Material Property Requirements {•'i .. a ,.
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•% .sir +H s•�r•a•�r ..; ,,. .. ,,-- _ - = --r = _____ -z:r. ��., u�.=.r • ___ __.L�_____._ -..
viiiiiii
. ♦'r• fI -.•rte 1 • ,• •.••S.♦1• • • , q ••S•Y• �.• ifn•.•..•••• • • •Y•,..•_.•.•• •.•_�:
jai ;ra /���r•��!i•1.•is� +t �IN•.fi i�•�•'li ': r; 1 •
US Ill 130)
P. �•a /•• ♦ ♦.. rN �■ • •-�'.r•'tir' /ice �••f •� /• I�t t .r�:> 1) • d `
...•:
.. .• .•.rte/ /it••► .•''• /••!ate • 70% after 7WA. after
Strem
6"Inin Silt Foricemiliport shan consist of 14 gage steel wire with a mesh spai -,h
of 150 min 16 ink ii or prr.(atvic4" poyloilit, mi of
Thii defixtrif vakm ate based on empirical evitience wait a variety of sediment. I'm environmentally sen�ofive arli a leview of
zllmlous experairtre andlor qije or reqkrtAy specific n-potextile tests In accordance with Test Ailledisod 0 5141 tie r-formed
As measured in accordance vMh 7li Mellaod • • • ••
• • • • ••
CONSTRUCTION
Figure ai Graltiol entranosAnt keW -"dirnflint *0111 W-bV it- C--Xd- site (modified *w Va SWCC)- '1
•'1. - (I • -
synthetic filter fabric,.
2. Ensure that the height or the seditwit fence dcvs tall. cli 24 inches
IVEHEME
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I�L,J�E�� I r,.y 1.• �i, =i`J.4`JJO 40�. �� �.4�. �•' y,` • Oi•Ji•Oi•••i'i`iii•JJ.i`i`i Jiii'i`i'i`i`i "i' i iii`i`i'i`i`i'i'i i r .+
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" r Support �� 1? E{ ♦ •.I Oi`i•OJJJ•i`J•'JOOJi iii••• ••••• • ••••Ji•• •�••••••`•`•`•`•`•`ii`Oi`Ji•Ji' 0••O•i'J•O iiOhBY :. •.• • • = i i':I1������/
9 ! i rr: i �:: f �.. • • ♦ ., r i0`i0.i`i`i`i`i`Ji i i0' 0 i ri0` •00•i0`••ii••iiOJi•JJi`i i i i`i i'Oi i i`i� Oi r i i`Ji`i i`i0`i`i•� -.1,
• i � • . r ...... ;!
the "Pidape Side of tile posts, Extend the Avire mrsh support to the hollom of :. : v.: v.v r ... r.. • • r i _ •.. • •. • • .... • • • ♦ i • • O`iii`i`i`i i iiii`i`i`J •Oi`i'Ji`i`iii`i�0' iiii0`i i`i i i i s • • !i •. � • • • •� • ♦ • =i
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-ille of tlw trenich- Fasten the wire reinrareemem, [ben Iabfic on tile upslope / I���illI _••...• -ro•• ee�i.r •y `A40 "`• �!..4! .OJ �i••••J •OLL`• i.0:0` :�'J.O`•O r•.•♦ ♦• ••• i= •♦ • ri • •. i
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apart, Support postsishould be driven securely into tlw ground a millimunri of �QI P'll�G -11 Il Il�i1�11�L10 11�n�i1� i� ( �n�i w •
[I - I� -11 -II ��1� . •
.. ..
- - - -
24 inches.
- • rl'. _�.: -. -,. " ♦, 1 I' 1. i' '.11 H. :.1! 11 i 1 i. •, '.1 , 4 - -
./: "•1 -v It\ r Y 1 Ilr. il. �1 1 / 1, it 11: �� II i
-I% filter fabric directly to posm NVIre or
,'1 •Ir : i I r `.1'_ i il•' :1 II M"77- • ' / - •,. •, • zip
`1 W. i II r / • • ••
•
• , / •
• •
• r
f 1
r
the proposed line (it is laid upqlope from the baryiet (F iV tire 6.6-
8. Place I inche, of the tithinvaloing the tiottomand side of the irclach,
9.
critical it
I
SEDIMENT • •►
-ill (If excavating I Ini placing fi bric arxil then backbiting Irench,
Instei
inserts the fabric inloa ctit sliccd ill the giroturd with a disc Wiyttry 6.62b).
Construction ^, ..
• • •
•• •
In, -its -et allari in critical areas and 0 feet apart on stwidard
4.
Compacted
• 1 of the dike is not, lower at a" point than Lhedmigne.1tei
as cli�c its possible tit tire liall-inc. criabling Posts to support tile fabric firi
VIOW
4. Provide siffficient wom around divicrNiclas Do permit nutchinc regrading and
4- Install livirsis will) file nipples racilli initin the silt fabric.
18 min
"110 NOT 5. Attach the labric to ii pi with (lace iiii allspaced within the top 8
PREL IMINA R Y L)
inches cifthe fliNic. Attach Ii tic diagonally 45 dcgret,- through the fabric.
with cach Planclutie'll least I inch verticallyapari. Ako. each lie should lic S. Vegei the ridge inuffictrutally after construction. unlen it will I'Main M
positioni to hang ona p(rst nipple when tightened to prevent saggaig typical placie less than 30 working days.
USE FOR CONS 770-8?6 U- C- TION 6. Wrap approximately 6 itichL--; of rabiic anwad i1r, end poskand'WICIllic
Figure 6.2an Temporary cairthen diversion dike. Maintenance Impleat wrriptIrary divienions once a week. and! after every rainfalL Immediate-
(PROGRESS DRA WING ONL Y) 7. M, more than 24 inchi isf a 3 116 inch fithric k allowed abm--e gri-bund ly -tirlovesediment. firona the flow awn and mpoir tie diversion ridge. Careful-
level. ly itfieck outlets and make dawly tepairs as neefflei When the area pruiiec:wd is Ali
•'
d
..
.' remove 1 1 and YI 1 ,1 with Lie
Mh
9. Conapactittial is vitally important for effective results. Compact she soil
tipsircam side first. and then cachside tivice fiir a total vf4 brity,
is
•
Itl
f
I
INSTALLATION •.,, E.,. 1 ••
•
r I P 4 designed .1 o l 1 i I Y.•'1 :, P 1 it installed •,•!. 1 ✓, •' „ �[ ` •,..
J •.
/ 1 i 'Y. I :._.,• illustrated it ,
form
rX, Us
NIS
v.. Y
•
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UJ
. ��:: i�11itlliriiO�;. �i, frj► i�i�: �>iiiis:iii:� %if����� / % %�ia°ili ���1�� :,'� �� ��t�I`Iw.Ii.i♦,rf��f��
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i
�iit �, ��•♦ y. ��♦ ��• ���s'++ �t a�+ ii�gi• �s,.. � •ri••,.r.� /r�*i� /iri/i��lr''•�' �:��•��-��-�� ::,�� � �� Q
: ���.`' �i��• .�i«+ii���' *��i'•j�it•;'i'�:':� ; ::'?::iii�i,;isy.i�f�i�� .•. i�. /`�;- �-'fi-'j �..♦
iii i 1�i ♦ +1 ♦ ♦ ♦ �, ♦iii =t II•I/la• I / f / /'/ / ..� / �- ♦ f��, �• i r�` `
iii ��~+ �' ���' r. I` o+ 1�����a�� *�'.►���Jj+��"•�:>::::i:�i'`fi� i',��r %ii %�iu•: � / /��' /��.i�•1� Q ,' � �' • •
♦'•'4 •1 "•1'/� i1 /I f •1�f :Atai�t.•uf..nljlr� /f / / / /A //� %-/ .. •., �® `� --:. •.. ►:, / / . - .: •. • '
•j•I /•4r•Ir•1♦ +♦��Itf1•i �ti is�ertrs•ir•;/ si /// f % % /// �J:1 !�• ...' TWO s •
r•��t�+1r +f�1��1♦ r�ra�ii�:::iiiai`i'` % %/ii% / %S/ - / /Q� /``��`` %`` i��:�\'Q ��� / / ��1�� •
♦ rf •�1 +•+l4flj'F• +s�i�ssiir�•N %f�f /r %� /.' W /�`� �/ i�' '; (� �I ����•y f ,
In channels, rollout strips of nefting parallel to the
direction of flow and over the protective mulch.
fix
•f�•♦••��i•�1•f•• Q
.. • � r ► o-• , 1 tiaal
1r �i�,r��.• ly /'�,f�r ♦.�.���► +����.,r,'•'' _..• ;,,a... r. «a • tiaar r• .• �aa/ /
li I ! / R 4444 ♦•►4� ����►��►
�, i.i �� �, l . +►44 4i� +4�+l�►�► : r r • •, « - a t « • h 1 a a r /: a «' .... • 1 « , • • • • " • ' i 1 1 • Lui
Anchor r�►,�•1i �� : • • •, a « : t «•. r « a• tiaat • «• a/ • r r 1 a 1 « •.• • •, ..
• „.« r r •'aa+ ' 1 •, a1 r " y w - r a- • _ • at • • • . •- a. ate. •• : «ar ... • a / « • �' �' I 7 1
,��� h- • ,� 1 • - i • 1 1 • • I 1 • 1
.nr •• • •' • Ia 1 • •ar
Overlap Join strips by anchoring
Figure &14a Installation of netting and inatting (modified from Va. r. ►• a. a. •a. •�,•, / hr1 ••.r r • ••-.at r• «•-ria... 1 • -•. a'r •• 1 •• � 1 1 • 1 •• '•' i • •' • • •_ • � • r
► r overlapping. =.cr • >+r sal./ r
s: al • '� r• •. • .1 . ••>+ :, • r-ia/ .• •: -, a la. ..._• I. a f « « ••^ • • :• • i I • '• 1 • • - • •• 1 • .• i •• •. � • •
t
i / rr r. rr t r...I r.. r..1 , :,1 :..«a •� h• •.':7. ,... 71 ...•• i.. a «,.; h::. I,a..a 1... • •,. .'.• �/
•' • •- r • • •• 1
rra• a1 - / h.; 1 / r • ra a• • > a• a 1 •, a , • •
.1
1 /
dfiep, cover with soil, and infoup rtn* as shown in Figure 6.14a. Staple tho cel.
around
2. Sm laying ft net faim ft top of the channel or slope and unroll it down 0 Z
the
, grade. Annie, nettling to by 1006dy ou the soil or voullch cover butfridjout Zi
IN
every 12 inches wzwis the top cod and every 3 it Y - I
Y
1 . Y
stapled Where 2 ships of act am laid side by sulle, the adjacent edges should be
n • c1 H • ., should also \� . • • a ha. • • � a r•r ' a' • • • • 1 • • • - - -
-
.: a .1 1 , r r , applying .. h i.•,. ' . • .. • . a.1 M • -.,
4. 1 '1• i -M - u• r. 1• r - - - r+ r• --ri. • 11•
in
1 1 11 1 vl of tl • JI tile
cnd Of ft prerviOUS roll I li hitches, as sima in lFiguire 6-14a, and stapic -cry
12 inches jm below the anchor slot
• •.i •ii 1, :.,1 >:i .. !,[ �R. ' � •1 � :...: 1 !c `'
I
DETAILS EROSIONJ