20061349 Ver 2_401 Application_20151015

pF WA7F9
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a Type(s) of approval sought from the
® Section 404 Permit F-1 Section 10 Permit
Corps-
1b. Specify Nationwide Permit (NWP) number. 29 or General Permit (GP) number.
1c Has the NWP or GP number been verified by the Corps? ❑ Yes
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 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 For the record only for DWQ 401
because written approval is not required? Certification:
❑ Yes ® 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
/t
For the record only for Corps Permit:
❑ Yes N No
❑ Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties If yes, answer 1 h ❑ Yes
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
2. Project Information
2a.
Name of project:
Galway Glen Crossing
2b.
County.
Durham
2c
Nearest municipality / town:
Durham
2d.
Subdivision name
Galway Glen
2e
NCDOT only, T.l P or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Galway Glen LLC
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
ste 007 8341 Bradford Way
3e
City, state, zip-
Raleigh, NC 27615
3f
Telephone no.
3g.
Fax no ,
3h
Email address
❑ Yes
'Li •
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Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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:
S. Agent/Consultant Information (if applicable)
5a. Name: William Mullin
5b.
Business name
(if applicable):
5c.
Street address:
5d.
City, state, zip:
5e
Telephone no.:
5f
Fax no :
5g Email address
Dr. J. H. Carter III and Associates Inc...
515 F Midland Road
Southern Pines, NC 28387
910 695 -1043
wmullin @jhcarterinc com
i
4
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

J
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
1c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c River basin:
Latitude: 36.6213N
(DD.DDDDDD)
9.0 acres
Mud Creek
Longitude: - 78.9589W
( -DD DDDDDD)
WS -V, NSW
Haw River - 03030002 - (Jordan Lake /Cape Fear)
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.
Suburban - light industrial. Housing and small bussiness are found in the surrounding area, on the south side of the City
of Durham.
3b. List the total estimated acreage of all existing wetlands on the property:
0 5ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
800 feet
3d. Explain the purpose of the proposed project.
The project proposes to cross the wetland area with a roadway in order to utilize uplands on both sides of the wetland
system that divides the property
3e. Describe the overall project in detail, including the type of equipment to be used:
the project involves the placement of culverts on streams to establish road crossings. typical materials will be used
including, excavators, tampers, silt fencing and typical construciton equipment to place bottomless culverts over the
stream channels to accomadate subdivision roads.
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:
4b. If the Corps made the jurisdictional determination, what type ❑ Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: J H Carter and Associates
Name (if known): William Mullin Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
8 -14 -13
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

l
4`
6. Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes, explain
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts 1
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a. 2b 2c 2d. 2e 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non -404, other) (acres)
Temporary (T)
W1 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
❑ INT
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ PER
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
then complete this
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
3a. 3b. 3c.
❑ Yes
❑ Corps
W6 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
❑ Corps 4.5 53'
® INT
❑ DWQ
❑ PER
2h. Comments:
❑ INT
❑ DWQ
❑ PER
❑ Corps
3. Stream Impacts
❑ DWQ
❑ PER
❑ Corps
❑ INT
If there are perennial or intermittent stream impacts (including
temporary impacts)
proposed on the site,
then complete this
question for all stream sites impacted.
❑ PER
❑ Corps
❑ INT
❑ DWQ
3a. 3b. 3c.
3d.
3e
3f.
3g.
Stream impact Type of impact Stream name
Perennial
Type of jurisdiction
Average
Impacl
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T bottomless culvert UT Mud Creek
S2 ® P ❑ T bottomless culvert UT Mud Creek
S3 ❑P ❑T
S4 ❑P ❑T
S5 ❑P ❑T
S6 ❑P ❑T
3h. Total stream and tributary impacts
3i. Comments:
❑ PER
❑ Corps 4.5 53'
® INT
❑ DWQ
❑ PER
❑ Corps 4.5 36'
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
89'
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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.
5j. Size of pond watershed (acres):
4a. 4b. 4c.
4d. 4e
Open water Name of waterbody
5k. Method of construction:
impact number — (if applicable) Type of impact
Waterbody type Area of impact (acres)
Permanent (P) or
6. Buffer Impacts (for DWQ)
Temporary (T)
01 ❑P ❑T
If project will impact a protected riparian buffer, then complete
02 ❑P ❑T
If yes, then individually list all buffer impacts
03 ❑P ❑T
I
04 ❑P ❑T
6a.
4f. Total open water impacts
El Tar-Pamlico
4g. Comments:
Project is in which protected basin?
5. Pond or Lake Construction
❑ Randleman
If pond or lake construction proposed, then complete the chart below.
6b. 6c. 6d.
5a. 5b. 5c.
5d. 5e.
Wetland Impacts (acres)
Stream Impacts (feet) Upland
Pond ID Proposed use or purpose
(acres)
number of pond
Flooded Filled Excavated
Flooded Filled Excavated Flooded
P1
P2
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.
❑ Neuse
El Tar-Pamlico
®Other. Durham -
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b. 6c. 6d.
6e.
6f.
6g.
Buffer impact
number— Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or for Stream name
mitigation
(square feet)
(square feet)
Temporary (T) impact
required?
B1 ® P ❑ T road fill ut to muddy creek
® Nos
3847
2933
Yes
B2 ®P ❑ T road fill ut to muddy creek
® s
2660
1505
B3 ® P ❑ T rip rap ut to muddy creek
® Nos
86
284
6h. Total
buffer impacts
6593
4722
6i. Comments:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Roads were set at the minimal width possible to meet raodway requirements and crossings were established at the narrowest
location possible for each bottomless culvert crossing
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best management practices will be used, including silt fencing, dust abatement and general clean site practices
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank.
3b. Credits Purchased (attach receipt and letter)
3c Comments.
❑ Yes ® No
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type
Quantity
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: ❑ warm ❑ cool
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
❑cold
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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.
Page 8 of 11
PCN Form — Version 1 3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: the site plan and road layout were approved by the City of Durham prior ❑ Yes ® No
to diffues flow buffer rules being enacted, the plan is till vaild.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 42.3%
2b. Does this project require a Stormwater Management Plan? ® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why*
2d. -If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater plan proposes two dry detention ponds to retain 2yr, 10yr and 25 yr storm to pre - development quantities.
This meets the City of Durham Stormwater ordinance that was in effect at the time of site plan approval
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a In which local government's jurisdiction is this project? City of Durham
® Phase II
3b. Which of the following locally - implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ 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 E] 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 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

R11.- . _.
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ® No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ 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
letter.) ❑ Yes ❑ No
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 ® 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 ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
municipal sewer
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Yes ® No
❑ Yes ® No
❑ Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
on site investigation and data base search by JCA Biologists
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
on site investigation and data base search by JCA Biologists
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 ® 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?
SHPO data base search.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
8b If yes, explain how project meets FEMA requirements-
8c. What source(s) did you use to make the floodplain determination? FE
William Mullin
Applicant/Agent's Printed Name
❑ Yes ® No
FIRM mapp/ /Jg
A / 1
9 -3 -15
AppYc9r�t'9gvd_nt's Signatufe I Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided )
Page 11 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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PERIMETER ALUMINUM RE
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L
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PIN. 0817- 01 -16- 6744
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4) GROUT SHOULD BE NON-METALLIC. NON-SHRINK MATERIAL.
5) GROUT AND SHIMMING MATERIAL SHOULD NOT CONTAIN ANY
�w ,Q
CORROSION-PROMOTING AGENTS.
r nds.tan�s:c
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p PROPOSED BOA � ..'I �� s�G CO PROPOSED WATER METER Ja75 X
D PROPOSED SS CLEANOUT a PROPOSED TREE REPLACEMENT 7 / / 5 , - Z
11j PROPOSED FES I s ,I ! _ ,k 171 West Main Street
8 PROPOSED STORM STRUCTURE O EXISTING STREAM BUFFER - /III c. Durham, N.C. 27701
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AREA 9 -S - STORMWATE� SEE SAIL I CD -3.2 TO TO ED) j
TREE SAVE AREA LIMIT$ OF CONCRETE RETAINING WALL HEADWALL EASEMENT / ARMOR EXISTING SEWER
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i11CD -3.1 s0 D 40 B0 120
x"" " "a f,'"" ALL CURB INLETS TO BE RE: 8 /CD -8.0
Scale 1" = 40' UNLESS OTHERWISE INDICATED ON PLANS
PrOje°t:
GALWAY
GLENN
214 MORREENE RD.
DURHAM, NORTH CAROLINA
IMMI
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CONSTRUCTION DRAWNGS
Sheet TIN,:
SOUTH
GRADING
PLAN
Sheet Numbs
CD -3.1
DURHAM FILE NO. 01

I -
ICI _. -- J�'t.�'.- .J` ✓`r'
v- T�
LEGEND 9
r(rii- EX. FIRE HYDRANT I1r I Oro $ OT
0 EX. GAS METER 7-
0 Ex. POWER POLE - L�
®EX. SIGN I 1
E% SANITARY SEWER MANHOLE
® Ex. STORM MANHOLE
E% TELEPHONE PEDESTAL I _ 39101 i,
I nEjl YI PNO n10
Da Ex. WATER VALVE ref' 11.1 v-
® EX. WATER METER 1Y UK wwA[ INV DU' 981 Ij--'
Q EX. WATER MANHOLE I II!
® EX. YARD INLET
QJ PROPOSED FDC
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p PROPOSED BOA I P•°]ns�
® PROPOSED WATER METER I 1
0 PROPOSED SS CLEANOUT I `7 FAOxs I P -JW3
D=3 PROPOSED FES
8 PROPOSED STORM STRUCTURE
OU EX. ELECTRICAL LINE I P-
5 EX. UNDERGROUND STORM SEWER LINE
SS EX. UNDERGROUND SANITARY SEWER LINE 393. / V
^/- W EX. UNDERGROUND WATER UNE i I a,
EX. TREFLME I I
EIP EXISTING IRON PIPE I /\
SIP SET IRON PIPE 1
D.B. GEED BOOK
P.B. PLAT BOOK
T.M. TAX MAP -
PIN PARCEL IDENTIFICATION NUMBER
PROPOSED TREESAVE ----
l" I RE3 /0-11.2
a PROPOSED TREE REPLACEMENT
0 EXISTING STREAM BUFFER
--'- NV ^ P4,79
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SEE SHEET CD -8.3
SEGMENTAL
TIETNNMG WALL
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ALL CURB INLETS TO BE RE: 8 /CD -8.0
UNLESS OTHERWISE INDICATED ON PLANS
i. IMITATE CONSTRUCTION SO FO
WXE R EROSION CONROL PIN. 0872-07- 76 -6744 S I
2. ALL B4W5. SIEVES, A/O FILL SLOPES Shill BE NO STEEPER THAI 2.5.1 MAXIMUM CUT SLOPES SMALL BE NO : 3
STEEPER THAN 2 :1. L
J ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEOUATI TO PREVENT STANOING WATER OR WEI LAWN AREAS,
AND TO ENSURE THAT ALL STORMERTER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE
4. CURB SPOT EIEYATRNS ARE TO TOP OF CURB UNLESS 07WRWSE NOTED.
5. ALL SIDEWALKS SHALL BC CONSTRUCTED WITH A MAXIMUM I.B! CROSS SLOPE IN THE DIRECTION SHOW ON THE Q
PLAN. A
6. EXISTING TOPOORAPEIL' MFORAMALiN TAKEN FRGM A TOH71.F^ 4PEIC SURVEY PREPARED TRIANGLE SURWKWS WTED O
3- 2r -10% w
.� 174 7, Alt NEW GRADING. SHALL MEET EVS7NG VE40ES WITH SMOOTH TRANSITIONS. E �
B. lF ANY OF THE EXISTING STORM DRAIN SYSTEM THAT IS BEING TIED TO IS FOUND IN DISR£PAW OR DOES NOT C
CONVEY RUNOFF PER THE CITY AND /OR NCDOr STANDARDS. THE SYSTEM SMALL BE REPLACED PER THE LATEST CITY /� ✓�
OF DURHAM DESIGN OR NCDOT STANDARDS. (¢ 11 (�fl Il Olr(d11P
9. ALL DOWN SPOUTS ARE TO TIE INTO THE STORM DRAIN SYSTEM �`�Llllil ISLSU
10 SHOP DRAWINGS AND CALCULATIONS SEALED BY A NUPE FOR RETAINING WALLS ARE TO BE PROVIDED TO THE
/ ENGINEER PRIORI TO BEONM/NG CONSTURC710N
/
GE?VRAIL NOTES < s Thames.
I. ALL O3IENSONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE C10N7RAC70R PRIOR TO -L W
CONSTRUCTION CONTRACTOR SILL N07WY THE OWNER ✓F ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
/ CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES NO EXTRA COMPENSATION SMALL BE PAID TO /NE SUCH 711 West Main Street
C
CONTRACTOR FOR ANY WORM DONE DUE TV DIMENSIONS OR GRADES SHOWN INCORRECTLY ON TNESE PUNS T ?
NOTI'NCATION HAS NOT BEEN GIVER 1 a
1 ALL CONSTRUCTION SMALL BE IN ACCORDANCE NTH THE CITY OF OUREAM AND/OR NCDOT STANDARDS AND L o Durham, N.C. 27701
SPECIFICATIONS WHERE APPLICABLE. i ° p 919.682.0368
J. COY79ICTOR SALE NOTIFY NORTH CAROLINA ONE CALL' (1-800-6,12-4949) AT LEAST 48 HOURS PRIOR TO f 919.688.5646
.,. "+• BEGINNING CONSTRUCTION OR EXGVADON TO HAW EXISTING MOTES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL � y4 WWW,CJTpa.COm
UILHRES TINT PROVIDE THEIR OWN LOCATOR SERVICES 11,11111 EN OF 14RTH CAROUM ONE Gtt"
y;:•.♦••'/ .••..,' "� 4. PRIOR 70 BECWNNC CONSTRUCTION, THE GENERAL CONTRACTOR SHALE SCHEDULE AND ATTEND A PRECONSTRUCTION
'• _ CONFERENCE WTH THE CITY OF DURHAM INSPECTIONS DEPARTMENT (919) 690 -3766. AND A REPRESENTATIVE OF THE
OWNER.
' "� ' //� • 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIB/UTY OF THE
GENERAL C01"WYOR.
6. EXISTING UTILITIES AND STRUCTURES SHOWN. BOTH UNDERGROUND AND ABOVE GROUND. ARE BASED ON A FIELD
SUINEY AND 1 BEST AMA l RECORD 1RI1 THE CONTRACTOR SILL lklPlil' REDO CONDITIONS PRIOR TO
\ / - BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO 171E DIMMER'S REPR£SENTAT:YF
IMMEDIATELY
✓ 7 SW UNDER BGKDMGS PANED AREAS AND KIM SLOPES GREATER THAN 3:1 (H.V) SHALL BE APPROWa PLACED
/ AND COMPACTED AS RECOMMENDED BY THE GEOTECIM/CM. ENGINEER. THESE SOILS SHALL BE COMPACTED AS
/ SPECIFIED UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHWGA. ENGINEER.
B. ALL 84M1S SICVES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5:1 MAXIMUM CUT SLOPES SOUL BE ND
\ ... SWEEPER THOU 2:1.
J,. 9. ALL GRADING MUST PRODUCE SUWACE DRAINAGE AGEOW7E TO PREVENT STANDING MITER OR WET LAWN AREAS
MIDI 70 ENSIRRE THAT ALL STORM WATER FLOWS 70 INLETS OR OTHER PANTS OF DISCHARGE -
•� r��` ' \\ STORM DRMTNGf N07E5:
\Q \ \
'\ I ALL STORY DRAINAGE PIPES SHOWN ARE 71 BE CUSS N/ REINFORCED CONCRETE (RCP) (/NESS NOTED OTHERWISE. Ptgscl:
�!- \ 1. ALL OM DA SCE DRAINAGE CON AMIN THE SK 411 BE IN ACCORDANCE WITH THE CC D DURHAM STANUIROS.
ALL STORY OWNNIGF CONSTRUCTION WAIN THE PUBLIC RM.HT -OF -WHY SHALL BE /N ACCORDANCE WITH NCOOT
\ STANOWDS.
3. ALL CONCRETE USED TO CONSTRICT STORM DRAINAGE STRUCTURES SHALL MEET A MINIMUM JODO PS COMPRESSIVE GALWAY
SIRENCM.
4. ALL PIPE IN STORM DRAW STRUCTURES SALL BE STRUCK EVEN NTH INSIDE WALL-
S. ALL PPE ✓DINS SHALL BE AIDE *1771 PWrra%ED JOINT SEALER WHICH COWaWS TO AASHM SPECIFICATION GLENN
M -198 FOR TYPE B FLEXIBLE PL45M GISKEIS LAWLESS OTHERWISE A107157. 6 THE MTEROR SURFACES OF ALL STOIP,II DRAINAGE STRUCTURES SILL BE POINTED UP AND SMOOTHED TO AN
ACCEPTABLE STANDARD USMG MORTAR MIXED TO MANUFACTURERS SPECIFICATIONS
\ 7 ALL SACKRLL SHALL BE NON - PLASTIC IN NATURE. FREE FRLW Room VEGETATIVE MATTER. WASTE CONSTRUCTION
W7ERAL, OR OTHER OBJECIA7NA81£ WTERAL. SAID LATERAL SHALL BE CAPABLE OF BEING COMPACTED BY 214 MORREENE RD.
\ �,p
MECHANICAL MEANS AND SHALL. HAVE NO TENDENCY TO FLOW OR BEHAVE M A PLASTIC AWNER UNDER THE TAMPING DURHAM, NORTH CAROLINA
'✓� BLOWS OR PROOF ROLLING.
1wR1IIE1�D�DU � \\ � RADIOING NOTES
fA _ _ -. IMSTPMAN MPSTMAM INV9R INWWT PIPE PRNef
F PFWEEBNWM9 mm BACK OF CURB UPSSITRIM DOWK L04TH DIA SLOPE MATOUL GAS4TTW
0` \\ ,. .aL TO.B7A 3�.m Ne :�ifA :MU.3T 3311 38 0.74 RCP YES 19 RCP YES
� 03TOA2 3W.35 380.56 3m.43 74 W 38 O.TO RCP NO
'p \, - .04ro03 3M.Sl N. 38178 �.31 32 35 a72 RCP NO
a6TO04 397 m 3WT.SQ 38280 3s 134 30 Oro RCP No
3SS AD 3�m73w �Jo 3�RW IIS 2A 091 NGP 1No NO
C,: PIS 3W6 SO � Ib 4 iA M RCP �f 068 201.168TY
!/011 TO0 to � 301 90 2PP7 35 � 10 U 2. 4 1 a MCP TA PATCAY W IRCIA NO
g". tz m a l l W OD MY 500 Ji/ 70 357 A6 a to H 14 RCP No 1I4>pt
\ , \ �all WOO 1X1 -.-
ss� i NO
TS1-02dDi
du 1004 3WWS3
e
I�/ryIW��N\11y�T}/❑.
; �1111O Cf5
a5BroCIM 35650 Ne 3BI 55 20 1 00 YES
\ \ 012A M 012 302.50 Ne 156.70 38r W W 15 1.W RCP NO
a r \ f0A /IFV15 zm 3W m j127 30 1 W MCP YES 9 11
�� aWroals SW.TS 3W.97 3W a is 1W RGP NO
I NO
a29roda
aNro." 30..42 3092 30351 392W 17 1s 5.33 RCP I !O
1� 025 TO a 24 wDo 397.80 C$ OP 1 21 1s t.m RCP No
\ 020 TO a 25 WT.86 MIS SA AA.32 22 15 i.m RCP NO
S' SEGMENTAL 027TO025 397.95 pS{ F 1 ,.00 a) is 2.m RCP NO
*I R4TAINNG WALL I a20A TO ClM 308.m �.Bo - •T^tt/c /a1 •,Br ,aL1.z5 '11 is t.m rtcP NO TO p
d40 TO Cl 37 351.90 RR.W I 3Te 1f1 3T3.W 1220 to ' 01.01 RCP YES
NO
I CI 38 TO 37 1.51 �7tRW I �j7�� ® 3j0p a Is 1.35 [R(�CP
.5 ) amma1 1p SW1� 1515 \b 775.80- 9 1B i3m0 kC NO RELEASED OR CONSTRUCTION FWAIL DESIGN -NOT
1 0 ) _ _ \ a w3 TO.B 3'L 397.03 379.90 771.55 373.33 115 297 0.70 RCP NO
III "' •+ • .i \ d M M a 33 �. W ;+�9 Ap ,9 TA 44 1e 1 m ry� NO Job Number: 1541
a 3s ro a 397 3R.90 SA.4D - �E x579 21 1s tm IdY No
I I AOTO FE5972 37910 N. 37510 MID td 21 4.W R9 VES OU�.y�y p,H Pep
184410.843 3111.20 N. �3��76.m 1 375.30 I a I M I i.m "CIA
1 a45ro JBA4 3W W MN. (/150 31820 130 24 t.m MCP R.M.Em Do-16 Pwt:O�AI�.T�? -8
I 0 M TO FES 28 400 OD 398 W DO 70 10 13 RCP RD _ -
I a 30 TTIIO44d N I A0� 1(1 I .'1➢p Bl D W I 10 I 02 I is I 13 I RCP I NO
1 ii�111RI ... G1U11NAGR CHART
RIP RAP SONG SUMMARY
OUTLET Vim) APRON MATERIAL LENGTH - WIID]TH �'H CONSTRUCTION DRAWINGS
I FES 1 72 E -C O 9 Short Tine:
' FES 14 5 (X a 99 NORTH
I FES 27 8{07 5,{jI QA� -CID 9 45 22
FES FE536 e.U� � , U0.1M1- y/Cy:� 6 22 GRADING
1 FE542 8.07 S F ''/ �iiDpij�Q B)) 4;L jj5 PLAN
PONp 2 OUTLET 8.68 5 €FI1�07; `UNM) - CL � IS 15 11 22 Sheet Number
CD -3.0
4ICD -3.D
RIP RAP CHART DURHAM FILE NO. D06 -211

PIN: 0812-01- 16-6744 1
pp" _7 \\ V' 'j,
4 Ex. FIRE KyDRAw
G EX U ,tR
S ME' _OU— EX. ELECTRICAL LINE
0 EX. POWER POLE 5 — EX- UNDERGROUND STORM SEWER LINE
EX SIGN SS— EX. UNDERGROUND SANITARY SEWER LINE SRO
EX. SAW.RY SEWER MANHOLE
Ek STORM MMH EX. UNDERGROUND WATER LINE I
0
ED STA U TREELIKE EX TELEPHONE PEDESTAL ry 0
L
na EX. WATER VALVE Elp EXISTING IRON PIPE
EX WATER METER SIP SET IRON PIPE
�7 ;Bvn
EX: WATER MANHOLE D.B. EED BOOK
p" TAX MAP kV'P Jewefl
EX. YARD INLET T.M. PARCEL IDENTIFICATION NUMBER r ED PIV PIN Thames.
7 PROPOSED FDC
PROPOS
PROPOSED BOA PROPOSED TREESAVE
CEO PROPOSED PROPOSED WATER METER
ED SS CLEANOUT =PROPOSED TREE REPLACEMENT j 11 West main Street
PROPOSED STOR I
Durham, N.C. 27701
32 p 919.6112.0368
CM PRO If 919.688.61646
PROPOSE FES M STRUCTURE EXISTING STREAM BUFFER 648 1 1 1 z 3 i wtww.Cjtpa.Com
1.
AREA 7-S
TREE SAVE AREA 63
(0.91 AC.) St PPQ3IIM1
b
IF
(RIPA03ow" I
7
_7
F-r-T-177 F
- T_ J_ wi n _ I.
EASEMENT 5' WIDE ORAL IIAS
TO
E ME
1 j W� _A�_ + %
EG�NTALIREr4mw iK*',L LIMITS OF
oisrUR11A.E
4—
I - ��4
as
:5(
FLARIED E-TI S, 0. EGMENTAL
U, RETAINING WALL
GALWAY
DAY 6-M— PR—M r u Im
4 1,
I L
U)
- M7 'iR
SEE GLENN
�I
MM'
'--C6N
so
U44 A" rT- 214 WORREENE RD.
DURHAM. NORTH CAROUNA
ROPERTY 47 1 10 SE DA" EASEWNT 7'
3M 4 q arzzno \ "\ . e.� a OFF E OF PIPE
\ /'/ . WALL 1 1-3"4
51 •-j
AM.
�' l LL P_ e6 _ 524
tow) TLIJ
53 X, 5'r STRUOURE
yl— , :j :.
36" CM 39 INV. \.
TER
F
M N,
Co -C
37 Xj
Jim P"
PAM&
PAO
i 1 - - _ _ _ _ T `57__
@
0 6 -_ - - -- }
.8 x PAO�
4
? NTAL
RETAINING WALL SEAL
(Di
3M-7 1. 2j 314 a.
11�4 �1
30.5 M i-- J ULVER7 FOO; BEYO zs-' C1
x3_5 13ANKS. -NO CREEK DISTU
-OUR1140 ANIT&tATION
"WTED
OF CULVERT FOOTINGS, FOWL DESIGN -NOT
RIELEASED FOR CONSTRUCTION
AR;76' WIDE DRAINAGE EASEMENT I Job Numb- 1641
10-S
10' BUFFER SEGMENTAL HALT HEADER
--- ME S&VE-AMR RETAINING WAL RE: CO-82
(0.06 AC-) END WALL - INV. 369-75 AREA 12-5 50' STREAM SUFFER umlew axe
TREE PROTECTION FE DRY DETENTION POND (POND 1) TREE SAVE AREA EXISTING GRAVEL '.2
(TYP) RE: I/CD-&O POND Z
SEE SHEET: CD-3.2 1 OUTLET STRUCTURE -70-47 AC.) ROAD TO RE"N
IL- AREA 9-S STORUWAT SEE SET CD-3.2 ARMOR EXISrNG SEWER TIE TO ED
TREE SAVE AREA F CONCRETE RETAINING WA HEADWALL EASEMENT EASEMENT EASEMENT PER CITY OF
L'.
(0.27 AC.) DURHAM STANDARDS
RE: I I/CD-8.0
RIP RAP APRON
CLASS A RIPRAP
4x3'.12 THICK
CONSTRUCTION DRAWINGS
Sheet Tine
SOUTH
GRADING
WC1111-3.11 40 0 40 80 120 PLAN
6111tJIUMM PLAN - --- ­ I ALL CURB INLETS TO BE RE: 8/Co-8.0 3h-tV..b.,
SCAILM V' - ar Scale 1 40'
ALL OTHERWISE INDICATED ON PLANS CD-3.1
DURHAM FILE NO. 006 -211