HomeMy WebLinkAbout20170557 Ver 1_Revised 401 Application_20170605F_MW"WW "A
upplemental Information Upload Fon
Staff Review:
Updated ID#: 20170557
Updated Version: 1
Reviewers Email Address:
Stephanie.Goss@ncdenr.gov
Submitted Information:
Is this a public transportation
project?
f Yes
r No
What type of project is this?
r Existing Project
r Pre -Application Information
Project Name: Park Avenue Subdivision
County: Wake
Name: Dalton Cook
Who is subrritting the inforrretion?
Email Address: Dalton@spanglerenvironmental.com
Describe the An updated PCN Application
attachments: Revised Impact Maps
Stream Realignment Plan
Culvert Installation Drawing
Teal Lake Drive Plan Profile Drawings
Please upload all files that need to be submited.
Grigsby - PCN App. pdf
486.37KB
06-06-17 Revised Impact Maps.pdf
2.37MB
Exhibit'A' Stream Realignment Plan.pdf
210.55KB
Exhibit'D'- Culvert Installation Plan.pdf
933.22KB
Exhibit'E'- Teal Lake Drive Plan Profile.pdf
1.32MB
Only pdf files are accepted.
V By checking the box and signing box below, I certify that
Water Resources
ENVIRONMENTAL QUALITY
• I have given true, accurate, and complete information on this form;
• I agree that submission of this Supplemental Information form is a "transaction" subject to Chapter 66, Article 40 of the
NC General Statutes (the "Uniform Electronic Transactions Act)
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
I intend to electronically sign and submit the Supplemental Information form.
Signature:
Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 6/5/2017 4:46:38 PM (Supplemental Submital)
Approve by Montalvo, Sheri A 6/7/2017 2:20:52 PM (NON -DOT Project)
• The task was assigned to Montalvo, Sheri A 6/5/2017 4:46 PM
Page 1 of 10
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 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):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
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.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 2 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:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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:
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:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
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
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 No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
Page 4 of 10
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
2h. Comments:
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
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Page 5 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
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
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. 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
B2
B3
B4
B5
B6
6h. Total Buffer Impacts:
6i. Comments:
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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 No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
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:
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 7 of 10
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 10
PCN Form – Version 1.4 January 2009
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
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
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:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
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 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 10 of 10
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? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
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 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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
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:
8c. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Date
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C-4.1
818-15
GENERAL NOTES
1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS
DESIGN AND CONSTRUCTION STANDARDS.
2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE
CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES
(ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS
AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION
DRAWING APPROVAL.
3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING
APPROVAL PROCESS.
4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE
REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID
FOR THAT DATE
5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL
DEVELOPMENT.
6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
////////////////////////////
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1.CLEAR WITHIN THE DELINEATED LIMITS OF DISTURBANCE
ONLY ENOUGH TO INSTALL BOX CULVERTS.
2.INSTALL ASSOCIATED TEMPORARY EROSION CONTROL
MEASURES AS SHOWN ON PLAN. EROSION CONTROL
MEASURES SHALL BE MONITORED & MAINTAINED DURING
CONSTRUCTION AND AFTER EACH RAINFALL EVENT.
3.CONSTRUCT DIVERSION CHANNEL AROUND PROPOSED
CULVERT LOCATION USING DITCH SECTION AND
ALIGNMENT SHOWN ON PLANS. DIVERSION CHANNEL
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BARREL OF THE BOX CULVERT ASSEMBLY LOOKING
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PERMANENT STREAM CROSS SECTION ON THIS PLAN FOR
CONSTRUCTION. DO NOT REMOVE DIVERSION DIKES UNTIL
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SECTIONS.
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CROSSING.
SEE C-4.3 FOR
DETAILED SECTIONS
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STR
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51' P
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2
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STREET F
51' PUBLIC R-O-W 27' B-B
W W W W W W W W W W
W
W
RELOCATED 10' WIDE
GREENWAY WITH
20' WIDE GREENWAY
EASEMENT
FO
G
G
SS
SS
SS
S
S
F
O
F
O
F
O
F
O
WE
T
L
WE
T
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SS
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FO
FO
FO
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S
S
BMP 2
BMP 3SS
SS
10
0
.
0
'
50
.
0
'
50' NEUSE RIVER
RIPARIAN BUFFER
100' TOWN OF HOLLY
SPRINGS BASS LAKE
BUFFER
68
73
64
63
76
75
66
74
113
98
96
61
79
56
57
51
91
49
83
78
109
103
110
102
9
8
7
108
90
87
89
40
38
24
30
31
34
32
55
5347
45
46
48
52
14
13
25
22
19
71 701243
50
106
86
21
69
67
65
77
114
97
94
95
99
72
60
59
80
58
93
82
92
84
43
81
112
62
6
5
111
101
100
104
107
29
42
88
41
28
26
27
33
85
39
105
54
44
37
36
35
15
16
20
23
11 12
18
10
17
20.
0
'
30.
0
'
30' ZONE 1 NRB
TO REMAIN COMPLETELY
UNDISTURBED (TYP)
20' ZONE 2 NRB
20.0'
30.0'
30' ZONE 1 NRB
TO REMAIN COMPLETELY
UNDISTURBED (TYP)
20' ZONE 2 NRB
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
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W
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W
W
W
W
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W
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W
W
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W
W
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W
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W
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W
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O
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O
O
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O
O
O
O
O
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O
O
O
O
O
O
O
O
O
O
O
S
S
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
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X
X
X
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X
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X
X
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X
X
X
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X
X
X
X
X
X
X
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WWWW
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A
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S
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TW=409
BW=390
TW=400
BW=393
TW=403
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TW=405
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TW=406
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TW=4398
BW=389
TW=392
BW=389
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BW=381
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TW=398
BW=381
TW=392
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3
7
6
W
W
W
W
W
W
W
W
W
W
TW=383
TW=383
TW=382
390
382
30' GREENWAY /
U
T
I
L
I
T
Y
EASEMENT BM 2
0
0
8
P
G
1
6
6
8
20' GR
E
E
N
W
A
Y
E
A
S
E
M
E
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T
BM 201
4
P
G
8
2
1
BOUNDARY FROM
BM 1998 PG 1484
POSSIBLE
GAP / NO
EASEMENT
15
'
G
R
E
E
N
W
A
Y
E
A
S
E
M
E
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T
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7
7
7
8
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G
2
5
7
POSSIBLE GAP
IN EASEMENT
BM 2014 PG 821
APPROXIMATE
LOCATION
EXISTING
BOARDWALK
S
S
S
S
S
S
S
S
S
385
FP
FP
FP
FP
FP
FP
F
P
F
P
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
F
P
F
P
F
P
BUFFER IMPACT LOCATION 2
PA
R
K
A
V
E
N
U
E
S
U
B
D
I
V
I
S
I
O
N
1.
PE
R
1
s
t
C
D
R
E
V
I
E
W
C
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M
M
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N
T
S
01
-
2
3
-
2
0
1
7
2.
PE
R
2
n
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
03
-
0
6
-
2
0
1
7
3.
RE
V
C
U
L
V
E
R
T
P
E
R
F
L
O
O
D
S
T
U
D
Y
03
-
2
3
-
2
0
1
7
4.
PE
R
3
r
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
04
-
1
0
-
2
0
1
7
5.
EIP-1.0
818-15
GENERAL NOTES
1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS
DESIGN AND CONSTRUCTION STANDARDS.
2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE
CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES
(ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS
AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION
DRAWING APPROVAL.
3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING
APPROVAL PROCESS.
4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE
REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID
FOR THAT DATE
5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL
DEVELOPMENT.
6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
6*+5&4#9+0)+56*'2412'46;1(
CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV
RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV
VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ
5RCWNFKPI 0QTTKU2#WRQPTGSWGUV
5RCWNFKPI 0QTTKU2#
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
100
IMPACT TOTALS NEW PROPOSED ACCUMULATED AREA
PERMANENT WETLAND IMPACT 9,773 SF (0.2244 ACRES)
PERMANENT STREAM IMPACT 2,108 SF (0.0484 ACRES)
LF OF PERMANENT STREAM IMPACT 216 LF
LF OF PROPOSED STREAM 93 LF (PLUS 71' IN CULVERT)
PERMANENT BUFFER IMPACT 6,410 SF (0.1472 ACRES)
TEMPORARY BUFFER IMPACT 9,433 SF (0.2166 ACRES)
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
RELOCATED 10' WIDE
GREENWAY WITH
20' WIDE GREENWAY
EASEMENT
WE
T
L
WE
T
L
WE
T
L
FO
FO
BMP 3
SS
S
SSS
SS
SS
SS
SS
SS
S W
W
W
W
W
W
W
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
X
3
7
6
TW=383
TW=383
TW=382
FP
FP
FP
F
P
F
P
F
P
F
P
PERMANENT WETLAND IMPACT AREA
ACCUMULATED AREA: 9,773 SF (0.2244 ACRES)
PA
R
K
A
V
E
N
U
E
S
U
B
D
I
V
I
S
I
O
N
1.
PE
R
1
s
t
C
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01
-
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3
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2
0
1
7
2.
PE
R
2
n
d
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I
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W
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M
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S
03
-
0
6
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2
0
1
7
3.
RE
V
C
U
L
V
E
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P
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F
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T
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Y
03
-
2
3
-
2
0
1
7
4.
PE
R
3
r
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
04
-
1
0
-
2
0
1
7
5.
EIP-1.1
818-15
GENERAL NOTES
1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS
DESIGN AND CONSTRUCTION STANDARDS.
2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE
CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES
(ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS
AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION
DRAWING APPROVAL.
3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING
APPROVAL PROCESS.
4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE
REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID
FOR THAT DATE
5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL
DEVELOPMENT.
6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
6*+5&4#9+0)+56*'2412'46;1(
CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV
RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV
VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ
5RCWNFKPI 0QTTKU2#WRQPTGSWGUV
5RCWNFKPI 0QTTKU2#
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
S
S
S
S
S
S
S
S
S
S
S
S
S
S
RELOCATED 10' WIDE
GREENWAY WITH
20' WIDE GREENWAY
EASEMENT
WE
T
L
WE
T
L
WE
T
L
FO
FO
SS
S
S
SSS
SS
SS
SS
SS
SS
SS
S W
W
W
W
W
W
W
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
X
3
7
6
TW=383
TW=383
TW=382
FP
FP
FP
FP FP
F
P
F
P
F
P
F
P
PERMANENT STREAM IMPACT AREA
ACCUMULATED AREA: 2,108 SF (0.0484 ACRES)
LS OF STREAM IMPACT: 216 LF
PROPOSED
STREAM 56'
STREAM IN
CULVERT 71'
PA
R
K
A
V
E
N
U
E
S
U
B
D
I
V
I
S
I
O
N
1.
PE
R
1
s
t
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
01
-
2
3
-
2
0
1
7
2.
PE
R
2
n
d
C
D
R
E
V
I
E
W
C
O
M
M
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N
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S
03
-
0
6
-
2
0
1
7
3.
RE
V
C
U
L
V
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R
T
P
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F
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D
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T
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Y
03
-
2
3
-
2
0
1
7
4.
PE
R
3
r
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
04
-
1
0
-
2
0
1
7
5.
EIP-1.2
818-15
GENERAL NOTES
1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS
DESIGN AND CONSTRUCTION STANDARDS.
2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE
CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES
(ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS
AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION
DRAWING APPROVAL.
3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING
APPROVAL PROCESS.
4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE
REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID
FOR THAT DATE
5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL
DEVELOPMENT.
6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
6*+5&4#9+0)+56*'2412'46;1(
CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV
RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV
VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ
5RCWNFKPI 0QTTKU2#WRQPTGSWGUV
5RCWNFKPI 0QTTKU2#
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
RELOCATED 10' WIDE
GREENWAY WITH
20' WIDE GREENWAY
EASEMENT
WE
T
L
WE
T
L
WE
T
L
FO
FO
FO
BMP 3
SS
S
SS
SS
SS
SS
SS
S W
W
W
W
W
W
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
X
3
7
6
TW=383
TW=383
TW=382
FP
FP
FP
F
P
F
P
F
P
F
P
TEMPORARY BUFFER IMPACT AREA:
1,658 SF (0.0381 ACRES)
W
W
W
W
W
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
STR
E
E
T
E
51'
P
U
B
L
I
C
R
-
O
-
W
2
7
'
B
-
B
31
34
32
33 39
37
36
35
20.0'
30.0'
30' ZONE 1 NRB
TO REMAIN COMPLETELY
UNDISTURBED (TYP)
20' ZONE 2 NRB
X
X
X
X
X
X
X
X
X
X
X
X
TW=400
BW=393
FP
TEMPORARY BUFFER IMPACT AREA:
3,732 SF (0.0857 ACRES)
TEMPORARY BUFFER IMPACT AREA:
1,304 SF (0.0299 ACRES)
PA
R
K
A
V
E
N
U
E
S
U
B
D
I
V
I
S
I
O
N
1.
PE
R
1
s
t
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
01
-
2
3
-
2
0
1
7
2.
PE
R
2
n
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
03
-
0
6
-
2
0
1
7
3.
RE
V
C
U
L
V
E
R
T
P
E
R
F
L
O
O
D
S
T
U
D
Y
03
-
2
3
-
2
0
1
7
4.
PE
R
3
r
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
04
-
1
0
-
2
0
1
7
5.
EIP-1.3
818-15
GENERAL NOTES
1.) ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS
DESIGN AND CONSTRUCTION STANDARDS.
2.) CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE
CONSTRECTION ON THIS PROJECT MAY BEGIN. ALSO, DEVELOPMENT FEES
(ACREAGE, FEE-IN-LIEU OF ASSESMENT, AND INSPECTION FEES AND OTHERS
AS REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION
DRAWING APPROVAL.
3.) PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING
APPROVAL PROCESS.
4.) FEE-IN-LIEU OF LAND DEDICATION FOR PARK AND RECREATION WILL BE
REQUIRED AT TIME OF LOT RECORDATION USING THE PER UNIT FEE VALID
FOR THAT DATE
5.) NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL
DEVELOPMENT.
6.) NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
6*+5&4#9+0)+56*'2412'46;1(
CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV
RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV
VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ
5RCWNFKPI 0QTTKU2#WRQPTGSWGUV
5RCWNFKPI 0QTTKU2#
FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
PA
R
K
A
V
E
N
U
E
S
U
B
D
I
V
I
S
I
O
N
1.
PE
R
1
s
t
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
01
-
2
3
-
2
0
1
7
2.
PE
R
2
n
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
03
-
0
6
-
2
0
1
7
3.
RE
V
C
U
L
V
E
R
T
P
E
R
F
L
O
O
D
S
T
U
D
Y
03
-
2
3
-
2
0
1
7
4.
PE
R
3
r
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
04
-
1
0
-
2
0
1
7
5.
6*+5&4#9+0)+56*'2412'46;1(
CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV
RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV
VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ
5RCWNFKPI 0QTTKU2#WRQPTGSWGUV
5RCWNFKPI 0QTTKU2#
FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
SCALE
VERTICAL: 1"=5'
HORIZONTAL: 1"=50'
TEAL LAKE DRIVE PLAN VIEW
C-5.10
818-15
UTILITY NOTES
1.ALL UTILITIES TO BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN
OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS.
2.ALL NEW UTILITY LINES SHALL BE UNDERGROUND.
3.ALL SANITARY SEWER LINES SHALL BE 8" SDR-35 PVC UNLESS
OTHERWISE NOTED.
4.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS
SLOPE OF 6:1.
5.SEWERS OVER 20 FEET DEEP SHALL REQUIRE DUCTILE IRON FOR THE
ENTIRE RUN BETWEEN MANHOLES AND SHALL BE 401 PROTECTANT
LINED.
6.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL
BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF
THE TOHS STANDARDS.
7.ALL POTABLE WATER MAINS SHALL BE DIP.
8.WATER SYSTEM ANALYSIS NOT APPROVED.
9.LOCATION OF STREET TREES AND STREET LIGHTING WILL BE
FIELD-COORDINATED BY THE DEVELOPER TO ELIMINATE CONFLICTS.
10.WATER MAIN TO BE DEFLECTED, VERTICAL BENDS ARE NOT ALLOWED.
11.TRESS SHOWN ON THE OVERHEAD POWER EASEMENT ARE ALLOWED
AS SHOWN (LANDSCAPE PRELIMINARY PLAN)
TEAL LAKE DRIVE PROFILE VIEW
CONNECT
TO EXISTING
SIDEWALK
CONNECT
TO EXISTING
SIDEWALK
RAISE
EXISTING
MANHOLE
0+00
370
375
380
385
370
375
380
385
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
0+20
370
375
380
385
370
375
380
385
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
0+40
370
375
380
385
370
375
380
385
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
0+60
370
375
380
385
370
375
380
385
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
0+85.53
365
370
375
380
385
365
370
375
380
385
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
1+20
370
375
380
385
390
370
375
380
385
390
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
1+58.41
370
375
380
385
390
370
375
380
385
390
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
1+80
370
375
380
385
390
370
375
380
385
390
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
2+00
365
370
375
380
365
370
375
380
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
2+20
365
370
375
380
365
370
375
380
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
2+28.95
365
370
375
380
365
370
375
380
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
EXISTING
GROUND
PROPOSED
CHANNEL
(CULVERT
ENTRANCE)
EXISTING
GROUND
PROPOSED
CHANNEL
(CULVERT
EXIT)
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND EXISTING
GROUND
EXISTING
GROUNDEXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND PROPOSED
CHANNEL PROPOSED
CHANNEL
PROPOSED
CHANNEL
PROPOSED
CHANNEL
EXISTING
GROUND
PROPOSED
CHANNEL
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
CHANNEL
WI
N
G
W
A
L
L
WI
N
G
W
A
L
L
WI
N
G
W
A
L
L
W
I
N
G
W
A
L
L
PROPOSED
CHANNEL
(IN
CULVERT)
WI
N
G
W
A
L
L
W
I
N
G
W
A
L
L
W
I
N
G
W
A
L
L
365
370
375
380
385
-1+00 -0+50 0+00
37
5
.
5
37
5
.
4
6
0+50
37
6
.
8
37
6
.
8
0
1+00
37
5
.
8
37
5
.
8
3
1+50
37
4
.
4
37
4
.
4
4
2+00
37
1
.
6
37
1
.
5
7
2+50
-1.70%
-1.10%
-2.39%
-2.21%
WE
T
L
WE
T
L
WE
T
L
S
SSS
SS
SS
SS
SS
SS
S
3
7
6
0+0
0
1+00 2+00 2+29.23
PA
R
K
A
V
E
N
U
E
S
U
B
D
I
V
I
S
I
O
N
1.
PE
R
1
s
t
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
01
-
2
3
-
2
0
1
7
2.
PE
R
2
n
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
S
03
-
0
6
-
2
0
1
7
3.
RE
V
C
U
L
V
E
R
T
P
E
R
F
L
O
O
D
S
T
U
D
Y
03
-
2
3
-
2
0
1
7
4.
PE
R
3
r
d
C
D
R
E
V
I
E
W
C
O
M
M
E
N
T
04
-
1
0
-
2
0
1
7
5.
C-4.3
818-15
SECTION SCALE
VERTICAL: 1"=6'
HORIZONTAL: 1"=30'
PROFILE SCALE
VERTICAL: 1"=5'
HORIZONTAL: 1"=50'
PROPOSED CREEK ALIGNMENT
CREEK PROFILE