HomeMy WebLinkAbout20160523 Ver 1_More Info Received_20160607ENVIRONMENTAL
SERVICES, INC
4901 TRADELEIGH, C 2 DRIVE O `, n
RALEIGH, NC, 27610 '1^
(919) 212-1760 • FAX (919) 212-1707 V
env ironmentalservicesmc corn �✓
June 2, 2016 D
JUN 0 7 2-016
NCDENR-Water Resources j
Attn: Karen Higginsau B FF R R UR ES
1617 Mail Service Center P MI IN
Raleigh, NC 27699-1617
Re: DWR-16-0523
McKenzie Ridge
On behalf of the applicant, I am enclosing the updated information to accompany the original
application that was submitted a couple weeks ago. The Army Corps has requested that the
applicant address the items that I have described below. Also included are those pages of the
PCN that have been revised along with an updated set of permit drawings.
1. The applicant has agreed to apply for all foreseen jurisdictional impacts under one
application. Although this is a phased project, they feel that they can provide a
reasonable estimate of the necessary impacts to accommodate the project's purpose and
need. These impacts are as follows: sewer outfall impacts (40 feet of temporary stream
impact); road crossing (120 feet of permanent stream impact and 0.03 acre of permanent
wetland impact). No impacts result from any lots.
2. The attached plans depict all known phases of McKenzie Ridge with each phase clearly
labeled and demarcated.
3. All jurisdictional features are shown on the existing site conditions plan, including the
wetland that was added pursuant to the USACE site review held on May 131h
4. Permanent impacts do not exceed any mitigation thresholds.
5. The pond located in high ground that is to be drained is 0.4 acre in size.
Please let me know if you have any questions or comments. Thank you for your assistance.
Sincerely,
Jeff Harbour, PWS
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
see attached for PINs/owners
1 b. Site coordinates (in decimal degrees).
Latitude. 35.708 Longitude- -78.9227
1 c. Property size.
84 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Beaver Creek
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
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.
Property contains a couple of single-family homes Remainder is undeveloped fields and forest Land use is rural residential
3b. List the total estimated acreage of all existing wetlands on the property, 0.5
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,600
3d. Explain the purpose of the proposed project -
Developer needs to install two municipal sewer lines and build two road crossings to serve the residential development
3e. Describe the overall project in detail, including the type of equipment to be used:
Temporary impacts to two small streams for the sewer line crossing, permanent impact to a stream and wetland Typical equipment will 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 priorphases) in thepast?
❑X Yes ❑ No ❑ Unknown
Comments: Site review conducted with USACE on 5/13/2016
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Jeff Harbour
Agency/Consultant Company: ESI
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Town of Apex buffer determination dated 8-11-2015
USACE final JD pending Corps approval Site review conducted on 5/13/2016
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?
❑X Yes ❑ No
6b. If yes, explain.
Impacts anticipated for all phases are included in this PCN
Page 3 of 10_ _
PCN Form — Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
❑x Wetlands ❑X Streams — tributaries ❑x Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Tem ora
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Culvert
Headwater Wetland
Yes
Corps
003
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:
003
2h. Comments:
Culvert to be installed to facilitate a road crossing
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1 T
Excavation
UT to Beaver Creek
INT
Corps
4
20
S2 T
Excavation
UT to Beaver Creek
PER
Corps
6
20
S3 P
Culvert
UT to Beaver Creek
PER
Corps
6
120
S4
Choose one
-
-
S5
Choose one
S6
Choose one
-
3h. Total stream and tributary impacts
160
3i. Comments:
40 linear feet of temporary impact from the installation of the two sewer line crossings Permanent impact of 120 linear feet
Page 4 of 10
PCN Form — Version 1.4 January 2009
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g Comments: A pond that was determined by USACE to have been built in high ground (non -404) will be drained and filled
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
51. 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 basing
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other.
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
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 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments: Town of Apex is handling the proposed buffer impacts that are under their jurisdiction
Page 5 of 10
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed Impacts in designing project.
Applicant is minimizing impacts as much as possible with the sewer Ime crossings. The stream crossing will be stabilized and restored according to
current regulations and criteria Road crossings will be built to the minimum size that can still safely accommodate the traffic
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All appropriate erosion and sediment control measures will be used during the construction phase These measures will be monitoried and maintained
for the duration of the construction period
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
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type- Choose one
Type: Choose one
Type- Choose one
Quantity
Quantity-
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
- acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009
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McKenzie Ridge
Site ID
Latitude
Longitude
Cowardin
Estimated amount
of aquatic resource
in review area
Class of aquatic resource
WA/WZ
35.7091
-78.9219
PFO
0.2 ac
Section 404 wetland
WD
35.7071
-78.9221
PFO
0.1 ac
Section 404 wetland
WF
35.7065
-78.9205
PFO
0.1 ac
Section 404 wetland
SA
35.7101
-78.9247
perennial
600 ft
Non Section 10 water
SB
35.7101
-78.9247
intermittent
680 ft
Non Section 10 water
SE
35.7074
-78.9221
intermittent
240 ft
Non Section 10 water
SF
35.7071
-78.9215
intermittent
1360 ft
Non Section 10 water
Pond to Remain
35.7085
-78.9239
PUB
0.2 ac
Non Section 10 water
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