20200276 Ver 1_More Information Received_20200325

SYnF.
Staff Review
Does this application have all the attachments needed to accept it into the review process?
(-- Yes C No
ID#* Version*
20200276
Is this project a public transportation project?* C Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Does this project require a request for payment to be sent?*
C
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r
New Project
r
New Project w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Sarah Menser
Vft is subaitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
201900640 1
20170001(no dashes)
Project Name: Overlook Subdivision
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Wake
Please upload all files that need to be submited.

Oickthe upload button or drag and drop files here to attach document
WET MAP PACKET 1582-1.pdf 1.61MB
Overlook Impact Maps-2020.03.24.pdf 1.98MB
RPT 1582-1 HENDERSON.pdf 10.55MB
Only pdt or Iv17 files are accepted.
Describe the attachments:
Overlook Impact Maps 2020.03.24 contain the revised impact maps.
WET MAP Packet contains the individual wetland sketch maps for the entire subdivision.
RPT 1582-1 Henderson is the original delineation for Phase 3. Phase 4 contains the features shown on the
Phase 1-3 delineations. Details for the Phase 4 delineation are found in the WET MAP Packet.
Sign and Submit
W By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o 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');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in automatically.

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WETLAND DELINEATION MAP 4
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NRB NRB
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B
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N
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NRB
IMPACT LOCATION 1
NUESE RIPARIAN
BUFFER (TYP)
STREAM TOP OF BANK
© 2019 Microsoft Corporation © 2019 HERE
PROPERTY INFO
PROPERTY DEVELOPER:MARQUIS HOMES & COMPANY
8368 SIX FORKS ROAD
RALEIGH, NC 27615
PIN:0891-02-5319 & 0891-12-2200
SITE ACREAGE:30.11 AC / 1,311,507 SF
IMPACT JUSTIFICATION STATEMENT
THE PURPOSE OF THIS PROPOSED BUFFER AND STREAM IMPACT IS TO INSTALL INFRASTRUCTURE NECESSARY TO SUPPORT THE CONSTRUCTION
OF A NEW RESIDENTIAL SUBDIVISION IN WAKE COUNTY. DUE TO THE LOCATION OF THE EXISTING STREAM AND THE REMOTE LOCATION OF THIS
PORTION OF THE DEVELOPMENT, IMPACT AVOIDANCE CANNOT BE ACHIEVED BUT WILL BE MINIMIZED TO THE MOST PRACTICAL EXTENT POSSIBLE.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY, NCDEQ AND USACOE APPLICABLE STANDARDS AND SPECIFICATIONS.
1 inch = 1000 ft.
1000
GRAPHIC SCALE
0 500 1000 2000
S
N
W E
PHASE 1 & 2
PHASE 3
No.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.EXHIBIT #Engineers [ /lanners [ STrveyors115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.comWithersRavenel1181040.302/10/2020AS NOTEDWAKE COUNTYNORTH CAROLINAMPMPDW11st Review Revision3/25/20MPTHE OVERLOOK ATMOUNT VERNON - PH. 3EXHIBITENVIRONMENTAL IMPACTPROJECT LOCATION MAPPHASE 1 & 2
PHASE 3
SING ALO
N
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Y

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1 inch = 10 ft.
10
GRAPHIC SCALE
0 5 10 20
350
3
5
0
35
5
355
3
6
0
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
34
0
340
345
34
5
350
35
0
355
355
360
365
370
52 LF 54" RCP @ 1.54%
SILT FENCE (TYP)
SILT FENCE (TYP)
SEDIMENT FILTER BAG
PUMP AROUND PUMP DOWNSTREAM
IMPERVIOUS DAM
UPSTREAM
IMPERVIOUS DAM
DEWATERING PUMP
SILT FENCE (TYP)
LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION
SFSFSFSFSFSFSFSFSFSFNRBNRB NRB
NR
B
NRB
NRBNR
B
NR
B
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NR
B NRB
NRB
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NR
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WETLANDS
50' NEUSE
RIPARIAN BUFFER
STR
E
A
M

T
O
P

O
F

B
A
N
K
30'
ZONE 1
20'
ZONE 2
50' NEUSE
RIPARIAN BUFFER
30'
ZONE 1
20'
ZONE 2
LAWRENCE & ELAINE PISCHKE
PIN # 0891-01-2589
SINGLE FAMILY RESIDENCE
BO
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N
D
A
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Y

/
STREAM TOP
OF BANKSING ALONG COURT20' RIBBON PAVEMENT50' PRIVATE STREET EASEMENTSTORM 1
335
340
345
350
355
335
340
345
350
355
9+50 10+00 10+50 11+00
CULVERT PROFILE
SCALE H: 1"=50'
V: 1"=5'
FINISHED
GRADE
EXIST.
GROUNDVELOCITY
DISSIPATER
PAD
100 YR WSEL
10 YR WSEL
BURY PIPE 12" BELOW
STREAM BED
51.99 LF
54" RCP
@ 1.54%CONCRETE ENDWALLSTA: 10+00.00INV: 336.86CONCRETE ENDWALLSTA: 10+51.99INV: 337.66PRELIMINARY
NOT FOR RECORDING OR CONSTRUCTION
No.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.EXHIBIT #Engineers [ /lanners [ STrveyors115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.comWithersRavenel2181040.302/10/2020AS NOTEDWAKE COUNTYNORTH CAROLINAMPMPDW11st Review Revisions3/24/20MPTHE OVERLOOK ATMOUNT VERNON - PH. 3EXHIBITENVIRONMENTAL IMPACTIMPACT LOCATION 1GENERAL NOTE:
IF CONSTRUCTION CANNOT BE COMPLETED
WITHIN 3 WORKING DAYS, BYPASS PUMP METHOD
SHALL BE INSTALLED AS SHOWN. SEE EXHIBIT 3.
0 1000550
PROFILE VIEW
GRAPHIC SCALE
1" = 50' HORZ.
1" = 5' VERT.
PLAN VIEW
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100
IMPACT 1 - CULVERT
PERMANENT NEUSE RIPARIAN BUFFER ZONE 1: 4,139 SF
IMPACT 2 -STREAM
PERMANENT NEUSE RIPARIAN BUFFER ZONE 2: 2,717 SF
PERMANENT NEUSE RIPARIAN BUFFER TOTAL: 6,856 SF
TOTAL PERMANENT STREAM IMPACT: 83 LF, 590 SF
TOTAL PERMANENT STREAM IMPACT (NO FUNCTIONAL LOSS): 32 LF, 442 SF
TOTAL TEMPORARY STREAM IMPACT: 64 LF, 766 SF
PROPOSED EARTH BERM, TYP
CLASS "I" RIP-RAP
TEMPORARY CONSTRUCTION STREAM CROSSING
PROPOSED EARTH BERM, TYP
SEDIMENT BAG
CLASS "I" RIP-RAP
POLYETHYLENE FABRIC ON
FACE (8 MIL THICK)
PROPOSED EARTH BERM (TYP)
TOP OF BANK
POLYETHYLENE FABRIC
ON FACE (8 MIL THICK)TEMPORARY STONE DAM
EX STREAM BOTTOM
12' MIN
CONSTRUCTION EASEMENT (SEE NOTE 4)
12' MIN
NOTES:
1.EROSION STONE TO BE "CLASS I"
RIP-RAP UNLESS DESIGNATED
DIFFERENTLY ON CONSTRUCTION PLAN.
2.PUMP AND LINE SIZE TO BE DETERMINED
BY THE CONTRACTOR.
3.WIDTH OF CONSTRUCTION EASEMENT
SHALL BE MINIMIZED BASED UPON FIELD
CONDITIONS. ANY DISTRUBANCE(S)
EXCEEDING WHAT IS SHOWN ON PLANS
MAY REQUIRE ADDITIONAL WATER
QUALITY PERMITTING.
CONSTRUCTION SEQUENCE
1.INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING
AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA.
BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN
THE STREAM.
2.INSTALL UPSTREAM DAM AND DOWNSTREAM DAM WITH
POLYETHYLENE FACING.
3.INSTALL EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF
STREAM IN THE CONSTRUCTION AREA.
4.INSTALL SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER
CONSTRUCTION AREA BETWEEN STONE DAM USING THE FILTER
BAG.
5.INSTALL THE NEW CULVERT AND CROSSING
6.UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS,
POLYETHYLENE, AND TEMPORARY CMP, DEPRESS TEMPORARY
DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL
WITH STREAM BOTTOM.
7.REMOVE TEMPORARY EARTH BERM AND SEDIMENT BAGS AND
STABILIZE AREAS AS INDICATED ON DRAWINGS.
MAINTENANCE NOTES:
1.INSPECT WEEKLY AND AFTER
EACH RAINFALL EVENT THAT
PRODUCES 1
2 INCH OR MORE OF
RAIN.
2.REMOVE SEDIMENT AND WOODY
DEBRIS PROMPTLY.
3.REMOVE COLLECTED SEDIMENT
FROM STONE/RIPRAP AREAS AS
NECESSARY. TOPDRESS WITH 2",
WASHED STONE AS NECESSARY.
FROM PUMP
FLOW ÞFLOW Þ
TO PUMP
PLAN
SECTION A-A
STREAM FLOW Þ
A A
5' MIN
STREAM FLOW Þ
FLOW Þ
TEMPORARY STREAM CROSSING BYPASS
NOT TO SCALE
PUMP
PROJECT
AREA
NOTES:
1.CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER BAG WHEN
PUMPING.
2.THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER VENDOR
SPECIFICATIONS.
3.TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN-IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A
MINIMUM FOUR-INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS
SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO
PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE.
4.THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY
SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
5.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS ACCUMULATED OR IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
6.CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS.
MAINTENANCE NOTES:
1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING 1
2 INCH OR MORE OF RAIN. ANY DAMAGE TO THE
SEDIMENT FILTER BAG SHALL BE REPAIRED IMMEDIATELY.
2.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
3.MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID WATER BEING DISCHARGED. IF ANY TURBID
WATER IS BEING DISCHARGED FROM THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY
BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT CAPACITY AND REPLACE IMMEDIATELY.
SEDIMENT FILTER BAG
NOT TO SCALE
TOP VIEW
24" MIN
SEWN-IN CONNECTION SLEEVE
FOR PUMP DISCHARGE HOSE
SILT FENCE
COVER #57 STONE PAD
WITH GEOTEXTILE FABRIC
#57 STONE
POLYETHYLENE
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SEDIMENT FILTER BAG
VARIES WITH
GROUND LINE SLOPE
OPTIONAL LIFTING
STRAPS
24" MIN
6" MIN
VARIES WITH
GROUND SLOPE
VARIABLE
(10' MIN.)
SIDE VIEW
SILT FENCE
USE #57 STONE TO
LEVEL BAG FROM
NATURAL GROUND LINE
GEOTEXTILE FABRIC
SILT FENCE
EXISTING GROUND LINE
POLYETHYLENE SHEETING
SEDIMENT
FILTER BAG6" MIN
24" MIN
VARIES
10' MIN
No.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.EXHIBIT #Engineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.comWithersRavenel3181040.302/10/2020AS NOTEDWAKE COUNTYNORTH CAROLINAMPMPDWTHE OVERLOOK ATMOUNT VERNON - PH. 3EXHIBITBYPASS PUMPING DETAILSPUMP AROUND PUMP
DEWATERING PUMP
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EXISTING EDGE OF LAKE
NEUSE RIPARIAN BUFFER
20' ZONE 2NRBNRB
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WETLANDS (TYP)
WETLANDS (TYP)
NEUSE RIPARIAN BUFFER
20' ZONE 2
NEUSE RIPARIAN BUFFER
30' ZONE 1
NEUSE RIPARIAN BUFFER
20' ZONE 2NRBNRBNRB
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NEUSE RIPARIAN BUFFER
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NEUSE RIPARIAN BUFFER
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STREAM
LIMIT OF
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LIMIT OF
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LIMIT OF
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SCM-3
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IMPACT LOCATION 1
No.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.EXHIBIT #Engineers [ /lanners [ STrveyors115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.comWithersRavenel4181040.303/24/2020AS NOTEDWAKE COUNTYNORTH CAROLINAMPMPDWTHE OVERLOOK ATMOUNT VERNON - PH. 3EXHIBITOVERALL PROJECTGRAPHIC SCALE
1 inch = 300 ft.
300 0 150 300 600

Phone: [phone] www.SoilServices.us Fax: [phone]

SOIL SERVICES, PLLC
PO BOX 91115  RALEIGH, NC  27675

June 7, 2019
Project No. 1582-1

Marquis Homes & Company
Attn: Tom Hankins
8368 Six Forks Rd, Ste 202
Raleigh, NC 27615

RE: DETAILED WETLAND DELINEATION & NEUSE STREAM BUFFER EVALUATION
Henderson Property (Approx. 30 Acres)
0 Creedmoor Rd, Wake County
PIN No. 0891-12-2200 & 0891-02-5319

Dear Mr. Hankins:

On May 20, 2019, Soil Services, PLLC completes a Detailed Wetland Delineation and Neuse
River Stream Buffer Evaluation on the Robbins tract located at 0 Creedmoor Rd. Exhibit 1 and Exhibit 2
identify the property on the most recent USGS Topographic Map and NRCS Wake County Soil Survey.
Surface waters shown on either exhibit are potentially subject to Federal, State and Local regulation.

PROCEDURES

During the evaluation, Soil Services traversed the site establishing areas meeting the criteria for a
jurisdictional wetland/waters based on the procedures set forth in the US Army Corps of Engineers
(USACE) Wetlands Delineation Manual (January 1987 – Final Report). Areas with the presence of
hydric soils, wetland hydrology and hydrophytic vegetation were flagged and sequentially labeled. Other
jurisdictional (surface) waters such as streams, lakes and ponds were also identified and are subject to
regulation by the USACE.

The NC Division of Water Resources Water Quality Programs also regulates surface waters that
appear on the USGS Topographic Map and/or the NRCS County Soil Survey. Some watersheds, such as
the Neuse and Tar-Pamlico, have additional riparian buffer requirements restricting uses directly adjacent
to these waters. Surface waters were flagged and sequentially labels using DWR field techniques. See
the Results and Regulations sections for detailed information.

RESULTS

Soil Services identified 1 pond, 3 stream(s) and 0.05 wetland(s) generally account for the
jurisdictional waters present on this site. The Delineation Map (Exhibit 3) illustrates the features found
during our delineation. Please refer to Regulations sections for additional information.

Soil Services, PLLC
Project No. 1582-1

2 of 4

Jurisdictional Waters and Wetlands

The jurisdictional waters and corresponding flag labels are found on Exhibit 3. The streams
where evaluated and DWR stream forms were completed for each feature (Exhibit 4). The surface waters
subject to regulations are:

 Feature A – Unnamed Tributary to Barton Creek (not present)
 Feature B – Unnamed Tributary to Barton Creek (not present)
 Feature C – Unnamed Tributary to Barton Creek (Flags C200-255, C1-C53)
 Feature D – Pond

These features flow in to Barton Creek in the Neuse River Basin, which is classified by DWR as
WS-IV;NSW. A field determination by DWR is required to determine subjectivity of each feature.

Wetlands found on site were determined to be Emergent type wetlands. Data forms describing
the characteristics of the wetland and upland areas can be found in Exhibit 4. There are approximately
0.025 acres of wetlands represented by flags W1-W5. The wetlands (do not) appear to be isolated and are
regulated by the USACE and/or DWR.

Wake County Buffers

The surfaces waters potentially subject to the Wake County Riparian Buffers include feature
features A, B, C & D. No other surface waters are indicated on either the USGS topographic or Wake
County Soil Survey maps. Soil Services believes only features C & D will be considered subject by
Wake County. A site evaluation by a Wake County representative is required to confirm our stream
buffer determinations.

Water Supply Water Rules

The surface waters on site (i.e. perennial stream) potentially subject to the Water Supply Water Rules
include feature A. Please be aware that because of the water quality classification on this site, feature
name/label will require a state mandated 30-foot or 100-foot riparian buffer, depending upon the
impervious surface of the proposed development. No other surface waters on-site are indicated as
perennial features on the most recent USGS Topographic Quadrangle.

The following table(s) present the assigned label (i.e. A, B, C,1,2,3, etc.) for each feature on the site.
Information is also presented regarding the classification of each feature on the USGS Topographic
Quadrangle and NRCS County Soil Survey. In addition, the most stringent potential buffer is presented
in contrast to the actual buffer width Soil Services believes will be applied. The riparian buffer is
measured from the top of bank, landward on each side of the stream.

Table 1: Surface water features, classifications, and riparian buffer widths.
Feature
Classification on
USGS
Classification on
Soil Survey
Classified in
Field as Origin
Possible
Buffer
Width
Expected
Buffer
Width
A Not Present Ephemeral Not Present NA 50’ 0’
B Not Present Intermittent Ephemeral NA 50’ 0’
C Intermittent Perennial Perennial Throughout 100’ 100’
D Present Present Throughout NA 100’ 100’
Soil Services, PLLC
Project No. 1582-1

3 of 4

All flags comprising the wetland and jurisdictional waters delineation should be surveyed and a
Wetland Delineation Map generated for use in a jurisdictional determination and permitting by the
USACE and final site planning. The entire length of each stream feature was not flagged, but will need to
be survey located for the Wetland Delineation Map. Stream features may be located either along the
centerline (with channel widths noted at each survey point) or at the top-of-bank. The Wetland
Delineation Map should include all of the information listed on the attached “Wetland Delineation Survey
Map Requirements.” Soil Services’ delineation flag numbers should be shown on the wetland survey. If
you would like Soil Services to act on their behalf for requesting approval of the wetland delineation,
complete the Agent Authorization form. This form will also be used in preparing a permit application for
impacts to wetlands or surface waters when we are provided with a plan showing the proposed impacts.
Soil Services cannot conduct correspondence with the USACE or DWR unless we have agent
authorization. This authorization form must be filled out in its entirety and returned to Soil Services.

REGULATIONS

Regulations that apply to this site are listed below. In the instance of overlapping jurisdiction, the
most stringent rules apply in most cases. Soil Services would be happy to discuss how these regulations
apply to this project.

Neuse River Buffer Rules

The Neuse River Basin: Nutrient Sensitive Waters Management Strategy: Protection and Maintenance of
Riparian Areas with Existing Forest Vegetation (15A NCAC 2B.0233) rules apply 50-foot wide riparian
buffers directly adjacent to surface waters in the Neuse River Basin (intermittent streams, perennial
streams, lakes, ponds, and estuaries), excluding wetlands. The rule defines surface waters as features
approximately shown on either the most recent version of the soil survey map prepared by the Natural
Resource Conservation Service (NRCS) of the US Department of Agriculture (USDA) or the 7.5-minute
quadrangle topographic maps prepared by the US Geologic Survey (USGS). Surface waters that appear
on these maps are not subject only if an on-site determination by the NC Division of Water Quality (NC-
DWQ) shows that they fall into one of the following categories:
1) Ditches and manmade conveyances other than modified natural streams;
2) Manmade ponds and lakes that are located outside natural drainage ways; or
3) Ephemeral (stormwater) streams.

Wake County Buffers

As part of the Stormwater Control, Management, and Water Course Buffer Regulations of Wake
County, North Carolina, Wake County has adopted riparian buffer requirements. These regulations
include the establishment of 50 foot wide riparian buffers directly adjacent to surface waters within Wake
County’s Planning Jurisdiction, excluding wetlands. Surface waters shall be considered to be present if
the feature is shown on the most recent version of the USDA Soil Survey of Wake County, North
Carolina or the most recent version of the 7.5-minute USGS topographic quadrangle. Where conflicts
between field conditions and Wake County Soil Survey and USGS maps exist, appeals may be made to
the North Carolina Division of Water Resources (NC-DWR) if the site is in the Neuse River Basin, or
directly to the Wake County Department of Environmental Services – Erosion, Flood & Stormwater
Division for sites in the Cape Fear River Basin

Soil Services, PLLC
Project No. 1582-1

4 of 4

Wetland Permitting

Please note that new Nationwide Permits were issued by the USACE on March 19, 2017. The
USACE Wilmington District issued revised Regional Conditions for the 2012 Nationwide Permits on
March 19 and September 17, 2012 and remain in effect for the 2017 Nationwide Permits. Therefore, the
USACE may once again review requests for impacts to jurisdictional waters. Due to the complexity of
these revisions, we recommend you forward a conceptual site plan to our office for review by one of our
permitting specialist, who can best advise you of the specific permitting needs as you progress through
the planning process.

Generally, wetland impact permits are issued on a per-project basis as determined by the USACE.
The USACE has determined that impacts on parcels sub-divided from larger tracts are sometimes
considered to be cumulative to existing impacts for the large tract. If this is the case, then thresholds for
notification may not apply to your project and impacts to streams/wetlands must be considered in light of
existing permits.

CONCLUSION

The wetland delineation and stream buffer evaluation for the Robbins Property was completed by
Soil Services on November 29, 2018. This site contains jurisdictional streams and wetland areas that that
may require preconstruction authorization for impacts, depending on the size and nature of the impact (i.e.
road construction, lot fill, stormwater pond construction, etc.). USACE and NC DWR verification of our
site assessment should be obtained. Following verification meetings with regulatory agencies, the next
step in the stream and wetland identification and permitting process is to obtain a field survey of our
delineation for formal approval by the USACE. Upon completing the survey, these site constraints may
then be integrated into planning for property development.

Sincerely,

Sarah I Menser
Soil Services, PLLC

Attachments:
Exhibit 1: USGS Topographic map
Exhibit 2: NRCS County Soil Survey
Exhibit 3: Wetland Sketch Map
Exhibit 4: DWR Stream Evaluation Forms
Exhibit 5: USACE Data Forms

Exhibit 1 

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GRAPHIC SCALE
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SOIL SERVICES, PLLC
PO BOX 91115, RALEIGH, NC 27675
OFFICE: [phone] FAX: [phone]
WWW.SOILSERVICES.US
Sheet Title:
USGS TOPOGRAPHIC MAP
Project:
0 CREEDMOOR RD
Location: Client:
WAKE CO., NC MARQUIS HOMES
.*4 .
Project No.: 1582-1
Project Drawn:
Manager:
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Scale: Field Work:
1":300' SM
Sheet No.:
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OFFICE: [phone] FAX: [phone] Sheet No.
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WWW.SOILSERVICES.US

Exhibit 4 

NC DWQ Stream Identification Form Version 4.11
Date: Project/Site:Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if 19 or perennial if 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:
A. Geomorphology (Subtotal =_________)Absent Weak Moderate Strong
1a.Continuity of channel bed and bank 0 1 2 3
2. Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure: ex. riffle-pool, step-pool,
ripple-pool sequence 01 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = _________)
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
C. Biology (Subtotal = _________)
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos (note diversity and abundance)0123
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 0.5 1 1.5
25. Algae 0 0.5 1 1.5
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
5-29-19 Henderson 35.980751°
Sarah Menser Wake -78.692617°
8
4.5
✔
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0
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Feature B - Unflagged
✔
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site:Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if 19 or perennial if 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:
A. Geomorphology (Subtotal =_________)Absent Weak Moderate Strong
1a.Continuity of channel bed and bank 0 1 2 3
2. Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure: ex. riffle-pool, step-pool,
ripple-pool sequence 01 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = _________)
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
C. Biology (Subtotal = _________)
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos (note diversity and abundance)0123
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 0.5 1 1.5
25. Algae 0 0.5 1 1.5
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
11-27-18 Robbins 35.980414°
Sarah Menser Wake -78.694198°
34.5
19
✔
✔
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✔
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8.5
✔
✔
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7
✔
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Feature C @ Flag C6
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Project/Site:Sampling Date:
Applicant/Owner:State: Sampling Point:
Investigator(s):
Landform (hillside, terrace, etc.):
Subregion (LRR or MLRA): Lat: Long:
Soil Map Unit Name:
x
Are Vegetation , Soil , or Hydrology Yes x
Are Vegetation , Soil , or Hydrology
SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.
xNo
xNo x
xNo
X
X
X
Yes
Yes x
Yes x X
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Moss Trim Lines (B16)
Dry-Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Secondary Indicators (minimum of two required)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC-Neutral Test (D5)
Inundation Visible on Aerial Imagery (B7)
Water-Stained Leaves (B9)
Aquatic Fauna (B13)
Algal Mat or Crust (B4)
Wetland Hydrology Present?
Stunted or Stressed Plants (D1)

NoYes
Is the Sampled Area
HYDROLOGY
Yes
Yes
Yes
Hydric Soil Present?
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Nowithin a Wetland? Yes
No
No
Water Table Present?
Remarks:
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
3
1
Depth (inches):
Depth (inches):
Depth (inches):
No
Saturation Present?
(includes capillary fringe)
City/County:Henderson Property Raleigh/Wake
1
5-29-19
Anne Henderson & Heirs NC
WETLAND DETERMINATION DATA FORM – Eastern Mountains and Piedmont Region
No
Section, Township, Range: RaleighSarah Menser (Soil Services)
0-2ConcaveToeslope
Datum:LRR N
NWI classification:WORSHAM
Slope (%):Local relief (concave, convex, none):
Surface Water Present?
Yes NoAre climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.)
significantly disturbed?
naturally problematic?
Are “Normal Circumstances” present?
(If needed, explain any answers in Remarks.)
Remarks:
Field Observations:
True Aquatic Plants (B14)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Iron Deposits (B5)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Sampling Point:
(Plot size:
1.
2.
3.
4.
5.
6.(A/B)
7.
50% of total cover: 20% of total cover: x 1 =
Sapling/Shrub Stratum (Plot size:x 2 =
1.x 3 =
2.x 4 =
3.x 5 =
4.Column Totals: (B)
5.
6.
7.
8.X
9.X
4 - Morphological Adaptations1 (Provide supporting
50% of total cover: 20% of total cover:
Herb Stratum (Plot size:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size:
1.
2.
3.
4.
5.
50% of total cover: 20% of total cover:Yes X
=Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
)
=Total Cover
OBL
FAC
Yes
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
VEGETATION (Four Strata)– Use scientific names of plants.
18 7 50
Yes
Yes
FAC
FAC
150
50
0
Multiply by:
0
2.00Prevalence Index = B/A =
0
Prevalence Index worksheet:
Total % Cover of:
50
0
(A)
(B)
(A)
1333
Definitions of Four Vegetation Strata:
Woody Vine – All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present?
=Total Cover
Herb – All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
)
65
Yes15Smilax rotundifolia
Saururus cernuus 50
Tree Stratum
)
=Total Cover
Liquidambar styraciflua
Acer rubrum
)
35
Indicator
Status
25
10
Dominant
Species?
OBL species
FACW species
FAC species
Sapling/Shrub – Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
1Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Absolute
% Cover
100.0%
Percent of Dominant Species
That Are OBL, FACW, or FAC:
3 - Prevalence Index is ≤3.01
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation1 (Explain)
No
1
4
4
FACU species
UPL species
Hydrophytic Vegetation Indicators:
0
200
0
100
Total Number of Dominant
Species Across All Strata:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
X
?
Depth (inches):X
Sampling Point:
Yes
Restrictive Layer (if observed):
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Hydric Soil Present?
Type:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Loc2
Loamy/Clayey80 C
Color (moist)
Matrix
10YR 3/1 5YR 3/40-12
1SOIL
Type1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Redox FeaturesDepth
(inches) Color (moist)Remarks
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix.
%%
Prominent redox concentrations
Texture
20 PL/M
Depleted Below Dark Surface (A11)
Thick Dark Surface (A12)
Sandy Mucky Mineral (S1)
Sandy Redox (S5)
Stripped Matrix (S6)
Iron-Manganese Masses (F12) (LRR N,Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
Umbric Surface (F13) (MLRA 122, 136)
Piedmont Floodplain Soils (F19) (MLRA 148)
Sandy Gleyed Matrix (S4)MLRA 136)
Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148)
No
Hydric Soil Indicators:
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Redox Dark Surface (F6)
Redox Depressions (F8)
Loamy Mucky Mineral (F1) (MLRA 136)
Depleted Matrix (F3)
Depleted Dark Surface (F7)
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
Indicators for Problematic Hydric Soils3:
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (F22)
Red Parent Material (F21)
(outside MLRA 127, 147, 148)
2 cm Muck (A10) (LRR N)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0