20181665 Ver 1_PCN Form Submission_20181207

DWR
MOM— of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
tial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Oiange only if needed.
BIMS # Assigned
20181665
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office*
Central Office - [phone]
Information for Initial Review
1a. Name of project:
Grayson's Pond
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
12/7/2018
Nearest Body of Water
UT to Honeycutt Creek
Basin
Neuse
Water Classification
WS -IV; NSW
Site Coordinates
Latitude: Longitude:
35.9058 -78.6202
FA. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)
Version# *
1
What amout is owed?*
r• $240.00
* $570.00
Select Project Reviewer*
Paul Wcjoski:EADS\pawojoski
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
29 - Residential Developments
r 401 Water Quality Certification - Express
W Riparian Buffer Authorization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
0 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r' Yes r- No
2. Owner Information
2a. Name(s) on recorded deed:
Honeycutt Property Ventures LLC
2b. Deed book and page no.:
Book 16088, Page 586
2c. Responsible party:
A. Wayne Turner
2d. Address
Street Address
5805 Lease Lane
Address Line 2
CKY
Raleigh
Postal / Zip Cade
27617
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Frovince / fbgion
NC
Country
United States
2f. Fax Number:
r- Yes r No
r- Yes r No
C. Project Information and Prior Project History v
1. Project Information

1b. Subdivision name:
(if appropriate)
1c. Nearest municipality / town:
Raleigh, NC
F
2. Project Identification
2a. Property Identification Number:
2b. Property size:
1718257128
12.23
2c. Project Address
1.42MB
Street Address
1.15MB
9200 Honeycutt Rd
4.22MB
Address Line 2
aty
State / Rwince / Region
Raleigh
NC
Bbstal / Zip Cade
Country
27615
United States
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Honeycutt Creek
3b. Water Resources Classification of nearest receiving water:*
WS -IV; NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010604
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Existing conditions onsite consist of a wooded parcel with a residential structure, outbuildings, and driveway. On the southern side of the property, in addition to the existing driveway
crossing (i.e. 36" CMP culvert), is an existing 42" CMP culvert. A perennial stream bisects the property, with a linear wetland within the riparian buffer, in addition to a jurisdictional non -
buffered pond ebsting onsite. General land use in the vicinity of the site is forested land and low density/rural development.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
f Yes r No r Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf
1.83MB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
soils.pdf 314.28KB
4f. List the total estimated acreage of all existing wetlands on the property:
Less than 0.10 acre (0.008 acres), open waters approximately 0.88 acres
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 717 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of this project is provide access for a residential subdivision.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of a single-family residential subdivision to include a road, five (5) residential lots with private well and septic. Specifically, there are
proposed stream and riparian buffer impacts for one road crossing/culvert extension. Proposed road crossing location is utilizing an existing culvert. Equipment typically used for
construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
181126 - Greysons Pond - Existing Conditions.pdf
1.1 MB
181207 - Greysons Pond - Site Plan.pdf
1.42MB
181207 - Greysons Pond - Profiles.pdf
1.15MB
181207 - Greysons Pond - Erosion Control.pdf
4.22MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
f Unknown
Comments:

5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
USACE has not field verified, a JD or AID has not been issued. Preliminary JD package to be sent
via email.
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
Steven Ball
Soil & Environmental Consultants, PA
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
ED,Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands W Streams -tributaries
F Open Waters r Pond Construction
3. Stream Impacts
W Buffers
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
46 39
3i. Total stream and ditch impacts:
85
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
V Neuse r Tar -Pamlico
F Catawba r Randleman
F Goose Creek r Jordan Lake
F Other
6b. Impact Type
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact *
3d. S. name *
3e. Stream Type *
Type of
3g. S. width *
3h. Impact
❑
5,917
2,842
�[3f.
(?)
urisdiction*
length*
S1
Impact 1 -Road Crossing
Permanent
Culvert
ro Honeycutt Creek
Perennial
Both
46
(CulvertEdension)
Ave age (feet)
(linearfee)
32
Impact 1 -Road Crossing
Temporary
Other
UT to Honeycutt Creek
Perennial
Both
4
39
(Temporary Construction)
Average (Feet)
(linear feet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
46 39
3i. Total stream and ditch impacts:
85
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
V Neuse r Tar -Pamlico
F Catawba r Randleman
F Goose Creek r Jordan Lake
F Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Impact 1 -Road Crossing (Culvert E)tension)
P
UT to Honeycutt Creek
No
5,917
2,842
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00

Zone 1 Zone 2
Total Permanent impacts: 5,917.00 2,842.00
Zone 1 Zone 2
Total combined buffer impacts: 5,917.00 2,842.00
6i. Comments:
Supporting Documentation
181206 - Greysons Pond - Impact Map.pdf 325.9KB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify natural resources so that impacts
could be avoided & minimized to the maximum extent practicable. Impact #1 is a proposed road crossing/culvert extension to a perennial stream.
Proposed impacts include 46 linear feet of permanent loss for one 42" culvert that will tie to an existing 42" CMP culvert and 39 linear feet of
temporary stream impacts for construction activities. This impact is necessary to construct a road and provide access to the property. An endwall on
the downstream side of the culvert is proposed to minimize stream and riparian buffer impacts. Additionally, an existing culvert location is being utilized
to minimize stream and riparian buffer impacts. All temporary stream impacts will be brought back to pre -construction elevations and stream banks will
be stabilized.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction techniques such as silt fence, silt fence outlets, and a pump around system will be utilized to avoid/minimize impacts to the jurisdictional
features onsite.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Project will utilize an existing culvert onsite, therefore minimizing impacts. Additionally, the project is proposing permanent loss stream impacts less than 150 LF, which is the threshold of
stream impact that typically requires compensatory mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) u
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?
r Yes r No
What type of SCM are you providing?
F- Level Spreader
R Vegetated Conveyance (lower SHWT)
r- Wetland Swale (higher SHWT)
F Other SCM that removes minimum 30% nitrogen
F' Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
Per the project engineer, the site will be maximum 19% impervious, including the road. The road discharges to vegetated conveyance ditches with less than 3:1 side slopes. There will
be no Curb/gutter section.
G. Supplementary Information
1. Environmental Documentation

1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Greyson's Pond project is a residential development. Additionally, the project is located within the Wake County's
jurisdiction, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1)
the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition
to "diffuse flow' requirements, and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved; 2) the Water
Supply, Watershed Protection Program which limits development densities as well as requires protective riparian buffers and finally 3) the Phase II
NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to
post -construction stormwater management requirements. We anticipate that the NCDWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
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?*
r^ Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r^ Yes r No
5d. Is another Federal agency involved?*
r Yes r No O Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
Sh. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage Program Data Explorer Search [December 5, 20181. Department of Environment and Natural Resources, Office of
Land and Water Stewardship, Raleigh, NC. http://wmv.nenhp.org/
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Fisheries Habitat Conservation Essential Fish Habitat Mapper website was referenced. No Essential Fish Habitat was identified near the
project.
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?*
r Yes r No

7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on November 9, 2018; no historic listings, study list
entries, or determined eligible listings were identified within the property boundaries.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC Floodplain Mapping Program -Flood Risk Information System
[Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
W By checking the box and signing below, I certify that:
I have given true, accurate, and complete information on this form;
I agree that submission of this PCN 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 PCN form.
Full Name:
Deborah E. Shirley
Signature
Sign
Date
12/7/2018
U

µSoil Survey MapSheet 20McDaniel SiteWake County, NC Project No. 12654.W1 Project Mgr.: SB Scale: 1" = 1000' 08/24/20150 2,000 4,0001,000Feet

Project Number:
DS
Project Manager:
1" = 1000'Scale:
11/8/2018Date:
Map Title:
Source:
Figure 1 - USGS Map
Grayson's Pond
Wake County, NC
2016 USGS
Wake Forest, NC Quad
¯0 1,000 2,000
Feet
12654.W5
EIP
EIP
ECM
EIP
EIP S 89° 53' 07" W
917.74'
S 89° 02' 12" E972.91'N 14° 13' 18" E509.93'N 12° 59' 55" E77.04'S 20° 25' 11" W583.79'7.51'
4.21'
(PUBLIC R/W
)
POND
CREEKLC EX.
HOUSE
(2,500 SF)
50'
NEUSE
RIPARIAN
BUFFER
50'
NEUSE
RIPARIAN
BUFFER KOUPELA DRIVELONIKER DRIVE
(PUBLIC R/W)
EX.
WELL
EX.
WELL
EX.
CARPORT
(465 SF)
EX.
GARAGE
(1,020 SF)
EX. BUILDING 805 SF
(TO BE REMOVED PRIOR
TO MAP RECORDATION,
DEMO PERMIT WILL BE
NEEDED)
EXISTING
DOCK
EXISTING
DAM
50.0' WSWB ZONE "2"
20' BUILDING
SETBACK FROM
WSWB BUFFER
30.0' WSWB BUFFER
EX 42" CMP CULVERT 380375
385390395 395375
3753803853903
7
0365370365360 370360
365
370355370
370
365
360
390385380375370375380385390
395352
35750.0' WSWB ZONE "1"
EX 36" CMP CULVERT
10.0'
398
392397
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.01-15-7465
DB 9676 PG 2291
OFC GROSS
N/F
WILLIAM E. & ANDREA M. COOK
PIN: 1718.01-25-4527
DB 8076 PG 905
SINGLE FAMILY
N/F
JOHN T. JR. & CHRISTA
M. MCELVEEN
PIN: 1718.01-25-7505
DB 11488 PG 1105
SINGLE FAMILY
N/F
CHARLES A. JR. &
ELIZABETH M. MANGANO
PIN: 1718.01-25-9567
DB 4563 PG 43
SINGLE FAMILY
N/F
DAVID C. & MELISSA P. PEARCE
PIN: 1718.01-35-2548
DB 9142 PG 762
SINGLE FAMILY
N/F
HOWARD J. & MARY JANE JUNG
PIN: 1718.01-35-2088
DB 4923 PG 653
SINGLE FAMILY
N/F
TERRENCE & CHRISTINE CAMPBELL
PIN: 1718.14-34-2835
DB 9599 PG 1732
SINGLE FAMILY
N/F
BRUCE & MELANI AVERY
PIN: 1718.14-34-1646
DB 14077 PG 1079
SINGLE FAMILY
N/F
RONALD & GEORGIA WILLIAMS
PIN: 1718.13-24-2751
DB 8530 PG 13
SINGLE FAMILY
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.13-04-7941
DB 9676 PG 2291
SINGLE FAMILY
N/F
JHD PROPERTIES
PIN: 1718.01-15-8038
DB 9709 PG 2074
SINGLE FAMILY
N/F
MARTEN & STEPHANIE DEVRIES
PIN: 1718.01-35-3320
DB 12289 PG 1059
SINGLE FAMILY
EX STREAM
EX WETLAND
EX STREAM
VICINITY MAP
(NOT TO SCALE)
SITE
GREYSON'S POND
9200 HONEYCUTT ROAD
LOT-BY-LOT
SUBDIVISION
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
HONEYCUTT PROPERTY
VENTURES LLC
5805 LEASE LN
RALEIGH, NC 27617
Subdivision Number
EXISTING
CONDITIONS
PROPERTY LINE
RIGHT-OF-WAY
LEGEND
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
N/F NOW OR FORMERLY
R/W RIGHT OF WAY
MIA MAXIMUM IMPERVIOUS ALLOWED
EIP EXISTING IRON PIPE
ECM EXISTING CONCRETE MONUMENT
TREE LINE
ADJOINER PROPERTY LINE CE-1
EIP
EIP
ECM
EIP
EIP
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
11.46'
18.82'
23.14'
15.02'
17.37'
14.29'
18.43'
21.61'
11.17'
21.54'
24.86'
31.71'
83.54'
13.46'
10.31'
DIRECTION
S72° 52' 44"E
S78° 28' 26"E
S86° 13' 42"E
N86° 43' 15"E
N80° 44' 17"E
N74° 20' 01"E
N69° 16' 25"E
N05° 18' 59"E
N00° 44' 02"W
N06° 53' 41"W
N15° 33' 58"W
N26° 08' 40"W
N33° 21' 18"W
N52° 52' 53"W
N83° 28' 26"W
(PUBLIC R/W
)
POND
CREEKLC EX.
HOUSE
(2,500 SF)
50'
NEUSE
RIPARIAN
BUFFER
50'
NEUSE
RIPARIAN
BUFFER KOUPELA DRIVELONIKER DRIVE
(PUBLIC R/W)
EX.
WELL
EX.
WELL
500' SIGHT DISTANCE430' SIGHT DISTANCEEX.
CARPORT
(465 SF)
EX.
GARAGE
(1,020 SF)
EXISTING
DOCK
EXISTING
DAM
50.0' WSWB ZONE "2"
20' BUILDING
SETBACK FROM
WSWB BUFFER
30.0' WSWB BUFFER
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LENGTH
57.53'
175.91'
58.00'
23.16'
196.37'
18.84'
10.09'
50.47'
142.36'
44.67'
22.55'
56.50'
98.76'
78.27'
269.76'
RADIUS
61.50'
61.50'
61.50'
14.50'
177.50'
177.50'
127.50'
127.50'
172.50'
127.50'
127.55'
174.32'
129.46'
170.99'
222.50'
DELTA
053°35'41"
163°52'51"
054°01'58"
091°30'29"
063°23'07"
006°04'49"
004°32'01"
022°40'42"
047°17'01"
020°04'19"
010°07'52"
018°34'09"
043°42'23"
026°13'32"
069°27'56"
CHORD
55.45'
121.79'
55.87'
20.77'
186.50'
18.83'
10.09'
50.14'
138.35'
44.44'
22.52'
56.25'
96.38'
77.58'
253.54'
CHORD BEARING
N06° 22' 40"W
S64° 53' 05"W
S44° 04' 19"E
N25° 20' 04"W
N52° 06' 44"E
N86° 50' 42"E
S87° 50' 52"E
S74° 14' 31"E
N86° 32' 41"W
N79° 50' 58"E
S85° 02' 47"E
N79° 09' 02"E
N88° 09' 55"W
S73° 48' 35"E
N55° 09' 09"E
EX 42" CMP CULVERT 380375
385390395 395375
3753803853903
7
0365370365360 370360
365
370355370
370
365
360
390385380375370375380385390
395352
35750.0' WSWB ZONE "1"
EX 36" CMP CULVERT
10.0'
398
392397
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.01-15-7465
DB 9676 PG 2291
OFC GROSS
N/F
WILLIAM E. & ANDREA M. COOK
PIN: 1718.01-25-4527
DB 8076 PG 905
SINGLE FAMILY
N/F
JOHN T. JR. & CHRISTA
M. MCELVEEN
PIN: 1718.01-25-7505
DB 11488 PG 1105
SINGLE FAMILY
N/F
CHARLES A. JR. &
ELIZABETH M. MANGANO
PIN: 1718.01-25-9567
DB 4563 PG 43
SINGLE FAMILY
N/F
DAVID C. & MELISSA P. PEARCE
PIN: 1718.01-35-2548
DB 9142 PG 762
SINGLE FAMILY
N/F
HOWARD J. & MARY JANE JUNG
PIN: 1718.01-35-2088
DB 4923 PG 653
SINGLE FAMILY
N/F
TERRENCE & CHRISTINE CAMPBELL
PIN: 1718.14-34-2835
DB 9599 PG 1732
SINGLE FAMILY
N/F
BRUCE & MELANI AVERY
PIN: 1718.14-34-1646
DB 14077 PG 1079
SINGLE FAMILY
N/F
RONALD & GEORGIA WILLIAMS
PIN: 1718.13-24-2751
DB 8530 PG 13
SINGLE FAMILY
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.13-04-7941
DB 9676 PG 2291
SINGLE FAMILY
N/F
JHD PROPERTIES
PIN: 1718.01-15-8038
DB 9709 PG 2074
SINGLE FAMILY
N/F
MARTEN & STEPHANIE DEVRIES
PIN: 1718.01-35-3320
DB 12289 PG 1059
SINGLE FAMILY
GREYSON'S POND
9200 HONEYCUTT ROAD
LOT-BY-LOT
SUBDIVISION
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
HONEYCUTT PROPERTY
VENTURES LLC
5805 LEASE LN
RALEIGH, NC 27617
Subdivision Number
EROSION CONTROL
PLAN - PHASE I
CE-7
EX. BUILDING 805 SF
(TO BE REMOVED PRIOR
TO MAP RECORDATION,
DEMO PERMIT WILL BE
NEEDED)
EROSION CONTROL LEGENDNPDES NEW STABILIZATION TIMEFRAMES
(EFFECTIVE AUG 3, 2011)
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW)
ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7DAYS
IF SLOPES ARE LESS THAN 10' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
SILT FENCE AND LOD ARE TO BE AT THE
PROPERTY LINE WHERE APPLICABLE. OFFSET
FOR CLARITY.
PHASE I CONSTRUCTION SEQUENCE:
1.OBTAIN A LAND-DISTURBING PERMIT.
2.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH WAKE COUNTY INSPECTOR OR AS INDICATED
ON PERMIT CARD FOR A PRE CONSTRUCTION CONFERENCE.
3.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, AND OTHER MEASURES AS
SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4.CALL FOR WAKE COUNTY INSPECTION.
5.UPON APPROVAL OF THE STORMWATER SITE INSPECTION, BEGIN CLEARING, GRUBBING, AND
DEMOLITION WITHIN THE LIMITS OF DISTURBANCE. MAINTAIN POSITIVE DRAINAGE TO SILT FENCE
OUTLETS.
6.MAINTAIN SEDIMENT AND EROSION CONTROL DEVICES AFTER EVERY RAIN EVENT AND ONCE PER
WEEK. REMOVE ANY SILT BUILDUP ON ANY SILT FENCING AS NEEDED TO PREVENT BREECH. SEED OR
MULCH (OR STABILIZE WITH STONE/PAVEMENT) ANY DENUDED AREAS WITHIN 14 CALENDAR DAYS OF
TEMPORARY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. NO SEDIMENT AND
EROSION CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF THE STORMWATER
INSPECTOR.
7.CALL FOR WAKE COUNTY INSPECTION. IF APPROVED, TRANSITION TO EROSION CONTROL PHASE II.
STABILIZATION NOTE:
ANY PORTION OF A SITE UPON WHICH FURTHER LAND-DISTURBING
ACTIVITY IS NOT BEING UNDERTAKEN SHALL BE PROVIDED WITH
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY
SUSPENDING THE LAND DISTURBING ACTIVITY.
’
STOCKPILE NOTES:
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
2.UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY
STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED.
3. DUE TO THE LOCATION OF THIS PROJECT, IT SHOULD BE NOTED THAT A RULE TO
PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN THE
NEUSE RIVER BASIN BECAME EFFECTIVE ON JULY 22, 1997. THE NEUSE RIVER
RIPARIAN AREA PROTECTION AND MAINTENANCE RULE (15A NCAC 2B.0267)
APPLIES TO ALL PERENNIAL AND INTERMITTENT STREAMS, LAKES, PONDS, AND
ESTUARIES IN THE NEUSE RIVER BASIN WITH FOREST VEGETATION ON THE
ADJACENT LAND OR RIPARIAN AREA.
4.EROSION AND SEDIMENTATION CONTROL MEASURES, STRUCTURES, AND
DEVICES SHALL BE PLANNED, DESIGNED, AND CONSTRUCTED TO PROVIDE
PROTECTION FROM THE RUNOFF OF THE 25-YEAR STORM.
5.NEWLY CONSTRUCTED OPEN CHANNELS SHALL BE PLANNED, DESIGNED, AND
CONSTRUCTED WITH SIDE SLOPES NO STEEPER THAN TWO HORIZONTAL TO ONE
VERTICAL IF A VEGETATIVE COVER IS USED FOR STABILIZATION UNLESS SOIL
CONDITIONS PERMIT STEEPER SLOPES OR WHERE THE SLOPES ARE STABILIZED
BY USING MECHANICAL DEVICES, STRUCTURAL DEVICES, OR OTHER
ACCEPTABLE DITCH LINERS.
EIP
EIP
ECM
EIP
EIP
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
11.46'
18.82'
23.14'
15.02'
17.37'
14.29'
18.43'
21.61'
11.17'
21.54'
24.86'
31.71'
83.54'
13.46'
10.31'
DIRECTION
S72° 52' 44"E
S78° 28' 26"E
S86° 13' 42"E
N86° 43' 15"E
N80° 44' 17"E
N74° 20' 01"E
N69° 16' 25"E
N05° 18' 59"E
N00° 44' 02"W
N06° 53' 41"W
N15° 33' 58"W
N26° 08' 40"W
N33° 21' 18"W
N52° 52' 53"W
N83° 28' 26"W
50'
NEUSE
RIPARIAN
BUFFER
50'
NEUSE
RIPARIAN
BUFFER
500' SIGHT DISTANCE430' SIGHT DISTANCE50.0' WSWB ZONE "2"
20' BUILDING
SETBACK FROM
WSWB BUFFER
30.0' WSWB BUFFER
CURVE TABLE
RADIUS
61.50'
61.50'
61.50'
14.50'
177.50'
177.50'
127.50'
127.50'
172.50'
127.50'
127.55'
174.32'
129.46'
170.99'
222.50'
DELTA
053°35'41"
163°52'51"
054°01'58"
091°30'29"
063°23'07"
006°04'49"
004°32'01"
022°40'42"
047°17'01"
020°04'19"
010°07'52"
018°34'09"
043°42'23"
026°13'32"
069°27'56"
CHORD
55.45'
121.79'
55.87'
20.77'
186.50'
18.83'
10.09'
50.14'
138.35'
44.44'
22.52'
56.25'
96.38'
77.58'
253.54'
CHORD BEARING
N06° 22' 40"W
S64° 53' 05"W
S44° 04' 19"E
N25° 20' 04"W
N52° 06' 44"E
N86° 50' 42"E
S87° 50' 52"E
S74° 14' 31"E
N86° 32' 41"W
N79° 50' 58"E
S85° 02' 47"E
N79° 09' 02"E
N88° 09' 55"W
S73° 48' 35"E
N55° 09' 09"E
1-EW
INV=372.0
2-JB
RIM=395.0
INV IN=387.4
INV OUT=387.2
3-DI
RIM=391.0
INV=389.0
246 LF
15" RCP
@ 6.2%162 LF
15" RCP
@ 1%
EX 42" CMP CULVERT 380375
385390395 395375
3753803853903
7
0365370365360 370360
365
370355370
370
365
360
390385380375370375380385390
395352
35750.0' WSWB ZONE "1"
EX 36" CMP CULVERT
10.0'
398
392397
PROP 42" CMP
CULVERT
EXTENSION 46
LF @ 3%
ENDWALL
TOP: 370.2
INV: 364.6
(BURY INV BY 0.7')
CONNECT
TO EX PIPE
INV: 366.0
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.01-15-7465
DB 9676 PG 2291
OFC GROSS
N/F
WILLIAM E. & ANDREA M. COOK
PIN: 1718.01-25-4527
DB 8076 PG 905
SINGLE FAMILY
N/F
JOHN T. JR. & CHRISTA
M. MCELVEEN
PIN: 1718.01-25-7505
DB 11488 PG 1105
SINGLE FAMILY
N/F
CHARLES A. JR. &
ELIZABETH M. MANGANO
PIN: 1718.01-25-9567
DB 4563 PG 43
SINGLE FAMILY
N/F
DAVID C. & MELISSA P. PEARCE
PIN: 1718.01-35-2548
DB 9142 PG 762
SINGLE FAMILY
N/F
HOWARD J. & MARY JANE JUNG
PIN: 1718.01-35-2088
DB 4923 PG 653
SINGLE FAMILY
N/F
TERRENCE & CHRISTINE CAMPBELL
PIN: 1718.14-34-2835
DB 9599 PG 1732
SINGLE FAMILY
N/F
BRUCE & MELANI AVERY
PIN: 1718.14-34-1646
DB 14077 PG 1079
SINGLE FAMILY
N/F
RONALD & GEORGIA WILLIAMS
PIN: 1718.13-24-2751
DB 8530 PG 13
SINGLE FAMILY
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.13-04-7941
DB 9676 PG 2291
SINGLE FAMILY
N/F
JHD PROPERTIES
PIN: 1718.01-15-8038
DB 9709 PG 2074
SINGLE FAMILY
N/F
MARTEN & STEPHANIE DEVRIES
PIN: 1718.01-35-3320
DB 12289 PG 1059
SINGLE FAMILY
STREAM CROSSING AND BUFFER
IMPACTS TO BE PERMITTED BY USACoE
PLUNGE
POOL 3
PLUNGE
POOL 2
PLUNGE
POOL 1390385380375
37
5 380385390395397 395 392392394393395
RIP RAP 4
PROVIDE MATTING IN
DITCH PER DITCH
REINFORCEMENT TABLE
(TYP THIS SHEET)
GREYSON'S POND
9200 HONEYCUTT ROAD
LOT-BY-LOT
SUBDIVISION
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
HONEYCUTT PROPERTY
VENTURES LLC
5805 LEASE LN
RALEIGH, NC 27617
Subdivision Number
EROSION CONTROL
PLAN - PHASE II
CE-8
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
2.UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY
STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED.
3. DUE TO THE LOCATION OF THIS PROJECT, IT SHOULD BE NOTED THAT A RULE TO
PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN THE
NEUSE RIVER BASIN BECAME EFFECTIVE ON JULY 22, 1997. THE NEUSE RIVER
RIPARIAN AREA PROTECTION AND MAINTENANCE RULE (15A NCAC 2B.0267)
APPLIES TO ALL PERENNIAL AND INTERMITTENT STREAMS, LAKES, PONDS, AND
ESTUARIES IN THE NEUSE RIVER BASIN WITH FOREST VEGETATION ON THE
ADJACENT LAND OR RIPARIAN AREA.
4.EROSION AND SEDIMENTATION CONTROL MEASURES, STRUCTURES, AND
DEVICES SHALL BE PLANNED, DESIGNED, AND CONSTRUCTED TO PROVIDE
PROTECTION FROM THE RUNOFF OF THE 25-YEAR STORM.
5.NEWLY CONSTRUCTED OPEN CHANNELS SHALL BE PLANNED, DESIGNED, AND
CONSTRUCTED WITH SIDE SLOPES NO STEEPER THAN TWO HORIZONTAL TO ONE
VERTICAL IF A VEGETATIVE COVER IS USED FOR STABILIZATION UNLESS SOIL
CONDITIONS PERMIT STEEPER SLOPES OR WHERE THE SLOPES ARE STABILIZED
BY USING MECHANICAL DEVICES, STRUCTURAL DEVICES, OR OTHER
ACCEPTABLE DITCH LINERS.
NPDES NEW STABILIZATION TIMEFRAMES
(EFFECTIVE AUG 3, 2011)
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW)
ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7DAYS
IF SLOPES ARE LESS THAN 10' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
SILT FENCE AND SILT FENCE/TREE PROTECTION
FENCE AND LOD ARE TO BE AT THE PROPERTY
LINE WHERE APPLICABLE. OFFSET FOR CLARITY.
PHASE 2 CONSTRUCTION SEQUENCE:
1.LAND LEFT EXPOSED SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN THE APPLICABLE
TIME PERIOD AFTER COMPLETION OF ANY PHASE OF GRADING OR PERIOD OF INACTIVITY AS
FOLLOWS: SEVEN DAYS FOR A STEEP SLOPE; TEN DAYS FOR A MODERATE SLOPE; 14 DAYS FOR
LAND WITH NO SLOPE OR INCLINATION.
2.FOR ANY AREA OF LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN
COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION
SHALL BE PROVIDED AS SOON AS PRACTICABLE, BUT IN NO CASE LATER THAN SEVEN DAYS
AFTER COMPLETION OF GRADING.
3.BEGIN ROUGH GRADING SITE PER GRADING PLAN.
4.INSTALL 42" CULVERT IN ACCORDANCE WITH STREAM CROSSING DETAILS ON EROSION DETAIL
SHEET. FILL ROAD SECTION FOR CONSTRUCTION ACCESS. CULVERT INSTALLATION SHALL BE
CONDUCTED DURING DRY WEATHER. IF RAIN IS ANTICIPATED DURING CONSTRUCTION, A DAM
SHALL BE CONSTRUCTED UPSTREAM OF THE CULVERT AND PUMPS SHALL PUMP SEDIMENT
LADEN WATER THROUGH GEOTEXTILE DEWATERING (DIRT) BAGS AROUND THE CULVERT
INSTALLATION (SEE DETAIL THIS SHEET).
5.INSTALL STORM DRAIN COLLECTION SYSTEM FROM DOWNSTREAM TO UPSTREAM WITH INLET
PROTECTION AT EACH INLET, DIVERT RUN-OFF TO INLETS AS ROUGH GRADES ARE COMPLETED.
6.HAUL AWAY ANY EXTRA TOPSOIL AND MATERIAL AS NEEDED TO BALANCE SITE. IF ANY TOPSOIL IS
TO REMAIN STOCKPILED, PROTECT WITH SILT FENCING AROUND PERIMETER.
7.SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITY TO STORMWATER CONTROL INSPECTIONS THROUGHOUT THE
PROJECT.
8.MAINTAIN SEDIMENT AND EROSION CONTROL DEVICES AFTER EVERY RAIN EVENT AND ONCE PER
WEEK. REMOVE ANY SILT BUILDUP ON ANY SILT FENCING AS NEEDED TO PREVENT BREECH.
SEED ANY AREAS OF THE SITE WITHIN 14 DAYS OF COMPLETION OF ANY PHASE OF GRADING IN
THAT AREA.
9.COMPLETE REMAINDER OF SITE WORK.
10.PERFORM SEEDBED PREPARATION, SEED, MULCH AND/OR ASPHALT TACK AS APPLICABLE TO
ANY RESULTING BARE AREAS IMMEDIATELY.
11.INSTALL VELOCITY DISSIPATERS AND OUTLET STRUCTURES AS REQUIRED ON THE GRADING
PLAN.
12.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR APPROVAL
OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN
SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
13.IF APPROVED, REMOVE SILT FENCING, SITE FENCE OUTLETS, AND INLET PROTECTIONS.
14.LAND LEFT EXPOSED SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN THE APPLICABLE
TIME PERIOD AFTER COMPLETION OF ANY PHASE OF GRADING OR PERIOD OF INACTIVITY AS
FOLLOWS: SEVEN DAYS FOR A STEEP SLOPE; TEN DAYS FOR A MODERATE SLOPE; 14 DAYS FOR
LAND WITH NO SLOPE OR INCLINATION.
15.FOR ANY AREA OF LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN
COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION
SHALL BE PROVIDED AS SOON AS PRACTICABLE, BUT IN NO CASE LATER THAN SEVEN DAYS
AFTER COMPLETION OF GRADING.
’
STOCKPILE NOTES:
EROSION CONTROL LEGEND
STABILIZATION NOTE:
ANY PORTION OF A SITE UPON WHICH FURTHER LAND-DISTURBING
ACTIVITY IS NOT BEING UNDERTAKEN SHALL BE PROVIDED WITH
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY
SUSPENDING THE LAND DISTURBING ACTIVITY.
EXISTING GROUND
GEOTEXTILE DEWATERING
DIRT BAG
STREAMWIDTH
RANGE
4.0'-15.0'
FLOW
PUMP FLOW
PUMP FLOW
PUMP
DISCHARGE
HOSE
PUMP
DISCHARGE
HOSE
PLAN VIEW
SIDE VIEW
HIGH STRENGTH
STRAPPING FOR
SECURING SPOUT TO
PUMP HOSE
SEWN IN SPOUT
HIGH STRENGTH DOUBLE
STITCHED "J" TYPE SEAMS
GEOTEXTILE
DEWATERING
DIRT BAG
FLO
W
STREAM BANK.
PROVIDE STABILIZED
OUTLET TO STREAM
CHANNEL
DIRT BAG TO BE PLACED
ON EXISTING GRASS, OR
STRAW.
NOTES:
1.GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND
DEPENDENT ON SPECIFIC SITE CONSTRAINTS AND PROPOSED
CONSTRUCTION OPERATIONS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE
AND LOCATION OF THE GEOTEXTILE DEWATERING DIRT BAG FOR
APPROVAL BY NCDENR PRIOR TO CONSTRUCTION.
3.THE CONTRACTOR SHALL ENSURE THAT THE DIRT BAG IS OF A
SUFFICIENT SIZE AND STRENGTH TO PROPERLY DEWATER THE PUMP
HOSE INFLUENT.
4.DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW
THROUGH BAG IS LIMITED BY SEDIMENT ACCUMULATION.LENGTH RANGE
6.0'-15.0'
LENGTH RANGE
6.0'-15.0'
GREYSON'S POND
9200 HONEYCUTT ROAD
LOT-BY-LOT
SUBDIVISION
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
HONEYCUTT PROPERTY
VENTURES LLC
5805 LEASE LN
RALEIGH, NC 27617
Subdivision Number
EROSION CONTROL
DETAILS
CE-9
NEW STABILIZATION TIMEFRAMES
(EFFECTIVE AUG 3, 2011)
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES,
SLOPES 7 DAYS NONE
HGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7DAYS
IF SLOPES ARE LESS THAN 10' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW
ZONES
SEEDBED PREPARATION:
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3.REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE BELOW).
5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOR TO SIX INCHES
DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE MORE THAT 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9.CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT
COVER IS ESTABLISHED.
SEEDING MIXTURE
AGRICULTURAL LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE 500 LBS/ACRE - 20% ANALYSIS
MULCH 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR ASPHALT EMULSION AT 300 GALS/ACRE
SEEDING SCHEDULE FOR SHOULDERS. SIDE DITCHES, SLOPES (MAX 3:1)
DATE TYPE PANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE
APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL 1 - AUG 15 TALL FESCUE AND BROWNTOP MILLET OR
SORGHUM-SUDAN HYBRIDS***
125 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE (BROWNTOP
MILLET); 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
SEEDING SCHEDULE FOR SHOULDERS. SIDE DITCHES, SLOPES (3:1 TO 2:1)
DATE TYPE PANTING RATE
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) AND
USE THE FOLLOWING COMBINATIONS:50 LBS/ACRE (SERICEA LESPEDEZA)
MAR 1 - APR 15 ADD TALL FESCUE 10 LBS/ACRE
MAR 1 - JUNE 30 OR ADD WEEPINE LOVE GRASS 10 LBS/ACRE
MAR 1 - JUNE 30 OR ADD HULLED COMMON
BERMUDAGRASS 25 LBS/ACRE
JUN 1 - SEPT 1 TALL FESCUE AND BROWNTOP MULLET
OR SORGHUM-SUDAN HYBRIDS ***
120 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE (BROWNTOP
MULLET); 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
SEPT 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED -
UNSCARIFIED) AND TALL FESCUE
70 LBS/ACRE (SERICEA LESPEDEZA); 120 LBS/ACRE (TALL
FESCUE)
NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE
CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCATION CONDITIONS;
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
STREAM PUMP AROUND SEQUENCE OF CONSTRUCTION:
1.CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF DIRT
BAG FOR APPROVAL BY THE INSPECTOR.
2.INSTALL GEOTEXTILE DEWATERING (DIRT) BAG AS APPROVED.
3.INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
4.PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR
STREAM DIVERSION.
5.PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS.
DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO
ONE DAYS WORK.
6.PERFORM STREAM WORK IN ACCORDANCE WITH THE PLANS.
7.EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUPS AND TEMPORARY
FLEXIBLE HOSE. (DOWNSTREAM DIKES FIRST).
8.PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH
WORK DAY. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THE GRADING
SHEET SHOW THE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM
SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF THE IMPERVIOUS DIKES FOR EACH DAYS WORK.
9.REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND
DIRT BAG. STABILIZE DISTURBED AREA WITH SEED AND MULCH. PROPER
REMOVAL OF DIRT BAG SHALL BE CONSIDERED A SITE SPECIFIC CONSTAINT.
GEOTEXTILE DEWATERING
(DIRT) BAG
(SEE DETAIL ON EROSION
CONTROL PLAN PHASE II)
UTILIZE A STABILIZED
OUTLET FOR CLEAN
WATER PUMPING
EIP
EIP
ECM
EIP
EIP
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
11.46'
18.82'
23.14'
15.02'
17.37'
14.29'
18.43'
21.61'
11.17'
21.54'
24.86'
31.71'
83.54'
13.46'
10.31'
DIRECTION
S72° 52' 44"E
S78° 28' 26"E
S86° 13' 42"E
N86° 43' 15"E
N80° 44' 17"E
N74° 20' 01"E
N69° 16' 25"E
N05° 18' 59"E
N00° 44' 02"W
N06° 53' 41"W
N15° 33' 58"W
N26° 08' 40"W
N33° 21' 18"W
N52° 52' 53"W
N83° 28' 26"W
POND
CREEKLC EX.
HOUSE
(2,500 SF)
50'
NEUSE
RIPARIAN
BUFFER
50'
NEUSE
RIPARIAN
BUFFER
LONIKER DRIVE
(PUBLIC R/W)
EX.
WELL
EX.
WELL
EX.
CARPORT
(465 SF)
EX.
GARAGE
(1,020 SF)
EXISTING
DOCK
EXISTING
DAM
50.0' WSWB ZONE "2"
20' BUILDING
SETBACK FROM
WSWB BUFFER
30.0' WSWB BUFFER
1-EW
INV=372.0
2-JB
RIM=395.0
INV IN=387.4
INV OUT=387.2
3-DI
RIM=391.0
INV=389.0
246 LF
15" RCP
@ 6.2%162 LF
15" RCP
@ 1%
EX 42" CMP CULVERT 380375
385390395 395375
3753803853903
7
0365370365360 370360
365
370355370
370
365
360
390385380375370375380385390
395352
35750.0' WSWB ZONE "1"
EX 36" CMP CULVERT
10.0'
398
392397
PROP 42" CMP
CULVERT
EXTENSION 46
LF @ 3%
ENDWALL
TOP: 370.2
INV: 364.6
(BURY INV BY 0.7')
CONNECT
TO EX PIPE
INV: 366.0
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.01-15-7465
DB 9676 PG 2291
OFC GROSS
N/F
WILLIAM E. & ANDREA M. COOK
PIN: 1718.01-25-4527
DB 8076 PG 905
SINGLE FAMILY
N/F
JOHN T. JR. & CHRISTA
M. MCELVEEN
PIN: 1718.01-25-7505
DB 11488 PG 1105
SINGLE FAMILY
N/F
CHARLES A. JR. &
ELIZABETH M. MANGANO
PIN: 1718.01-25-9567
DB 4563 PG 43
SINGLE FAMILY
N/F
DAVID C. & MELISSA P. PEARCE
PIN: 1718.01-35-2548
DB 9142 PG 762
SINGLE FAMILY
N/F
HOWARD J. & MARY JANE JUNG
PIN: 1718.01-35-2088
DB 4923 PG 653
SINGLE FAMILY
N/F
TERRENCE & CHRISTINE CAMPBELL
PIN: 1718.14-34-2835
DB 9599 PG 1732
SINGLE FAMILY
N/F
BRUCE & MELANI AVERY
PIN: 1718.14-34-1646
DB 14077 PG 1079
SINGLE FAMILY
N/F
RONALD & GEORGIA WILLIAMS
PIN: 1718.13-24-2751
DB 8530 PG 13
SINGLE FAMILY
N/F
JHD PROPERTIES
PIN: 1718.01-15-8038
DB 9709 PG 2074
SINGLE FAMILY
N/F
MARTEN & STEPHANIE DEVRIES
PIN: 1718.01-35-3320
DB 12289 PG 1059
SINGLE FAMILY
STREAM CROSSING AND BUFFER
IMPACTS TO BE PERMITTED BY USACoE
PLUNGE
POOL 3
PLUNGE
POOL 2
PLUNGE
POOL 1390385380375
37
5 380385390395397 395 392392394393395
RIP RAP 4
PROVIDE MATTING IN
DITCH PER DITCH
REINFORCEMENT TABLE
(TYP THIS SHEET)
ROAD
SECTION
BURY INVERT 8"MAX 3:1MAX 3:1PROP ENDWALL
42" CMP 46 LF @ 3%
EX 42" CMP
CONNECT PROP CULVERT TO EX CULVERT
GREYSON'S POND
9200 HONEYCUTT ROAD
LOT-BY-LOT
SUBDIVISION
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
HONEYCUTT PROPERTY
VENTURES LLC
5805 LEASE LN
RALEIGH, NC 27617
Subdivision Number
GRADING AND
STORM DRAIN PLAN
CE-4
EX. BUILDING 805 SF
(TO BE REMOVED PRIOR
TO MAP RECORDATION,
DEMO PERMIT WILL BE
NEEDED)
CULVERT PROFILE
HORIZONTAL SCALE 1" =30'
VERTICAL SCALE 1" = 3'
EIP
EIP
ECM
EIP
EIP S 89° 53' 07" W
917.74'
S 89° 02' 12" E972.91'N 14° 13' 18" E509.93'N 12° 59' 55" E77.04'S 20° 25' 11" W583.79'S 85° 21' 01" E
317.91'S 02° 41' 30" E246.56'N 01° 08' 31" E63.75'L1 L2 L3 L4 L5 L6
L7
L8 L9L10L11L12L13L
1
4
L15
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
11.46'
18.82'
23.14'
15.02'
17.37'
14.29'
18.43'
21.61'
11.17'
21.54'
24.86'
31.71'
83.54'
13.46'
10.31'
DIRECTION
S72° 52' 44"E
S78° 28' 26"E
S86° 13' 42"E
N86° 43' 15"E
N80° 44' 17"E
N74° 20' 01"E
N69° 16' 25"E
N05° 18' 59"E
N00° 44' 02"W
N06° 53' 41"W
N15° 33' 58"W
N26° 08' 40"W
N33° 21' 18"W
N52° 52' 53"W
N83° 28' 26"W
(PUBLIC R/W
)
POND
CREEKLC EX.
HOUSE
(2,500 SF)
50'
NEUSE
RIPARIAN
BUFFER
50'
NEUSE
RIPARIAN
BUFFER KOUPELA DRIVELONIKER DRIVE
(PUBLIC R/W)
EX.
WELL
EX.
WELL
500' SIGHT DISTANCE430' SIGHT DISTANCE108.8'
EX.
CARPORT
(465 SF)
EX.
GARAGE
(1,020 SF)
EXISTING
DOCK
247.4'
272.3'
216.2'
124.6'
411.2'
391.0'
16.2'
EXISTING
DAM
50.0' WSWB ZONE "2"
15' SIDE BUILDING
S
E
T
B
A
C
K
(TYP)
15' SIDE BUILDING SETBACK
(TYP)
30' FRONT
BUILDING
SETBACK
30' REAR
BUILDING
SETBACK
20' BUILDING
SETBACK FROM
WSWB BUFFER
30.0' WSWB BUFFER
25' TREE & VEGETATION
PROTECTION ZONE
25' TREE & VEGETATION
PROTECTION ZONE
25' TREE & VEGETATION
PROTECTION ZONE
50' TREE & VEGETATION
PROTECTION ZONE
25' TREE & VEGETATION
PROTECTION ZONEN 32
°
20
'
27
"
W288.86
'
S 6
6
°

0
0
'

2
4
"

E
320
.
3
3
'
N 69° 34' 49" W
34.00'C1CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LENGTH
57.53'
175.91'
58.00'
23.16'
196.37'
18.84'
10.09'
50.47'
142.36'
44.67'
22.55'
56.50'
98.76'
78.27'
269.76'
RADIUS
61.50'
61.50'
61.50'
14.50'
177.50'
177.50'
127.50'
127.50'
172.50'
127.50'
127.55'
174.32'
129.46'
170.99'
222.50'
DELTA
053°35'41"
163°52'51"
054°01'58"
091°30'29"
063°23'07"
006°04'49"
004°32'01"
022°40'42"
047°17'01"
020°04'19"
010°07'52"
018°34'09"
043°42'23"
026°13'32"
069°27'56"
CHORD
55.45'
121.79'
55.87'
20.77'
186.50'
18.83'
10.09'
50.14'
138.35'
44.44'
22.52'
56.25'
96.38'
77.58'
253.54'
CHORD BEARING
N06° 22' 40"W
S64° 53' 05"W
S44° 04' 19"E
N25° 20' 04"W
N52° 06' 44"E
N86° 50' 42"E
S87° 50' 52"E
S74° 14' 31"E
N86° 32' 41"W
N79° 50' 58"E
S85° 02' 47"E
N79° 09' 02"E
N88° 09' 55"W
S73° 48' 35"E
N55° 09' 09"E
30'R
20' PROPOSED
DRAINAGE EASEMENT
C2
C
3
C4S 20° 25' 11" W139.29'S 20° 25' 11" W
29.14'
C5
C6C7
C8
C9
S 69° 4
8'

4
8
"

W
87.36'C10S 89° 53' 07" W
180.08'
C11
C12
N 69° 4
8'

4
8
"

E
87.36'
C13
C1
4
N 89° 59' 17" E
222.61'
C15 N 20° 25' 11" E244.40'S 89° 53' 07" W
212.45'380375
385390395 395375
3753803853903
7
0365370365360 370360
365
370355370
370
365
360
390385380375370375380385390
395352
35750.0' WSWB ZONE "1"
10.0'
398
392397
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.01-15-7465
DB 9676 PG 2291
OFC GROSS
N/F
WILLIAM E. & ANDREA M. COOK
PIN: 1718.01-25-4527
DB 8076 PG 905
SINGLE FAMILY
N/F
JOHN T. JR. & CHRISTA
M. MCELVEEN
PIN: 1718.01-25-7505
DB 11488 PG 1105
SINGLE FAMILY
N/F
CHARLES A. JR. &
ELIZABETH M. MANGANO
PIN: 1718.01-25-9567
DB 4563 PG 43
SINGLE FAMILY
N/F
DAVID C. & MELISSA P. PEARCE
PIN: 1718.01-35-2548
DB 9142 PG 762
SINGLE FAMILY
N/F
HOWARD J. & MARY JANE JUNG
PIN: 1718.01-35-2088
DB 4923 PG 653
SINGLE FAMILY
N/F
TERRENCE & CHRISTINE CAMPBELL
PIN: 1718.14-34-2835
DB 9599 PG 1732
SINGLE FAMILY
N/F
BRUCE & MELANI AVERY
PIN: 1718.14-34-1646
DB 14077 PG 1079
SINGLE FAMILY
N/F
RONALD & GEORGIA WILLIAMS
PIN: 1718.13-24-2751
DB 8530 PG 13
SINGLE FAMILY
N/F
BERRY HILL PROPERTIES LLC
PIN: 1718.13-04-7941
DB 9676 PG 2291
SINGLE FAMILY
N/F
JHD PROPERTIES
PIN: 1718.01-15-8038
DB 9709 PG 2074
SINGLE FAMILY
N/F
MARTEN & STEPHANIE DEVRIES
PIN: 1718.01-35-3320
DB 12289 PG 1059
SINGLE FAMILY
390385380375
37
5 380385390395397 395 392392394393395
EX STREAM
EX WETLAND
EX STREAM
EX 42" CMP CULVERT
C9
S 69°
4
8'

4
8
"

W
87.36'
C10
C12
N 69° 4
8'

4
8
"

E
87.36'
C13
C1
4
PROP 42" CMP CULVERT
EXTENSION 46 LF @ 3%
CONNECT
TO EX PIPE
INV: 366.0
PLUNGE
POOL 3
PLUNGE
POOL 2
PLUNGE
POOL 1
EX STREAM
EX STREAM
VICINITY MAP
(NOT TO SCALE)
SITE
GREYSON'S POND
9200 HONEYCUTT ROAD
LOT-BY-LOT
SUBDIVISION
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
HONEYCUTT PROPERTY
VENTURES LLC
5805 LEASE LN
RALEIGH, NC 27617
Subdivision Number
SITE PLAN
PROPERTY LINE
RIGHT-OF-WAY
LEGEND
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
N/F NOW OR FORMERLY
R/W RIGHT OF WAY
MIA MAXIMUM IMPERVIOUS ALLOWED
EIP EXISTING IRON PIPE
ECM EXISTING CONCRETE MONUMENT
TREE LINE
ADJOINER PROPERTY LINE
CE-2
EX. BUILDING 805 SF
(TO BE REMOVED PRIOR
TO MAP RECORDATION,
DEMO PERMIT WILL BE
NEEDED)
SITE DATA
OWNER: HONEYCUTT PROPERTY VENTURES LLC
5805 LEASE LANE
RALEIGH, NC 27617
LOT ADDRESS: 9200 HONEYCUTT ROAD
RALEIGH, NC 27615
PIN: 1718257128
ZONING: R-40-W
LAND USE: SINGLFAM
REFERENCE: DB 16008, PG 0586
WAKE COUNTY REGISTRY
TOTAL ACREAGE:12.23 AC
AFTER ROW DEDICATION:12.09 AC
AREA IN LOTS:12.09 AC
AVERAGE LOT SIZE:2.02 AC
R/W DEDICATION:0.14 AC
PROPOSED PRIVATE STREET:0.74 AC
PROPOSED PRIVATE STREET:1,322 LF
REQ'D MINIMUM LOT SIZE:40,000 SF
PROP. MINIMUM LOT SIZE:40,184 SF
REQ'D MINIMUM LOT WIDTH:110'
PROP. MINIMUM LOT WIDTH:226'
FRONT SETBACK:30'
REAR SETBACK:30'
SIDE SETBACK:15'
CORNER SETBACK:30'
SUBDIVISION NUMBER:S-23-15