20190510 Ver 1_PCN Form Submission_20190418

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190510
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Crystal Springs Stream Crossing
1a. Who is the Primary Contact?*
Wyatt Brown
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
4/18/2019
Nearest Body of Water
Middle Creek
Basin
Neuse
Water Classification
C,NSW
Site Coordinates
Latitude:
35.545865
A. Processing Information
County (or Counties) where the project is located:
Johnston
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.560369
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable venters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
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:
P 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
29 - Residential Developments
F 401 Water Quality Certification - E)press
P 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
19. 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?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
Q Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
O Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Steel Bridge Crossing,LLC
2b. Deed book and page no.:
deed 05095 page 0255
2c. Responsible party:
Lanny Clifton
2d. Address
Street Address
5160 NC Hwy 42 West
Address Line 2
City
Garner
Postal / Zip Code
27529
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
State / Rovince / Fbgion
NC
Country
USA
2f. Fax Number:
r- Yes r No
r- Yes r No

1b. Subdivision name:
(d appropriate)
Crystal Springs
1c. Nearest municipality/ town:
Benson
2. Project Identification
2a. Property Identification Number:
163500-02-7524,163500-04-2266,163500-
15-0145
2c. Project Address
Street Address
1312 Sanders Road
Address Line 2
City
Benson
Postal / Tip Code
27504
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Middle Creek
3b. Water Resources Classification of nearest receiving water:*
C, 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.
030202010903
4. Project Description and History
2b. Property size:
State / Rovinoe / fbgion
NC
Cb ntry
USA
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:*
The eAsting site is open farm fields with woods on the edges and at the rear along Middle Creek. The general land use is farming with subdivisions becoming more predominate in the
surrounding areas.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes F No r Unknown
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Quad.pdf 316.64KB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
soil aerial 1.pdf 565.16KB
4f. List the total estimated acreage of all existing wetlands on the property:
16.17 acres
4g. List the total estimated linear feet of all existing streams on the property:
12985 feet
4h. Explain the purpose of the proposed project:*
This is a subdivision with only one main entrance, there will be the main entrance road with cul-de-sacs on the end and sides. The lots will be individual home sites.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
There will be no wetland impact and only 1 stream crossing on the project. The stream crossing will be to access lots across the creek.
4j. Please upload project drawings for the proposed project.
2019-04-17—CRYSTAL SPRINGS S&E.pdf
17022 -MASTER -IMPACT MAP Final map.pdf
5. Jurisdictional Determinations
Sa. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
Preliminary JD package has been submitted.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r WA
Corps AID Number:
2.52MB
500.83KB
r Unknown

5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Wyatt Brown
Agency/Consultant Company: Brown's Environmental Group, Inc
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes F 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?
No, not to my knowledge.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands R Streams -tributaries V Buffers
F- Open Waters I- Pond Construction
3. Stream Impacts
F
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
?) Jurisdiction* length*
Road Crossing 1 Permanent 77] Culvert UT Middle Creek Perennial Both 3 145
S1 9 Average (feet) (lir�earfeet)
31. Total jurisdictional ditch impact in square feet:
6c. Per or Temp
0
6e. Buffer mitigation required?
31. Total permanent stream impacts:
31. Total temporary stream impacts:
145
0
31. Total stream and ditch impacts:
No
145
5,025
3j. Comments:
Of the 160 ft of stream impact, 15 feet will be rip rap placed flush with the channel bottom, so 145 feet permanent impact and 15 feet flush rip rap.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
(heck 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
culvert road crossing
P 11
Ui Middle Creek
No
6,545
5,025
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 6,545.00 5,025.00
Zone 1 Zone 2

Total combined buffer impacts: 6,545.00 5,025.00
6i. Comments:
Supporting Documentation
17022 -MASTER -IMPACT MAP Final map.pdf 500.83KB
2019-04-18—CRYSTAL SPRINGS (2).pdf 2.54MB
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:
We are installing 7421 linear feet of road and providing approximately 115 single home building lots and are impacting no wetlands and only 1 stream
impact due to a road crossing. We are using head walls to minimize or shorten the stream impact. We cannot turn the road upstream to avoid the
stream impact because we will loose up to 6 building lots making the project not feasible.
tb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Care will be taken to impact fewtrees as possible to construct the road crossing, work will not be done in periods of high flowor when rain is expected.
Bare soil areas Will be stabilized with a ground cover at the end of the work day.
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:
Our total impact is 145 linear feet, less than the 150 feet threshold.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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?
O Yes C No
What type of SCM are you providing?
m Level Spreader
m Vegetated Conveyance (lower SHWT)
❑ Wetland Swale (higher SHWT)
❑ Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flowthrough 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:
The site is 15% impervious.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federallstatellocal) 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 (15A NCAC 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.
This is a one time built S/D with no future plans to e>pand. All septic will be on-site and previously installed County water will be utilized.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r- Yes r No M 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 f. No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes t. No
5d. Is another Federal agency involved?*
C Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r- No
59. 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?
Natural Heritage
Consultation Documentation Upload
NC Natural Heritage Program_ Payment_ Receipt.pdf 102.44KB
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?*
NOAA Habitat Conservation Essential Fish Habitat Mapper
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?*
SHPO HPOWEB GIS Data
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?*
FEMA Flood Maps
Miscellaneous
Comments
Miscellaneous attachments not previously requested.

Signature'
m 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:
Wyatt Brown
Signature
Date
4/18/2019

February 3, 2019
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Ross Sullivan
Re: Crystal Springs Property, Johnston County
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon
the property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of
the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. The property's PIN
numbers are, #163500-02-7524, 163500-04-2266, 163500-15-0145.
Also, Mr. Wyatt Brown of Brown's Environmental Group, Inc. has my permission to act as my agent on
this property concerning wetlands and streams.
Lanny Clifton
Steel Bridge Crossings, LLC

USGSTile
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* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the information represented here.

LEGEND
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INLET N <\
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294 _N (TYP) 26 ` / I \ \ 1\
NOTES 270-
EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF GRADING,
EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. THE EROSION CONTROL
DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL IS
APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
ALL DITCHES, CHANNELS, ETC. SHALL BE STABILIZED ACCORDING TO THE GROUND STABILIZATION SCHEDULE.
THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF ADJACENT STREAMS OR
OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS PROJECT.
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING STATE OF REPAIR UNTIL
THEIR USE IS NO LONGER WARRANTED. ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH
RAINFALL EVENT. PRIOR TO THE REMOVAL OF ANY DEVICE, THE CONTRACTOR SHALL CONTACT JOHNSTON
COUNTY PUBLIC UTILITIES FOR AN INSPECTION.
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL EROSION
CONTROL MEASURES TO BE APPLIED.
SILT FENCE AND/OR ALTERNATE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED
BELOW DISTURBED AREAS AS NEEDED TO PREVENT SEDIMENT LOSS.
THE DRIVEWAY PIPES WILL NOT BE INSTALLED AT THIS TIME.
IF THE SITE CONDITIONS CHANGE DURING CONSTRUCTION RELATIVE TO SITE DRAINAGE PATTERNS, IT WILL BE
NECESSARY TO RECHECK RECOMMENDED PIPE SIZES.
NC PIN # 163500-02-7524, 163500-04-2266, 163500-15-0145
DISTURBED AREA = 39.00 ACRES
a
w
100' MINIMUM
a
w
2"-3" DIA.- 1 w
COARSE AGGREGATE
6" MIN. DEPTH
CONSTRUCTION ENTRANCE
NOT TO SCALE
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR CONSTRUCTION ENTRANCE
INSTALL THE CONSTRUCTION ENTRANCE BEFORE CLEARING/STRIPPING BEGINS ON THE SITE.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
REMOVE THE CONSTRUCTION ENTRANCE AT THE TIME THAT GRADING ON THE SITE IS COMPLETED AND THE SITE
HAS AN ESTABLISHED, VEGETATIVE COVER.
CONSTRUCTION SEQUENCE \ I % / I / / / \ \37 LLDISTUBED
IMTSR(TMP)
28///
1. PRIOR TO THE START OF LAND DISTURBING ACTIVITIES, CONTACT JESSICA BATTEN WITH JOHNSTON o
COUNTY PUBLIC UTILITIES AT [phone]. SCALE: 1 = 120' \ \ , #2�` / r / N
2. INSTALL RAIN GAUGE ON SITE. 60 1 0 240 \ \ 29 / #
GN
3. INSTALL THE CONSTRUCTION ENTRANCE PRIOR TO THE START OF CONSTRUCTION. \ \ \ �, ( 82 30 0 / 36
4. INSTALL SEDIMENT FENCE I I I / I l / \ \ I TRAP #18
31 / (I
5. CLEAR THE AREAS NECESSARY TO INSTALL SEDIMENT TRAPS AND THE TEMPORARY DIVERSIONS. I I •/ �O OUTLET PROTECTION \ TR #11/
l_ ' ,Y.
6. TRAPS AND DIVERSIONS SHOULD BE SEEDED, MULCHED, AND ANCHORED IMMEDIATELY UPON
CONSTRUCTION.
7. STRIP AND STOCKPILE TOPSOIL. INSTALL SEDIMENT FENCE AROUND THE LOWER HALF OF ALL
STOCKPILED STRIPPINGS.
8. ROUGH GRADE THE ROADWAY AND INSTALL STORM DRAIN.
9. FINE GRADE AND PAVE THE STREET.
10. FERTILIZE, SEED, STRAW, AND TACK ROADSIDE SHOULDERS AND DITCHES.
11. INSTALL ROADSIDE DITCH LINING MATERIAL.
12. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY AND
AFTER EVERY SIGNIFICANT RAINFALL EVENT DURING THE CONSTRUCTION PROCESS.
13. DEVELOPER SHALL CONTACT ENGINEER FOR THE REMOVAL OF THE SEDIMENT TRAPS.
OME WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABL
ERVICES COULD EXIST ALONG THE CONSTRUCTION ROUTE THAT
AY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL B
ESPONSIBLE FOR NOTIFYING THE PROPER UTILITY IN ADVANCE
D LOCATE THESE SERVICES.
REVISION 001: ADDRESS N.C.D.O.T. COMMENT - 10/3/18
� I (3)2-OLITLET PROTECTION 1
4'L X 3'W X 12"T
3 3 3 5
� I
�l
N
STORMWATER MANAGEMENT
AND
SEDIMENT AND EROSION CONTROL
FOR
CRYSTAL SPRINGS SUBDIVISION
PLEASANT GROVE TOWNSHIP - JOHNSTON COUNTY, N.C.

_ Pipe #4 —
7—-� —\ 125.16 LF — —
\ 30" RCP @ 4.079 —
��� W/ FES EACH END
— INV. IN -230.37
INV. OUT -225.27 i
DA=11.02AC --
\ ZONE 2 \ \ \ \ \ O — -
—ZONE 1—
ZONE
ZONE
/ Az
PLAN SCALE: 1" =60' -� / CIO
8.50' 1 O
In
+
O
��- 270
INLET WING WALL
NOT TO SCALE 260
8.50'----1 250
40
240
10'L X /
RIP RAP
(TO BE I
OUTLET WING WALL WITH THE
NOT TO SCALE 230
220
MAIL KIOSK \ pyq�
/ ONE 2 IMPACVT ?
ZONE 1
-� I /
STREAM IMPACT -240 _ � I I I Q I I I
L ZONE 2 IMPACT—
i
O
O)
O
0
O
O
N O
O0
O
O
O
+
+
+
r +
+
+
+
+
O
O
N
N N
N
V)
ro
Job: 17022 Date: 3/12/19 Revision:
File: 1 7022—MASTER Drawn: RVM Sheet: 2 OF 2
Lu
W
W
U)
PROPOSED
ROAD
TOPO
2'
2'
EXISTING
.5'W X 12"T
GROUND
DISSIPATOR PAD
JSTALLED FLUSH
STREAM) i�
�
5.40'
STREAM CHANNEL
5'L X 7.5'W X 12"T
30" RCP
RIP RAP DISSIPATOR PAD
(NOTE: 25%
(TO BE INSTALLED FLUSH
STREAM CHANNEL
BURIED)
WITH THE STREAM)
Cq
O
`n
�
o
N
N
to
N
N
n
0)
N
t7
N
N
N
N
N
0+00 0+50 1+00 1+50 2+00 2+50 3+00
270
260
250
240
TOP OF
STREAM
BED
10'L X 7.5'W X 12"T
RIPRAP DISSIPATER PAD
TO BE INSTALLED FLUSH
WITH THE STREAM BED
42" RCP BURIED 25%
INTO STREAM BED
5'L X 75W X 12"T
RIPRAP ENTRANCE PAD
TO BE INSTALLED FLUSH
WITH THE STREAM BED
TYPICAL CULVERT INSTALLATION DETAIL
NOT TO SCALE
RIPARIAN BUFFER IMPACT
ZONE 1
ZONE 2
6,545.07 SF.
5,025 SF.
STREAM BED IMPACT
TOTAL STREAM BED IMPACT
160 L.F.
CULVERT AND ENDWALL IMPACT
145 L.F.
INLET AND OUTLET PROTECTION IMPACT
15 L.F.
IMPACT MAP
230
OF
PIPE #4 STREAM CROSSING
FOR
CRYSTAL SPRINGS SUBDIVISION
PLEASANT GROVE TOWNSHIP - JOHNSTON COUNTY, N.C.
220
Dalton Engineering
and Associates, P. A.
446 East Main Street [phone]
P.O. Box 426 Fax [phone]
Clayton, NC 27520
Job: 17022 Date: 3/12/19 Revision:
File: 1 7022—MASTER Drawn: RVM Sheet: 2 OF 2

_ Pipe #4 —
7—-� —\ 125.16 LF — —
\ 30" RCP @ 4.079 —
��� W/ FES EACH END
— INV. IN -230.37
INV. OUT -225.27 i
DA=11.02AC --
\ ZONE 2 \ \ \ \ \ O — -
—ZONE 1—
ZONE
ZONE
/ Az
PLAN SCALE: 1" =60' -� / CIO
8.50' 1 O
In
+
O
��- 270
INLET WING WALL
NOT TO SCALE 260
8.50'----1 250
40
240
10'L X /
RIP RAP
(TO BE I
OUTLET WING WALL WITH THE
NOT TO SCALE 230
220
MAIL KIOSK \ pyq�
/ ONE 2 IMPACVT ?
ZONE 1
-� I /
STREAM IMPACT -240 _ � I I I Q I I I
L ZONE 2 IMPACT—
i
O
O)
O
0
O
O
N O
O0
O
O
O
+
+
+
r +
+
+
+
+
O
O
N
N N
N
V)
ro
Job: 17022 Date: 3/12/19 Revision:
File: 1 7022—MASTER Drawn: RVM Sheet: 2 OF 2
Lu
W
W
U)
PROPOSED
ROAD
TOPO
2'
2'
EXISTING
.5'W X 12"T
GROUND
DISSIPATOR PAD
JSTALLED FLUSH
STREAM) i�
�
5.40'
STREAM CHANNEL
5'L X 7.5'W X 12"T
30" RCP
RIP RAP DISSIPATOR PAD
(NOTE: 25%
(TO BE INSTALLED FLUSH
STREAM CHANNEL
BURIED)
WITH THE STREAM)
Cq
O
`n
�
o
N
N
to
N
N
n
0)
N
t7
N
N
N
N
N
0+00 0+50 1+00 1+50 2+00 2+50 3+00
270
260
250
240
TOP OF
STREAM
BED
10'L X 7.5'W X 12"T
RIPRAP DISSIPATER PAD
TO BE INSTALLED FLUSH
WITH THE STREAM BED
42" RCP BURIED 25%
INTO STREAM BED
5'L X 75W X 12"T
RIPRAP ENTRANCE PAD
TO BE INSTALLED FLUSH
WITH THE STREAM BED
TYPICAL CULVERT INSTALLATION DETAIL
NOT TO SCALE
RIPARIAN BUFFER IMPACT
ZONE 1
ZONE 2
6,545.07 SF.
5,025 SF.
STREAM BED IMPACT
TOTAL STREAM BED IMPACT
160 L.F.
CULVERT AND ENDWALL IMPACT
145 L.F.
INLET AND OUTLET PROTECTION IMPACT
15 L.F.
IMPACT MAP
230
OF
PIPE #4 STREAM CROSSING
FOR
CRYSTAL SPRINGS SUBDIVISION
PLEASANT GROVE TOWNSHIP - JOHNSTON COUNTY, N.C.
220
Dalton Engineering
and Associates, P. A.
446 East Main Street [phone]
P.O. Box 426 Fax [phone]
Clayton, NC 27520
Job: 17022 Date: 3/12/19 Revision:
File: 1 7022—MASTER Drawn: RVM Sheet: 2 OF 2

LEGEND
OUTLET PROTECTION
SEDIMENT TRAP ® (1 ?off / /\�\\� \\ i 2'L x 2'w x 12�r
PROPOSED ROAD \ 1 I // / \�V g 2 �/"I -OUTLET PROTECTION-? 2\ \\� ��// �_ I 1g6,
LIMIT OF DISTURBANCE �\ \�` 1I /� / ✓ �4'L X 3'W x 12"T
r r- X20,\\\\\_���i_ `\ l 2000-
DIVERSION DITCH �/ �// I ( / TRAP #29
TEMPORARY DIVERSION DITCH - > - > - > - > / `
CONSTRUCTION I DISTURBED - _
/ / / LIMITS (TYP)� \ ?`3p -� \ DISTURBED \ �- �- \ \
CONSTRUCTION ENTRANCE / ( \ \ --\ I /� � / /TRAP#28 \ ( �� 210_ ✓z \\ \
ENTRANCE - # i J \ ��\
SEDIMENT FENCE W OUTLET / j /°' �� I / / cH#63 \ _�j �O IGH 5� LIM�TS (TYP)- \\� ✓ / ����y���`- ! > /
SEDIMENT FENCE w / 1 / \ �O / \
/ STABILIZED OUTLET (TYP) /��/ /
LIMIT OF 69
SEDIMENT FENCE DISTRUBANCE OUTLET PROTECTION
PIPE OUTLET PROTECTION APRON I ��1\\�I\ / ��� , °o. \ 11 I / g� �� I / / �/ 73 P #27 4'L x 2'w x 12'r /
° �� I L
\
OUTLET PROTECTION �8\
\\\
RIPARIAN BUFFER
L X 2'W X 12"TCHECK DAM 3'(NOTE:
50 MEASURED
ARC INLET PROTECTION /�� o o \ \ \ FROM TOP OF BANK)
I / / OUTLET PROTECTION I / /� _21 l TRAP #26
103 3'L X 3'W X 1 110 I / / I (/ / 230 \ L \ \
TYPICAL LOT CLEARING PLAN �' / I / ///%/-��� 1 74 °y \ / �� - \ \�
NOT TO SCALE II I / I I l J // 19 4 \ f / �\� 6 7
lI \ � 1 1 N \
1 02 \ (/ U U ' ) / / �) // \ I I // / �'� / s TRAP #24 OUTLET PROTECTION, 64
/ \ // ` �� \ IV A i �$.� 3'L X 2'W X 12"T \
104 \ J / / 89 / �� ✓i. �\ � . ,IIIA I 6 � I / / - �� �
"/ OUTLET PROTECTION _� / 7.5
TRAP #23 \ OUTLET PROTECTION �
j // TRAP #30 \ J CH#6, / /� /� �� 4 L X 3;'W X 12"T /� / J / 6 6 24 4'L X 3'W X 12"T
0 CH 7 I /�o 230 220
76
\
101
TRAP
. _ Y _ \\
a0 0 9 5 0 �� N �� OUTLET PROTECTION / / 7 7 250 /
� ai `L� � \ \ I I ( �/4'L X 3'W X 12"T
106 _ / \ \ 240-
_ \ 10o�'j/ , / o _III �� I
ca OUTLET PROTECTION
OUTLET PROTECTION- = 5'L X` J X 121 6 2
PROTECTION I\ \ 2'L X 2 W X 12"T V \ \ \ I I I I I / / /
3'L X 2'Wi X( 12"T \ \ \ I Pipe #4
125.16 LF - ///
3 \ 8 6 - 8 5 / \ \ 30" RCP ® 4.079 / / / \ y' 'rte'\ \ ,240 I /
P�''Pg`c EZ 8 7\ \ TEMP. DIVERSION 8 4 ` �'` I / W/ FES EACH END / O 260 \ TRAP'I#22 \ !\ N / j
I I \ ps O \ DITCH (TYP) - \ l INV. 1N-230.37 79
I R� � I l INV. OUT -225.27 / G� \ 6 1 `SO / �� ✓ ��j� \ \_- ��
l l I I I I I (NOT RIP,gR1A1V B 05 260 \ 8 3 // DA=11.02AC \ \ OUTLET PROTECTION
OUTLET PROTECTION I /3'L X 3'W X 12"T�-
/ 044
I I \ ROM EASUR \ /� // //% ���///�
\ TOP ED ` 6'L X 5'W X 12"T OUTL o LAT=N035.545865
of BANK) \ 1148 l _ f 9 6 J )1o'L 7.5'W x 12 T N LONG=W078.560639 \ OUTLET RP OTECTION
I I �6 /\/ ' 1 O 59 OUTLET PROTECTI I 1/14'L X 3'W X 12"T \��
M o \ \ 1 \ O M / r
1 15 1 12 \-- cN#, 1 5 8
1 14 1 13 TRAP #12 N / / O 6'L X 5'W x , 2"T= _ =220 -)
\ y D \\ 9 7 TRAP #10 2 n I o I J I
OUTLET PROTECTION
OUTLET PRON I ( # TRAP #1 / I TRAP #21 23 43 ) I I 1
TECTION \ \ / /
I \ '4'L X 3'W X 12"T \\ �x s w\ 12"T I 98 O cH �2 cH s v Q�`Pse / f 45
OUTLET PROTECTION
P/PE #1 \ ?80 \ \ / \ TRAP #11 \ # 6'L X 5'W X 12"T / / / l l
\ 56.00 LF - \ \ \ \ / 109 �+ TRAP #9 CH 1 / V ` _ / O Pipe #7 ?�o NOTE: CONTRACTOR_
(� j /I 18" RCP ®1.009 \ \ \\ �� \ rN9 \ 17 ( / / 5 6 / / ` / // WILL CREATE DITCH
\ \ TRAP #13 I C+ ti� G 40.00 LF - /
_.1 a W/ FES EACH END / //
Pipe #3 ` h'1kj) '`°j 60, 50 / L W 4 FES E 0 1 END 46 i
\ m, INV. 1N-281.23 \ 32.00 LF - ► \ �.`b �` / 2� �� j G / i / �i
INV. OUT -280.67 \ \ i 1 6 - 0:�//INV. 1N -256.20i L-1 OUTLET PROTECTION TRAP #8 18" RCP Cs� 1.259 (\TEMP. DIVERSION J �/� INV. OUT -255.80 /
ENTRANCE U TEMP. DIVERSION = 8'L X 6'W X 12"T W/ FES EACH END DITCH (TYP) O +' S DA=1.57AC - �-
�� CH #3 TRAP #3 DITCH TYP \ INV. 1N-255.80�\� \ l ryoTRAP #14 / / L \ ^� �\\ \
\ (TYP)- TRAP #6 TRAP #7 / / / INV. OUT ?\ �\i` \ 1 -y
r�l� / / 42
/ a DA=3.25AC \ \ CH 14, / Cy7 'OUTLET PROTECTION 54 - 50 47 -°� cy#3 ?So
\ TRAP #2 G�, \ f # S� 6'/y 5'L X 4'W X 12"T
EON
y 0 250 -� 5'L X 4'W X 12"T V� \
\ \ CH# 5 N 53 OUTLET PROTCTI\
n
\ \ TRAP #1 \ \ \ i9 \ \ \ - _�ti �/ 2 1 OUTLET PROTECTION ti� 52 Cy'3 41 \ \�
Q I 1I TRAP #4 RAP #5 ?gD ® 14 \ \ -� Q % 6'L X 5'W X 12"r s 48 4 6 \
1 �_ \ \ \ \ � / \ O ` \ \ \ \ Q� / V / _OUTLET PROTECTION 2 \ \
\ \ Z OUTLET PROTECTION \ INLET PROTECTION�I Pie 2 / __1 \ \ \\ 22 C \ / / 6'L X 5'W X 1\2"T TRAP #20 I 1
\ Q \ (TYP) P # \ \ \ \ Pipe #5 1 'y�l`2 \ Pipe #6 OUTLET PROTECTION/ C \ I I
6'L X 5'W X 12"T `� 48.00 LF - / i 13 \ \ \ 48.00 LF - 56.00 LF - 51 4'L X 3'W X 12"r y'32
\ \ 1 \ 4 5 \ 6 24 " RCP 1.049 11 \ \ 18" RCP @ 2.779 2 3 24 " RCP ® 0.89Z
\DISTURBED 8 W/ FES EACH END 12 I W FES EACH END O / \ I
LIMITS (TYP) \ \ ` INV. IN -267.50 1 1 O \ \ \ / o W/ FES EACH END ` 50
\ \) I ?80� INV. OUT -267.00 O \ \ INV. 1N-255.37 TRAP #16 INV. 1N-257.50 TRAP #19
f \ \ \ INV. OUT -254.04 24 \ / INV. OUT -257.00
DA= 7.69AC \ / DA= 0.60AC - O =2.7JA C
2 5 TRAP #17 cy V� G� ^� 3 9 -� rn1
290> � � -J � / � / / // � -� \ � INLET PROTECTION
(TYP) 26 270-
294 ` / \ \ \ 1
NOTES
EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF GRADING,
EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. THE EROSION CONTROL
DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL IS
APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
ALL DITCHES, CHANNELS, ETC. SHALL BE STABILIZED ACCORDING TO THE GROUND STABILIZATION SCHEDULE.
THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF ADJACENT STREAMS OR
OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS PROJECT.
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING STATE OF REPAIR UNTIL
THEIR USE IS NO LONGER WARRANTED. ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH
RAINFALL EVENT. PRIOR TO THE REMOVAL OF ANY DEVICE, THE CONTRACTOR SHALL CONTACT JOHNSTON
COUNTY PUBLIC UTILITIES FOR AN INSPECTION.
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL EROSION
CONTROL MEASURES TO BE APPLIED.
SILT FENCE AND/OR ALTERNATE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED
BELOW DISTURBED AREAS AS NEEDED TO PREVENT SEDIMENT LOSS.
THE DRIVEWAY PIPES WILL NOT BE INSTALLED AT THIS TIME.
IF THE SITE CONDITIONS CHANGE DURING CONSTRUCTION RELATIVE TO SITE DRAINAGE PATTERNS, IT WILL BE
NECESSARY TO RECHECK RECOMMENDED PIPE SIZES.
NC PIN # 163500-02-7524, 163500-04-2266, 163500-15-0145
DISTURBED AREA = 39.00 ACRES
a
w
100' MINIMUM
a
w
2"-3" DIA.- 1 w
COARSE AGGREGATE
6" MIN. DEPTH
CONSTRUCTION ENTRANCE
NOT TO SCALE
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR CONSTRUCTION ENTRANCE
INSTALL THE CONSTRUCTION ENTRANCE BEFORE CLEARING/STRIPPING BEGINS ON THE SITE.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
REMOVE THE CONSTRUCTION ENTRANCE AT THE TIME THAT GRADING ON THE SITE IS COMPLETED AND THE SITE
HAS AN ESTABLISHED, VEGETATIVE COVER.
CONSTRUCTION SEQUENCE \ I % / - I / / / \ \37 LDIMTSR(TYP)
l� I,/r28 N//
1. PRIOR TO THE START OF LAND DISTURBING ACTIVITIES, CONTACT JESSICA BATTEN WITH JOHNSTON � / � \ V y l / o
COUNTY PUBLIC UTILITIES AT [phone].SCALE: 1 = 120' \ \ , #?�` / r / N
�\ 1 29
2. INSTALL RAIN GAUGE ON SITE. 6 60 1 0 240 f
��#29 3 6
3. INSTALL THE CONSTRUCTION ENTRANCE PRIOR TO THE START OF CONSTRUCTION.82
/36
4. INSTALL SEDIMENT FENCE I I I / I / / \ \ I TRAP #18
/31 �/ (I
5. CLEAR THE AREAS NECESSARY TO INSTALL SEDIMENT TRAPS AND THE TEMPORARY DIVERSIONS. I (I •/ �o OUTLET PROTECTION \ TRAP #11/
\ 1 I III (1. lti ' ,Y. _ /
6. TRAPS AND DIVERSIONS SHOULD BE SEEDED, MULCHED, AND ANCHORED IMMEDIATELY UPON
CONSTRUCTION.
7. STRIP AND STOCKPILE TOPSOIL. INSTALL SEDIMENT FENCE AROUND THE LOWER HALF OF ALL
STOCKPILED STRIPPINGS.
8. ROUGH GRADE THE ROADWAY AND INSTALL STORM DRAIN.
9. FINE GRADE AND PAVE THE STREET.
10. FERTILIZE, SEED, STRAW, AND TACK ROADSIDE SHOULDERS AND DITCHES.
11. INSTALL ROADSIDE DITCH LINING MATERIAL.
12. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY AND
AFTER EVERY SIGNIFICANT RAINFALL EVENT DURING THE CONSTRUCTION PROCESS.
13. DEVELOPER SHALL CONTACT ENGINEER FOR THE REMOVAL OF THE SEDIMENT TRAPS.
OME WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABL
ERVICES COULD EXIST ALONG THE CONSTRUCTION ROUTE THAT
AY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL B
ESPONSIBLE FOR NOTIFYING THE PROPER UTILITY IN ADVANCE
D LOCATE THESE SERVICES.
REVISION 001: ADDRESS N.C.D.O.T. COMMENT - 10/3/18
� I (3)2OUTLET PROTECTION 1
4'L X 3'W X 12"T
3 3 X 3 5 � � 1 J/1 1 I�//off/�
PA3N
STORMWATER MANAGEMENT
AND
SEDIMENT AND EROSION CONTROL
FOR
CRYSTAL SPRINGS SUBDIVISION
PLEASANT GROVE TOWNSHIP - JOHNSTON COUNTY, N.C.

4/18/2019
NC Natural Heritage Program: Payment: Receipt
NC Natural Heritage Program
Your Order
Quantity Item
1 Id: NCNHDE-8779 Title: Crystal Springs stream crossing
Project Type: Development/Redevelopment, Residential
Unit
Print This Page
Price
$100.00 USD 100.00
Total USD 100.00
This order is now complete. Transaction approved!
Here is your receipt:
TRANSACTION RECORD
NC NATURAL HERITAGE PROG
121 W ]ONES ST
RALEIGH, NC 27699
United States
WWW.NCNHP.ORG
TYPE: Pre -Authorization
ACCT: Visa $ 100.00 USD
CARDHOLDER NAME Wyatt Lane Brown
CARD NUMBER ############2833
DATE/TIME 18 Apr 19 15:20:49
REFERENCE # 001 0725117 M
AUTHOR. # 05083G
TRANS. REF. 190
Approved - Thank You 100
Please retain this copy for your records.
Cardholder will pay above amount to
card issuer pursuant to cardholder
agreement.
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4/18/2019
NC Natural Heritage Program
NC Natural Heritage Program: Payment: Receipt
Secure Payment provided by First Data Corp.
https://checkout.globalgatewaye4.firstdata.com/paymentlfinal_receipt?merchant=WSP-DENR-dmVxoQCxcw&servdt5=2 2/2