20200411 Ver 1_PCN Form Submission_20200325

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial 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?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200411
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Robb Mairs:eads\rlmairs2
Information for Initial Review
1a. Name of project:
COURTESY COPY- United Rentals
1a. Who is the Primary Contact?*
Rick Campagna
1b. Primary Contact Email:*
[e-mail]
Date Submitted
3/25/2020
Nearest Body of Water
Spring Branch
Basin
Cape Fear
Water Classification
C;Sw
Site Coordinates
Latitude: Longitude:
34.252600-77.856416
A. Processing Information
County (or Counties) where the project is located:
New Hanover
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W 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?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
Reviewing Office*
Wilmington Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
U

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
r Non-404 Jurisdictional General Permit
r Individual Permit
18 - Minor Discharges
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes IT 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
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes IT No r Unknown
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
The Camp Group LLC
2b. Deed book and page no.:
Book 5657 pages 2350-2353
2c. Responsible party:
Rick Campagna
2d.Address
Street Address
311 Judges Road
Address Une 2
Suite 12F
aty
Wilmington
Postal / Zip Code
28405
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Province / legion
NC
Country
United States
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Paul Masten
4b. Business Name:
Terrain Environmental Consulting PLLC
4c.Address
Street Address
2014 Wrightsville Avenue
Address tine 2
city
State / Rovince / legion
Wilmington
NC
Postal / Zip Code
Country
28403
United States
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
agent authorization_signed.pdf 27.45KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Wilmington, NC
2. Project Identification
2a. Property Identification Number:
R05006-001-009-000
2c. Project Address
Street Address
5919 Market Street
Address tine 2
City
Wilmington
Postal / Zip Code
28405
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Spring Branch
3b. Water Resources Classification of nearest receiving water:*
C;Sw
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300070808
4. Project Description and History
2b. Property size:
6.1
Slate / Ravine / legion
NC
Country
United States
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 project site currently operates as United Rentals, an equipment rental company. The site contains an existing storeroom building vdth gravel area for equipment storage/laydown.
The site also contains undeveloped area.
The project site is located in an area of New Hanover County that is densely developed vdth commercial and light industrial uses along Market Street Wth residential subdivisions located
further off Market Street. The properties adjoining the project site are developed with commercial and light industrial uses.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)

Fig 2 - topo.pdf
2.16MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
New Hanover County soil survey.pdf 1.52MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.2 acres
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The purpose of the project is to expand the equipment storage/laydown capacity for the existing equipment rental company to accommodate anticipated increase in demand driven by
planned renovation projects at Camp Lejeune. A new road access off of Judges Road Will also be constructed to allowadditional access to the project site. This will result in an increase
in built -upon area which Will require modifying the existing stornmeter treatment basin which is resulting in the proposed wetland impact. The existing stornmoter basin is adjacent to the
wetland and other areas adjacent to the basin on the property are in use.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Grading and earth -moving machinery and equipment Will be used to perform the basin expansion, create the additional rental equipment storage areas and construct the new access
road off of Judges Road. Storm drain pipes Will be reinforced concrete. New built upon area for equipment storage will be asphalt.
4j. Please upload project drawings for the proposed project.
Wetland Impact Exhibit A.pdf 1.88MB
general site figures.pdf 8.01 MB
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:
Jurisdictional delineation was performed by Terrain Environmental on 12/17/19
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:
SAW-2020-00115
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Paul Masten
Agency/Consultant Company: Terrain Environmental Consulting, PLLC
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
5d1. Jurisdictional determination upload
6. Future Project Plans
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?
None
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
!a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) �2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
_11
t
t1::Trmwater basin P Small -Basin Wetland :�]WA No Both 0.098
(acres)

2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.098
2g. Total Wetland Impact
0.098
2h. Comments:
The proposed impacts are associated with expanding the existing stormwater basin that is currently on the project site treating runoff from existing
built -upon area. The impacts include additional footprint for the basin expansion, and installation of inflow pipe and swale, both of which will flow into
the expanded basin. Other areas adjacent to the existing basin on the project site are currently developed.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Approximately 0.102 acres of the wetland have been avoided.The size of expanded stormwater pond was designed at the smallest footprint possible to
be able to treat the additional stormwater runoff and the pipe and stormwater conveyance swale going through the wetland were designed for the
smallest footprint possible that Will allowfor proper transport of runoff from the additional built -upon areas. The elevations of the permanent pool and
bottom of inflow swales are both well above the bottom of the adjacent ditch feature which will eliminate additional drainage effects resulting from the
basin expansion on the remaining/avoided wetland.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Sedimentation and erosion control measures, such as silt fence and temporary seeding, will be used to avoid unpermitted impacts during construction.
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:
Wetland impacts do not exceed 0.1 acres
F. Stormwater Management and Diffuse Flow Plan (required by DWR) C^)
1. Diffuse Flow Plan
la. 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
If no, explain why:
The project is located in the Cape Fear River basin which does not have NC Riparian Buffer Protection Rules.
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 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
2d. Which of the following stormwater management program(s) apply:
r Local Government I7 State
State Stormwater Programs
r Phase II
r HWQ or ORW
R Coastal Counties
r Other
Comments:
The expansion of the existing stornwter basin is being designed by Paramounte Engineering and will be reviewed for approval by NCDEQ.
G. Supplementary Information
1. Environmental Documentation
la. 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 21-1.1300), 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.
The project site is located in an area that is already heavily developed and its the proposed activities would not warrant additional growth to service
them.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r- Yes r Nor WA
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 r- Unknown
5e. Is this a DOT project located within Division's 1-8?
(- 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
5g. Does this project involve bridge maintenance or removal?
(- Yes r No
5h. 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?
Review of USFWS website for species listings in New Hanover County, review of NC Natural Heritage Program listings of element occurrences and
observations of habitats during the wetland delineation.
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?*
NCDMF and NMFS websites
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?*
NCSHPO HPOweb
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 Map No. 3720314800K

Miscellaneous
U
Comments
Miscellaneous attachments not previously requested.
Preliminary ORM Data Entry Fields for New Actions.pdf
36.03KB
Signature u
FI 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:
Paul Masten
Signature
Date
3/25/2020

Letter of Authorization
I, Rick Campagna, authorize Terrain Environmental Consulting, PLLC to act as our limited agent
to coordinate with the U.S. Army Corps of Engineers and North Carolina Department of
Environmental Quality for the purposes of jurisdictional delineations, regulatory agency
coordination and environmental permitting associated with the project site located at 5919
Market Street, Wilmington, NC.
Authorization will terminate on either final agency action or upon written notification from either
party involved.
Client name:
Client Address:
Client Phone:
Client Email:
Signature
1-�f
Date
Rick Campagna
-3 t I ' uVmvs (ZA
et) (-t' t2^ F
V tQrl1 %.Al'of) I
910-612-9116
[e-mail]

Figure 2 - USGS Topography4-Parcel PropertyMarket StreetWilmington, NC
0 400Fe et
December 2019NAD83 N C StatePlaneThis map is for reference only.t
Service Layer Credits: USGS The National M ap: National Boundaries Dataset, 3D EPElevation Program, Geographic N am es Inform ation System, National Hydrography D ataset,National Land Cover Database, National Structures Dataset, and National Transportation
New Hanover
Legend
Project Site
New Hanover County Soil SurveyUnited Rentals 5919 Market StreetWilmington, NC
0 500Fe et March 2020NAD83 N C StatePlaneThis map is for reference only.t
Project Site
Service Layer Credits:
New Hanover
SITEJUDGES RD - SR 2127DAY LILLY DRTOUCH ME NOT DRGLORYCTALBEMARLE RDALBEMARLE RDMARKET ST - US HWY 17 NORTHCRESTWOODDRCARDINAL DR EXTENSIONMORNING17EIPXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLPLPLPLPLPLPDIRIM=36.26OUT=32.81DIRIM=35.35IN=32.15OUT=31.57INV=26.3518" CPP18" CPPX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXPOSSIBLE DINOT FOUNDRACKSGAS TANKIRFIPFIRFPKFIPFIRFIRFIRFPAVMENTGRAVELCONCRETEWILMINGTON HO RE LLCR05006-001-005-000DB 6149, PG 2280NO PLATZONING: RBLAND USE: CAR DEALERSHIPPCMT HOLDINGS LLCR05006-001-021-000DB 6011, PG 940MB 62, PG 129ZONING: LILAND USE: AUTO MECHANICWILMINGTON HO RE LLCR05006-001-003-000DB 6149, PG 2280NO PLATZONING I-1MB 52,PG 118ZONING: I-1LAND USE: STORAGE FACILITYFILIPPINI FAMILY LTD PTNRPR05006-001-09-000DB 2180, PG 565ZONING: LILAND USE: EQUIPMENT RENTALFILIPPINI FAMILY LTD PTNRPR05006-001-011-000DB 1291, PG 1072ZONING: LILAND USE: EQUIPMENT RENTALJUDGES ROAD BUS PARK COAR05006-001-016-000DB 1990, PG 396ZONING: I-1LAND USE:BUSINESS PARK7' CLF7' CLF7' CLF7' CLF7' CLF7' CLF7' CLF7' CLFMARKET STREET100' PUBLIC R/WJUDGES ROAD
60' PUBLIC R/WIPFXXXXOHEOHEOHEOHEOHELPLPLPLPLPLPLPXXXXX24" RCPEND UNKNOWNEND UNKNOWNLP TANKLP TANKGRAVELCONCRETEPAVMENTCONC.GRAVELDIRIM=39.15INV(XX)=36.76INV(XX)=36.47INV=35.308" PVC15" RCPINV=34.09INV=33.70INV=33.28INV=36.07INV=34.93INV=26.64CONC.DIW/ SUMP PUMPRIM=37.78COUNTY LINECITY LINEEXISTING BLDGOVERHANGFLAGPOLEFLUMECONTAINERCONTAINERCARPORTPAVMENT404039393939393939393838
3838383838383
8
383737373737
3737373636363
6
3636
3636363636363635353
5
353535353535353
5
353434343434343
4
3434343
3
3333333333323232323232313131313131313030303030303029292929282828282
7 2727262626252524COUNTY LINECITY LINEPAD=36.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>LODLODLODLODLODLODLOD
LODLODLODLODLOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LODLODLODLODLODLOD LOD LOD
LODLODLODLODLODLODLODLODLODLOD LODLOD LOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSF SFSFSFSF SFSFSFSFSFSFSFSFSFPG 35.86PG 36.86MATCH EX.PG 36.84 ±MATCH EX.PG 36.35 ±MATCH EX.PG 37.50 ±DITCH INV.34.93DITCH INV.32.05SFSFSFSFSFSFSFSFSFSFSFSF>>>>>>>>>>>>>>>>>>
>>
>
>PIPE INV.32.00PIPE INV.30.00PG 36.65DITCH INV.36.5DITCH INV.33.0DITCH INV.32.0PG 35.25PG 34.60PG 35.00PG 34.35PG 36.50PG 35.50DITCH INV.34.64PG 35.52PG 35.00PG 35.26WETWET WETWETWETWETWETWETWETDITCH INV.30.0DITCH INV.30.0DITCH INV.34.00EG 38.09MATCH EX.PG 40.70 ±MATCH EX.PG 40.31 ±EG 38.50±EG 38.70±EG 38.50EG 38.66EG 38.37EG 38.56EG 38.74PG 32.75PG 39.79PG 39.65FES3INV. 33.4515" RCP @ 0.50%MH1RIM 37.00INV. 33.85DI1RIM 36.68INV. 33.9315" RCP@ 0.50%SFSFSFSFSFFINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS
REVISIONS:
DRAWING INFORMATIONSEAL CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
[phone] (O) [phone] (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
5919 MARKET STREET19320.PEUNITED RENTALS 5919 MARKET STREET
WILMINGTON, NC 28405
[phone]SCALE: 1"=40'GRAPHIC SCALEN O R T HVICINITY MAP1" = 500'400408016020PROPOSEDMARKET STR.O.W. PERNCDOT U-4902CPLANSEXISTING FLUMETO REMAINCURB CUTS TOEXISTING FLUMEEROSION CONTROL AND GRADING NOTES:1.SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDECUT/FILL. SEE GENERAL NOTES SHEET FOR GRADING, DRAINAGE, AND EROSION CONTROLNOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS AND DETAILSHEETS FOR MORE INFORMATION.2.SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE.3.CONTRACTOR SHALL COORDINATE WITH OWNER OR OWNER'S REPRESENTATIVE REGARDINGTHE SITE'S EXISTING GRADE. EARTHWORK ACTIVITIES MAY HAVE TAKEN PLACE AFTER THESURVEYED TOPOGRAPHY.4.NO SIGNIFICANT TREES WERE LOCATED ONSITE PER NEW HANOVER COUNTY ZONINGADMINISTRATOR. OWNER-CONTRACTOR TO VERIFY WITH NHC DEPT. STAFF BEFORE CLEARING.STORM DRAINAGE NOTES:1.)DRAINAGE EASEMENT AND STORMWATER WET PONDS MAINTENANCE(INCLUDING THE STORM DRAINAGE NETWORK) IS THE RESPONSIBILITY OFTHE DEVELOPER.2.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDINGFENCES.3.)IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESSAPPROVED PLANS SHOW OTHERWISE.4.)STORM DRAINAGE STRUCTURES WITHIN TRAFFIC AREAS SHALL BE TRAFFICRATED FOR H-20 LOADS AT A MINIMUM.5.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTUREWITHIN ASPHALT, CONCRETE AND/OR GRAVEL AREAS TO MATCH PROPOSEDGRADES.6.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATERCOLLECTION SYSTEM ONLY. SEE CIVIL OR ARCHITECTURAL DETAILS.7.)THE CONTRACTOR SHALL USE EITHER RCP (CL. III) OR HDPE PIPE FOR THESTORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPEPIPE, IT SHALL BE ADS N-12 HP STORM PIPE OR APPROVED EQUAL ANDSHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS.AS-BUILT SURVEY NOTE [15A NCAC 02H.1044]:1.THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATEOF NORTH CAROLINA TO PROVIDE ACCURATE REPRODUCIBLE AS-BUILTDRAWINGS OF THE WET DETENTION BASIN, COLLECTION SYSTEM, ANDIMPERVIOUS AREA ON THE SITE TO THE ENGINEER & OWNER UPONCOMPLETION OF CONSTRUCTION. UPON CERTIFICATION BY THE ENGINEERAND VERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BEINDICATED, THEN THESE PLANS SHALL BE RETURNED TO THE CONTRACTORFOR CORRECTION PRIOR TO FINAL PAYMENT AND FINAL INSPECTION.LEGEND:EXISTING CONTOUR PROPOSED CONTOUR PROPOSED TOP OF GRAVEL GRADE INLET PROTECTIONLIMITS OF DISTURBANCE SILT FENCE DRAINAGE FLOW PATH3234SFGRV=25.05LODCONTRACTOR TO CUTBACK EXISTING PIPE TOMEET FOREBAY SLOPESWALE: OFFSITEFOREBAY 1FOREBAY 2MAIN PONDPERM. POOL: 27.00STORAGE EL.: 30.50OUTLET STRUCTUREWITH TEMPORARYSKIMMER DURINGCONSTRUCTION(SEE POND DETAILS)TEMPORARYCONSTRUCTION ENTRANCE(SEE EROSION CONTROLDETAILS)INLET PROTECTION(TYP.)INLET PROTECTION(TYP.)EMERGENCYOVERFLOW WEIRINV. 30.5SITE DATAOWNER:CAMP GROUP, LLCPROJECT ADDRESS:5919 MARKET ST.WILMINGTON, NC 28405LATITUDE: 34.25LONGITUDE:-77.86CAMA LAND USE CLASSIFICATION: URBANEXISTING LAND USE: EQUIPMENT RENTALS AND STORAGEPROPOSED LAND USE: SAMESOIL:SEAGATE FINE SAND (Se)JOHNSTON SOILS (JO)RIP-RAP APRON "A"(SEE EROSIONCONTROL DETAILS)POND OUTLETRIP-RAP APRON "B"(SEE EROSIONCONTROL DETAILS)43LF 18" CLASS III RCP163 LF 24" CLASS III RCP22 LF 30" CLASS III RCPN
O
RTHCAROLINAJAMEBANCHS
M
P
R
OFESSIONENGINEER SEALALSRITH 0343543.20.2020WETLAND IMPACT EXHIBIT
02/25/20
1"=40'
JBS
EJG
JBSEX. A18" SLOPE DRAIN PIPE(SEE POND DETAILS)18" SLOPE DRAIN PIPE(SEE POND DETAILS)SWALE: 7SWALE: 5SWALE: 6LIMITS OFDISTURBANCE: 4.9 ACWETLAND AREA TO REMAINUNDISTURBEDIMPACTED WETLAND AREAWETALND DATAEXISTING WETLAND AREA:9834 SQ.FT.WETLAND AREA TO REMAIN:5569 SQ.FT.WETLAND AREA TO BE IMPACTED:4265 SQ. FT.PIPE IMPACTS:109 SQ. FT.DITCH IMPACTS:34 SQ. FT.POND IMPACTS:4122 SQ. FT. 31VEGETATE ENTIRE SWALE1 FTSEETABLEBELOWSWALE I.D.STORMWATER SWALE SCHEDULEOFFSITEDA (AC.)Depth(ft)Flow Depth(ft)Side Slopes(H:V)Max. Slope(%)1.391.501.001.10SEE SECTION1.851.501.001.60SEE SECTION2.481.501.201.30SEE SECTIONSW-7SW-531VEGETATED SWALE NOT TO SCALESW-60.911.501.00SEE SECTION1.30TOP OF FOREBAYNCDOT CLASS B (d50=8") EROSION CONTROL STONEPROPOSED DITCH/SWALEFLEXIBLE PIPEFLEXIBLE FLARED ENDFLEXIBLE PIPE AT FOREBAYNOT TO SCALE
Figure 1 - Site Vicinity4-Parcel PropertyMarket StreetWilmington, NC
0 2 Mile s
December 2019NAD83 N C StatePlaneThis map is for reference only.t
Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Interm ap, IN CREMENT P,NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)OpenStreetM ap contributors, and the GIS U ser Comm unity
New Hanover
Project Site
Figure 2 - USGS Topography4-Parcel PropertyMarket StreetWilmington, NC
0 400Fe et
December 2019NAD83 N C StatePlaneThis map is for reference only.t
Service Layer Credits: USGS The National M ap: National Boundaries Dataset, 3D EPElevation Program, Geographic N am es Inform ation System, National Hydrography D ataset,National Land Cover Database, National Structures Dataset, and National Transportation
New Hanover
Legend
Project Site
Figure 3 - NRCS Soils4-Parcel PropertyMarket StreetWilmington, NC
0 300Fe et
December 2019NAD83 N C StatePlaneThis map is for reference only.t
MuSe
Se
JO
Service Layer Credits:
New Hanover
Legend
Pro ject Site
Soil Series Boundaries
Te xt
JO - Johnston seriesSe - Seagate series
Figure 4 - NWI4-Parcel PropertyMarket StreetWilmington, NC
0 300Fe et
December 2019NAD83 N C StatePlaneThis map is for reference only.t
PUBHx
PUBHx
PUBHx
PUBHx
PEM1Cd
PFO4/1Cd
PFO1Bd
Service Layer Credits:
New Hanover
Legend
Pro ject Site
NW I Polygons
Te xt
Figure 5 - Waters of the US4-Parcel PropertyMarket StreetWilmington, NC
0 300Fe et
December 2019NAD83 N C StatePlaneThis map is for reference only.t
Service Layer Credits:
New Hanover
WA (0.2 ac)
WA Wet
WA Up
Legend
Project Site
Wetland
Preliminary ORM Data Entry Fields for New Actions

ACTION ID #: SAW- Begin Date (Date Received):

Prepare file folder Assign Action ID Number in ORM

1. Project Name [PCN Form A2a]:

2. Work Type: Private Institutional Government Commercial

3. Project Description / Purpose [PCN Form B3d and B3e]:

4. Property Owner / Applicant [PCN Form A3 or A4]:

5. Agent / Consultant [PNC Form A5 – or ORM Consultant ID Number]:

6. Related Action ID Number(s) [PCN Form B5b]:

7. Project Location – Coordinates, Street Address, and/or Location Description [PCN Form B1b]:

8. Project Location – Tax Parcel ID [PCN Form B1a]:

9. Project Location – County [PCN Form A2b]:

10. Project Location – Nearest Municipality or Town [PCN Form A2c]:

11. Project Information – Nearest Waterbody [PCN Form B2a]:

12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]:

Authorization: Section 10 Section 404 Section 10 and 404

Regulatory Action Type:

Standard Permit Pre-Application Request
Nationwide Permit # Unauthorized Activity
Regional General Permit # Compliance
Jurisdictional Determination Request No Permit Required

Revised 20150602