20191348 Ver 1_PCN Form Submission_20191003

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
20191348
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office*
Mooresville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Pharr Mills Project
1a. Who is the Primary Contact?*
Tyson Reilly
1b. Primary Contact Email:*
[e-mail]
Date Submitted
10/3/2019
Nearest Body of Water
Rocky River
Basin
Yadkin-PeeDee
Water Classification
C
Site Coordinates
Latitude:
35.3289
FA. Processing Information
County (or Counties) where the project is located:
Cabarrus
Is this project a public transportation project?*
r Yes r No
Longitude:
80.61112
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?
rJ 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*
Alan Johnson:eads\adjohnson1
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
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:
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
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?
O Yes r No
B. Applicant Information
1d. Who is applying for the permit?
F_ Owner W 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:
Mulberry Holdings, LLC
2b. Deed book and page no.:
13181 and 0169
2c. Responsible party:
2d. Address
Street Address
920 Jetton St.
Address Line 2
Unit 44
City
Davidson
Postal / Zip Cede
28036
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
State / Rwince / ftion
NC
Country
US
2f. Fax Number:
r Yes r No
r Yes r No

Tyson Reilly
3b. Business Name:
Ardent Acquisitions, LLC
3c.Address
Street Address
2100 Powers Ferry Rd SE
Address Line 2
Ste 350
city
Atlanta
Postal / Zip Code
30339
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
State / Province / Flegion
GA
Country
us
3e. Fax Number:
C. Project Information and Prior Project History v
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Concord
F
2. Project Identification
2a. Property Identification Number:
551-7799-300
2c. Project Address
Street Address
2061 Mulberry Rd.
Address Lire 2
aty
Concord
Postal / Zip (ode
28025
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Rocky River
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Yadkin -Pee Dee
3d. Please provide the 12 -digit HUC in which the project is located.
030401050106
4. Project Description and History
2b. Property size:
133
Sate / Province/ Region
SC
(buntry
us
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 property is undeveloped and mostly consists of woodlands with scattered fields and a pond.
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 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS. pdf 311.76KB
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 270.05KB
4f. List the total estimated acreage of all existing wetlands on the property:
approbmately 3.7 ac

4g. List the total estimated linear feet of all existing streams on the property:
approximately 1,765 lin It
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential subdivision to serve the Harrisburg community.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Construction activities will include access roads that will cross a vvetland (0.03 acre impact) and a stream (79 linear feet, 0.01 acre impact). A variety of earth moving/grading equipment
may be used for the construction project, including excavators, backhoes, and bulldozers.
4j. Please upload project drawings for the proposed project.
19024 Wetland Exhibits binder 10-01-19.pdf 2.21 MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r: Yes r No C 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:
SAW -2014-02164
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): unknown
Agency/Consultant Company:
Other:
SM. Jurisdictional determination upload
WetlandCorpApprvalMap.pdf 262.14KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes O 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?
It is possible that the proposed subdivision will include expansion in the future, but there are no specific plans at this time.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
R Wetlands W Streams -tributaries r Buffers
F- Open Waters r Pond Construction
2. Wetland Impacts
a. Site #* (?) 2al Reason M 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested* 2f. Type of 2g. Impact
Jurisdicition*(?) area*
;rossin#2 road crossin P Bottomland Hardvvood Forest Al Yes Both 0.030
9 9
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.030
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.030

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 Permanent Culvert G Perennial Both 2 79
S1 9
Averalge (feet) (linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
79
3i. Total stream and ditch impacts:
79
3j. Comments
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
0
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed impacts are unavoidable due to the site layout requirements for the subdivision in relation to the wetlands and streams on site. The
wetland and stream system bisects the majority of the site from north to south, so there is no feasible opportunity to extend a road from the eastern to
the western side of the site without crossing the wetland and stream. Two access roads are required for the site layout. All other wetlands and waters
on site have been avoided and protected with upland buffers.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts were minimized by crossing perpendicular to the wetland and stream. Additionally, impacts have been reduced by using headwalls at the road
crossing. Please also note stream diversion details, showing the bypass pump, temporary coffer dam, and other erosion control measures to be taken.
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?
f Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed impacts are under the required thresholds for compensatory mitigation for both stream and wetlands.
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?
r Yes r No
What type of SCM are you providing?
W Level Spreader
R Vegetated Conveyance (lower SHWT)
F_ 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
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
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormwater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan

3c. Antidegradation Calculations:
Comments:
SMP or calculations are not available yet. Our overall site will have stormwater BMP facilities to capture/treat/control 1st of rainfall for water quality, volume control and peak discharge
controls for larger storm events. We showed an outline of those facilities on overall site plan. All will be in compliance with NC stormwrater design manual and local Harrisburg ordinance.
We will propose/implement LID techniques to deconcentrate, diffuse, spread, and turn it back to sheet flowthrough buffers as much as we can to an extent practical.
For the culvert crossings, we propose 1' buried to provide that earth bottom for the fish/habitat. We also proposed keyed in riprap on the downstream side.
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 (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.
At this time, no additional future impacts are planned.
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 r• 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
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?
Shape file of element occurrences from Natural Heritage Program. No species located within 0.5 mile of subject site.
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?*
https://vmw.habitat.noaa.gov/appIication/efbmapper/indexhtml
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?*
http://gis.ncder.gov/hpovveb/
7c. Historic or Prehistoric Information Upload
NCSHPO.pdf
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?*
https://msc.fema.gov/
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
W By checking the box and signing below, I certify that:
259.37KB
• 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:
Robert Bunch
Signature
'r�G-ew
Date
10/3/2019

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION.
LOT NO. PLAN NO. PARCEL ID: Ji ' % 7q q bb
STREET ADDRESS: zoc, ( n4&d bete
Poprint: � I J
Property
erty Owner: w%rr L`f D
Property Owner: .3 e.r /' !::, M ,--a
The undersigned, registered property owners of the above noted property, do hereby authorize
,Izo 6, r4- T� L,-, CL-, of pat v-'ehfo <f �Sc, , Ac -
Name of consulting firm)
(Contractor /Agent) ( 9
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
920 :5e,44--<,; , 1JC', 290 3
Telephone: F 5-6j- 5`3 7 - b
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
/v
ized gnature Authorized Signature
`) Date:

Source: USDA Natural Resources Conservation Service, Sources: Esri, HERE,Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, EsriChina (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMapcontributors, and the GIS User Community, Esri, HERE, Garmin, ©OpenStreetMap contributors, and the GIS user community06201,240 1,860 2,480310Feet
²
Site Location
Soils MapPharr MillsCabarrus County, NCOctober 1, 2019
Note: Waters shown w ere approximated by PEC in September 2019. Wetlands were not delineated, surveyed, or verified by the US Arm y Corps ofEngineers. This m ap should be used for preliminary planningpurposes only. PEC assumes no liability for others' use of this map.
Copyright:© 2013 National Geographic Society, i-cubed, Esri, HERE, Garmin,© OpenStreetMap contributors, and the GIS user community06201,240 1,860 2,480310Feet
²
Site Location
USGS Topographic MapPharr MillsCabarrus County, NCOctober 1, 2019
Note: Waters shown w ere approximated by PEC in September 2019. Wetlands were not delineated, surveyed, or verified by the US Arm y Corps ofEngineers. This m ap should be used for preliminary planningpurposes only. PEC assumes no liability for others' use of this map.
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PLAT WAS DRAWN UNDER 111E WETLANDS SHOWN HEREON ARE BASED UPON ACTUAL FIELD
MADE UNDER
MY LOCATIONS OF FLAGS MARKED BY CHRIS ESUS, PLA
EY UPON WHICH IT IS
RACTICE FOR LAND THE HEREON SHOWN IS SUBJECT TO ANY AND ALL CONORION$
1600 OFBOARDRULES).
RESTRICTIONS; EASEMENTS, AND/OR RIGKIS-ETF-WAY OF RECOR&
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WETLANDS MAP PREPARED FOR OWNER:
LILLIAN FRANK SIMPSON ARTHUR TRUST
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2061-2173 MULBERRY ROAD, CONCORD, NC 28025
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NUMBER ONE TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA
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DATE: DECEMBER 4, 2014 SCALE: 1"
JOB NUMBER: 740601.240 DWG NAME: WEIMAP2
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SHEET 1 OF

City of Charlotte, County of Cabarrus, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS
CABARRUSCOUNTYI-1 ZONEI-1 ZONERL ZONEI-1 ZONERL ZONERL ZONEOI ZONEHARRISBURG TOWN LIMITI-2 ZONEI-2 ZONEPHARR MILL ROAD60' PUBLIC R/W MULBERRY ROAD60' PUBLIC R/WCOSCOSCOSCOSBMPBMPCOS(XX AC)(XX AC)COS(XX AC)COS(XX AC)COSCOS(XX AC)(XX AC)(XX AC)COS(XX AC)COS(XX AC)PROPOSEDBMP PONDPROPOSEDBMP PONDPROPOSEDBMP PONDPROPOSEDBMP POND50' BUFFERDOGPARKPUBLIC COMMONSPOCKETPARKPOSSIBLE
CONNECT
ION
TOGREEN WAY
TRA
IL
FUTURE RIGHT OF WAY(TO BE DEDICATED)ACCESS POINT #2(FULL ACCESS)PROPOSEDAMENITY SPACECOS(XX AC)COSBBBA1A1A2A2A2A1A1A1A1A1A1A1BBBBBBBA2A2A2BBBBBBBBA2A2A2A1BBBBBA1A1A1A1A1A1A1A150'
B
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A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A2A2A2A2A2A2A2A2COS(XX AC)BA2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A1A1A1A1A1A1A1A1A1A1A1A1BBBBBBBBCOS(XX AC)COS(XX AC)A1A1A1A1A1A1A1A2A2A2A2A1A1A1A1A1A1A1A1A1A1A1A1A1A1A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1A1BA2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2BMPPHARR MILL ROADMULBERRY ROADRIVER HILLS NEIGHBORHOODNEIGHBORHOODCANTERFIELD ESTATECROSSING #1CROSSING #2ROCKY RIVERFEMA 500 YRFLOODFEMA 100 YRFLOODDATE:CLIENT:PROJ #:DRAWN BY:PHARR MILLS | SITE PLANTWPHARR MILL ROAD - HARRISBURG, NORTH CAROLINA09.30.2019THE ARDENT COMPANY190240SCALE:250'500'1000'1" = 500'APPLICATION TRACKING NUMBER:SAW-_____-_____-____SITET:\PROJECTS\2019 PROJECTS\19024 Pharr Mill Neighborhood - Ardent Companies - Harrisburg\CAD\EXHIBITS\2019-09-30_GRADING EXHIBITS\GRADING SHEETS.dwg, 10/1/2019 9:58:39 AM
A1A2A2A2598600596
594
592
59
0
588586592594596598602PROP. 75 LF 48" RCPCULVERTTW ELEV. 590.6'TW ELEV. 590.6'RETAINING WALLRETAINING WALL79 L.F STREAM IMPACTRIPRAPBUFFERBUFFERNEW STORM SYSTEMDATE:CLIENT:PROJ #:DRAWN BY:PHARR MILL NEIGHBORHOOD | CROSSING #1 GRADING PLANMAHARRISBURG, NC10/01/2019ARDENT COMPANIES190240SCALE:20'40'80'1" = 40'APPLICATION TRACKING NUMBER:SAW-_____-_____-____T:\PROJECTS\2019 PROJECTS\19024 Pharr Mill Neighborhood - Ardent Companies - Harrisburg\CAD\EXHIBITS\2019-09-30_GRADING EXHIBITS\19024-grading sheets.dwg, 10/1/2019 9:48:18 AM
580590600570580590-7+00-6+00-5+00-4+00-3+00-2+00-1+000+001+002+003+004+005+006+007+00600610PROP. ROAD 60' ROWPROP. ELEV.@ ±593.7PROP. ELEV.@ ±594GROUND ELEV.@ ±572.4GROUND ELEV.@ ±571.4±75 LF 48" RCP CULVERTBURY 1'EX. CREEKBOTTOMGUARD RAILPROP INV. OUT@ ±570.4610570GUARD RAIL560560PROP INV. OUT@ ±571.4PROP 20 LF RIP RAPAPRON KEY IN @EXISTING GRADEPROP. RETAINING WALLTOP @ ±590.6PROP. RETAINING WALLTOP @ ±590.6PROP. ELEV.@ ±5942:1 MAX SLOPEDATE:CLIENT:PROJ #:DRAWN BY:PHARR MILL | CROSSING #1 SECTIONMAHARRISBURG, NC10/01/2019ARDENT COMPANIES1902405'10'20'SCALE:1" = 10'APPLICATION TRACKING NUMBER:SAW-_____-_____-____T:\PROJECTS\2019 PROJECTS\19024 Pharr Mill Neighborhood - Ardent Companies - Harrisburg\CAD\EXHIBITS\2019-09-30_GRADING EXHIBITS\19024-grading sheets.dwg, 10/1/2019 9:51:33 AM
BA2BBA2A2A2A2LPE=557.61LPE=554.96582580
578
57
6
57
4
57
2
57
0
56
8
56
6
56
6
5
6
8
570 572 574
+
0
0
0
+
1
0
0
+
2
0
0
+
3
0
0
+4 00
EX. PONDPROP. 70 LF 60" RCPCULVERTPROP. TW ELEV. 565.0'PROP. TW ELEV. 565.0'PROP. RETAINING WALL1578 SF (0.03 AC) WETLAND IMPACT75' BUFFER75' BUFFERLPPROP. STORM SYSTEMDATE:CLIENT:PROJ #:DRAWN BY:PHARR MILL NEIGHBORHOOD | CROSSING #2 GRADING PLANMAHARRISBURG, NC10/01/2019ARDENT COMPANIES190240SCALE:20'40'80'1" = 40'APPLICATION TRACKING NUMBER:SAW-_____-_____-____T:\PROJECTS\2019 PROJECTS\19024 Pharr Mill Neighborhood - Ardent Companies - Harrisburg\CAD\EXHIBITS\2019-09-30_GRADING EXHIBITS\19024-grading sheets.dwg, 10/1/2019 9:44:28 AM
580570580-7+00-6+00-5+00-4+00-3+00-2+00-1+000+001+002+003+004+005+006+007+00PROP. ROAD 60' ROWPROP. RETAINING WALLTOP @ ±565PROP. ELEV.@ ±566.9PROP. RETAINING WALLTOP @ ±565GROUND ELEV.@ ±555.61GROUND ELEV.@ ±552.96EX. CREEKBOTTOMGUARD RAILPROP INV. OUT@ ±551.96570GUARD RAIL560560PROP INV. OUT@ ±554.61550550540540± 70 LF 60" RCP CULVERTBURY 1'PROP 20 LF RIP RAPAPRON KEY IN @EXISTING GRADEPROP. ELEV.@ ±567.2PROP. ELEV.@ ±567.22:1 MAX SLOPEDATE:CLIENT:PROJ #:DRAWN BY:PHARR MILL NEIGHBORHOOD | CROSSING #2 SECTIONMAHARRISBURG, NC10/01/2019ARDENT COMPANIES1902405'10'20'SCALE:1" = 10'APPLICATION TRACKING NUMBER:SAW-_____-_____-____T:\PROJECTS\2019 PROJECTS\19024 Pharr Mill Neighborhood - Ardent Companies - Harrisburg\CAD\EXHIBITS\2019-09-30_GRADING EXHIBITS\19024-grading sheets.dwg, 10/1/2019 9:52:33 AM
DATE:CLIENT:PROJ #:DRAWN BY:PHARR MILLS | STREAM DIVERSION DETAILSTWPHARR MILL ROAD - HARRISBURG, NORTH CAROLINA09.30.2019THE ARDENT COMPANY19024CROSS-SECTION B - B(NTS)LONGITUDINAL SECTION A - A(NTS)BAGGED STONE6 MIL. PE SHEETEXISTING CHANNEL BOTTOMANCHOR PE SHEETW/#57 STONEOR BAGGED STONE30" OR 24" MIN.24" MIN.INITIAL BACKFILL WITH SELECT STRUCTURAL FILL (COMPACTEDTO 95% DRY DENSITY) TO 24" MIN. OVER CULVERTTESTING BY GEOTECHNICAL ENGINEER REQUIREDEX. GROUNDEX. GROUNDBAGGED STONEOR SANDCHANNEL BOTTOM12"2' MIN.COFFER DAM DETAILSSCALE: 1"=10'30" MIN.STREAM MUST BE PUMPEDAROUND WORK ZONECOFFER DAMCOFFER DAM1.51SEE PLANS FOR CULVERT LENGTH6 MIL. PE SHEETFLOWPROPOSED CULVERT24" MIN.10' MIN.12"20' MAX.20' MAX.INITIAL BACKFILL WITH SELECT STRUCTURAL FILL (COMPACTED TO 95% DRY DENSITY)TESTING BY GEOTECHNICAL ENGINEER REQUIREDPROPOSED CULVERTEROSION CONTROL DEWATERINGNOT TO SCALE23 WASHED STONE6" WASHED STONERIP RAPRIP RAPTOP BANK STREAM BANKENGINEER T0 SIZE PIPE (SEE NOTE 2)FL
O
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PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL FOR EACH CROSSING.NOTES:ADDITIONAL MEASURES MAY BE REQURIED PER THE CITY ENGINEERBASED ON SPECIFIC SITE CONDITIONS.1.RING FILTER AS REQUIRED BY INSPECTOR.LINE CREEK BOTTOM WITHFILTER FABRIC.1/2 PIPE DIA. OR 12"WHICHEVER IS GREATER.NOTES*AS NEEDED1APPLICATION TRACKING NUMBER:SAW-_____-_____-____T:\PROJECTS\2019 PROJECTS\19024 Pharr Mill Neighborhood - Ardent Companies - Harrisburg\CAD\EXHIBITS\2019-09-30_GRADING EXHIBITS\GRADING SHEETS.dwg, 10/1/2019 10:01:40 AM