20200244 Ver 1_PCN Appendix REVA3 SM_20200316

BELMONT PCN APPENDIX

SITE TOPOWITH LOCATIONS (WAKE CO GIS)
STREAM AND WETLANDS DETERMINATION WITH DEQ CONCURRENCE LETTER
DRAWINGS OF IMPACT AREAS BY HUGH J GILLEECE AND ASSOCIATES
10/29/2007 NCDWQ STREAM DETERMINATION
11-10-2008 NWP29 WETLANDS COE DOCUMENT
SITE ACCESS AUTHORIZATION SIGNED

2725 E. Millbrook Rd Suite 121 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
www.atcgs.com

March 6, 2020

Buffaloe Partners, LLC
C/O -- Brad Haertling
American Engineering Associates – Southeast, PA
875 Walnut St. Ste 360
Cary NC, 27511
[e-mail]
Office: 919-469-1101
Mobile: [phone]

ATC Project No. HJGA1901

Reference: Wetlands and Stream Determination
Belmont Subdivision
Belmont Phase 5 / SAW -2008-01986
Wake County, North Carolina

Dear Mr. Haertling:

As authorized, Mr. Benjamin V. Wilson, P.E. of ATC visited the site 2 times in September and
October 2019 and on March 2, 2020 observed the entire site and the low lying areas shown on
the attached maps.

The current phase of the property consists of one parcel totaling 24.17 acres. The entire property
consists of 99.82 Acres.

Maps of the properties are included in the appendix and photos are included with the wetlands
and stream assessment forms in the Appendix.

A determination was made of the streams and wetlands in accordance with the following methods:

 Wetlands for 404 Permitting - A determination was made of the wetlands based on the
Corps of Engineers (COE) 1987 Wetlands Manual using the routine method and the
Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern
Mountains and Piedmont Region (Version 2.0) April 2012 which is the currently accepted
methodology.
 Streams for 404 Permitting by the (COE) - A preliminary determination was made of the
streams based on our experience with the most recent methodology used by the US Army
Corp of Engineers.
 Streams for 401 Permitting and Determination of Stream Buffers by the NCDENR
Division of Water Quality - A determination was made of the streams using the North
Carolina Division of Water Quality (NCDWQ) stream determination form method. The site
is located in the Brier Creek watershed in the Haw River/Jordan Lake Basin.

Wetlands and Stream Determination
Belmont Subdivision
Belmont Phase 5 / SAW -2008-01986
Wake County, North Carolina
March 6, 2020

2
The site is located on an unnamed tributary to Beaverdam Creek in the Neuse River Basin. The
site is shown as having three (3) stream locations (Features A and B and C) on the Wake County
Soil Survey and two on the USGS map (see attached maps). The wetlands and streams at the
site were delineated in 2007 and approved and a Nationwide Permit was issued in 2008. The
2007 Delineation is attached.

The 2007 Maps showing the features with 2020 notes are attached.

A summary of features at the site is included in the tables below:

Wetlands and Streams Subject to 404 Permitting by COE if Impacted

Feature Amount
(Approximate) Description Notes
Wetlands 0.67 Acres None
Streams-Perennial 1,350 +/- linear ft Flow year round
Streams Intermittent 1,223 +/- linear ft Only flow for part of
the year
Streams-Ephemeral 0+/- linear ft

Only flow during
rainfall and dry up
quickly after event.
These may be
mentioned on the
404 permit but are
not permitted.

Streams and Buffers Subject to 401 Permitting by NCDWQ if Impacted

Feature Amount
(Approximate) Description Notes
Streams-Perennial 1,350 +/- linear ft Flow year round
Town of Cary Buffer
Rules 50 ft Buffer
each side
Streams Intermittent 1,223 +/- linear ft Only flow for part of
the year
Town of Cary Buffer
Rules 50 ft Buffer
each side
Streams-Ephemeral NA
Only flow during
rainfall and dry up
quickly after event.
NA
*Riparian Buffer under the Neuse Rules and others requires a 50 ft buffer on each side of the
stream. The allowable uses of the land within the Buffer are spelled out in the Rules

Based on the field determination there are 0.62 acres of Wetlands and two (2) streams on the site.
The 2007 Maps with approximate locations of the site features are enclosed with this letter.

Wetlands and Stream Determination
Belmont Subdivision
Belmont Phase 5 / SAW -2008-01986
Wake County, North Carolina
March 6, 2020

3

However, a field visit may be required by both NCDENR DWQ and USACOE. A signed site entry
permission and agent authorization form is attached.

Please contact Ben Wilson at [phone] or [phone] if you have any questions or if
we can be of further service.

Respectfully,
ATC
Benjamin V. Wilson, P.E.
Principal Engineer
[e-mail]

Attachments: Ben Wilson NCSU/NCDENR Stream Certification
2007 Maps of Site with 2020 Notes (5) 81/2 x 11
Stream Determination and Piedmont Routine Wetland Data Forms with
Photos for Feature Reach A (1 each)
2007 Wetlands and Stream Report
Authorization Form

SITE

SOURCE: Mapquest

SITE LOCATION

Preliminary Wetlands and Stream Determination
99 Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

SITE NORTH

SOURCE: Wake County GIS

SITE TOPO

Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

SITE BOUNDARIES AND
WAKE CO. SOILS MAP NORTH

SOURCE: Wake County GIS

APPROXIMATE STREAM
LOCATIONS
Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

SITE

SOURCE: Topozone

USGS Topo Map

Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

APPROXIMATE WETLANDS LOCATIONS
SHOWN IN GREEN
APPROXIMATE LOCATIONS OF STREAMS SHOWN IN RED

SOURCE: Wake County GIS NORTH

APPROXIMATE WETLANDS
STREAMS LOCATIONS

Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NTS

Photos of Proposed impact area
Stream Crossing – Photos September 26 and October 3, 2019
Belmont Subdivision, North Carolina

PROJECT NO. HJGA1901

Photograph No. 1: Existing stormwater pond upstream.

Photograph No. 2: Outlet of stormwater pond. Perennial flow begins.
Photos of Proposed impact area
Stream Crossing – Photos September 26 and October 3, 2019
Belmont Subdivision, North Carolina

PROJECT NO. HJGA1901

Photograph No. 3: Stream where crossing to be located. Grassed area is where sewr line
currently crosses stream.

Photograph No. 4: Stream where crossing to be located. Grassed area is where sewr line
currently crosses stream.
Photos of Proposed impact area
Stream Crossing – Photos September 26 and October 3, 2019
Belmont Subdivision, North Carolina

PROJECT NO. HJGA1901

Photograph No. 5: Downstream at property line - perennial flow

Photograph No. 6: Downstream at property line - perennial flow

US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
WETLAND DETERMINATION DATA FORM – Eastern Mountains and Piedmont Region
Project/Site: City/County: Sampling Date:
Applicant/Owner: State: Sampling Point:
Investigator(s): Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Hydric Soil Present? Yes No
Wetland Hydrology Present? Yes No
Is the Sampled Area
within a Wetland? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6)
Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8)
Drift Deposits (B3) Thin Muck Surface (C7) Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1)
Iron Deposits (B5) Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
Water-Stained Leaves (B9) Microtopographic Relief (D4)
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No Depth (inches):
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth (inches):
(includes capillary fringe)
Wetland Hydrology Present? Yes No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
VEGETATION (Four Strata) – Use scientific names of plants. Sampling Point:____________
Absolute Dominant Indicator
Tree Stratum (Plot size: ) % Cover Species? Status
1.
2.
3.
4.
5.
6.
7.
= Total Cover
50% of total cover: 20% of total cover:
Sapling/Shrub Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
9.
= Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
= Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
= Total Cover
50% of total cover: 20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is ”3.01
4 - Morphological Adaptations1 (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation1 (Explain)
1Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub – Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb – All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine – All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
SOIL Sampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks

1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
Histosol (A1) Dark Surface (S7) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) Polyvalue Below Surface (S8) (MLRA 147, 148) Coast Prairie Redox (A16)
Black Histic (A3) Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)
Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19)
Stratified Layers (A5) Depleted Matrix (F3) (MLRA 136, 147)
2 cm Muck (A10) (LRR N) Redox Dark Surface (F6) Very Shallow Dark Surface (TF12)
Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Other (Explain in Remarks)
Thick Dark Surface (A12) Redox Depressions (F8)
Sandy Mucky Mineral (S1) (LRR N, Iron-Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)
Sandy Gleyed Matrix (S4) Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Stripped Matrix (S6) Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes No
Remarks:
Photos of Proposed impact area
Stream Crossing – Photos September 26 and October 3, 2019
Belmont Subdivision, North Carolina

PROJECT NO. HJGA1901

Photograph No. 1: Stream and groundcover at proposed crossing.

Photograph No. 2: Bright soils at 20 inches at proposed crossing.
Photos of Proposed impact area
Stream Crossing – Photos September 26 and October 3, 2019
Belmont Subdivision, North Carolina

PROJECT NO. HJGA1901

Photograph No. 3: Chinese Privett shrubs at proposed crossing.

Photograph No. 4: Trees and stream above proposed crossing.

ATC Associates of North Carolina, PC

2725 E. Millbrook Rd Suite 121 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
www.atcassociates.com

August 24, 2007

Mr. Al Goodrich
W & W Partners
4000 Darrington Drive
Suite 105
Cary, NC 27513
919-462-0775 Fax [phone]
[e-mail]

Reference: Preliminary Wetlands and Stream Determination
Proposed Residential Subdivision
Neuse River Basin
Raleigh
Wake County, North Carolina
ATC Project # 45.27923.0007

Dear Mr. Goodrich:

As authorized, Mr. Benjamin V. Wilson, P.E. of ATC Associates visited the site
observed the site and the low lying areas. A preliminary determination was made of the
wetlands in accordance with the Corps of Engineers (COE) 1986 method. A preliminary
determination was made of the streams using the North Carolina Division of Water
Quality (NCDWQ) stream determination form method.

The site is located in the Beaverdam Creek watershed in the Neuse River Basin and is
subject to North Carolina’s Neuse River stream buffer rules which require a 50 feet
buffer on both sides of the streams.

The site is shown as having streams on both the Wake County Soil Survey and the
USGS map (see attached maps).

Based on the site investigation there are two streams on the site located below the dam
locations of the previous ponds which have been drained and some wetlands areas on
site primarily adjacent to the stream locations and in some areas the only wetland areas
will be the stream bank to bank. See Attached maps for illustration.

Based on preliminary conversations with you we anticipate the design for the site will have
wetlands impacts of less than 1/2 acre and less than 150 linear feet of stream impact at the
property. Maps with approximate locations of the wetlands and streams based on the
preliminary site walkover for the proposed project are enclosed with this letter.

Wetlands Determination –Buffaloe Road Site
Beaverdam Creek - Neuse River Basin, Raleigh, Wake County, NC
August 24, 2007 - Page 2

2
Because the acreage of impact to wetlands will likely be less than 1/2 acre and stream
impacts will be less than 150 feet the project would require preconstruction notification
under NWP 39.

Because the USGS map and the Wake County Soil Survey maps show streams on the site
a field visit will be required by both the NCDENR and USACOE. Prior to the site visits an
agent authorization form will be required. If you desire to proceed I will schedule a site visit
by the appropriate personnel. The agent authorization form should be signed and faxed to
me to be turned in with the site layout at the appropriate time.

Please contact Ben Wilson at [phone] or [phone] if you have any
questions or if we can be of further service.

Respectfully,

ATC ASSOCIATES OF NORTH CAROLINA, PC
Benjamin V. Wilson, P.E.
Principal Engineer
[e-mail]

Adam Riggs
Senior Engineering Technician

Attachments: Preliminary Delineation Maps
Agent Authorization Form

SITE

SOURCE: Mapquest

SITE LOCATION

Preliminary Wetlands and Stream Determination
99 Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

SITE NORTH

SOURCE: Wake County GIS

SITE TOPO

Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

SITE BOUNDARIES AND
WAKE CO. SOILS MAP NORTH

SOURCE: Wake County GIS

APPROXIMATE STREAM
LOCATIONS
Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

SITE

SOURCE: Topozone

USGS Topo Map

Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NOTED

APPROXIMATE WETLANDS LOCATIONS
SHOWN IN GREEN
APPROXIMATE LOCATIONS OF STREAMS SHOWN IN RED

SOURCE: Wake County GIS NORTH

APPROXIMATE WETLANDS
STREAMS LOCATIONS

Preliminary Wetlands and Stream Determination 99
Acre Site - Buffaloe Road
Raleigh, North Carolina

ATC PROJECT NO.
45.27923.0013
SCALE: NTS

BRINTONS COTTAGE ST50' PUBLIC R/WHEATHSHIRE DR55' PUBLIC R/WSTOWECROFT LN50' PUBLIC R/WHEATHSHIRE DRIVE55' PUBLIC R/WGLENMORGAN LANE(45' PUBLIC R/W)B.M. 2003, PG. 1922-1923WINDMERE CHASE DRIVE50' PUBLIC R/WSIGHT DISTANCE 280'SIGHTDISTANCE 240'SIGHT DISTANCE 280'SIGHTDISTANCE 240'SIGHT DISTANCE 280'
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)IMPACTAREA0751506001501503001 inch = ftDWN BY: EDSHRZ SCALE: 1"=150'DATE: 05/09/19JOB #: 3690Y:\Jobs\3690\Belmont 5\dwg\_Working Dwgs\Belmont (Phase 5 ).dwgVICINITY MAP
GLENMORGAN LANESIGHT DISTANCE 280'TEMPORARYSAND BAGSCLASS 1RIP-RAPDO NOTDISTURB TREEPROTECTIONAREATEMPORARYDITCHTEMPORARYDITCHTEMP 84 LF OF 36" RCP
IMPACT 1ASTREAM PERM. RIP RAP- NO FUNCTIONAL LOSS48 LF390 SFIMPACT 1BSTREAM PERM. ROADWAY/CULVERT85 LF583 SFIMPACT 1CSTREAM TEMP. RIP RAP30 LF243 SF9+5010+00+5011+00+50210215220205200210215205200CREEK INV. +/-208.4LOW PIPE INV 207.4CREEK INV. +/-209.4LOW PIPE INV 208.42-42" RCP III--80L.F. @ 1.25%SUBGRADEMIN. PIPE CLEARANCE INVERT TO SUBGRADE4.9' FOR 42" PIPE (C.O.R. STND)2202:12:1
CLASS 1 STONE48 LF RIP RAP @ 24" DEPTH01080202020401 inch = ftDWN BY: EDSHRZ SCALE: 1"=20'DATE: 05/09/19JOB #: 3690Y:\Jobs\3690\Belmont 5\dwg\_Working Dwgs\Belmont (Phase 5 ).dwgIMPACTNUMBERIMPACTSPECIFICATION1A1B1CPERMANENT STREAM AREAPERMANENT STREAM AREATEMPORARY STREAM AREASTREAMLF488530SQ.FT390583243STREAM ROADWAY/CULVERTPERMANENT IMPACTSTREAM RIP RAP AREAPERMANENT IMPACTSTREAM RIP RAPTEMPORARY IMPACT
IMPACT 2APERMANENTRIP RAP-54 SFZONE 1 BUFFER-2,646SFZONE 2 BUFFER-1,654 SFTEMPORARYRIP RAP-316 SFIMPACT 2BPERMANENTRIP RAP-74 SFZONE 1 BUFFER-1,702 SFZONE 2 BUFFER-19 SFTEMPORARYZONE 1 BUFFER-53 SFTEMPORARYSAND BAGSCLASS 1RIP-RAPDO NOTDISTURB TREEPROTECTIONAREATEMPORARYDITCHTEMPORARYDITCH01080202020401 inch = ftDWN BY: EDSHRZ SCALE: 1"=20'DATE: 05/09/19JOB #: 3690Y:\Jobs\3690\Belmont 5\dwg\_Working Dwgs\Belmont (Phase 5 ).dwgIMPACTNUMBERIMPACTSPECIFICATION2A2BRIP RAP AREAZONE 1 BUFFER AREAZONE 2 BUFFER AREASQ.FT542,6461,654316ZONE 1 AREA PERMANENT IMPACTZONE 2 AREA PERMANENT IMPACTRIP RAP AREA TEMPORARY IMPACTZONE 1 AREA TEMPORARY IMPACTZONE 1 BUFFER AREAZONE 2 BUFFER AREAZONE 1 BUFFER AREA1,7021953RIP RAPRIP RAP AREA PERMANENT IMPACT
GLENMORGAN LANE(45' PUBLIC R/W)B.M. 2003, PG. 1922-1923SIGHT DISTANCE 280'85'87.44'UPSTREAM1AAINV= 208.4INV= 207.4CEB6"EDOWNSTREAM1AACEBINV= 209.4INV= 208.4APIPESIZE42"B20.5"C162.5"D233"E96"F44"G12"H40"I6"J45°WT.(LBS)11900/11200NOTES TO CONTRACTOR:1.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT PRECAST MEETSSPECIFIC PROJECT REQUIREMENTS. PRECAST DESIGNED FOR TYPICALPARAMETERS AS NOTED HEREIN. FOR VARIATIONS TO PARAMETERS ORANY OTHER QUESTIONS CONTACT OLDCASTE PRECAST, INC.PROFESSIONAL ENGINEER.2.STABILITY OF PRECAST WINGWALL IS DEPENDENT ON GROATEDCONNECTION OF REINFORCED CONCRETE PIPE (RCP) TO PRECAST WINGWALL. AS SUCH, PRIOR TO GROUTING THE ANNULAR SPACE BETWEEN RCPAND PRECAST WING WALL THE OUTSIDE OF THE RCP AND INSIDE OF WALLOPENING SHALL BE CLEANED OF ANY DUST OR LAITANCE. RCP SHALL BEINSTALLED IN WALL OPENINGS FOR THE FULL THICKNESS OF PRECASTSTEM WALL, ALL ANULAR SPACES SHALL THEN BE FILLED WITH A MIN OF3,000 PSI NON-SHRINK NON-CORROSIVE GROUT, TIGHT TO THE UNDERSIDEOF WALL FOR FULL THICKNESS OF PRECAST. GROUT SHALL BE MIXED INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS (I.E. MAXIMUMWATER CONTENT SHALL NOT BE EXCEEDED).GENERAL DESIGN NOTES:1.STRENGTH DESIGN METHODI.A.W. ACI 318.2.DESIGN I.A.W NCDOT STDDRAWING #838.80 AS MODIFIEDFOR DOUBLE BARRELAPPLICATION.3.SOIL PROPERTIES:·BACKFILL INTERNAL FRICTIONANGLE=27°,·UNIT WEIGHT OF SOIL= 120 PCF,·PRECAST TO SOIL FRICTIONFACTOR=0.40,·BACKFILL SLOPE=3H:1V(MAX)4. WING WALL STABILITY:·CONCRETE UNIT WT=145 PCF,·PRECAST TO SOIL FRICTIONFACTOR= 0.40,·VEHICULAR SURCHARGE=0 PSF(TRAFFIC NOT WITHIN A DISTANCEOF H/2 FROM BACK OF WALL),·ALLOWABLE BOND STRENGTH OFNON-SHRINK GROUT TOPRECAST= 20 PSI.5. WING WALL STABILITY:·F.S SLIDING= 1.5(MIN)·F.S OVERTURNING= 2.0 (MIN)·SCOUR ANALYSIS(IF REQUIRED).BY OTHERS.6. CONCRETE COMPRESSIVESTRENGTH AT 28 DAYS= 5000PSI7. REINFORCEMENT: ASTM A615,GRADE 60.8. ALL EXPOSED EDGES SHALL BECHAMFERED 34" (MIN) TO 1"( MAX)9. SHOP DRAWING FROM THESEE NCDOT STANDARD DETAIL 838.019+00+5010+00+5011+00+50210215220205200210215205200CREEK INV. +/-208.4LOW PIPE INV 207.4CREEK INV. +/-209.4LOW PIPE INV 208.4RALEIGH MIN FOR 42" RCPPIPE INV TO SUBGRADE= 4.9'2-42" RCP III--80L.F. @ 1.25%EST. 100 YR IMPOUNDMENT @ 213.42SUBGRADEMIN. PIPE CLEARANCE INVERT TO SUBGRADE4.9' FOR 42" PIPE (C.O.R. STND)2202:12:1
CLASS 1 STONE48 LF RIP RAP @ 24" DEPTH+5023+003.33%3.38%18" MINEXISTINGGRADEPROPERTY LINE
[phone]+502002052102150255020050501001 inch = ftDWN BY: EDSHRZ SCALE: 1"=20'DATE: 05/09/19JOB #: 3690Y:\Jobs\3690\Belmont 5\dwg\_Working Dwgs\Belmont (Phase 5 ).dwg0510401010201 inch = ft
Michael F.Easley,Governor
Williarn G.Ross Jr.,Secretary
North Carolina Departrnent of Environrnent and Natural Resources
Cole en Sullins,Director
Division of Water Quality
October 29,2007
ATC Associates of N011h Carolina,PC
Attn:Ben Wilson
2725 E.Millbrook Road,Suite 121
Raleigh,NC 27604
NBRRO#07-252
Wake County
BASIN:
Neuse River X
(15A NCAC 2B .0233)
Tar-Pamlico
(15A NCAC 2B .0259)
Complaint
Incident #
NOV Buffer Determination
Appeal Call
X
Project Name:99 acre Buffaloe Road Site
LocationlDirections:located north of the intersection of Buffaloe Road and Southall Road
Subject Stream:UT to Beaverdam Creek
Date of Determination:10/10/07
Explanation:The feature(s)listed above has or have been located on the Soil Smvey of Wake Comlty,North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale.Each feature that is checked
"Not Subject"has been determined not to be a stream or is not present on the property.Features that are checked
"Subject"have been located on the property and possess characteristics that qualify it to be a stream There may be
otber streams located on your property that do not show up on the maps referenced above but,still may be
considered jurisdictional according to the US Army COl]JSof Engineers and/or to the Division of Water Quality.
This on-site determlnation shall expire five (5)years from the date of this letter.Landowners or affected
parties that dispute a determlnation made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director.A request for a
determlnation by the Director shall be referred to the Director in writing c/o Cyndi Karoly,DWQ
Wetlands/401 Unit,2321 Crabtree Blvd.,Raleigh,NC 27604-2260.Individnals that dispnte a determination
by the DWQ or Delegated Local Anthority that "exempts"a surface water from the buffer rule may ask for
an ad judicatory hearing.You must act within 60 days of the date that you receive this letter.Applicants are
N~~'thCarolina
,Natum!!y
Nmth Comlino Divi~ion ofWate.'Quo]ity
Intemet h20.enr.state.ne.us
Raleigh Regional Ortiee
]628 Mai]Se.'vicc Centee
Surface Water Protection
Rzleigh,NC 27699-]628
Phone (919)79]-4200
FAX (9]9)57t-47]8
Cu~tomc;'Service
1-877-623-6748
An Equal Opportunity/Affirmative Action Employer -50%~ecycled/10%Post Consumer Paper
Featme(s)Not Subject Start @ Stop@ Stream Form Soil Smvey USGS
Subject Pts.Tapa
A X Flag Al X X
AA X X
B X Fla B I X X
C X X
Pond I X X X
Poud 2 X X
99 acre Buffaloe Road Site
~Wake County
10/29/07
Page 2 of 2
hereby notified that the 60-day statntory appeal time does not start nntil the affected party (including
downstream and adjacent landowners)is notified of this decision.DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.To ask
for a hearing,send a written petition,which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings,6714 Mail Service Center,Raleigh,N.C.27699-6714.This
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners)should notify the Division of Water Quality (including any other Local,State,and
Federal Agencies)of this decision concerning any future correspondences regarding the subject property
(stated above).This project may require a Section 404/401 Permit for the proposed activity.Any inquiries
should be directed to the Division of Water Quality (Central Office)at (919)-733-1786,and the US Army
Corp of Engineers (Raleigh Regulatory Field Office)at (919)-876-8441.
Respectfully.
~(AJ r~rJ-v-t-..-
Lauren C.Witherspoon
Environmental Senior Specialist
CC:Wetlands/Stonnwater Branch,2321 Crabtree Blvd,Suite 250,Raleigh,NC 27604
RRO/SWP File Copy
Central Files
N~~'thCarolina
lI1atufally
Nmth Carolina Division of Water Quality
Inlernel:h20.enr.stale.nc.us
Raleigh Regional Office
1628 Mail Smice Center
Surface Water Pwtection
Raleigh,NC 27699~1628
Phone (919)791~4200
FAX (919)571~4718
Customer S"vice
1 ~877-623~6748
An Equal Opportunily/Affirrnative Action Ernployer-50%Recycled/10%Post Consurner Paper
SITE BOUNDARIES AND
WAKE CO SOilS MAP
SOURCE:Wake County GIS
\..\:\I~01'
APPROXIMATE STREAM
LOCATIONS
I
ATC PROJECT NO.
45.27923.0013
Preliminary Wetlands and Stream Determination 99 SCALE:NOTEDAcreSite-Buffaloe Road
Raleigh,North Carolina
.
NORTH
-"-C'-,
35°50.20'N,78°33.12'W (NAD2.12.------
0 1 1.5 2 2.5 km l'
M=-8.933
G=1.434
0 0.6 0.9 1.2 1.5 mi
SITE
USGS Topo Map
I
I
II
!SOURCE:Topozone
Preliminary Wetlands and Stream Determination 99
Acre Site -Buffaloe Road
Raleigh,North Carolina
ATC PROJECT NO.
45.27923.0013
SCALE:NOTED
II
~
II
USGS Tapa Map
I I
.