HomeMy WebLinkAbout20020822 Ver 1_General Correspondence_20020531
G~ ' CR Michael F. Easley
\OC~ QG Governor
William G. Ross, Jr., Secretary
-1 Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
May 31, 2002
DWQ # 02-0822
Guilford County
NCDOT-PDEA
c/o: Ms. Heather Montague
1548 Mail Service Center
Raleigh, NC 27699
Subject Property: DOT Tip Project No. U-3615, Skeet Club Rd. (SR1826) & North Main St. (SR1003)
Hiatt Branch [03-06-08, 17-3-1-(1), WS-IVI
West Fork Deep River [03-06-08, 17-3-(0.7) WS-IV CA]
On-Site Determination for Applicability to the Randleman Buffer Rules (15A NCAC 2B .0250)
Dear Ms. Montague:
On May 23, 2002, at your request Division of Water Quality (DWQ) staff conducted an on-site determination to
review drainage features on the subject property for applicability to the Randleman River Buffer Rules [ 15A NCAC 2B
.0250]. As a result of our on-site determination the DWQ has determined that several drainage features listed in the table
below and approximated on the attached map stamped and initialed by DWQ staff on 5/31/02 are subject to the
Randleman Buffer rules. No other surface waters subject to the Randleman Buffer Rules were found to exist within the
project limits.
Drainage Subject/Not Subject Notes
Feature w/n Project Limits
R6 Not Subject
R5 Subject Ditch directly to Classified Water; West Side of Road Only
R4 Not Subject
UT-1 Subject South Side Skeet Club Only
R3 Not Subject
UT-2 Subject South Side Skeet Club Only
UT-3 Subject South Side Skeet Club Only
R2 Not Subject
UT-3-2 Subject
UT-4 Subject
UT-3-3 Subject
UT-5 Subject
UT-6 Subject
R1 Not Subject Not Subject Both Sides of Skeet Club
W-2 Subject High Point Reservoir / Oak Hollow Lake is Subject
UT-8 Subject
This letter only addresses the applicability to the buffer rules and does not approve any activity within the
buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State. Any impacts
to wetlands, streams and buffers must comply with the Randleman Buffer Rules, 404/401 regulations, water supply
regulations (15A NCAC 2B .0216), and any other required federal, state and local regulations. Please be aware that even
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
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TABLE 4.--ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS
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Map ! Soil name ; Acres !Percent
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symbol
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Apg !Appling sandy loam, 2 to 6 percent slopes ! 21,232 ! 5.1
ApC ;Appling sandy loam, 6 to 10 percent slopes ! 9,125 ! 2.2
;CcB !Cecil sandy loam, 2 to 6 percent slopes ! 31,469 ! 7.6
CcC iCecil sandy loam, 6 to 10 percent slopes ! 9,149 ! 2.2
;COD ;Cecil sandy loam, 10 to 15 percent slopes ------------------------------------------i 5,335 ! 1.3
.CeB2 iCecil sandy clay loam, 2 to 6 percent slopes, eroded ! 24,274 ! 5.8
;CeC2 iCecil sandy clay loam, 6 to 10 percent slopes, eroded ! 10,302 ! 2.5
CfB ;Cecil-Urban land complex, 2 to 10 percent slopes ! 11,075 ! 2.7
;Ch lChewacla sandy loam----------------------------------------------------------------! 14,632 ! 3.5
"Co !Congaree loam ! 3,557 ! 0.9
+•CrB ICoronaca clay loam, 2 to 6 percent slopes--------------------- ; 9,590 ! 2.3
CrC lCoronaca clay loam, 6 to 10 percent slopes-----------------------------------------I 2,748 , 0.7
'CuB lCoronaca-Urban land complex, 2 to 10 percent slopes--------------------------------! 700 ; 0.2
EnB !Enon fine sandy loam., 2 to 6 percent slopes ! 44,139 ! 10.6
EnC !Enon fine sandy loam, 6 to 10 percent slopes ! 29,389 i 7.1
sEnD !Enon fine sandy loam, 10 to 15 percent slopes-7------------------------------------ ! 14,030 ; 3.4
!EoB2 !Enon clay loam, 2 to 6 percent slopes, eroded ! 1,526 ! 0.4
EoC2 !Enon clay loam, 6 to 10 percent slopes, eroded ! 2,244 ; 0.5
3oD2 !Enon clay loam, 10 to 15 percent slopes, eroded ; 1,008 ; 0.2
E !Enon complex, gullied ! 232 ! 0.1
EuB !Enon-Urban land complex, 2 to 10 percent slopes ! 15,296 i 3.7
3eC !Helena sandy loam, 6 to 10 percent slopes ! 1,719 i 0.4
-'ihB !Helena-Sedgefield sandy loams, 0 to 6 percent slopes ! 4.347 ! 1.0
IrB !Iredell fine sandy loam, 0 to 4 percent slopes ! 3,117 ! 0.7
MaB !Madison sandy loam, 2 to 6 percent slopes ! 3,515 ! 0.8
'MaC !Madison sandy loam, 6 to 10 percent slopes----------------------------------------- ! 7,611 ! 1.8 'MaD !Madison sandy loam, 10 to 15 percent slopes ! 6,230 ! 1.5
>MaE !Madison sandy loam, 15 to 35 percent slopes ! 11,716 ! 2.8
McB2 !Madison clay loam, 2 to 6 percent slopes, eroded---------
McC2 !Madison clay loam, 6 to 10 3,803 0.9
percent slopes, eroded--------------------------------- 9,448 ! 2.3
McD2 !Madison clay loam, 10 to 15 percent slopes, eroded ! 5,113 ! 1.2
McE2 !Madison clay loam, 15 to 25 percent slopes, eroded---------------------------------! 4,115 ! 1.0
Md !Madison complex, gullied ! 444 ! 0.1
..MeB !Madison-Urban land complex, 2 to 10 percent slopes ! 210 ! 0.1
`MhB2 !Mecklenburg sandy clay loam, 2 to 6 percent slopes, eroded ! 22,389 ! 5.4
?'MhC2 !Mecklenburg sandy clay loam, 6 to 10 percent slopes, eroded ! 12,462 ! 3.0
`MuB !Mecklenburg-Urban land complex, 2 to 10 percent slopes ! 11,265 ! 2.7
Pt !Pits ! 601 ! 0.1
'Jr !Urban land ! 4,730 ! 1.1
'JaB !Vance sandy loam, 2 to 6 percent slopes ! 7,356 ! 1.8
VaC !Vance sandy loam, 6 to 10 percent slopes ! 2,763 ! 0.7
VaD !Vance sandy loam, 10 to 15 percent slopes ! 3,060 ! 0.7
JuB !Vance-Urban land complex, 2 to 10 percent slopes ! 1,637 ! 0.4
Wh !Wehadkee silt loam I
5,870 , 1.4
dkC ,Wilkes sandy loam, 6 to 10 percent slopes ! 3,769 ! 0.9
WkD !Wilkes sandy loam, 10 to 15 percent slopes ! 3,030 ! 0.7
=WkE !Wilkes sandy loam, 15 to 45 percent slopes ! 9,355 ! 2.2
Water
! 5,213 ! 1.3
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Total--------------------------------------------------------------------! 415,940 ! 100.0
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