HomeMy WebLinkAbout20140641 Ver 1_Application_20140625Page 3 of 10
PCN Form – Version 1.4January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
80.3636
UTtoBillBranch
ClassC
Yadkin
Theexistinglanduseisresidential.Thelanduseinvolvessinglefamilyresidencesandashoppingmall.
0
Constructaleftturnlanetoalleviatetrafficcongestions
A leftturnlanewillbeadded.Standardroadbuildingequipmentwillbeused.
36.1524
30
AnyEuliss,DEO
Page 8 of 10
PCN Form – Version 1.4January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the projectinclude or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
74
seeattached.
DWR-TPU
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D RAW N BYREVISED D ATE
COU NTY:
W .O. NU M BER:
D ATE D RAW N
NA
D RAW N BY
PLAN SCALE: NA
GW G
X
.
TSD
TD
RO CK IN LET PRO TECTIO N :
896.01 TY PE A .....................................................A O R A
896.02 TY PE B......................................................B O R B
896.03 TY PE C......................................................C O R C
897.01 RO CK PIPE IN LET PRO TECTIO N .........
N /A PIPE O U TLET EN ERG Y D ISSIPA TO R..
N /A D RA IN A G E TU RN O U T...........................
N /A RIP-RA P LIN ED D ITCH ..........................
N /A STREA M ......................................................
ERO SIO N CO NTRO L LEG END
HIGH POINT/ W ATER FLOW DIRECTION
TEM P. SLOPE DRAIN W / EARTH BERM
SILT BASIN TYPE A
SILT BASIN TYPE B
TEM PORARY SILT DITCH
TEM PORARY DIVERSION DITCH
STORM DRAINAGE GE PIPE
TEM PORARY ROCK SEDIM ENT DAM TYPE A
TEM PORARY ROCK SEDIM ENT DAM TYPE B
TEM PORARY ROCK SILT CHECK TYPE A
TEM PORARY SILT FENCE
ROCK SILT SCREEN
TEM PORARY ROCK SILT CHECK TYPE B
N /A
245.01
245.02
245.03
245.05
100.01B
890.05
892.01
892.02
892.04
893.01
894.01
895.10
N /A ...................................................................W ATTLE
A BAFFLE IN A SEDIM ENT DAM ( 1 EVERY 10’)XXXXX
LEGEND
UTILITIES & STRUCTURES
T
EXISTING EDGE OF PAVEMENT
EXISTING BACK OF CURB
EXISTING EDGE OF TRAVEL WAY
EXISTING CONCRETE ISLAND
PROPOSED EDGE OF PAVEMENT
PROPOSED BACK OF CURB
PROPOSED LANE LINES
( NOTE: STRIPING WILL BE DRAWN UP BY TRAFFIC SERVICES)
PROPOSED CONCRETE ISLAND
POWER POLE
TELEPHONE PEDESTAL
GUY WIRE
SIGNAL BOX
CATCH BASIN & DI’S
GUARDRAIL
SANI. SEWER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
FENCE
EXISTING RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY LINE
EXISTING PROPERTY LINE
S
PROPOSED EASEMENT CONSTRUCTION
PROPOSED TOE OF SLOPE
SIDEWALK
X X X X
SANI. SEWER CLEANOUT
FIRE HYDRANT
UTILITY & SIGNAL POLE
TREE
HEDGE ROW
WOOD LINE
0
0
0
PRO FILE (HO RIZO N TAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
D ESIGN D ATA Prepared in the Office of:
SIGNATU RE:
SIGNATU RE:
P.E.
P.E.
2012 STAND ARD SPECIFICATIONS
GRAPH IC SCALES
PLAN S
PRO FILE (VERTICAL)
LOCATION:
TYPE OF W ORK :
0
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9
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DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
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375 Silas C reek P kw y., W inston Salem N C , 27127
D ISTRICT ENGINEER
ENGINEER
D IVISION TRAFFIC
D EPARTM ENT OF TRAN SPORTATION
D IV. 9 / D ISTRICT II
VICIN ITY M AP
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YADKIN VILLE RD
APPROX. IN TERSECTION OF YAD K IN VILLE RD (1525)
AND TRANSOU RD (3210)
GRAD ING, PAVIN G, D RAINAGEPfafftown
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15" HDPE
626
628
805.85
629
817.31
630
8178.41
631
819.13
632
824.93
288
788.85
289
826.87
W ETLANDS
WETLANDS
TSF
TSF
< X
< X
P R O P . 1 5 0’ S T O R A G E
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YADKINVILLE ROAD SR 1525 3
6
" R
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36" RCP
1522
1434
1435
3210
3217
3256
3255
3255
1518
1451
1451
1520
3220
3219
3338
1447
1525
3364
3364
3365
3366
3390
3389
4100
TCE
TCE
TCE
N
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D
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D
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YADKINVILLE ROAD & TRANSOU ROAD
N
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HYDRAULICSROADWAY DESIG N
ENG IN EER EN GINEER
R/W SHEET NO .
SHEET NO .PRO JECT REFERENCE N O .
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YADKINVILLE& TRANSOU 2
1
DESIGN SPEED 50
POSTED SPEED 45
EROSION CONTROL
USE BEST MANAGEMENT PRACTICES.
NO EROSION CONTROL NEEDED LESS THAN 1 ACRE.
DI#1
DI#2
P ULL DI TCH
W I TH 36" R CP
R E P LACE 1 8" R CP
R E P LACE W I TH 36" R CP
R E M OVE E XI STI NG P I P E S AND
39.92’ R14+0 5 -L -
D
11+65-L-
28.29’ R
D
38.24’ R
D
1 1 +5 7 .5 0 -L -
11+50-L-
48.19’ R
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48.12’ R
D
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28.12’ R
D
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28.16’ R11+44.94-L-
48.16’ R
11+44.94-L-
11+65-L-
28.29’ R
38.24’ R11+5 7 .5 0 -L -
11+50-L-
48.19’ R
11+25-L-
48.12’ R
11+25-L-
28.12’ R
28.16’ R11+44.94-L-
48.16’ R
11+44.94-L-
STR E AM
STREAM
WETLANDS
18
"
R
C
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2
4
"
R
C
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24" RCP
15" RCP
?
?
YADKINVILLE ROAD SR 1525
SEE INSET
INSET
5897-77-7121.00
DB 1936 PG 3589
William Ammons
5897-77-5070.00
DB 2107 PG 3776
C&M POPERTIES
5897-76-3989.00
DB 1704 PG 1987
Randell Pendergrass
5897-66-8689.00
DB 2448 PG 3628
Virginia Dodson
5897-77-2367.00
Grandview Inc.
NTS
P
OT Sta. 10+00.00-S-PI Sta. 10+60.86-S-
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PIN #TCE AREA(Now or Formally)
OWNER NAME
PDE AREA
RANDELL PENDERGRASS 5897-76-3989.00
VIRGINIA DODSON 5897-66-8689.00 398 SQ. FT.
2444 SQ. FT.253 SQ. FT.
3
6
"
R
C
P
36" RCP
DURING PIPE AND DRAINAGE W ORK
STREAM TO BE DEW ATERED
D
DEW ATERED DURING CONSTRUCTION
HATCHED AREA TO BE
STREAM IM PACT
30 LF OF TEM PORARY
2006 STAND ARD SPECIFICATIONS
PROJECT NAM E
W .O. NUM BER
D RAW N BYDATE D RAW N COUNTY
SR # / ROAD NAM E
CH ECKED BY
SCALE
FORSYTH
375 SILA S C R E E K P K W Y , W IN STO N SA LE M , N C 27127
REVISED
APP. BY D IST. ENG.D ATE
D ATENA
D ATE REVISIONS
D EPARTM ENT OF TRANSPORTATIONDEPARTMENT OF TRANSPORTATION
Prepared in the Office of:
D EPARTM ENT OF TRANSPORTATION
3/25/14
1" = 30’
6/19/14
APP. BY D IV. TRAFFIC ENG.
5/30/14 DRAINAGE
Yadkinville Rd/Transou Rd.
SR 1525 YADKINVILLE ROAD
GW G
NTSII
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1
2
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1
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STR E AM
STREAM
STREAM
15" HDPE
15" HDPE
STR E AM
W ETLA N D S
WETLANDS
P R O P . 1 5 0’ S T O R A G E
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10
YADKINVILLE ROAD SR 1525 3
6
" R
C
P
36" RCP
175.90’
D
D
300.00’
TCE
TCE
TCE
634
782.79
635
782.44
18
"
R
C
P
2
4
"
R
C
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24" RCP
15" RCP
?
?
15" RCP
12" RCP
12" RCP
15" RCP
EX DI
EX DI
EX DI
EX DI
15" RCP
15" RCP
15"
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MATCH EXIST. SE
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6’ UNPAVED
SHOULDER SHOULDER
6’ UNPAVED
C2
2:
12:1
0.08 0.08
11’-17’11’-17’
11’-18’11’-18’
11’-36’
TYPICAL SECTION A
11+32.25 to 17+06 -L-
(Version 1.2; Released September 2011)
County(ies):Forsyth Page 1 of 1
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Surrounding Land Use: Residental0.14 miles
N/A
0.50Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
Buffer Rules in Effect
Project Description
None
No
None
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
Class C
Other Stream Classification:
City/Town:
1020 Birch Ridge Dr Address:
Pfafftown
919.707.6711
Forsyth
ac.
General Project Narrative:Project involves improvement to intersection of SR 1525 (Yadkinville Rd) and SR 3110 (Transoud Road). Improvements include
lengthening of center turn land and thru lanes as well as upgrade to some existing drainage systems.
Shoulder section with grassed shoulders and swales will be used. For replacement under SR 1525 will upsize from existing 24" to 36" pipe. Wetland is located at pipe inlet so
set invert at natural ground.
Typical Cross Section Description:
References
N/A
0.60
Average Daily Traffic (veh/hr/day):
ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Galen Cail
Roadway Widening
General Project Information
Address:
6/12/2014
Raleigh, NC 27610
Project/TIP No.:
NCDOT Contact:
Project No.:
Contractor / Designer:
gcail@ncdot.gov
Yadkin-Pee Dee
Three 12' lanes (one is a turning lane).Two 11' lanes, one 10' turning lane.
N/A
NCDWQ Stream Index No.:
Supplemental: None
Primary:
Trib. To Bill Branch