20190225 Ver 2_Apex Greenway_Permit Drawings_FINAL_20210326

(Version 2.04; Released November 2015)TIP No.:APEX GWYCounty(ies):Wake Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year: Existing: Year:Aquatic T&E Species?NoComments:No N/ANoN/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.New construction, no existing greenway on existing project [e-mail] Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyNeuseBuffer Rules in Effect:N/ANone10' greenway with grassed shoulders and a 30' crossingWaterbody InformationNCDWR Stream Index No.:Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)NoneTown of Apex proposes a new greenway that begins at Sunset Lake Drive and crosses over Middle Creek. Apex Middle Creek Greenway is a new construction project. The project intends to construct a 0.34-mile-long greenway that will disturb 1.55 acres of lands. Drainage area impacts will be minimized and be maintained as close to pre-construction conditions as possible. There are currently no stormwater treatment devices, and none are being proposed. There is one stream crossing location that will require a new pipe crossing which will cause a stream impact. All stream impacts will be kept within the limits of disturbance during construction. Additionally, an equalizer pipe will be constructed where the wetland is being crossed. The fill slopes and erosion and sediment control devices have been minimized to reduce impacts within buffer zones and wetlands to the greatest extent practical.Summit Design and Engineering ServicesTown of ApexHighway Stormwater Program STORMWATER MANAGEMENT PLANProject Type:Address:General Project InformationAPEX GWYWBS Element:OtherWBS Element:Jason Patskoski, PhD, P.E.NCDOT Contact:1110 Navaho Drive, Suite 600Raleigh, NC 27609Contractor / Designer:[phone]Address:3/4/2021WakeApexRiver Basin(s): City/Town:1.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoUrban Area with Residential Land UsesTributary to Middle Creek27-43-15-(1)0.0.34 mileProject DescriptionProposed ProjectNeuseNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?
PROJECT
BEGIN
PROJECT
END
VICINITY MAP
LOCATION:
TYPE OF WORK:
RIVER BASIN: NEUSE RIVER
MIDDLE CREEK GWY
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN09/08/990
00
04-MAR-2021 16:262017-135_hyd_prm_tsh.dgnhe.yangCONTRACT:SUMMIT PROJECT REFERENCE NO.
Prepared in the Office of:
PROJECT DESIGNERSUMMIT PROJECT:TOWN OF APEX CONTACTMIDDLE CREEK GWYFut
ure
N
C-540Su
nset La
ke Rd Middle Creekof Apex
Town
GRADING, DRAINAGE, AND PAVING
PROJECT LOCATION
SUNSET LAKE DRIVE AND MIDDLE CREEK
TOWN OF APEX
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V
FUNC CLASS =
MPH=
FIRM NO. P-0339
50 25 50 100
50 25 50 100
10 5 10 20
SUB REGIONAL TIER
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
320 Executive Ct.
N/A
LOCAL URBAN
TOTAL LENGTH PROJECT = 0.340 MILES
SHEET 1 OF 13
PERMIT DRAWING
Angela Reincke
P372
Rd.CNAD 83/ 2011
S
u
nset
L
akePineElmDr.Ln.Dr.BlackForestCo
lon
ia
lOa
ksKingsMonarch
B
irch
Dutch
27.1 LF 18" RCP-IV
68.8 LF 24" RCP-IV
30.3 LF 24" RCP-IV
34.3 LF 24" RCP-IV
FILL IN WETLAND
MECHANIZED CLEARING MATCH LINE -L1- STA 20+50 (SEE SHEET 05)2
380
330
340
350
360
370
380
330
340
350
360
370
11 12 13 14 15 16 17 18 19 2010 21
SHEET 2 OF 13
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
GRAPHIC SCALE
0'50'100'50'
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.altaplanning.com
NC License #P-1301
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/9904-MAR-2021 16:262017-135_hyd_prm_psh_2.dgnhe.yangDurham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
GR60" CONCSR 1301 SUNSET LAKE RD 62'
BST30" C&G30" C&GLOCATI
ONAPPRX DI
101520SITE 1
JB w/MH
2GI-D1015 20C
FC
CCCC
F
VC = 30'
PI = 10+48.09
EL = 357.43'
PI = 10+54.10
EL = 357.54'
(-
)8.0402%PI = 10+60.07
EL = 357.06'
(-)1.5986%
PI = 11+07.43
EL = 356.30'EL = 351.05'STA 12+50 -L- LTBEGIN DITCH GRADEEL = 352.33'STA 14+25 -L- LTBEGIN DITCH GRADEEL = 352.05'STA 14+00 -L- LTDITCH PIEL = 351.55'STA 13+00 -L- LTDITCH PIEL = 350.43'STA 12+81 -L- LTEND DITCH GRADE2
.0%5.9%0.5%EL = 353.07'STA 14+50 -L- LTBEGIN DITCH GRADE1.1%0.5%EL = 354.00'STA 15+50 -L- LTBEGIN DITCH GRADEEL = 352.71'STA 15+21 -L- LTEND DITCH GRADE4.4%EL = 352.88'STA 17+25 -L- LTBEGIN DITCH GRADEEL = 352.26'STA 17+50 -L- LTBEGIN DITCH GRADEEL = 353.92'STA 16+50 -L- LTBEGIN DITCH GRADEEL = 352.16'STA 16+82 -L- LTEND DITCH GRADEEL = 352.75'STA 17+00 -L- LTDITCH PI3.3%5.5%D0.5%0.54%EL = 351.04'STA 19+75 -L- LTDITCH SECTION CHANGE0.54%
PI = 11+88.20
EL = 352.35'(-)5.3833%
EL=357.34
-L1- STA. 10+34.59
TIE TO EXISTING
BEGIN GRADE
EL = 357.23'
PI = 10+36.59
EL = 357.34'
PI = 10+34.59
PI = 12+60.00
EL = 355.58'
PI = 13+79.73
EL = 352.34'
PI = 15+70.01
EL = 357.86'
VC = 170'PI = 18+20.09
EL = 352.61'
VC = 60'VC = 60'VC = 50'
(+)1.7193%(+)4.5000%(-)2
.7000%(+)2.9000%(-)2.1000%
(+)1.8303%
PI = 20+60.00
EL = 352.40'
VC = 60'(-)4
.
9
0
0
0%(-)0.0888%
SEE SHEET 6 & 7 FOR ENLARGED PLANS
LEFT DITCHRFH
27.1 LF 18" RCP-IV
68.8 LF 24" RCP-IV
30.3 LF 24" RCP-IV
34.3 LF 24" RCP-IV
FILL IN WETLAND
MECHANIZED CLEARING MATCH LINE -L1- STA 20+50 (SEE SHEET 05)3
380
330
340
350
360
370
380
330
340
350
360
370
11 12 13 14 15 16 17 18 19 2010 21
SHEET 3 OF 13
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
GRAPHIC SCALE
0'50'100'50'
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.altaplanning.com
NC License #P-1301
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/9904-MAR-2021 16:272017-135_hyd_prm_psh_3.dgnhe.yangDurham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
GR60" CONCSR 1301 SUNSET LAKE RD 62'
BST30" C&G30" C&GLOCATI
ONAPPRX DI
101520342342343343343343
3
4
4344
345345345345
345
345346346
346
346346347347347347347347
347
347347 347347347347347347 347347347347347347347
348348348
348
348
348
348
348348348348
348348
3483
4
8 348348
3
4
8
3483483483483
4
8
3483483483483483483
4
9
349349
349
349349349349349349349
349
349 349349349 349349349349349349 349349349349
3493493493493493493503
5
0
350
350350350
350
350
350
350350
350
350 350350
350
350
350350
350350350350 350350350350350350350350350351351
351351
351 351351351
3
51
351351352352352352
352
352 352352
3523523523523
5
2
352
353
353
35
3
353
353353353353353353 3533
5
3 354
354
354
354
3543543
5
4
3
54
354
354
3
5
4
355
355
355
355
355
3 5 5
355
35
5
355
355355355
355
355
355
356
356356
356
356
356356
356
357
357357
357
357357357
357358
358
358
358
358358
358 359359
359
359
359
359
359 359359360
360
360360360
360
360
360360360
360
360
360 3603
6
1361361
361361
361
361
36236
2362
362362
362
3
6
2 362363
3633
6
3
363
363
363
363364
364
364364364364364
364
364
365
365365
365
365365365
365365365365
365
36536536536
5
365
365366366366
366
366366
366366
366366366366366366367367367
367367367367367 367367368
3
6
8
368
3683683683
68
368
368368368368368368369
369
369
369369
369369
369
369 369370370
3
7
0
3
7
0370
370
370
370370
370370370
3
7
0
3
7
0
3
70
370 370371
371
371
371371
371
371 371372372
372372372372
372
372
373
373
373373
373 373374374
374374374374
374
374
3753
7
5
375375
375
375375375375375
375
375
375376
37637637
6 376377377
377
377
377 378378378
378
379
379379379
379
379 380380
380380380
380380 380381381381381381381382382382
382
382382382382383 383383383384
384
385
385
3
8
5
386
386388389
389
SITE 1
JB w/MH
2GI-D1015 20C
FC
CCCC
F
VC = 30'
PI = 10+48.09
EL = 357.43'
PI = 10+54.10
EL = 357.54'
(-
)8.0402%PI = 10+60.07
EL = 357.06'
(-)1.5986%
PI = 11+07.43
EL = 356.30'EL = 351.05'STA 12+50 -L- LTBEGIN DITCH GRADEEL = 352.33'STA 14+25 -L- LTBEGIN DITCH GRADEEL = 352.05'STA 14+00 -L- LTDITCH PIEL = 351.55'STA 13+00 -L- LTDITCH PIEL = 350.43'STA 12+81 -L- LTEND DITCH GRADE2
.0%5.9%0.5%EL = 353.07'STA 14+50 -L- LTBEGIN DITCH GRADE1.1%0.5%EL = 354.00'STA 15+50 -L- LTBEGIN DITCH GRADEEL = 352.71'STA 15+21 -L- LTEND DITCH GRADE4.4%EL = 352.88'STA 17+25 -L- LTBEGIN DITCH GRADEEL = 352.26'STA 17+50 -L- LTBEGIN DITCH GRADEEL = 353.92'STA 16+50 -L- LTBEGIN DITCH GRADEEL = 352.16'STA 16+82 -L- LTEND DITCH GRADEEL = 352.75'STA 17+00 -L- LTDITCH PI3.3%5.5%D0.5%0.54%EL = 351.04'STA 19+75 -L- LTDITCH SECTION CHANGE0.54%
PI = 11+88.20
EL = 352.35'(-)5.3833%
EL=357.34
-L1- STA. 10+34.59
TIE TO EXISTING
BEGIN GRADE
EL = 357.23'
PI = 10+36.59
EL = 357.34'
PI = 10+34.59
PI = 12+60.00
EL = 355.58'
PI = 13+79.73
EL = 352.34'
PI = 15+70.01
EL = 357.86'
VC = 170'PI = 18+20.09
EL = 352.61'
VC = 60'VC = 60'VC = 50'
(+)1.7193%(+)4.5000%(-)2
.7000%(+)2.9000%(-)2.1000%
(+)1.8303%
PI = 20+60.00
EL = 352.40'
VC = 60'(-)4
.
9
0
0
0%(-)0.0888%
SEE SHEET 6 & 7 FOR ENLARGED PLANS
LEFT DITCHRFH
COIR FIBER MATTINGCOIR FIBER MATTING
35.8 LF 3@48" RCP-IV
EQUALIZER PIPE
36 LF 12" RCP-IV
BURIED 20%
PROP 3 @ 48" CMP
MECHANIZED CLEARING
IMPACT
STREAM
TEMPORARY
IMPACT
STREAM
TEMPORARY
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
PI = 27+12.70
EL = 350.00'
PI = 27+94.85
EL = 351.29'
(+)1.5723%(-)0.0293%
VC = 60 VC = 60'REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.altaplanning.com
NC License #P-1301
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/9904-MAR-2021 16:272017-135_hyd_prm_psh_4.dgnhe.yangDurham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
MATCH LINE -L1- STA 20+50 (SEE SHEET 04)4
330
340
350
360
370
330
340
350
360
370
21 22 23 24 25 26 27 2820
SHEET 4 OF 13
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
GRAPHIC SCALE
0'50'100'50'
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
PERMITTED FOR R-2721
PERMANENT IMPACTS9' BST TRAIL25GREU TL-3SITE 2
SITE 3
SITE 4 GREU TL-3HW
GRADE TO DRAIN
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
EST TONS CLASS 'I' = 16 TONS
EST GEOTEXTILE = 24 SY
EST COIR FIBER MATTING = 13 SY
DDE = 19 CY
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
EST TONS CLASS 'I' = 17 TONS
EST COIR FIBER MATTING = 15 SY
DDE = 13 CY
EST GEOTEXTILE = 23 SY
W/ GEOTEXTILE
CL 1 RIP RAP
W/ GEOTEXTILE
CL 1 RIP RAP
1.5'
1.5'
KEY IN 1.0'
KEY IN 1.0'
1:1 OR FLATTER 1:1 OR FLATTER
COIR FIBER MATTING
1.5'
1.5'
KEY IN 1.0'
KEY IN 1.0'
1:1 OR FLATTER 1:1 OR FLATTER
COIR FIBER MATTING
W/ GEOTEXTILE
CL 1 RIP RAPW/ GEOTEXTILE
CL 1 RIP RAP
INLET TYPICAL US 3@48" RCP INLET TYPICAL US 3@48" RCP
EL=351.28
-L1- STA. 28+46.58
TIE TO EXISTING GREENWAY
END GRADE
EL=350.00
-L1- STA. 26+82.70
TIE TO PROPOSED NC-540 GREENWAY
BEGIN GRADE
EL=350.00
-L1- STA. 23+35.75
TIE TO PROPOSED NC-540 GREENWAY
END GRADE
PI = 20+60.00
EL = 352.40'
PI = 21+20.50
EL = 349.67'
PI = 21+80.00
EL = 352.35'
PI = 22+41.24
EL = 349.40
PI = 23+15.75
EL = 350.00'
VC = 60'
VC = 40'VC = 40'VC = 40'VC = 40'
(+)1.5723%
(+)1.5723%(-)0.0293%351.28(-)0.0888%
0.0000%(-)4
.5
0
0
0%(+)4.5000%(-)4
.5
0
0
0%(+)0.5422%
SEE SHEET 8 & 9 FOR ENLARGED PLANS
SEE SHEET 10 & 11 FOR ENLARGED PLANS
SITE 5
0 TO 6'
VARIES
0 TO 3'
VARIES
0 TO 9'
VARIES
0 TO 5'
VARIES
COIR FIBER MATTINGCOIR FIBER MATTING
35.8 LF 3@48" RCP-IV
EQUALIZER PIPE
36 LF 12" RCP-IV
BURIED 20%
PROP 3 @ 48" CMP
MECHANIZED CLEARING
IMPACT
STREAM
TEMPORARY
IMPACT
STREAM
TEMPORARY
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
PI = 27+12.70
EL = 350.00'
PI = 27+94.85
EL = 351.29'
(+)1.5723%(-)0.0293%
VC = 60 VC = 60'REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.altaplanning.com
NC License #P-1301
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/9904-MAR-2021 16:272017-135_hyd_prm_psh_5.dgnhe.yangDurham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
MATCH LINE -L1- STA 20+50 (SEE SHEET 04)5
330
340
350
360
370
330
340
350
360
370
21 22 23 24 25 26 27 2820
SHEET 5 OF 13
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
GRAPHIC SCALE
0'50'100'50'
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
PERMITTED FOR R-2721
PERMANENT IMPACTS9' BST TRAIL2534
3
3433433
4
4 344344344
344
344 344344
344345345
345
345
345
345345345345345345345345345
345
345
345
345
345
345345
345345345346
346346
346
3463
4
6 346346 346346346
346
346
3463463
4
7
347347347
3473
4
7 347347347347 347347
347
347
347 347347347
3473
4
7347347 347348
3 4 8
348
348
348348348348348 348348348
348
348
348
348
348348348348348 348348349349349349
349
349
349
349349349349
3493493493493493493493
4
9
349
349
349349 349349349349349
349349349349349349349 349349349349349349349 349349349350350
350
350350350350
3
5
0
350
350
3503503503503503503
5
0350350 350350350350350
350
350350350350
350350350350
350350350350
350 350350350
350 350350350350350350
350350350
35
0
350
3
5
0
350 350350 350350350
350350350350350350350351
351
351351351 351351351351
351351351351 35
1
351
351 351351351351351
3
5
1 351351351351351
351
3
5
1
3513513513513513513 5 1351351351
351352
352
35235235235
2
352
3523523523523523523523523523523523
5
2
352
3523523523523
5
2 352352352352352
352 352352352352
3523523523523523533533533533
5
3353
353353
353
353
353
353353353354
354
354
354 354354
354
354354354 3
5
5355355
355
3
5
5
355
355355 355355355
355355 356356356356356356
357
357
357357357
358
358
358 358358358
359
359359359359359360360360360360
360360 360360360
360
360360361361361361361
361
36236236
2362362
363
363
363 363363363
363
364
3
6
4364364
364 364365
365
365365365365
365
366366366 367367367
367
3
68
368
3
6
9
369 370
370370
371
371
372
372372372373373374374374
375375GREU TL-3SITE 2
SITE 3
SITE 4 GREU TL-3HW
GRADE TO DRAIN
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
EST TONS CLASS 'I' = 16 TONS
EST GEOTEXTILE = 24 SY
EST COIR FIBER MATTING = 13 SY
DDE = 19 CY
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
EST TONS CLASS 'I' = 17 TONS
EST COIR FIBER MATTING = 15 SY
DDE = 13 CY
EST GEOTEXTILE = 23 SY
W/ GEOTEXTILE
CL 1 RIP RAP
W/ GEOTEXTILE
CL 1 RIP RAP
1.5'
1.5'
KEY IN 1.0'
KEY IN 1.0'
1:1 OR FLATTER 1:1 OR FLATTER
COIR FIBER MATTING
1.5'
1.5'
KEY IN 1.0'
KEY IN 1.0'
1:1 OR FLATTER 1:1 OR FLATTER
COIR FIBER MATTING
W/ GEOTEXTILE
CL 1 RIP RAPW/ GEOTEXTILE
CL 1 RIP RAP
INLET TYPICAL US 3@48" RCP INLET TYPICAL US 3@48" RCP
EL=351.28
-L1- STA. 28+46.58
TIE TO EXISTING GREENWAY
END GRADE
EL=350.00
-L1- STA. 26+82.70
TIE TO PROPOSED NC-540 GREENWAY
BEGIN GRADE
EL=350.00
-L1- STA. 23+35.75
TIE TO PROPOSED NC-540 GREENWAY
END GRADE
PI = 20+60.00
EL = 352.40'
PI = 21+20.50
EL = 349.67'
PI = 21+80.00
EL = 352.35'
PI = 22+41.24
EL = 349.40
PI = 23+15.75
EL = 350.00'
VC = 60'
VC = 40'VC = 40'VC = 40'VC = 40'
(+)1.5723%
(+)1.5723%(-)0.0293%351.28(-)0.0888%
0.0000%(-)4
.5
0
0
0%(+)4.5000%(-)4
.5
0
0
0%(+)0.5422%
SEE SHEET 8 & 9 FOR ENLARGED PLANS
SEE SHEET 10 & 11 FOR ENLARGED PLANS
SITE 5
0 TO 6'
VARIES
0 TO 3'
VARIES
0 TO 9'
VARIES
0 TO 5'
VARIES
30.3 LF 24" RCP-IV
27.1 LF 18" RCP-IV
FILL IN WETLAND
MECHANIZED CLEARING
GRAPHIC SCALE
0'20'40'20'
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 6 OF 13
PERMIT DRAWING
6
www.altaplanning.com
NC License #P-1301
Durham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
JB w/MH
2GI-D
O
O
O
CGREX P/L+06.84 -Y3-EX P/L+06.94 -Y3-SITE 1
C
F
NC GRI
DNAD 83 NA 2011
30.3 LF 24" RCP-IV
27.1 LF 18" RCP-IV
30.3 LF 24" RCP-IV
FILL IN WETLAND
MECHANIZED CLEARING
GRAPHIC SCALE
0'20'40'20'
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 7 OF 13
PERMIT DRAWING
7
www.altaplanning.com
NC License #P-1301
Durham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
JB w/MH
2GI-D
O
O
O
CGR346347 347 347347348
348
348
348
348348348348348348349
349
349349349349349349349
349349349
349349349349350350350
350
350
350
350350
350
350 350350350350 350350350350351
351 351351351
351352
352
352
3523523523523
5
2
35235
3
353
353353353353353
354
354
354354354
355
3 5 5
355
3
5
5
355
355355356
356
356357
357357358
358
358359
359
359 359359360360
360
360360360 360361361 362362
362
363
363
363 364364364 365365
365
365365366
3663663663673673673683
6
8
368 368369369 370370370
3
7
0 371371 372372 373373 374374375
SITE 1
C
F 12" DI
PGRLI
FT STATI
ONSANI
TARYGATEINV=342.14'
INV=341.98'INV=342.91'INV=342.91'8" PVC
24" PVC
GRAPHIC SCALE
0'20'40'20'
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 7 OF 13
PERMIT DRAWING
7
www.altaplanning.com
NC License #P-1301
Durham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*NC GRI
DNAD 83 NA 2011NC GRI
DNAD 83 NA 2011
IMPACT
STREAM
TEMPORARY
IMPACT
STREAM
TEMPORARY
www.altaplanning.com
NC License #P-1301
Durham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'10'20'10'
SHEET 8 OF 13
PERMIT DRAWING
PERMITTED FOR R-2721
PERMANENT IMPACTS
HW
SITE 2
SITE 3NC GRI
DNAD 83 NA 2011
IMPACT
STREAM
TEMPORARY
IMPACT
STREAM
TEMPORARY
www.altaplanning.com
NC License #P-1301
Durham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'10'20'10'
SHEET 9 OF 13
PERMIT DRAWING
9
PERMITTED FOR R-2721
PERMANENT IMPACTS
HW
344
344 344345
345
345346
346347
347348
3483483493
4
9 349349349
3493493493
5
0
SITE 2
SITE 3NC GRI
DNAD 83 NA 2011
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
www.altaplanning.com
NC License #P-1301
Durham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLAND
DENOTES FILL INFF
GRAPHIC SCALE
0'10'20'10'
SHEET 10 OF 13
PERMIT DRAWING
10
PERMITTED FOR R-2721
PERMANENT IMPACTS
9' BST TRAILSITE 4 NC GRI
DNAD 83 NA 2011SITE 5
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
I-540
IMPACTED DURING
WETLAND AREA TO BE
UNDER CONSTRUCTION
GREENWAY CURRENTLY
www.altaplanning.com
NC License #P-1301
Durham, North Carolina 27701
111 S. Main Street
Suite 100
p:919.484.8448
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLAND
DENOTES FILL INFF
GRAPHIC SCALE
0'10'20'10'
SHEET 11 OF 13
PERMIT DRAWING
11
PERMITTED FOR R-2721
PERMANENT IMPACTS
9' BST TRAIL345345345
345
345 345346346
346 347347
347347347348348
348 348349 349349349350
350
350350350350350350
350350
350 350350351351351 351351352352SITE 4 NC GRI
DNAD 83 NA 2011SITE 5
RIGHT TB
LEFT TB
LEFT TB
RIGHT TB
SLOPE = 0.005 FT/FT
3@48" CMP BURIED 20%EXISTING CHANNEL
PROPOSED GREENWAY
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
04-MAR-2021 16:282017-135_hyd_prm_psh_12.dgnhe.yangDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
340
350
12
SHEET 12 OF 13
PERMIT DRAWING
STA 22+81 -L1-
3 @ 48" RCP BURIED 20%
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)114+40 to 14+95 RTGreenway<0.01*<0.01**221+20 to 22+18 LT & RTGreenway0.05<0.01***322+63 to 22+96 LT & RT3@48" RCP0.02 <0.01****668427+35 to 27+81 LT & RTGreenway0.01<0.01*****528+08 to 28+47 LT & RTGreenway0.01<0.01******TOTALS*:0.08<0.01*******0.02 <0.01****668Rounded totals are sum of actual impacts***Greenway Mechanized Clearing in Wetlands = 165 sf****3@48" Crossing Temporary Stream Impact = 59 sf*****Greenway Mechanized Clearing in Wetlands = 76 sf******Greenway Mechanized Clearing in Wetlands = 117 sf*******Total Mechanized Clearing in Wetlands = 370 sfRevised 2013 10 24SHEET 13OF 13WAKE COUNTYSUNSET LAKE ROADTOWN OF APEXMIDDLE CREEK GREENWAY**Greenway Mechanized Clearing in Wetlands = 12 sf*Greenway Permanent Fill in Wetlands = 226 sfSTREAM PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTS3/4/2021