20201754 Ver 1_Meeting Request Review_20201116

ID#* 20201754
Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 11/16/2020
Contact Name * Kevin Martin
Contact Email Address* [e-mail]
Project Name* Austin Creek Sanitary Sewer Improvements
Project Owner* City of Raleigh (Attn: John Sorrell)
Project County* Wake
Owner Address: Street Address
1 Exchange Plaza, Suite 620
Address Line 2
P.O. Box 590
aty
State / Frovince / Region
Raleigh
NC
Rbstal/Zip Code
Country
27601
USA
Is this a transportation project? * r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit F- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.
The purpose of this project is for sanitary sevver improvements between
Jones Dairy Road and Tryon Subdivision in Wake Forest, NC. The project
size is around 2.75 acres.
Please give a couple of dates you are available for a meeting.

11 /17/2020
11 /18/2020
11 /19/2020
11 /20/2020
11 /23/2020
Please attach the documentation you would like to have the meeting about.
2020-11-12 Sewer Improvements Impact
1.08MB
Maps.pdf
Sewer Profiles.pdf 2.28MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
O;Vcb `• cp�21y- r�au r FtiP'oan r
Submittal Date 11/16/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

SHEET INDEX
OVERALL IMPACT MAP
1 COVER SHEET
2
AUSTIN CREEK
SANITARY SEWER IMPROVEMENTS
F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\SEWER OUTFALL\ IMPACTS.DWG , Nov 12, 2020 - 12:29 PM , BWILL
WETLAND AND BUFFER IMPACT MAPS
AUSTIN CREEK
SANITARY SEWER IMPROVEMENTS
WAKE FOREST, NORTH CAROLINA
PLANS PREPARED BY:
PRIEST, CRAVEN & ASSOCIATES, INC.
PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B COMPUTER DRIVE, SUITE 104, RALEIGH, N.C. 27609
PHONE 919 / 781-0300 FAX 919 / 782-1288
EMAIL [e-mail] FIRM#: C-0488
SHEET #
VERTICAL DATUM - NAVD88
HORIZONTAL DATUM - NAD83
VICINITY MAP 1"=2000'
1 OF 6
REVISIONS:
1.
2.
3.
4.
5.
IMPACT #13
IMPACT #24
JO
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ES
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WAI
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(
9
8
)CHALK RD.SEWER
OUTFALL
NORTHIMPACT #35
IMPACT #46
SEPTIC
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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CONCRETE BRIDGE DECK
ASPHALT
NOTES:STRIPING WAS NOT LOCATED DURING THIS SURVEY
TOP=257.83IN=254.71 ?OUT=SEDIMENT
FES=249.11
TOP=257.18IN=250.91OUT=250.61
TOP=256.90IN(A)=251.09IN(B)=251.49OUT=250.98
TOP=255.94IN=252.09OUT=251.53
TOP=255.95OUT=252.83
15"RCP
15"
RC
P
15"R
C
P
15"RCP
15"R
C
P
30"RCP
TOP=256.85OUT=252.54
A
B
RIPRAP
RIPRAP
TOP=258.91IN=243.03OUT=242.60
18" PV
C
TOP=256.65IN=243.25OUT=242.95
SANITARY SEWER INFO TAKEN FROM EARLIER SURVEY XSSRIPRAP
RIPRAP
X
S
S
XS
S
X
S
S
X
S
S
XSS XSS XSSTOP MH =289.77IN(A)=280.13IN(B)=280.45OUT=278.68
A
B
A
B
18" DIP
8" DIP
18" DI
P
TOP=276.2910" IN=267.9910" OUT=267.94
TOP=274.8410" IN=268.9710" OUT=268.83
TOP=287.68IN=284.08OUT=283.78
TOP=279.79IN=276.04OUT=275.02
TOP=277.47IN(A)=272.44IN(B)=269.87OUT=268.27
A
B
TOP=274.87
OUT=270.97
18"15"15"10"?
10"?
10"?
10"
10"TOP=274.82OUT =271.07
12
"
IN(A)=271.17IN(B)=271.22
AB
12"1"=500'NORTH2 OF 6JON
ES
DA
I
RY

RD
.AUSTIN VIEW BLVD.MAIN
DI
VI
D
E
D
R.
WAIT AVENUE (9
8
)
LEGEND
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 2
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 1
WETLANDS
GRAPHIC SCALE
1000 250500
1" = 500'
0 1500500
TEMPORARY IMPACTS TO JURISDICTIONAL WETLANDS
IN EXISTING CLEARED SEWER EASEMENTS
IMPACT 3
IMPACT 4
IMPACT 1
PERENNIAL
STREAM
PROJECT: SCALE: DATE: 2016-002.004OCTOBER 22, 2020WETLAND AND BUFFER IMPACTLOCATION: CLIENT:WAKE FOREST, NCPCIASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.EXHIBIT FOR AUSTIN CREEKSANITARY SEWER IMPROVEMENTSSHEET NUMBER: IMPACTS.DWG , Nov 12, 2020 - 12:29 PM , BWILLIMPACT 2
AU
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R
I
D
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E

P
K
W
Y
.
S
S
<<<<<<<<SXSSXS
S
XS
S
RIPRAP
XSS
XSS
X
S
S
X
S
S
XSS
A
18" DIP
8" DIP
TOP=287.68
IN=284.08
OUT=283.7815"10"?
DL
DL
DL
DL
DL
D
L
D
L
D
L
DL
DL
DL
DL
DL
DL
D
L
D
L
D
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DL 1"=500'NORTH3 OF 6IMPACT #1
GRAPHIC SCALE
200 50100
1" = 100'
0 300100
GREEN MOUNT
A
I
N

D
R
.
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 1,993 SF
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 307 SF PROJECT: SCALE: DATE: 2016-002.004OCTOBER 22, 2020WETLAND AND BUFFER IMPACTLOCATION: CLIENT:WAKE FOREST, NCPCIASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.EXHIBIT FOR AUSTIN CREEKSANITARY SEWER IMPROVEMENTSSHEET NUMBER: IMPACTS.DWG , Nov 12, 2020 - 12:30 PM , BWILLBUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 2,174 SF
LEGEND
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 2
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 1
WETLANDS
TEMPORARY IMPACTS TO JURISDICTIONAL WETLANDS
IN EXISTING CLEARED SEWER EASEMENTS
S
S
<
<<<<<<<<<RIPRAPXSSXSS
XS
S
XS
S
XS
S
XSS
XSS
XSS
X
S
S
X
S
S
X
S
S
XSS
XSS X
S
SXSS
TOP MH =289.77
IN(A)=280.13
IN(B)=280.45
OUT=278.68
18"
D
I
P
TOP=276.29
10" IN=267.99
10" OUT=267.94
TOP=274.84
10" IN=268.97
10" OUT=268.83
TOP=277.47
IN(A)=272.44
IN(B)=269.87
OUT=268.27
B
TOP=274.87
OUT=270.97
18"10"TOP=274.82
OUT =271.07
12
"
IN(A)=271.17
IN(B)=271.22
AB
12"
DL DL
DL
DL
DL
DL
DL
DL
D
L
D
L
D
L
DL
DL
DL
DL
DL
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DL
DL
DL
DL
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DL
DL
DL 1"=500'NORTH4 OF 6IMPACT #2
GRAPHIC SCALE
200 50100
1" = 100'
0 300100 PROJECT: SCALE: DATE: 2016-002.004OCTOBER 22, 2020WETLAND AND BUFFER IMPACTLOCATION: CLIENT:WAKE FOREST, NCPCIASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.EXHIBIT FOR AUSTIN CREEKSANITARY SEWER IMPROVEMENTSSHEET NUMBER: IMPACTS.DWG , Nov 12, 2020 - 12:30 PM , BWILLBUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 2,214 SF
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 3,700 SF
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 191 SF
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 1,208 SF
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 2,248 SF
MAIN
DI
VI
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D
R.LADEN DR.
LEGEND
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 2
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 1
WETLANDS
TEMPORARY IMPACTS TO JURISDICTIONAL WETLANDS
IN EXISTING CLEARED SEWER EASEMENTS
LINEAR
WETLAND
245
250
255
260
265
270
275
280
46+00 47+00
EXISTING GRADE
FROM GIS DATA
INV IN: 262.56 ( 73)INV OUT: 262.56 ( 72)MH #72 STA:45+97.76TOP: 271.48INV IN: 262.49 ( 72)INV OUT: 262.18 ( 71)MH #71 STA:45+81.53TOP: 269.44WETLAND AREA
S
S
S
S
S XSSXSSXSSXSS XSS
XSS
XSS
XSS XSSXSSDLDLDLDLDLDL
DL
DL DL DL
DL
DL
DL DL DLDLDLDLDL
DL DL
DLDLDLDL
DL 1"=500'NORTH5 OF 6IMPACT #3
GRAPHIC SCALE
100 2550
1" = 50'
0 15050
CONTRACTOR TO USE
EXISTING CLEARED
MAINTENANCE CORRIDOR
FOR ACCESS. CORRIDOR IS
APPROXIMATELY 15' BASED
ON FIELD OBSERVATION.
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 819 SF
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 319 SF
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 458 SF
TEMP STREAM IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 0.004 AC
BUFFER IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT: 451 SF PROJECT: SCALE: DATE: 2016-002.004OCTOBER 22, 2020WETLAND AND BUFFER IMPACTLOCATION: CLIENT:WAKE FOREST, NCPCIASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.EXHIBIT FOR AUSTIN CREEKSANITARY SEWER IMPROVEMENTSSHEET NUMBER: IMPACTS.DWG , Nov 12, 2020 - 12:30 PM , BWILLTHIS SECTION
OF PIPE TO BE
REPLACED. ALL
OTHER IMPACTS
ARE FOR
TEMPORARY
ACCESS.
ACCESS TO
BOARDWALK
DRIVE
TEMPORARY SEWER EASEMENT
WETLAND IMPACT WITHIN EXISTING
CLEARED SEWER EASEMENT: 0.026 AC
LEGEND
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 2
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 1
WETLANDS
TEMPORARY IMPACTS TO JURISDICTIONAL WETLANDS
IN EXISTING CLEARED SEWER EASEMENTS
15' LF OF TEMPORARY
STREAM IMPACT WITHIN
EXISTING CLEARED SEWER
EASEMENT
255
260
265
270
275
280
285
290
INV IN: 266.12 (81)INV IN: 267.44 (1117)INV OUT: 266.02 (80)MH #80 STA:55+66.38TOP: 279.63INV IN: 266.21 ( 82)INV OUT: 266.17 (81)MH #81 STA:56+25.74TOP: 277.72WETLAND AREA
EXISTING GRADE
FROM GIS DATA
270XSSXSSXSSXSSXSSXSSXSSXSSDLDLDLDLDLD
L
D
LDLDL DLDLDLDLDLDLDLDLDLDLD
L
D
LDLDL PROJECT: SCALE: DATE: 2016-002.004OCTOBER 22, 2020WETLAND AND BUFFER IMPACTLOCATION: CLIENT:WAKE FOREST, NCPCIASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.EXHIBIT FOR AUSTIN CREEKSANITARY SEWER IMPROVEMENTSSHEET NUMBER: IMPACTS.DWG , Nov 12, 2020 - 12:30 PM , BWILL1"=500'NORTH6 OF 6IMPACT #4
GRAPHIC SCALE
100 2550
1" = 50'
0 15050
SEWER EASEMENT
WETLAND IMPACT:
0.014 AC
ACCESS TO
AUSTIN RIDGE
PARKWAY
TEMPORARY IMPACT TO
WETLAND FOR ACCESS TO
UPSTREAM MANHOLE FOR
PUMP AROUND DURING PIPE
REPLACEMENT
CONTRACTOR TO USE
EXISTING 10' WIDE
MAINTENANCE CORRIDOR
FOR ACCESS
UNIMPROVED
RIGHT-OF-WAY FOR MAIN
DIVIDE DRIVE
LEGEND
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 2
BUFFER IMPACT WITHIN EXISTING CLEARED
SEWER EASEMENT IN ZONE 1
WETLANDS
TEMPORARY IMPACTS TO JURISDICTIONAL WETLANDS
IN EXISTING CLEARED SEWER EASEMENTS
2202252302352402452502552602652702752800+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0015+50MH #44 STA:0+00.00TOP: 251.97INV IN: 241.12 ( 45)INV OUT: 240.23 ( 44)185.83 L.F. 18"PVC S.S. @ 0.80%MH #45 STA:1+85.83TOP: 257.40INV IN: 243.03 (46)INV OUT: 242.60 ( 45)92.57 L.F. 18"PVC S.S. @ -0.09%MH #46 STA:2+78.40TOP: 256.04INV IN: 243.25 ( 47)INV OUT: 242.95 (46)89.02 L.F. 18"PVC S.S. @ 0.74%MH #47 STA:3+67.42TOP: 256.07INV IN: 243.97 ( 48)INV OUT: 243.91 ( 47)393.34 L.F. 18"PVC S.S. @ 0.30%MH #48 STA:7+60.76
TOP: 251.70
INV IN: 247.14 ( 49)
INV OUT: 245.15 ( 48)208.67 L.F. 18"PVC S.S. @ 0.41%MH #49 STA:9+69.44
TOP: 252.12
INV IN: 248.14 ( 50)
INV OUT: 247.99 ( 49)129.70 L.F. 18"PVC S.S. @ 0.82%MH #50 STA:10+99.13
TOP: 253.91
INV IN: 249.29 ( 51)
INV OUT: 249.20 ( 50)153.11 L.F. 18"PVC S.S. @ 1.03%MH #51 STA:12+52.24
TOP: 255.71
INV IN: 250.98 ( 52)
INV OUT: 250.87 ( 51)262.10 L.F. 18"PVC S.S. @ 0.53%MH #52 STA:15+14.34
TOP: 274.81
INV IN: 252.57 ( 53)
INV OUT: 252.37 ( 52)© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS MH#52MH#51MH#50MH#49MH#48MH#47MH#46MH#45MH#44MH#43Existing Sewer-1-0+50.00-15+50.00PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 12:45 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050NORTH
SS-1SEWER PLAN & PROFILE1"=50'JONES DAIRY ROAD
23023524024525025526026527027528028529015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0030+50MH #52 STA:15+14.34TOP: 274.81INV IN: 252.57 ( 53)INV OUT: 252.37 ( 52)189.28 L.F. 18"PVC S.S. @ 0.11%MH #53 STA:17+03.62TOP: 261.74INV IN: 252.89 ( 54)INV OUT: 252.77 ( 53)190.68 L.F. 18"PVC S.S. @ -0.33%MH #54 STA:18+94.30TOP: 275.76INV IN: 252.95 ( 57)INV OUT: 252.27 ( 54)197.27 L.F. 18"PVC S.S. @ -0.03%MH #56 STA:20+91.58
TOP: 269.20
INV IN: 253.35 ( 58)
INV OUT: 252.90 ( 57)280.66 L.F. 18"PVC S.S. @ 0.07%MH #57 STA:23+72.24
TOP: 268.68
INV IN: 253.76 ( 59)
INV OUT: 253.56 ( 58)147.19 L.F. 18"PVC S.S. @ 0.07%MH #58 STA:25+19.43
TOP: 269.43
INV IN: 253.99 ( 60)
INV OUT: 253.86 ( 59)185.06 L.F. 18"PVC S.S. @ 0.10%MH #59 STA:27+04.49
TOP: 270.44
INV IN: 254.45 ( 61)
INV OUT: 254.18 ( 60)146.28 L.F. 18"PVC S.S. @ -0.04%MH #60 STA:28+50.77
TOP: 276.40
INV IN: 254.49 ( 62)
INV OUT: 254.39 ( 61)123.31 L.F. 18"PVC S.S. @ -0.05%MH #61 STA:29+74.08
TOP: 267.97
INV IN: 254.67 ( 63)
INV OUT: 254.43 ( 62)95.44 L.F. 18"PVC S.S. @ -0.06%Existing Sewer-114+50.00-30+50.00© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS MH#62MH#61MH#60MH#59MH#58MH#57MH#56MH#54MH#53MH#52MH#63PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 1:00 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050NORTH
SS-2SEWER PLAN & PROFILE1"=50'CHALK ROADMAIN
D
IV
ID
E
D
R
23023524024525025526026527027528028529031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00MH #68 STA:42+07.32
TOP: 266.01
INV IN: 260.61 ( 69)
INV OUT: 260.51 ( 68)188.53 L.F. 18"PVC S.S. @ 0.59%MH #69 STA:43+95.85
TOP: 272.68
INV IN: 261.93 ( 70)
INV OUT: 261.73 ( 69)61.81 L.F. 18"PVC S.S. @ 0.05%MH #70 STA:44+57.65
TOP: 273.46
INV IN: 262.02 ( 71)
INV OUT: 261.96 ( 70)129.11 L.F. 18"PVC S.S. @ 0.12%MH #71 STA:45+86.76
TOP: 268.00
INV IN: 263.03 ( 72)
INV OUT: 262.18 ( 71)16.23 L.F. 21"PVC S.S. @ 2.22%95.44 L.F. 18"PVC S.S. @ -0.06%MH #62 STA:30+69.52TOP: 265.05INV IN: 254.76 ( 64 (1))INV OUT: 254.61 ( 63)117.84 L.F. 18"PVC S.S. @ 0.22%MH #64 STA:32+32.46TOP: 263.17INV IN: 255.16 ( 65)INV OUT: 255.09 ( 64)318.59 L.F. 18"PVC S.S. @ 0.33%MH #65 STA:35+51.05
TOP: 262.00
INV IN: 256.38 ( 66)
INV OUT: 256.20 ( 65)361.99 L.F. 18"PVC S.S. @ 0.43%MH #66 STA:39+13.04
TOP: 264.00
INV IN: 258.05 ( 67)
INV OUT: 257.93 ( 66)214.39 L.F. 18"PVC S.S. @ 0.82%MH #67 STA:41+27.43
TOP: 265.07
INV IN: 260.06 ( 68)
INV OUT: 259.80 ( 67)79.88 L.F. 18"PVC S.S. @ 0.56%45.11 L.F. 18"PVC S.S. @ 0.07%MH #63 STA:31+14.63TOP: 265.04INV IN: 254.83 ( 64)INV OUT: 254.79 ( 64 (1))Existing Sewer-130+00.00-46+00.00© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS MH#66MH#75MH#74MH#73MH#72MH#71MH#70MH#69MH#68MH#67MH#65MH#64MH#62MH#61MH#60MH#63PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 1:33 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050SS-3SEWER PLAN & PROFILE1"=50'WILLOW DELL DRNORTHAUSTIN CREEK DR
24024525025526026527027528028529029530046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0061+50MH #71 STA:45+86.76TOP: 268.00INV IN: 263.03 ( 72)INV OUT: 262.18 ( 71)16.23 L.F. 21"PVC S.S. @ 2.22%MH #72 STA:46+02.99TOP: 267.99INV IN: 263.39 ( 73)INV OUT: 263.39 ( 72)172.84 L.F. 21"PVC S.S. @ 0.38%MH #73 STA:47+75.83TOP: 275.84INV IN: 264.14 ( 74)INV OUT: 264.04 ( 73)105.67 L.F. 18"PVC S.S. @ 0.24%MH #74 STA:48+81.50TOP: 270.00INV IN: 264.44 ( 75)INV OUT: 264.39 ( 74)54.00 L.F. 18"PVC S.S. @ 0.56%MH #75 STA:49+35.50TOP: 270.90INV IN: 264.79 ( 76)INV OUT: 264.74 ( 75)118.44 L.F. 18"PVC S.S. @ 0.41%MH #76 STA:50+53.94
TOP: 281.57
INV IN: 265.33 ( 77)
INV OUT: 265.28 ( 76)100.50 L.F. 18"PVC S.S. @ 0.09%MH #77 STA:51+54.44
TOP: 279.77
INV IN: 265.52 ( 78)
INV OUT: 265.42 ( 77)167.31 L.F. 18"PVC S.S. @ 0.10%MH #78 STA:53+21.75
TOP: 277.69
INV IN: 265.79 ( 79)
INV OUT: 265.69 ( 78)139.65 L.F. 18"PVC S.S. @ 0.10%MH #79 STA:54+61.40
TOP: 273.39
INV IN: 266.01 ( 80)
INV OUT: 265.93 ( 79)110.21 L.F. 18"PVC S.S. @ 0.05%MH #80 STA:55+71.61
TOP: 275.88
INV IN: 266.17 (81)
INV OUT: 266.06 ( 80)59.37 L.F. 18"PVC S.S. @ 0.00%MH #81 STA:56+30.97
TOP: 275.35
INV IN: 266.21 ( 82)
INV OUT: 266.17 (81)389.68 L.F. 18"PVC S.S. @ 0.32%MH #82 STA:60+20.65
TOP: 282.09
INV IN: 267.57 ( 83)
INV OUT: 267.47 ( 82)220.84 L.F. 18"PVC S.S. @ 0.19%Existing Sewer-145+50.00-61+50.00© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS MH#82MH#81MH#80MH#79MH#78MH#77MH#76MH#75MH#74MH#73MH#72MH#71MH#70MH#69MH#68PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 1:45 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050SS-4SEWER PLAN & PROFILE1"=50'AUSTIN RIDGE PKWYN
O
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T
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24024525025526026527027528028529029530062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+00220.84 L.F. 18"PVC S.S. @ 0.19%MH #83 STA:62+41.49TOP: 280.00INV IN: 268.02 ( 84)INV OUT: 268.00 ( 83)146.35 L.F. 18"PVC S.S. @ 0.11%MH #84 STA:63+87.84TOP: 277.45INV IN: 268.27 ( 85)INV OUT: 268.18 ( 84)214.16 L.F. 18"PVC S.S. @ 0.09%MH #85 STA:66+02.00
TOP: 277.49
INV IN: 268.48 ( 86)
INV OUT: 268.46 ( 85)76.87 L.F. 18"PVC S.S. @ 0.48%MH #86 STA:66+78.87
TOP: 276.78
INV IN: 268.92 ( 87)
INV OUT: 268.85 ( 86)262.76 L.F. 20"DIP S.S. @ 0.18%MH #87 STA:69+41.64
TOP: 279.28
INV IN: 269.43 ( 88)
INV OUT: 269.38 ( 87)47.90 L.F. 20"DIP S.S. @ 0.13%MH #88 STA:69+89.54
TOP: 277.81
INV IN: 269.59 ( 89)
INV OUT: 269.49 ( 88)444.53 L.F. 20"DIP S.S. @ 0.17%MH #89 STA:74+34.06
TOP: 281.92
INV IN: 270.35 ( 90)
INV OUT: 270.33 ( 89)108.48 L.F. 20"DIP S.S. @ 0.22%MH #90 STA:75+42.55
TOP: 278.12
INV IN: 270.60 ( 91)
INV OUT: 270.59 ( 90)109.33 L.F. 18"PVC S.S. @ 0.12%MH #91 STA:76+51.88
TOP: 277.75
INV IN: 270.80 ( 92)
INV OUT: 270.73 ( 91)Existing Sewer-161+00.00-77+00.00© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS MH#91MH#90MH#89MH#88MH#87MH#86MH#85MH#84MH#83MH#82PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 1:44 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050SS-5SEWER PLAN & PROFILE1"=50'NC 98 (WAIT AVE)NOR
TH LONGMONT DR
25025526026527027528028529029530030531077+0078+0079+0080+0081+0082+0083+0084+0085+0086+0087+0088+0089+0090+0091+0092+0092+50MH #91 STA:76+51.88TOP: 277.75INV IN: 270.80 ( 92)INV OUT: 270.73 ( 91)208.82 L.F. 20"DIP S.S. @ 0.15%MH #92 STA:78+60.69TOP: 276.29INV IN: 271.16 ( 93)INV OUT: 271.11 ( 92)335.74 L.F. 18"PVC S.S. @ 0.94%MH #93 STA:81+96.44
TOP: 285.75
INV IN: 274.35 ( 94)
INV OUT: 274.33 ( 93)352.81 L.F. 18"PVC S.S. @ 0.27%MH #94 STA:85+49.25
TOP: 285.75
INV IN: 275.33 ( 95)
INV OUT: 275.32 ( 94)321.22 L.F. 18"PVC S.S. @ 2.14%MH #95 STA:88+70.48
TOP: 288.38
INV IN: 282.24 ( 96)
INV OUT: 282.22 ( 95)400.00 L.F. 20"DIP S.S. @ 0.30%Existing Sewer-176+50.00-92+50.00© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS MH#96MH#95MH#94MH#93MH#92MH#91MH#90PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 1:58 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050SS-6SEWER PLAN & PROFILE1"=50'NC 98 (WAIT AVE)NOR
THWI
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25526026527027528028529029530030531031593+0094+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+00106+00107+00108+00MH #96 STA:92+70.48TOP: 292.18INV IN: 283.46 ( 97)INV OUT: 283.44 ( 96)254.33 L.F. 20"DIP S.S. @ 0.31%MH #97 STA:95+24.81TOP: 292.05INV IN: 284.29 ( 98)INV OUT: 284.26 ( 97)123.67 L.F. 18"PVC S.S. @ 0.37%MH #98 STA:96+48.47TOP: 294.62INV IN: 284.77 ( 99)INV OUT: 284.75 ( 98)230.24 L.F. 20"DIP S.S. @ 0.31%MH #99 STA:98+78.72
TOP: 300.34
INV IN: 285.50 ( 100)
INV OUT: 285.48 ( 99)150.38 L.F. 20"DIP S.S. @ 0.48%MH #100 STA:100+29.10
TOP: 300.59
INV IN: 286.30 ( 101)
INV OUT: 286.22 ( 100)134.08 L.F. 20"DIP S.S. @ 0.28%MH #101 STA:101+63.18
TOP: 296.91
INV IN: 286.79 ( 102)
INV OUT: 286.67 ( 101)124.63 L.F. 20"DIP S.S. @ 0.49%MH #102 STA:102+87.81
TOP: 299.47
INV IN: 287.50 ( 103)
INV OUT: 287.40 ( 102)160.92 L.F. 18"PVC S.S. @ 0.34%MH #103 STA:104+48.73
TOP: 298.28
INV IN: 288.14 ( 104)
INV OUT: 288.04 ( 103)122.13 L.F. 18"PVC S.S. @ 0.30%MH #104 STA:105+70.86
TOP: 297.64
INV IN: 288.51 ( 105)
INV OUT: 288.51 ( 104)136.67 L.F. 20"DIP S.S. @ 0.29%MH #105 STA:107+07.53
TOP: 295.03
INV IN: 289.00 ( 106)
INV OUT: 288.90 ( 105)94.24 L.F. 18"PVC S.S. @ 0.47%Existing Sewer-192+00.00-108+00.00© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 290MH#107MH#107MH#106MH#105MH#104MH#103MH#102MH#101MH#100MH#99MH#98MH#97MH#96PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 2:05 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050SS-7SEWER PLAN & PROFILE1"=50'WINDING WAY
NORTHTRYON SUB
260265270275280285290295300305310315320108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00123+00123+5094.24 L.F. 18"PVC S.S. @ 0.47%MH #106 STA:108+01.77TOP: 297.05INV IN: 289.51 ( 107)INV OUT: 289.44 ( 106)280.83 L.F. 18"PVC S.S. @ 1.29%MH #107 STA:110+82.59TOP: 304.47INV IN: 293.12 ( 1041)INV OUT: 293.12 ( 107)314.97 L.F. 18"PVC S.S. @ 0.20%MH #1042 STA:113+97.56
TOP: 302.24INV OUT: 293.75 ( 1041)Existing Sewer-1107+50.00-123+50.00© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 350350
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0300310320MH#1042MH#107MH#106PRIEST, CRAVEN & ASSOCIATES, INC.RELEASED FOR CONSTRUCTION DATE: (SEE COVER) F:\LAND PROJECTS\2016-002.004 AVERETTE - WAKE FOREST\CALCULATIONS\SEWER\ XR-SSWR-STUDY.DWG , Jan 20, 2020 - 2:13 PM , BWILLLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NOYESSHEET #SCALE:DATE:PROJECT NUMBER:CLIENT:PLAN TYPE:AVERETTE SUBDIVISIONTOWN OF WAKE FORESTWAKE CO, NORTH CAROLINAJANUARY 20, 20202016-002.004TRYON INVESTMENT PARTNERS II, LLCSANITERY SEWER ANALYISGRAPHIC SCALE10025501" = 50'015050SS-8SEWER PLAN & PROFILE1"=50'TRYON SUBNORTH TRYON SUB