20071995 Ver 1_More Info Received_20110901

Strickland, Bev
From: Homewood, Sue
Sent: Thursday, September 01, 2011 11:56 AM
To: Strickland, Bev
Subject: FW: Hartley Drive revised Figures
Attachments: Fig6 08-24-11.pdf; Fig9 08-24-11.pdf
For file 07-1995
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Brandon Phillips [mailto:Brandon. Phil [e-mail]]
Sent: Thursday, August 25, 20119:36 AM
To: Homewood, Sue
Cc: Kit Persiani; Donald H. Arant
Subject: Hartley Drive revised Figures
Sue,
Attached are two revised Figures (Figure 6 and Figure 9) for the Hartley Drive Extension and Widening project for the
City of High Point. The relocated Basin #1 is now depicted on Figure 6 as requested. Also, an additional cross section (B
to B) has been added to Figure 9 depicting the profile through the relocated Basin #1.
Please review these two figures and let me know if you now have sufficient information to revise the Section 401 WQC
that was previously issued for the project. Thanks for your attention to this permit revision request.
Brandon J. Phillips, C.H.M.M.
Senior Environmental Specialist
Brandon.phillips(cDstvinc. com
?S r
STV1Ralph Whitehead Associates, Inc. 11000 W. Morehead St., Suite 200 1 Charlotte, NC 28208 1 [phone] 1 [phone]
(fax) I www.rwhitehead.com I www.stvinc.com
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which it is addressed and may contain information that is privileged, confidential and exempt from disclosure
under applicable law. If the reader of this message is not the intended recipient, you are informed that any
dissemination, copying or disclosure of the material contained herein, in whole or in part, is strictly prohibited.
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Strickland, Bev
From: Homewood, Sue
Sent: Thursday, September 01, 2011 11:37 AM
To: Strickland, Bev
Subject: FW: Hartley Drive revised Figures
Attachments: Hartley basin1 grading.pdf
Please put in the file 07-1995
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Brandon Phillips jmailto:Brandon. [e-mail]]
Sent: Tuesday, August 30, 20117:28 AM
To: Homewood, Sue
Subject: RE: Hartley Drive revised Figures
Sue,
The Basin #1 grading plan view is attached for your review and approval. Please let me know if you need anything else.
Thanks,
Brandon J. Phillips, C.H.M.M.
Senior Environmental Specialist
=1 r
From: Homewood, Sue [mailto:sue.homewoodCabncdenr.gov]
Sent: Monday, August 29, 2011 11:44 AM
To: Brandon Phillips
Subject: RE: Hartley Drive revised Figures
Brandon,
Thanks, these are almost everything I was looking for. The previous permit had the attached grading detail for the 3
detention basins. This is what I need to see for the revised Basin #1 please. Do you have this you can send over via
email? Thanks.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Brandon Phillips [mailto:Brandon. PhillipsCa)stvinc.coml
Sent: Thursday, August 25, 20119:36 AM
To: Homewood, Sue
Cc: Kit Persiani; Donald H. Arant
Subject: Hartley Drive revised Figures
Sue,
Attached are two revised Figures (Figure 6 and Figure 9) for the Hartley Drive Extension and Widening project for the
City of High Point. The relocated Basin #1 is now depicted on Figure 6 as requested. Also, an additional cross section (B
to B) has been added to Figure 9 depicting the profile through the relocated Basin #1.
Please review these two figures and let me know if you now have sufficient information to revise the Section 401 WQC
that was previously issued for the project. Thanks for your attention to this permit revision request.
Brandon J. Phillips, C.H.M.M.
Senior Environmental Specialist
brandon. phillips(ft tvinc. com
STV
STV/Ralph Whitehead Associates, Inc. 1000 W. Morehead St., Suite 200 1 Charlotte, NC 28208 [phone] 1(704) 372-3393
(fax) I www.rwhitehead.com I www.stvinc.com
Please consider the environment before printing this e-mail.
Visit us at our website: http://www.stvinc.com
The information contained in this electronic message is intended only for the use of the individual or entity to
which it is addressed and may contain information that is privileged, confidential and exempt from disclosure
under applicable law. If the reader of this message is not the intended recipient, you are informed that any
Olssemination, co,)ying or disclosure of the material contained llerei,t, in whole nr in hart, is stric-Ily p,-ohibited.
I you have received this transmis: ion in error, ple,-se notify STV and purge this mcsiage.
PROJECT REFERENCE NO. 5E1&T NO.
22 2-D
iV IN 0.W SHEEP NO .
2 IGN
ROAMAY NYDRAIJ cs
TOP OF DAM = 813.50' STV / Ralph Whitehead Associates, Inc. ER ENGINEER
VARYSLOPEAT 1000 a'act NvAeotl St. Sta. 200
unanott
H ?xe2o
?
?"PtNRO? N.,
OUTLET STRUCTURE CONCRETE

TOPR OVIDE PIPE ANTI-SEEP COLLARS „
- \
,
.?`2EESSigyyq -
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VfIOTCH
COVER ,
•4 ??
4.1 1.5' (TVP.) = SEAL
029388 -
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FRONTOFCONTROL 3'-0• E
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%fp :?VGINE
Q
STRUCTURE .
-
,
18.ORIFICE

__ _ _

_ _ _ _________ _ _ _ _ _ ____
1.5 CTYP.)

____ _ rrr irrr

1 0 _ _ _
POND BOTTOM 24' RCP
ELEVATION =808.50
INV BOBAO
8'ABC
3.1
(Mq)( OUTLET URE
TO PROVIDE DE PIPE

'
) COVER OUTLET PROTECTION 10
(MIN)
CLASSW RIPRAP 236 Z5- POFABC=808.75'
_ _ _ _ _ _ _ _ _ _ _ _ _ 18' THICK (3:1 MAX)
_ _
_ _ 1'MIN. COVER EL .805.00
'
24' RCP I 4'
DUAL?A' RCP

12' I INV 805.50
INV 805.2
DETENTION BASIN #1 OUTLET STRUCTURE DETAIL - (SIDE VIEW) SCOUR HOLE
(NOTT08CJ E) LABS 'B' RIPRW. 18' THICK
4'-9' N4 BARS ?4•GD #4 BARS @4.OC
?'ANGLE BRACKET
(TOP VIEW)
TRASH RACK DETAIL
OPENINGALL SIDES
THROAT ELEVATION = 810 5
V-NOTCH ELEVATION-8085' 45
N' R.C. DISCHARGE PIPE
INV OUT=80 400 A A
IV- ORIFICE
INV. IN-806.50'
.1'-0'
(CROSS SECTION)
TRASH RACK DETAIL
TOREBA
I !
POND FOR% NO. Y
72 TONS C' RIP R IC
180 S.Y. FILTER FABRIC
(INCLUDES W 4'?/
a
E MERGENCYSPILLWAY
3B TONS CLASS, 'Rip RAP
85 S.V. FILTER FABRIC
J ELEVATION 812.00
1
POND SLOPES 4:1 (TYR)
3:1 (MAX.)
MIN. 5'
INSIDE POE
EMERGENCY SPILLWAY CHANNEL
8' BASE WITH 3:1 SIDESLOPES
CHAIN LINK FENCE
(72
WITH DOUBLE GATE
(72' HIGH, 12' W\IOE, 24' OPENING)
OUTLET STRUCTURE
(SEE DETAIL THIS SHEET)
INV. OUT=80800
SCOUR HOLE
19 TONS CLASS W RIP RAP
42 S.Y. FILTER FABRIC
REPAIR GRAVEL PATH -
WITH 8"ABC '

\? +` y
??J1
2-d. 1813 i ' 8C J F
_

8'CONCSLITERCPSIFRONT VIEW) \DDWEL (L=17eW=8'-#O BAR) I \ 1 !\\ ,8135 / / Li_ \V `INV.OUT?((15.20'
( INSURE THAT THE RISER IS TIED #4 BARS "12"E.W. TO THE BASE
DETENTION BASIN #1 OUTLET STRUCTURE DETAIL ?B/? ?? =-8(j?\ QO INV IN?oe.50
(aOTTOeOUE) INV. OUT=505.77 J
CLASS'B0 TLETPROTECTIONN NOTES: RIP RAP EST. 23TONS
825g2? IB FILTER FABRIC EST 50 S.Y.
1. CLEAN OUT BASIN WHEN SEDIMENT VOLUME REACHES 1 FOOT ABOVE THE BOTTOM ELEVATION. 827 826
2. TO FACILITATE DETERMINATION OF MAINTENANCE CLEAN OUT REQUIREMENT, PLACE MARKER IN
THE BASIN INDICATING THE 1 FOOT ELEVATION. 83p 8?q 826
3. CONSTRUCT THE DAM OF MATERIAL SUITABLE FOR AND MEETING ROADWAY EMBANKMENT 831
SPECIFICATIONS. 833 832 / 21C \
4. BASINS WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE 83S834
Q?
IMMEDIATELY. Q
5. REMOVE DEBRIS, TRASH, AND SEDIMENT BUILDUP FROM THE BASIN AS NECESSARY TO MINIMIZE --C -?
OURET CLOGGING. 1'. Fj
6. REPAIR AND REVEGETATE ERODED AREAS AS NEEDED.
7. CHECK INLET PIPES AND OUTLETS FOR STRUCTURAL REPAIRS TO CONFIRM THAT THEY ARE 30R-? /
OPERATIONAL.
8. MOW AND REMOVE CLIPPINGS TO LIMIT UNWANTED VEGETATION. 19 21
9. SEE SEEDING SPECIFICATIONS ON SHEET EC-2.
10. CONTRACTOR SHALL VERIFY THE GROUNDWATER ELEVATION IN THE FIELD PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL INSTALL PERMANENT POND LINER IN ACCORDANCE WITH D e m
THE a
PROJECT SPECIAL PROVISIONS IF THE GROUNDWATER IS WITHIN TWO FEET OF THE POND
BOTTOM ELEVATION DETENTION BASIN #1 GRADING DETAIL
av4ANC JR:11E
LEGEND
PERMANENT PALUSTRINE FORESTED
WETLAND CLEARING IMPACT (0.000 AC)
PERMANENT PALUSTRINE FORESTED
WETLAND FILL IMPACT (0,296 AC)
PERMANENT PALUSTRINE FORESTED
WETLAND EXCAVATION (0,021 AC)
STREAM FILL IMPACT
(0 AC9 0 LF)
WETLAND BOUNDARY:
STREAM BOUNDARY:
EROSION CONTROL FENCING LINE:
CONSTRUCTION LIMITS:
APPLICANT:CITY OF HIGH POINT LOCATION:HARTLEY DRIVE
ACTIVITY: ROADWAY EXTENSION COUNTY: GUILFORD/DAVIDSON
STATE: NORTH CAROLINA
ROUTE: HARTLEY DRIVE DATE: 08/24/11
PROJECT#: 3202000, TASK 400 SCALE: 1" = 80'
----wLe----
PERMANENT PALUSTRINE FORESTED U)
WETLAND EXCAVATION IMPACT v
+/- 904 SF 0.021 AC
I
i
LAND GG--l,
S 30 I
i?
EROSION CONTROL
FENCING LINE
Exlstlng R
_ ?` ,( pRIV E
- H AR?78. 4g 242" W
Existing R/W
PERMANENT PALUSTRINE FORESTED
WETLAND FILL IMPACT
+/- 12,890 SF = 0.296 AC
HAND
F
NG ONLY
B
PROPOSED a 35
BASIN °I 1
q 5
F x
Exlstln R
-- 7:?-. --
` c
c
c
/
? I I
F ??` ?,l I I
1 ?
I ?m I h I
Existing R/W
PROPOSED BRIDGE
ABUTMENT
N STREAM 4
Oft 80 ft
SCALE
STV/RALPH WHITEHEAD ASSOCIATES
1000 W. MOREHEAD ST.
SUITE 200
CHARLOTTE, NORTH CAROLINA 28208
HARTLEY DRIVE EXTENSION
CITY OF HIGH POINT, NC
SITE PLAN (FIGURE 6)
PHONE ^: [phone] FAX 0: [phone]
VOLUME OF FILL IN WETLAND CALCULATION
AREA OF WETLAND FILL IMPACT = 12,890 SF
AVERAGE FILL HEIGHT = 20 FT
VOLUME OF FILL = 12,890 SF X 20 FT = 257,800 CF
9,550 CY
VOLUME OF EXCAVATION IN WETLAND CALCULATION
AREA OF WETLAND EXCAVATION IMPACT = 904 SF
AVERAGE EXCAVATION DEPTH =1FT
VOLUME OF EXCAVATION = 904 SF X I FT = 904 CF
= 34 CY
PROPOSED
CENTERLINE
19°58' 84°44' 26°75'
830 ft
825 fit
820 ft
815 ft
810 ft-
805 fit
800 ft
830 ft
825 fit
820 ft
815 ft
810 ft - -
805 fit
800 ft
POND TOP OF BERM
ELEV = 813°50
4:1
EMERGENCY SPILLWAY POND BOTTOM
OUTFALL DITCH ELEV = 807°00
CROSS SECTION B-B
PROPOSED BASIN #1
26°75'
-PROPOSED
GRADE
18°63'
3'
WETLAND
CLEARING
IMPACT
POND TOP OF BERM
ELEV = 813°50
A°\
Oft 20 ft
SCALE