20110081 Ver 1_More Info Received_20110705

Strickland, Bev
From: Lucas, Annette
Sent: Tuesday, July 05, 2011 3:35 PM
To: Strickland, Bev
Subject: FW: 2903 - Verification for dollar store in Boone (UNCLASSIFIED)
Attachments: c13.pdf; c6.pdf
Bev,
Can you please print out the two attached files?
Thanks! A
From: Homewood, Sue
Sent: Tuesday, July 05, 20113:09 PM
To: Lucas, Annette
Subject: FW: 2903 - Verification for dollar store in Boone (UNCLASSIFIED)
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: Tim Foley [mailto:[e-mail]]
Sent: Tuesday, June 21, 20119:16 AM
To: Homewood, Sue
Cc: Tamp Bandy
Subject: 2903 - Verification for dollar store in Boone (UNCLASSIFIED)
Hey Sue,
I am hoping you can help me out. I am permitting the CD's for the Boone Dollar General that you had previously
permitted with Tamp Bandy of Wetland and Natural Resources, Inc. We ended up using a proprietary system
manufactured by CONTECH for the 85%TSS removal. NCDWQ is allowing this system based on conversations I have had
with CONTECH and they also provided me with a letter from NCDWQ. Boone has been very thorough with a review and
has inquired into the permitting for our wetlands/stream crossing than I am accustomed to. I have attached Boone's
comment letter. Can you help me with something I should provide them with to satisfy their concern? (page 2 of letter,
#1 & #2 comment)
I have also attached our grading plan and the letter from NCDWQ about the proprietary system.
Thanks.
Tim Foley, P.E.
HensonFoley
10224 Hickorywood Hill Avenue
Suite 101 A
Huntersville, NC 28078
p: 704.875.1615
f: 704.875.0959
c: 704.607.4661
www.hensonfoley.com
-------- Original Message --------
Subject:RE: FW: Verification for dollar store in Boone (UNCLASSIFIED)
Date:Fri, 28 Jan 2011 13:27:13 -0500
From:Homewood, Sue <sue.homewood(a,ncdenr.gov>
To:Homewood, Sue <sue.homewood(a),,ncdenr.gov>, Tim Foley <tim(a)hensonfole..c
CC:tamp(a,wetland-consultants.com <tampa,wetland-consultants.com>, Allen Brawley
<bcci 1(a windstream.net>, 'Tasha McCormick' <Tasha.L.McCormickPusace.army.mil>
Sorry, forgot the attachment.
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: Homewood, Sue
Sent: Friday, January 28, 2011 1:27 PM
To: 'Tim Foley'
Cc: [e-mail]; Allen Brawley; 'Tasha McCormick'
Subject: RE: FW: Verification for dollar store in Boone (UNCLASSIFIED)
Here's the letter that will go out this afternoon. We are required to send a copy to the owner since they are the ones
that would be liable if we note any violations in the future. Hopefully you can give them a heads up so they just file it
away rather than panic.
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: Tim Foley [mailto:timO)hensonfoley.com]
Sent: Tuesday, January 25, 20119:07 AM
To: Homewood, Sue
Cc: tamp0)wetland-consultants.com; Allen Brawley
Subject: Re: FW: Verification for dollar store in Boone (UNCLASSIFIED)
Hey Sue,
We will plan to use a 85% TSS removal system we choose from the DWQ BMP manual. Not sure which one
yet because of our space constraints for our site. We may have to use an underground proprietary structure of
some sort. Boone requires detention for the 10 year storm. So just want to confirm there are no additional
requirements from DWQ on that associated with this permit. Will you be reviewing the 85% TSS design?
Thanks.
Tim
On 1/20/20114:52 PM, Homewood, Sue wrote:
Because they have fill in a stream they needed a 404. The 404 requires that they get a corresponding 401 from DWQ.
They didn't need to come to us for a formal approval letter but instead the 401 becomes automatic upon receipt of the
404. The 401 they fall under can be found here:
http://Porta1.ncdenr.org/web/wq/swp/ws/401/certsandpermits
one of the conditions is this:
http://Portal.ncdenr.org/c/document library/get file?uuid=cd848ee1-9cc1-4413-b015-ad0700619f6f&groupld=38364
and you can read more about the stormwater management here:
http://Portal.ncdenr.org/web/wq/swp/ws/401/certsandpermits/swma nagement
So the short answer is because they are putting a pipe in the stream, DWQ gets to require stormwater treatment even
outside of Phase II areas.
If you have further questions, let me know. We find a lot of people in this situation which is why I try to make them
aware as early when I can.
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: Tim Foley [mailto:[e-mail]]
Sent: Thursday, January 20, 20113:55 PM
To: [e-mail]
Cc: Homewood, Sue
Subject: Re: FW: Verification for dollar store in Boone (UNCLASSIFIED)
Okay, Thanks guys. Help us with this. Printed out this map from NCDWQ GIS tools in December. It clearly
indicates that we are not in a Phase 2 area and there is no stormwater program.
So what triggers the Phase 2 requirements in this situation?
Thanks.
Tim
On 1/20/20113:12 PM, tamp n wetland-consultants.com wrote:
Thanks, Sue.
I'll go ahead and notify the engineer as well.
Tamp Bandy
1646 Machine Shop Road
Hickory, NC 28602
Phone: [phone]
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-------- Original Message --------
Subject: FW: Verification for dollar store in Boone (UNCLASSIFIED)
From: "Homewood, Sue" <sue.homewood([e-mail]>
Date: Thu, January 20, 2011 2:57 pm
To: "tamp(a)wetland-consultants.com" <[e-mail]>
Cc: "McCormick, Tasha L SAW" <Tasha.L.McCormick(Dusace.army.mil>
Tamp,
Tasha forwarded me a copy of the PCN form for this project and I noted it says the project will
likely be greater than 24% impervious at the time of design. Please note that DWQ will REQUIRE
stormwater of treatment 85% TSS that meets our BMP manual for this facility, regardless of what
the Town of Boone requires. I noted on the plans Tasha forwarded to me that a dry detention
basin is shown and this would be considered insufficient.
I will be sending a letter to the owner, via certified mail, and copy you. Technically a response will
not be required however, the design will need to be modified prior to building the facility in order
to be in compliance with our 401 conditions.
I wanted to give you a heads up as your client may be confused about why they are getting a
certified letter from me. I'm really trying to just head off problems before they become a financial
or design nightmare. If you or your client have any questions or concerns, don't hesitate to
contact me. You can find more info about the stormwater requirements on our website:
http://portal.ncdenr.orci/c/document library/get file?uuid=cd848ee1-9cc1-4413-b015-
ad0700619f6f&groupId=38364
Please also let your client and their construction crew know that DWQ is routinely inspecting 401s
that indicate impacts between 140 and 150 linear feet with a tape measure for accuracy. As you
know, 150 is a "magic" number and many people put one number on paper but construction
techniques don't quite meet that number.
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.
-----Original Message-----
From: McCormick, Tasha L SAW [mailto:Tasha.L.McCormick(ausace.army.mil]
Sent: Thursday, January 20, 2011 10:53 AM
To: Homewood, Sue
Subject: Verification for dollar store in Boone (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
FYI
Tasha McCormick
Regulatory Specialist
Asheville Regulatory Field Office
U.S. Army Corps of Engineers-Wilmington District
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Phone: [phone], extension 226
email: tasha.I.mccormickOusace.army.mil The Wilmington District is committed to providing the
highest level of support to the public. To help us ensure we continue to do so, please complete
the Customer Satisfaction Survey located at our website at
http://pert.nwp.usace.army.mil/survey.html to complete the survey online.
Classification: UNCLASSIFIED
Caveats: NONE
Tim Foley, P.E.
"ensonFoley
10224 Hickorywood Hill Avenue
Suite 101 A
Huntersville, NC 28078
704-875-1615 phone
704-875-0959 fax
www.hensonfoley.com
.inked.
all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our
standard review/quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design.
Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying
of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication
from your system. Thank you.
Tim Foley, P.E.
40M
10224 Hickorywood Hill Avenue
Suite 101 A
Huntersville, NC 28078
704-875-1615 phone
704-875-0959 fax
www.hensonfoley.com
.inked
all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our
standard review/quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design.
Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying
of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication
from your system. Thank you.
Tim Foley, P.E.
-E r-1 n F 0- 1 e
10224 Hickorywood Hill Avenue
Suite 101 A
Huntersville, NC 28078
704-875-1615 phone
704-875-0959 fax
www.hensonfoley.com
.inked
all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our
standard review/quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design.
Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying
of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication
from your system. Thank you.
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lC~NTECHImmedla,ely"re xI lIe- "dealt SITE DESIGNATION: CMP SHEET NO ° GoeTEGH _g -o Ilmuly rot apsg-a ~ -F `l` '9 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING G h~mpl,emhaoalmm,mah--wpauaebyeu,a~s. 'MARK DATE REVISION DESCRIPTION BY OF 4 Date: May 13, 2011 Drawn B : TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS She 1 Of~ 1
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

i 1
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1 GENERAL NOTES: ~ ° o
1 ~ U ~
1. RETAINING WALL INFORMATION SHOWN IS FOR ELEVATION INFORMATION AND HORIZONTAL COORDINATE INFORMATION ONLY. z ~ ~ m o
t 2. OWNER/CONTRACTOR SHALL HAVE RETAINING WALL DESIGNED BY OTHERS. ADEQUATE GEOTECHNICAL TESTING SHOULD BE PERFORMED FOR DESIGN AND FOR w o
i S INSTALLATION VERIFlCATION. TESTING SHALL BE PER THE STRUCTURAL DESIGNERS REQUIREMENTS FOR DESIGN AND CERTIFICATION UNLESS DICTATED BY LOCAL CODES. 0 > ~ ~
\ 1 3. SEALED STRUCTURAL DRAWINGS FOR THE WALL SHALL BE SUBMITTED TO HENSONFOLEY =
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X35"E ~ " CP , 8 ~ R , 3 AS ~ ~ ~ ~ ~ rn o
N ~5'
3 CLTREPORT Pagel 0 I^ Q > o ~ Q
Line Line Gnd/Rim Rim-Hw Line Drng Total Runoff Incr Total i Q Total Line Capac Vel Invert Invert Line VeI a
1 ~ No. ID EI Up Length Area Area Coeff CxA CxA Inlet Capt RunoFF Size Full Dn Up Dn Slope Ave ~ ~ a 0
1 ~ ~ o~ ~
1 ,11 1 (ft) (ft) (ft) (ac) (ac) (C) (inlhr) (cfs) (cfs) (in) (cfs) (ftls) (ft) (ft) ("I°) (ftls) ~ J ~ ~ U ~
~ 1 1 EE V 11 RB 12 TO FES 13 3196.75 13.31 36.963 0.86 0.86 0.80 0.69 0.69 7.24 4.98 4.98 24 19.33 3.98 3182.29 3182.06 0.62 4.15 CMP v °
- / ~R i ~ 5 1NG ~1~ ~ ~ PP cv o ~
U, ` i 5~ ~ 2 - 14 CB 8 TO CB 9 3194.50 0.72 39.752 0.21 D.21 0.95 0.20 0.20 7.24 0.50 1.44 12 5.30 5.74 3193.00 3192.25 1.89 4.66 SLO DRNN
EP ~ ~ ~N ~ 9 CB 9 TO CB 10 0.00 78.748 D.39 D.60 0.95 0.37 0.57 7.24 0.77 4.13 12 4.01 5.25 319D,25 3189.40 1.08 5.25 CMP
1 ~ ~ ~ 22 ~ 8 YI 5 TO YI 6 3207.30 3.14 53.332 D.02 D.02 0.50 0.01 0.01 7.24 0.07 D.07 8 1.27 1.97 3204.00 32D3.50 0.94 1.77 PVC
/ PP HYD. ~ N ~
W~, ~ N t~ ~S R DW ~ ~ S. RR ~ HEP ~ ~ 7 YI 6 TO YI 7 3206.00 7.30 81.498 D.01 D.03 0.5D 0.01 0.02 7.24 0.04 D.11 8 2.90 3.96 3198.50 3194.50 4.91 2.86 PVC c ~PVeicer zoo
I ~ 5 8" REBAR ~ ~ \C ~ RB ~ ~ w CU ~ RC S~T t, ~ ~ S 6, 6 YI 7 TO MH 10 3198.20 3.70 129.009 D.00 0.03 0.00 0.00 0.02 0.00 0.00 0.11 8 2.57 0.31 3194.30 3189.33 3.85 1.03 PVC
, ~ 4a ~ ~ ~ _ ~ 5 MH 10 TO UNDGRND 3197.70 6.68 18.759 D.00 0.63 0.00 0.00 0.58 0.00 4.23 12 8.50 5.84 3189.20 3188.29 4.85 5.84 CMP N
\ Nc. DEP . of 1~ y~P~K 5~ rRANSPORT raa 11 6'- 4 YI1 T0YI2 321D.50 3.57 36.806 0.11 D.11 0.50 0.06 0.06 7.24 0.40 0.40 8 1.36 1.14 3206.49 3206.09 1.09 1.52 PVC
S~~E ~ ~ ~ ~ BAR 1393, P 26 ~ ~ r RGP CREW / ~
~s ~oN ~ 111 RIDGE OF 1 3 YI 2 TO YI 3 3210.60 3.75 97.362 D.21 D.32 0.80 0.17 0.22 7.24 1.22 1.61 10 3.48 5.05 3205.89 3203.80 2.15 4.58 pVC
yl R RAP ~ ~ 1 1 P / L ~ W E 2 YI 3 TO YI 4 3207.70 3.43 64.000 D.03 D.35 0.5D 0.02 0.24 7.24 0.11 1.72 12 14.79 12.57 3203.40 3194.00 14.69 8.20 CMP
° 1 YI 5 TO UNDGRD 3198.00 6.74 12.498 0.37 D.72 0.50 0.19 0.42 7.24 1.34 3.06 12 8.66 3.90 3189.92 3189.29 5.04 4.40 CMP
8" REBA ~ • • ~ TUf~RAN E ~l 1 ~ T ~ ti ~ AL OWED STEEL
EDGE~?F i . DO STR F ~ 1 SPIKE 1 O ~ ~ i S NORTH ARROW
RIP-RAC i ~ ~9i H W L SET CHANNEL ~ i•• ~ 8 m ~ r u ~s' so'
~ 31 ~ ~ ,Ft~13 ~a 3~~° ~
/ ~ m o OP 5 ~ 7 ~A '0 ~9 / 3 / / ~ ~ ~ VA 1
-319 r • ~ ~ ~ c~ vALLE CAPITAL GROUP, LLc Graphic Scale i" = 30 ft.
S? 1 OVA ~ ~ BOOK OF REC. 989, PG 357 °
ATER QU ~ ~ ~ C ETAIL SHT IBP 12 2, ~ ~ ~ ~ ~ \ \\,~~ttuuuhrr
~ ~ ~ 'A ~ T 319 .4 ~ ~z l~ r CARp'%,
~ ~ ~ 2.D SS 7, _ - ~ ~ ~ 9 ~t~ ~p~~oFESSioN°,~,~ ; c~ oy:
a o o c;
3201.1 1 I I 1 ~ ~ ~ i ~ H 11~ ~;'P ~ ~ 4 S O ~ S u' - ° s~ , . °
°
~ ~ ~ ~ ~ ~9 `9 ~ ~ s ~ 0 \ ~ ~
~ ~ ~ AEG ~ x\ ~A
R 31 F ~ ti ~ ~ ~Q ~ 3 .8 \ ~ ~ 5/8" REBAR ~~~r'rrrui~ ~
E a34 ti~ ~ A ~ ~ PP N gOT 319 ~ ~ ~ ET ~ ~ a~ CB 8 ~ TOP 3202.34 Q SEAL z w a
98.1 ~t~~/y
. ~ ~ TELEP ~E ~ 2933 Boone Dollar General Number of lines:11 Date: 511 612 01 1
19 ~ , PED TAL ~ I 2~, /8" REBA ~ ~ ~ ~ ~
3199.2 ~ ET r R 1 o Bp ~ G J/ " CLEAN ~ f ~ e pe ~ ~ B ~ ~ TS R Jt AI NO S Intensity = 88.241(Inlet time + 15.50) " 0.83 --Return period = 10 Yrs. ; i Inlet control; Critical depth I ~Y Hydraflow Storm Sewers Extension
T o ~ 3 Tc ~ 9.72 ~ ~'S P \
- - - r3i9~~s> r7 ~ ~ KENNETH BUDDY WOOD ~3 TOP 3pOj 5 - - ~ ~ S70 5 '30"E ~ ~
DB 95, PG 395 _ _ _ ZONED, R-3 MULTIFAMILY i~- ~ ~ ~ . 7O - ~ ~ ~ ~ ~ ~E ~ ~ U 1`~~ i V~~ /
as 1 ~ v ~ ~ y ~ ~ ~R ~ PSp V ~ ~ ~ - /
I ~ Oq A S C, n ~ ~ ~ ~ ~S N ~ ~ ~ ~ J~~ O1 '35 E~ \ 6' W /
ST\ BO ~ S S / ~ ~ "'0 ~ ~ ~ 1 \ / \ 78.72' ~ ~ At~,~ . / ~
c ~ 5 3196.8 319x. X ~ ~'9Ss~. Nb~STR ~ ~ ~ 3 02~ o 3199.5 ~R*3 Df CE W ~ 8" R BAR ~ ~ ~ ~ • 7 / / / J J
3n ~ ~ S a,9~zD~ ~Al~LO D ~ NSF / /
~ S2a \ ° "U OF ~ / \ i~ ~6 ~ ~ ~ ^0
H ALL g S H7 ~ o~ SS,~ ~ \ ~ K ~ ~ ~ 2 ~ S X86 X0'3 ~
3 ~ ~ ~ ~ S~ ~ 5 S O~ 2PO o ~ ~ ~ e 3z~R o ~ 3 S9 ~ ~ 5.10' ~ ~
S g ~y2 ~ ~ ~ ~ ,~J ~ 0~•~ T FFE 319 .9 ~ ~ ~ ~zo / S ~ ~ EXISTING NG ~ ~+~N
e rG ° l ~ ~ s!. ~ RAILROAD OAD
21 sa o ~ ~ SPIKE • / T PP ~ VJ
ROP ~ S P w rS ~ ,D v: 3 20 ~o ~ ~n ~ ~
z5 R ~ ~ -3 ~ LLA \ DO ~ ~
~ \ i X72 3 15 S 22~ gOT 3199 9 29' 32110 A~, ~ ~ ~ ~ ~ # SG C+ I I x.13 ~ ~
1aP EVER 5i~" REBAR \ G y / s, m ~ T 5° r'' SET A T TRIPL ~ g S SEG~~~, ~ o ~ ~
1 ~ ~ ° N ~ 0~~ ~ ~ ti ~S ~ e 5 , 0 ~ / MAPLE 2 0 ~ EXISTING 1/2" \ .y ~i vERS~~~( ~ ~ ~ Q
~ \ E / S CONDUIT PIPE ,a ~ o ~ N o~ ~ U UN~ ~ ~
~ ~ar,T N DuANE K. KNUTK 319~i54 ~ ~ ~ BOOK OF REC 249, PG 899
O1o mo _ N O Sa , ~ LOT 19 PLUS ADDITION mN , m ~ PLAT BOOK 4, PG 203 0 ~ z
n " oa m ~a _ F~ I' ZONED: R-1 SINGLE FAMILY P a ~O 0o m° ~ w p~J
m t ~ X In 9'x40' HVAC PAD ~ ~ Qa~ ~ c~
~ ^ " ~ N~ NN go m~ EXISTING
~ YI m ~ "M 5/8" REBAR ox ~ ma mo ~ ~ ~1J
~ ~
~ ~ ~ N \ 0
~ roN po ~ 0
~ ~ ~ S I ~ gS
~ ~
~ ~ ~2 3 S
~ CLIFF BALDWIN
WILLIAM L PELTO BAR 1311, PG 262 B~R 1463, PG 853 LOT 29 S LOT 30 PLAT BOOK 4, PG 203
EXISTING PLAT BOOK 4, PG 203 ZONED: R-1 SINGLE FAMILY
5/8" REBAR zoNED: R-1 sINGLE FAMILv
Revisions:
/ MICHAEL C. WOOD
~ DB 12, PG1
Bid Plans:
GRAPHIC SCALE
~o o ~s ~o sa ~zo ~zo
( IN FEET ) File Name: base-2933
1 inch = 30 it. Project Number. 2933
Date: May 13, 2011 Drawn B : TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS Sheet 6 OfV 1
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.