20091159 Ver 1_More Info Received_20100125

310 Simmons Road, Suite K
Knoxville, TN 37922
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Transmittal
LDS Project: 209001
To: Sue Homewood - NCDENR Ian McMillan - NCDENR
Address: N.C. Division of Water Quality N.C. Division of Water Quality
Winston-Salem Regional Office Wetlands/401 Certification Unit
585 Waughtown St. 1650 Mail Service Center
Winston-Salem, NC 27107 Raleigh, NC 27699-1650
From: Breck Bowlin
Date: January 22, 2010
Re: ND-156 & ND-157 (DWQ# 09-1159 - Davie County)
Sue and Ian,
Please find attached the revised sanitary sewer drawings for the Southpoint Industrial Park in
Mocksville, North Carolina. The sanitary sewer alignment has been revised per your previous review
comments.
Please contact me if you have any questions
Thank You tS f
JAN ? 6 20;0
Breck Bowlin, P.E. DENR - WATER QUALITY
WETLANDS AND STORMATElR BIRANCH
Land Development Solutions
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~ \ New Cleanout (Assamed location ~ ~ ~ ~ ' ~ \ of sanita connection to bld ~ ~ ~ \ ~ ~ ~ : _ New Cleanout (Assumed location ~ r , \ ~ ~ ~ ~ d.
~ ~ _ _ _ of sanitary connection to bldg] r, ~ / - 1\ \ -
~ \ W ~ ` ~ ~t 825 - 825 ~ ~ "x _ / ~ ~ ~ ~ ~ ~
~ - - - 83 i 836 ~ ~ ~ ~ 846 84$ 848*,, ~ ~ ~ \ _ ~ ~ , I ~ -
V ~ ~ _ _ _ \ 830 _ ~ ~ ~ ~ - c - --.t46. s 846 ' ~ r ~ ` ~ ` ~ ~R~ O
~ ~ ~ Future Parking New 6"Service Line r _ _ ' ~ New 6" Service Line y ~ ~ . ~ ~ r ~ 8~. ` , to
Q2.60% 8"PVC rkir?g `Fu"tur~ ' msg. i ~ 1 ~ ~
1 ~ ~ ~ - ~ ` 386.74 L.F.., i \ ~ - ~ ~ ~ ~ ~ _ 840 ~ ~ ~ t ~ , ~ ~ r
t New MH 5
~ / ~ \ \ , _ ~ ~ 830 ~ New MH 4 ~ - ~ ~ 4p Sta 13+80.17 ° ~ ~ ~ - ~ ~ \ ~ ,P. `v;-- j ~ off ~
810--._ / ~ ~ r \ ~ ~ _ _ . ~ ~ 6°I~ Sta 9+93.43 ~ ~ ~ ,Rim 842.93 ~ o~ pM ~ ti i/ ~ - Invert Out 835.00
~ ' ~ \ ~ ~ _ ~ . .___=...Rim 835,18 ~
ao \ ,Invert In 824.95 o v / e ~ ~ _ ~ ~ ~ 820 ~ ~ ~ ~ F.uture Dock r \ ~ ~ ~ ' e ~ °
o - \ ~ Invert Out 824.85 ~ ~3~~ N ~ ~ ~ ~ ~ e / r _ . ~ F. 11=29°44'27" R ~ ° ~ •
General otes ~
~ ~ • ~ ~ 1. The contractor is specifically cautioned that the location andlor elevation of existing utilities
` \ , - ~ , ~ ° 810 o ~ qg ~ ~ l \ , A A iL., _ - , ~ \B~Q as shown on these plans is based on records and where possible measurements taken in a,
_ ~ ~ ~ \ the field. This-information is not to be relied upon as being exact or complete. The
a ~ ~ ~ _ _ _ ~ - - ~ ~ ~ ~ contractor must call North Carolina One CaN and any utility that does not subscribe to One o -a+
- _ ~ - - ~ ~ Call at least 72 hours before any excavation, to request exact field location of the utilities. ar®~
I ~ ` ~0~ I ~ New MH 3A _ \ c New MH 2 -r. ~ ~ ~ e ' - ~ 3 Sta 8+09.39 - ~ ~ - - - ~ ~ ~ It shall be the responsibility of the contractor to relocate all existing utilities which conflict ~ J ~ ~ ~ , ~ ~ with the proposed improvements shown on the plans. ~
--.~....--800 ~ ~ / / e ~ ~a ~G _ 2+43.14 I ~ ~ ~ ~ ~ ~ °Q im 804.29 ~ ~ ~ 3 Sta \ / e ~ ~ 6 R - ~ 820 820 ---81 ~ ~ _ _ ~ ~ X... - °
~ Rim 790.00 ~ / / / _ _ r ~ ~ .,_._.Invert In 799.89 _ ~ _ ..,,1 ~ 2.Owner: The fiollingsworth Companies rn
.a ~ o / / o - "PVC ~ Invert In 785.56 \ / o ~ / - @0.91.10 ~ 8 ® ~ ` Invert Out 799.79 ~ ~ ~ r ~ ~ ~ ; -158.82 L.F. _ ° " "8?~p ~ ~ ~ "ar~..~.- Two Centre Plaza
Invert Out 785.46 ~ _ o ~ 8"PVC ; Q-05 0149 R ~ ~ ° - _ ' Clinton, Tennessee 37716 ~ 06 ~ ~ Ph. 865-457-3601 `
~ A=73°35'33" R ~ @0.50 / - • .d._.,,,.., ~ ~ ~ ~ ~ 806 ® \ o ' - 300.00 L.F. ~ New MH 3
M ..--„r, 1, / / ~ a. ~ 6 ~ I • _ ~ ~ ~ New MH ZA ®Sta 7+01.95 ' ~ ~ `~M Legend ° ~ 3. Topographic Survey by: Land Development Solutions
° _ - - Sta 5+43.14 - Rim 794.11 ~
D,I,P. shall be _ r --79a-- _ o Q~ ~ ~ - ~ .®.Rim 791.56 Invert In 788.71 ~ _ _ _ ~ cv Mechanical Joint _ _ r ~ BENCHMARK 310 Simmons Raad, Suite K Knoxville, TN 37922
o Invert Out 788.61 ~ @ q X90-,_ Invert In 787.16 - ai ~ ~=30°46'15" L PROPERTY LINE Ph. 8fi5.671-2281
co P - _ - ~ Invert Out 787.06 -~a~_ ~ _ _ X EXISTING FENCE Z o ~
c r _ - - p=01°51'09" L - - ~ ~ 10 L.F. Conc ete EXISTING BUILDING EDGE 4. Property is located in City of Mocksville and is Zoned GI. W ro W
~----Encasement - _ . w~ rn - fix. centered over 24' " - NEW BUILDING EDGE o U. J U 5. Utilities:. Water: Mocksville Public Works Z ~ Z c
~.p~~ 24 CMS CMP ~ '~8 EXISTING TREE LINE s ` w o Contact: Mike West ~ c a o a ~
V 1 I ~ EXISTING TREE ~ ~
o New MH 1A .i e ~ / I Sta 1+22.61 y ~ - NEW RETAINING WALL-DESIGN BY OTHERS Phone: [phone]
~ Rim 790.00 N - -1390 EXISTING CONTOURS Sanitary: Mocksville Public Works ~ n o ~ L
ti Nevr MH 1 _ ~ .Invert In 784,86 1386 Contact: Mike West ,L it us ~ a~ -1390 NEW CONTOURS ~ ~ ~ Phone:[phone] U ~ ~ ~ ~
0. Sta 0+15.13 invert Out 784.76 ® Rim 791.33 Manhole Northing Easting NEW CURB LINE
fl=72°4T47" R \ y Invert In779.60 - - ~ ~ EXISTING CREEK OR DITCH Electric: Energy United o o a
_ p~ ~ ~ ~ Existing N 798119.77 E 1525381.45 c ~ Aj ~ , Invert Out 779.50 ~ EXISTING CATCH BASIN Contact: Richard Broadway ro N N
rA - ' - a=50°29'45" L 1 N 798118.33 E 1525366.39 ~ EXISTING HEADWALL Phone: [phone] ° o o c
~ ~p Bpi \ ~ 0 1A N 798029.28 E 1525306.22 EXISTING STORM LINE
~ C " 15.13 L.F. 2 N 798064.19 E 1525190.86 W ~ _ EXISTING WATER LINE Gas: Piedmont Natural Gas ~ N M
U Core and Boot new 8 sarntary • EXISTING WATER VALVE Contact: Brad Dyer Phone: [phone]
Z Whole. @8.59% 2A N 798364.18 E 1525193.12 S tine to existing ma 8"PVC © EXISTING WATER METER 6. Setbacks: _ " t, x
0 \ 3 N 798522.95 E 1525189.19 3 r~ x ~ ~ Existing MH EXISTING FIRE HYDRANT Front: 40 Feet ~ ~
~ SS x x / +00 ~ 3A N 798613.88 E 1525131.95 - ~ 1.-~ ~ o Sta 0 sS EXISTING SANITARY MAIN Rear: 50 Feet ~ ~ '
< v ~ Rim 792.84 4 N 798777.62 E 1525047.94 Side: 20 Feet ` ® EXISTING SANITARY MANHOLE , , ~~L
~ - ~ v ~ ~ Invert In 778.20 -------G EXISTING GAS MAIN #13417
N ~ 5 N 799163.96 E 1525065.35 U ~ ~ ~ Invert Out777.04 - .c ~ - . Ex FN 216 uE EXISTING UNDERGROUND ELECTRIC LINE
0 \ \ Test Date: 10 Zt6 <
Z ~ \ Static: 100 P D~pP ur-~------ EXISTING UNDERGROUND TELEPHONE LINE ~'i~~~~~ off EXISTING OVERHEAD LINE General Unlit Notes 1lt.),,...:..
~ ~ Residuak 4 00 g ~ EXISTING POWER POLE
Flaw: 1500 9 ~ FJClSTING LIGHT POLE 1. All water and sanitary construction shaltcomply with Mocksville Public Works Standard
Qm NEW CATCH BASIN Specifications.
v to 0 Js ~ NEW HEADWALL Drawn By CDB
i 2. Contractor shall provide as-built drawings to Land Development Solutions: Water line NEW STORM UNE as-built drawings shall include horizontal and approximate vertical location for lines, Checked WHB
O w NEW WATER LINE valves, fire hydrants, meters, and any other pertinent information. Sanitary as-built drawings shall include manhole tops and inverts, all deviations from design plans, and Approved EJB
3 N GRAPHIC SCALE `'W NEW WATER VALVE any other pertinent information.
rn ~ ~ ~ so z~ o so too O NEW WATER METER Job No. 209001
3 New fire hvdrants shall provide a minimum of 1000 nnm at 9n nci anA chap ho ~nctano~t
e ti`"0 NEW FIRE HYDRANT . ter. - r n, recognized N ,vM „-50P accordance with all applicable Mocksville ville Public Works and nationally
8 P.I.V. NEW POST INDICATOR VALVE standards. - 09-04-09
v 1 so m - NEW SANITARY MAIN Scale Date mom= 4. All utilities shall be installed with adequate cover so that future driveway cuts, do not
m
X © NEW SANITARY MANHOLE disturb lines.
G NEW GAS MAIN Con' 4 U0%
Gv 5. All underground fire lines must be designed and installed by a licensed sprinkler NEW GAS VALVE contractor.
Sheet No.

Frame and Cover General Unlit ates General to
1. All water and sanit< water and sanitary construction shall amply with Mocksville Public Works Standard 1. The contractor is specifically cautioned that the location andlor elevation of existing utilities as shown
Specifications. ~ecifications. on these plans is based on records and where possible measurements taken in the field. This. ~ L
information is not to be relied upon as being exact or complete. The contractor must call North ~
Riser Ring .'4 2' Dia' q ~ 2. Contractor shall pn mtractor shall provide as-built drawings to Land Development Solutions. Water line Carolina One Call and any utility that does not subscribe to Qne Ca0 at least 72 hours before any
•a: ~ as-built drawings s -built drawings shall include horizontal and approximate vertical location for lines; excavation, to request exact field location of the utilities. It shall be the responsibility of the contractor ~ 0 to relocate all existing utilities which conflict with the proposed improvements shown on the plans. to ~
Match Existing Side Slopes and ~ Eccentric Conc. • . q• valves, fire hydrant Channel Bottom Unit Ives, fire hydrants, meters, and any other pertinent information. Sanitary as-built
drawings shall inch swings shall include manhole tops and inverts, all deviations from design plans, and ~ 0
" Notes: any other pertinent Remo and Replace Plants From 1 3 y other pertinent information. 2.Owner: The Hollingsworth Companies r Q, ~ Two Centre Plaza ~ t,3
' urbed Bank. 1. Precast Manhole Compents Shall Meet Requirements of Dta. Along p of Dtst 3. New fire hydrants Clinton, Tennessee 37716 ~ w fire hydrants shall provide a minimum of 1000 gpm at 20 psi and shall be installed in tf9
ASSHTO M199. o sll Ste s Will accordance with al Ph. 865.457-3601 Z3 cordance with all applicable Mocksville Public Works grid nationally recognized ~ 0
Compacted Clay 2. Risers and Grade Rrngs Shall be Assembled s p k D m . Have 16"Spacing the Fuil Height of Manhole. Start First Step standards. rndards. 3. Topagrap'hic Survey by: Land Development Solutions Z
tore Chec a (typ). ~ " Contractor Shall s 4 D~a. 6 Below Top.
Creek Bottom and S~ s to • • 4. All utilities shall be 2' ~a. 3. Frame and Cover Shall be John Bouchard & Sons Co., utilities shall be installed with adequate cover so that future driveway cuts, do not 310 Simmons Road, Suite K ~ ~ ~
Preconstruction Conditio disturb lines. #1125 With Sanitary Sewer" Label. ~turb lines. Knoxville, TN 37922 ~ ~ ` Ph. 865-671-2281 r ~
_ 4. Where Manhole Top Could be subjected to Vehicular Traffic underground fire lines must be designed and installed by a licensed sprinkler ~
' • ~ • • ' ° ° the To Shall be Flush With Finish Surface, Otherwise the 5. All underground fin ~ • . 1. . < . p „ contractor. Manhole Top Shall be a Minimum of 9 Above Ground. ntractor. 4. Property is located in City of Mocksville and is Zoned GI. z ~
5. Utilities: Water: Mocksville Public Works Sanitary: Mocksville Public Works
• • ~ Riser 24"Min. ' • Unit Contact: Mike West Contac#: Mike West ~
.4 a. Phone:[phone] Phone: [phone]

. e„• . . d• ~ Concrete Electric: Energy United
Contact: Richard Broadway Phone: [phone]
. , Base Unit d, a .a. .n. N N
A Gas: Piedmont Natural Gas N w
Section A-A .•a. Length Vanes ' Pie P e Contact: Brad Dyer r°
. Phone: [phone] M
Ductile fron Pipe ~ ~ ~ ' 6 ° 6. Setbacks; N
8"Bedding Front: 40 Feet o N Rear: 50 Feet ~ W
Q Side: 20 Feet ® Z
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~ av m > Foll as required to _ Z v- N M
M __e.._._.___._..___. c C ~ N __.__.__..___.__.s c C Z to 0: ~ c ~ m -__.._z a ®c ~ rn _ 0 maintain mimimum 3 _._.___.._._..._..w__.._._._._.
U __z ~ ~ c c r r. ~ - a cover over new sewer
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0 . D.I.P. shall be _ _ _ . _.....__,..__._.._.__w_________._.__..___ 4~~17 ~ 790
c`o Mechanical Joint _ U _ __._._M__.~. P o-
790 Q91% •rr' o k w . ~5~.~~k Ii A p d it
0 158.$2
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a~ 300 Q_..___...._.____-....___.__.. _ _ _ _._w.__~.,__.___...._..
> 20.3 @0.5 /o v N ,a,,
U _..__e._...~__ Drawn By CDB
O ' - - ~ . ___...__r_ ....__._~a~°__ _ _ 10 L.F. concrete Checked VUNB
' @,~ encasementcentered w__~___._.___._._.__._._..._..~, __..__..e.~_.._.. __._.____._m__....____._____._.___.
~ _ on 24 CMP _.._____._._.~_.___.a..__~._.__.._....____.__~.~.______....____..._.~_...._._---.~_.__._____.~_.._.__...__.__..~____.__..._..___._...____..._.____.._~_._~..____ ..___..___w~...._ " .._._...._.m.._._._...._._.____._.. ____._____.___._...._._.._._.M_~.._.__.__..___._.__ __.___.w.w_.____ 780
O ~0 ° _ 3 _ Approved EJB
780 Job No, 209001
0 Existing 24" CMP
_ 15.13 _ ~ - _ -
a 0 Date
0 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
X 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+5 jf 09-04-09 A' A u In u
No.