20020105 Ver 1_COMPLETE FILE_20020123

Tritech Civil Environmental, PC
WATER & WASTEWATER ENGINEERS
105
TRITEC 401 Commerce Place • Asheboro, North Carolina 27203 • [phone] • Fax: [phone]
Post Office Box 4127 • Asheboro, North Carolina 27204 • [phone]
January 18 2002
NC Department of Environment
and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Attention: Mr. John Dorney
?K*
RE: US I-77 & CC Camp Road
Wastewater Facilities
Elkin, North Carolina
Gentlemen:
Enclosed are the following documents in regard to the above referenced project:
• Seven sets of plans
• Seven copies of Application for Nationwide Permit No. 12
Please contact us if you have questions or require additional information.
Very truly yours,
Tritech Civil Environmental, PC
esse W. Wilson, P. E.
Enclosures
cc: Mr. Eddie Smith, Town of Elkin
Mr. John Thomas, COE
p:\01002-06\doc\den rltr.doc

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11++ct C) 1 O 1 07 : O) i Tr- S L(?(-f+ (- i i i I f ni ?'( '3 1 U 4`)F3 lU /O F` - U7
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
??;err`;RSFiH;u CL.ASSfV1C,AT1(_).%1' ATT;,kcit.NiE,N l
Anv changes made to thi, form will result in the application being returned.
!THIN / ORti tf 4 Y R: <HO7,U( FoP %'.SE,1 ? I r.• l )R/(i1.;
f1'STKI;C rION-S
Post It' F .1.x N":, 7671 1v dctcrTtnnc. t,,c tiassi(itataon of the wa:cr-?.^.r..(:) ----- __---- ---_-- ?? ?oi c4+c?s /
rn F rptr _ _
submit thrl fnr:n, with IterrL4 I through 6 Complete .ICSSY J,/rr Soo h/C> ?ACF
Water Q to htv Svpervi5or (see Page ? of .) prior t, :)vc e - _-
include an 8 S by I I" copy of the portion of a 7
immediately An"-nslope of the project. You mil"I _ 777 , Woo <
;urfacc waters (waters for which you arc r_ ,uestinr ?441 _ Yfg- 0 rar `
located in the .Ncuse Fiver Basin, also include a - ----
corrtspondmg non-disthsr'Se application may not be submitted until this form is compared oy the appropnatc
rcgionrl office and Included with the submltt2l.
I Applicnnl's name (name of the munictpaiir). corporation. rndivadu.al, e(c.) Iown of Elkin
Name a,n.l r ornpietc address of applicant T4?ltu_Qf 1'Ikin. 726 No>lh 2rldrt Strret
('fry Fiktn State: :14 6a1I1111II1_ Zip: 28611
Telepf+orK nurnLCr 3 1o) 1 acsimile number (130) X15- 040
Prvjcct na:r.c i;t.unc of titc subdivisrvn, ficilav o, c?tabl;stuncr,t, ctc Sout_ilst LIS I-;7 A CCU a?pRs?Ad j'vIl1p
?tnrn-:
Count", whcr_ err.ct ; loc.attd: Su2•. --
Nlame(t) of close;; swface waters Turkey cs?__ -_- - - - -_ -
6, fiver basin(s) in which the proj= is kx.attd. iislbltl-__ __
Topographic map name and date: Elkin- ,,!•h 1911 (41 j" v L)cLQ me;_1`_-!M
B North Carol na ProfcS;ional Engineer': seal, Cigrratur,, and date R4
?f1 4+s c
,i ??s? q
SEAL
18197
x
TU• kVt. ION AI )F I` ICE WA IFR Q1:A1 (I1 SUPH0, 1S(m qy W1\??`x?l
PI-:au provide rr,e the classificahrn(t) n' t!)c %urlacc µ'atrrs• w;tterShc?.(s), ant ! :.^ n?rt t?.rnntsl wN-re
tt+cse acuv+c-t wr:i (--:ur, as identified on the it%a Ned map icj::n°nt
Namr(s) of ,urf+tc • va .-rs and nvrr bamnfs) lutkcY Crvc)?aaiji j y-:1 1Sll1
las?ficatton(?' ?a, _,tehlrshc+l by t}rc } `IC)
f'T-j%Wccl clas;ili.a?rvr.(s) i a?(tca;,k _
A
i
M2'3w
ELKIN
TOWN OF
SOUTHEAST 1=77 & CC CAMP ROAD
WASTEWATE R FACILITIES JAN 2 3 2002
SU RY COUNTY,-NC IORT . H CA GLINA
PROJECT NO. D¦ 01002=06
JANUARY 1Y 2002 -
SHEETE
f
SHEET -M9.
t. KEY PLAN do LEGEND
~ CC CAMP ROAD
2. GRAVITY SEWER OUTFALL PLAN/PROFILE ~,~~1 f
e 1,._ r 's
3. GRAVITY SEWER INTERCEPTOR PLAN/PROFILE SAL
99
4. DETAILS ti m N
Alt 5 ~
I- W. N I Cf v
I" 02 h
hQ
toy PROJECT
Q AREA
TRITE
CIVIL ENVIRONMENI ENTAL, PC
401 COMMERCE PLACE PLACE TRITECH
ASHEBORO, NORTH CAROLINA OLINA, 27203 10 5•
[phone] D60
VICINITY MAP - NOT TO SCALE

LEGEND
Nos,.,,
GENERAL N( N
EXISTING CONTOURS - ~ ~
i. CONTRACTOR SH ITRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PROPOSED CONTOURS 700 v W 3
PRIOR TO CONSI )R TO CONSTRUCTION. CALL ULOCO AT 1-800-632-4949 OR CONTACT DIRECTLY
THOSE UTILITIES SE UTILITIES THAT DO NOT USE THE SERVICES OF ULOCO (SUCH AS WILKES TELEPHONE). EXISTING WATER MAIN -W W _-W - ham`
CONTRACTOR SH THEIR LINES. ITRACTOR SHALL ALSO NOTIFY THE UTILITY OWNERS OF ANTICIPATED WORK NEAR d4 IR LINES. WOODS LINE, CLEARING LIMITS
REPAIR OF ANY 'AIR OF ANY DAMAGE TO EXIST. UTILITIES SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOI CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY TREE
IN RELOCATING I RELOCATING EXISTING POWER POLES, GUYS, AND OTHER ITEMS AS NECESSARY. HEDGE, ROW OF BUSHES
2. CONTRACTOR SH JTRACTOR SHALL PROVIDE FLAGMEN AND MAINTAIN ONE LANE OF TRAFFIC AT ALL DITCH, WASH (STREAM ON SMALL SCALE)
TIMES. ROADS S ES. ROADS SHALL BE CLEANED BY POWER BROOM AND FLUSHER AT THE END
OF EACH WORK EACH WORK DAY. FENCE - U
3. ALL DISTURBED DITCHES AS INDI DISTURBED DITCHES WITH A GRADE OF 2 PERCENT OR GREATER, AND OTHER SURVEY POINT n ;HES AS INDICATED SHALL BE LINED WITH EROSION CONTROL MATTING. STABILIZE
EMBANKMENT SL IANKMENT SLOPES IMMEDIATELY AFTER PIPE INSTALLATION BY SEEDING OR OTHER NEW MANHOLE 0
MEASURES AS Il~ LSURES AS INDICATED ON PLANS.
EXISTING MANHOLE 0
4. UNLESS OTHERW ESS OTHERWISE APPROVED BY NCDOT, THE CONTRACTOR WILL NOT BE EXISTING IRON PIPE o EIP
CC CAMP ROAD ALLOWED TO PU OWED TO PLACE EXCAVATED MATERIAL ON THE PAVED SURFACES OF STATE ROADS.
POLE & GUY ANCHOR
5. DUCTILE IRON FI ;TILE IRON FORCE MAIN THRUST RESTRAINT MUST BE PROVIDED BY RESTRAINED JOINT POWER CATCH BASIN ¦ d
PIPE (SEE SHEE E (SEE SHEET 13). rr~ Sign SIGN O O
IMUM COVER FOR ALL LINES SHALL BE 3.0 FT UNLESS OTHERWISE SHOWN ON PLANS. TV J ~
G 6. MINIMUM COVER UTILITY CABLE PEDESTAL TP (V
is 7. THE CONTRACTO ' OF A TRAFFIC S CONTRACTOR WILL BE REQUIRED TO DEVELOP AND RECEIVE NCDOT APPROVAL HYDRANT fi W Q A TRAFFIC SIGNING AND FLAGGING PLAN BEFORE BEGINNING WORK. MAIL BOXES, Q Z
SIGNS, DRIVEWA) NS, DRIVEWAYS,FENCES,SHRUBBERY,CULVERTS, HEADWALLS, ETC. SHALL BE REMOVED WATER METER Q Z J JO
AND REPLACED REPLACED WITHOUT DAMAGE BY THE CONTRACTOR WHEN NECESSARY FOR PIPE f
t INSTALLATION. TALLATION. GATE VALVE m W Q O
12" OR LARGER GATE VALVE U U a
Q' r 8. WHERE POSSIBL PAVEMENT. IN N ERE POSSIBLE MANHOLES SHALL BE PLACED ON OPPOSITE SIDE OF DITCH FROM Z /EVENT. IN NO EVENT SHALL MANHOLES BE PLACED IN DITCHLINE. WATER LINE 0 L 0)
EXISTING SANITARY SEWER - - - - - - 00(o
,5 9. THE CONTRALTO CONTRACTOR SHALL MAINTAIN FENCES IN GOOD WORKING ORDER DURING VSTRUCTION. AT COMPLETION OF CONSTRUCTION FENCES SHALL BE RESTORED EQUAL SAN SWR FORCE MAIN - ' U Z to
O OR BETTER TO OR BETTER THAN EXISTING.
SHEET 3 RI ELECTRICAL (UNDERGROUND) E Z O
0 10. MINIMUM SEPARI (IMUM SEPARATIONS MUST BE MAINTAINED BETWEEN SANITARY SEWERS ELECTRICAL (OVERHEAD) OHE W w Ill
' AND THE FOLLO THE FOLLOWING PER 15A NCI1C SEC. 2h.0219(i)(2)(G) TELEPHONE (UNDERGROUND) T N
O -STORM -STORM SEWERS (VERTICAL) 12 INCHES FIBER OPTIC CABLE (UNDERGROUND) FDC '
-WATER -WATER MAINS (VERTICAL-WATER OVER SEWER) 18 INCHES TELEVISION CABLE (UNDERGROUND) TV
OR (H01 OR (HORIZONTAL) 10 FEET
-IN BEN( -IN BENCHED TRENCHES (VERTICAL) 18 (INCHES RIGHT-OF-WAY LINE do PROPERTY LINE
V -ANY PR -ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE (MMONTAL) 100 FEET PERMANENT EASEMENT LINE - °
i FERROUS SEWEF BE USED ZROUS SEWER PIPE WITH JOINTS EQUAL TO WATER MAIN STANDARDS, DRAINS OR CULVERTS
ALL BE USED WHERE THESE MINIMUM STANDARDS CANNOT BE
,8" GRAVITY INTERCEPTOR SEWER MAINTAINED. THE INTAINED. THE MINIMUM SEPARATION SHALL HOWEVER NOT BE LESS THAN m
36' MNL ENCAi 25 FEET FROM } SUPPLY WELL. FEET FROM A PRIVATE WELL OR 50 FEET FROM A PUBLIC WATER REACTION BLOCKING AT BENDS PPLY WELL.
I LOT LINES t 0
I GUARDRAIL
ABBREVIATIONS SECTION NO. OR DETAIL LETTER
'H' (TYPICAL DETAILS) AB ANCHOR BLILI D INSIDE FA( I EP DRAWING NUMBER ON WHICH ABJOE RNAL F_R IF INSIDE , E', FACE
v I M g A R AND NV INVERT
a'r VA, IN INNCHES SECTION OR DETAIL APPEARS _ A AI AIR UMINLIM C ALUM o APPROXIMATE IP IRON PIN (OR DETAIL IS WHERE CUT) )MATK,
SHEET 2 ^F IT AUTOMATIC SECTION OR o JI JUNCTION BOX F.
H HLIND LIN CI FLANGE IO LINE INT AHEAD LINE SIZE CHANGE (REDUCER) o- IL !4 L.A
hF. BUTTLRFLI VALPI 16 LINE BACK bI I;,., BUII DING IN I NEAP
0 O r8' GRAVITY 0 FALL SEWERS 2 2 PM, BM BENCHMARK LAO LOW WATER EEVF, B, 1T BOTTOM O
BSM~ BASEMENT MATL MATERIAL N BTI BELL -UP MAX MAXIMUM
P BV BALL VALVE MFR(S) MANUFACTURER(S) W MG MILLION GALLONS O
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JANUARY 200 _!H JUNCTION BOX
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INVERT Or1T=1003.97 { j _ ,
1000 1000
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DATE
995 995 JANUARY 2002
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19 19+00 20+00 -21+00 22+00 23+00 24+00 25+00 2 of 4
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E I (TYP.) N 4 I 8 MANHOLE 9 MANHOLE 3
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