19980518 Ver 1_COMPLETE FILE_19980616

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
7 6 '?W'A
,40
IT
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 23, 1998
Lincoln County
DWQ Project 980518
APPROVAL of 401 Water Quality Certification
Mr. Douglas Chapin, County Engineer
East Lincoln County Water and Sewer
115 W. Main Street
Lincolnton, NC 28092
Dear Mr. Chapin:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.06
acres of wetlands or waters for the purpose of installing a sewer line, as you described in your application
dated June 16, 1998. After reviewing your application, we have decided that this impact is covered by General
Water Quality Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12
when it is issued by the Corps of Engineers. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when
the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
pelSiny ,
2
on Howar?, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Dorney
Central Files
980518.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
?v
u
COUNTY OF LINCOLN, NORTH CAROLINA
115 WEST MAIN STREET, 3RD FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA 28092
`'7# CASS?? 6
DEPARTMENT OF PL!BI IC WORKS
[phone]
FAX [phone]
June 11, 1998

John Dorney
twArER r???«
??;
NCDENR - DWQ r
rroN
4401 Reedy Creek Road
Raleigh, North Carolina 27 607
Dear Mr. Dorney:

Attached are seven copies of the completed application for Water Quality Certification for
the Killian Creek Sewer Line Project for your review and approval. Also attached are
seven sets of partial plans that show the 7 creek crossings on the project. All sewer line
crossings will be installed below the stream flow.
Please call me at 704-736-8498, if you have any questions or require additional
information.
S' cerely,
Dou s Chapman E.
County Engineer
attachments
1
DEM ID:

CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) :
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
• ? JUN ? 61?.? ,.1
PLEASE PRINT.
1. OWNERS NAME : East Lincoln County Water 6 Sewer District
? 2. MAILING ADDRESS : 115 W MAIN STREET
SUBDIVISION NAME:
CITY: LINCOLNTON STATE : NC ZIP CODE : 28092
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) NC 73 at Killian Creek
V/ 3. TELEPHONE NUMBER (HOME) : (WORK) :[phone]
4•. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: Douglan Chapman. County Engineer
115 West Main Street, Lincolnton NC 28092
[phone]
V/5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) :
COUNTY : - TA nc-nl n NEAREST TOWN OR CITY: Lincolnton

SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : NC 73 along Killian Creek west of East Lincoln
High School
? 6. IMPACTED OR NEAREST STREAM/RIVER: Killian Creek
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-1 OR WS-II)? YES ( j NO ( j IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORT11 CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES ( I NO ( j
7C. IF THE PROJECT IS•'LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES) , *4EAT iS :'-. :,,%L\M USE ?L:,i?t (,UP) DES:.: NATION?
V 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( jNO (xj IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( j NO ( j IF YES, DESCRIBE ANTICIPATED WORK:
2
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
V 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0
EXCAVATION: 0.06
FLOODING: 0
DRAINAGE: 0
OTHER: 0
TOTAL ACRES TO BE IMPACT= : 0.06
? 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (I.
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION)
EFORE : ' 350 • C" P AFTER : 350 F.,T.
LENGTH BEFORE:'
WIDTH BEFORE' (based on normal high water contours): 4 cT
WIDTH FTER : 4 vT
AVERAGE DEPTH BEFORE: AFTER : 1 cT
(2) STREAM CHMrrEL. TY- PACTS WTLT, R;'Sm,T -"-7-CM.: (CHECK ALL THAT APPLY)
OPEN C::ANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: x CONSTRUCTION OF a DAM/FLOODING:
OTHER:
? 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
V 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF T'fPE OF
3
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" K 11" DRAWINGS
ONLY) :
at 7 creek crossings with
A 15 Inch diamet r
the pipe below the bottom of the stream flow. A track mounted excavator will
be used to excavate for and install the pipe
cPwPr line
13. PURPOSE OF PROPOSED WORK: Install
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CAP-TZIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
15. YOU ARE REQUIRED TO CONTACT U.S. THE FISH AND NWILIFE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE SES (ATTACH R.ESPON
CONTACTED: _
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGE PA?DRESS?ESEAS?Z?H ?y?IAFF?CTED BY THE PROPOSEDRIC
PROPERTIES IN
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND'
4
g. SIGNED AND DATED AGENT AOTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM TEE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT I S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
11

DATE
6
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 199830343 county: Lincoln
Notification of Jurisdictional Determination
Property owner/Authorized Agent: County of Lincoln - Mr. Douglas Chapman
Address: 115 West Main St., 3rd Floor Citizens Center
Lincolnton, NC 28092
Telephone Number:
Size and Location of Property (waterbody, Highway name/number, town, etc.):
15 or 18-inch sewer line project to be located along Killian Creek in eastern Lincoln County.
Line will extend from approx. 3800 feet south of NC 73 to approx. 6000 feet north of NC 73.
Indicate Which of the following apply:
There are waters of the U.S. on the above described property which have been accurately flagged and delineated. We
strongly suggest that the flagged lines be surveyed. The surveyed lines must be verified by our staff before the
Corps will make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identificationand delineationof your wetlands
cannot be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation
of the wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review it, and,
if it is accurate, we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps
will not make a final jurisdictional determination on your property without an approved survey.
The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a period
not to exceed three years from the date of this notification.
_X There are no wetlands present on the above described property which are subject to the permit requirements of
Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
The submitted survey plat dated * for the above referenced property accurately reflects the limits of
waters and wetlands on the property. Unless there is a change in the law or our published regulations, this
determinationof the limits of waters and wetlands may be relied upon for a period not to exceed 5 years from the
date of the survey plat.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is in most cases a
violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work on the property restricted
entirely to existing high ground. If you have any questions regarding the Corps of Engineers regulatory program, please
contact
Steve Chapin at [phone]
Project Manager

Date 01/26/98 Expiration Date 01/26/2003
DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual) q -983o 3 Y3
Project/Site: Date: / I .A 3 ?g $
Applicant/Owner: C-ov'nl? County: _Z_
Investigator: A- I
State: _NC
Do Normal Circumstances exist on the site? ® No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes ® Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. T? /P Pop/a? ;ee. 59C_ s. ?? ?? sfe i?? 1?r6.
2. ?1 ver- S, ram 9c ") 10.
cut v ? nom
, 1 n ?,
3. ?P? iYr oa?e° PA C_ 11.JcP. 4.,,e4 rte. /cFQ " !3C-
4.?Q r•, av?? Sc /1 12.
13.
H". EA C- 14.
7. a
Scr / ` FA-c- is.
A
011 o A- 16.
Percent of Dominant Species that ar
l
di
FAC
( e 08L, FACW or FAC
'?- SS - f
0
exc
u
ng
-). p
Remarks:

HYDROLOGY
_ Recorded Date (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs ? Inundated ( n S pafs)
?[ .. _ Other
R
d
d 'A Saturated in Upper 12 Inches 1n SPv'ld)
/?JV°
ecor
e
Data Available _ Water Marks
_ Drift Lines
/n J061& y _ Sediment Deposits
Field Observations: '? ce"fi II _ Drainage Patterns in Wetlands
ce
Depth of Surface Water: 3 -?o (in.) Seoondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) _
_ Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) _
_ Other (Explain In Remarks)
Remarks:
J(/O
S•pNy-oal Sr+to/l $ c ? t?/?t?'r Poc?o7~T /?vwWA-? 170 voU
Q
Cr p?'P.J?d?7' •2 G1rPG
!3 C

vv1r.v mmm?
Map Unit Neme
(Series end Phase): 5 P ?
Drainage Class: _
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type) es No

Profile Description:
Depth Matrix Color Mottle Colors
Mottle Texture, Concretions,
nches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
?_6 _A ?Syhyiy - c-?

?1/?F o y/L s/3 t- c - c-
6-Iyt -B,,,, ?. C/ /2
Hydric Soil Indicators:
_ Histosol _
Histic Epipedon _ Concretions
High Organic Content in Surface Layer in Sandy Soils
_
Suifidic Odor _ Organic Streaking in Sandy Soils
_
Aquic Moisture Regime _ Listed on Local Hydric Soils List
_
Reducing Conditions _ Listed on National Hydrio Soils List
_
_ Gleyed or low-Chrome Colors _ Other (Explain in Remarks)
Remarks:
,5,1/s ,7 47W'.L
uwcvl Arun ncTC01U11NAT11nN
Hydrophytic Vegetation Present? °& No (Circle) (Circle)
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes is this Sampling Point Within a Wetlend7 Yes
Remarks:
EAST LINCOLN COUNTY ~A.TE LINCOLN COUNTY, NOR' APRIL 1'~, 1 ER 8c SEWER CIS TRIC T
?RTH CAROLINA
1~~8
INDEX
PROPOSED SEWER ~
SHEET DES,~RIFTION
LINE C ~ ~
/ 1
1 CQVER SHEET
( OPTIMIST ~ Rd~
1'. 2 LINE B STATION 0+00 - STATION 15+00

3 LINE B STATION 15+00 - STATION 30+00
4 LINE: B 'STATION 30+00 - STATION 45+00
~ g l 5 LINE B STATION 45+00 - STATION 60+00
6 LINE` `B STATION 60+00 - STATION 75+00
~ ~ ~ N 7 LINE B STATION 75+00 - STATION 90+00
PROPOSED SEWER 8 LINE B STATION 90+00 - STATION 97+65.89
LI N E B , EAST LINCOLN 1 HIGH SCHOOL 9 LINE ~ `STATION 0+00 -STATION 15+00
10 LINE C STATION 15+00 -STATION 25+65
o 1 1 DETA{LS
W ~ / 24
chi I N~ >3 FORNEY CREEK
WWTP
I ,
, SEND ~ -
~~s F~
J UON
PROPOSED SEWER
PROPOSED PUMP UNE A (NIC) F~,~LT f ~ MANHOLE
STATION (NIC) f ~ fb~(S'~/ 1
~ 'jb,~tF
CHECK DAM
0 TELEPHONE PEDISTAL
- ~ MAIL BOX.
FOWER POLE
AREA MA~~'
SILT FENCE
REVISIONS .,anMw~~~,,. - - QATE ~neu ,v Anne
DATE /1I'riII- I l t J~JQ
REV. NO. DESCRPTK)N p a KI KILUAN CREEK
All MW 7W _,,UNfl[rY PROJECT NO.
SFA c Ifto
20M LvvE 9707 r S' R SLrrT
115 BEST MAIN STREET a T-IM G
UNCOLN MN, NC 28092 c Lil r y - a SHEET 1 OF 11.
EAST L#4 M, l 7~4-736-8497 '~~u?,HN;~~~~ 4M COUNTY WATER,-*,- s w'; ySYSt.^ ' o ~ .
ism t
, i.. ~ a r..,:.T. . ~.'-.5 -

369200251747
CAROLINE CLARK DB 928 PG 102 I
O R ELEV.. = 654,17 BENCHMARK ELEV. 664.51
n O T IN 0 NAIL SE L _ _
~ N - - - Z
BENCHMARK ELEV. 663.06 ~'1
NAIL SET IN 28 RIVER BIRCH ~ c WATER ELEV. = 652.51 ~ ~ . .
~ p riILLIAN CREEK _ D Z _ X6.9_
Z _ 0 p AREA
p o M , O w ~ ~ q Q CONTRA / _ _ _ J/ LIMIT OF DISTURBS , _ _ ~ 14+a0 CONTRACTOR SHALL PLA(~€ .RIe-$APJ ~ ~ _ „ ~ - - 13+00
p - ~ ~ ti N ~ o r 0 m m y ~ ~ IN DISTt ~ D ; Q ~ cG a " IN DISTURBED AREAS OF THE CREEK, _ - - - 1
\ N m ~ X ~ I ~ ~ d50 6 , ~ p X Q` ~ F O _ - - 11+oa d50=6", 12" THK. _ - - - - - - - - +a0 °"-$j
- g+00 -8+00
Z ~ CONTRACTOR SHALL PLA - ~+QO Z IMIT OF DISTURBEp AREA- - _ _ ~
! ~ ~ O ~ I T R AR AS THE CREEK -I ~ - - - - +OO ~ \ ~ _ IN D S "U BED E - - 6 „ Og ~ ~ - THK ~ _ _ - - 5+ 00 _ - - - - T~l1R8Ep AREA ~ -I
e ? d5o-s , t 2 6 _ _ LINE B Q ~ ~ - - 4 00 _ _ OSED SEWER ~ - +00 _ - - PROP TYPE "B" STREAM - _ - - - ' ~ _ LIMIT Of DIS ~ CROSSING - - ~ ~ = ~ ~ ~ -1
~ _ 99.3 z~ - - 2+ 0 4 24 W 9 ~ _ s._-. q ~ y o
+00 N05 5 ~ ?4 - - - - - Ij - - - _ 660 ~ Z 0
~ ~ Z ti
. sops p AREA-- ~ 25 TYPE "B" STREAM _ _ _ - - LIMIT OF DISTURBE * N` ~s ~ ~ r + N~ !x ~
~ ~ - - ~ - _ 660.69 CROSSING _ _ _ - - " s6o s~ S ~ 0
sT ~ - ,4 ~ INSTALL SILT FEA FALL SILT FENCE 66 .0
~ ~ AT T P F R p~. ~ ~ >j 0 0 C EE TOP OF CREEK BANK ~ O - ~
R ti ON EACH SIDE FFk~ , I y ti EACH SIDE
aq l ~ ~ INSTALL SILT FENCE Nk ~ F X
N AT TOP OF CREEK BANK ~ ° S ? ~ 0
' ON EACH SIDE ~ '0 ~ 0
PROPOSED PUMP ~
TA N TE o S T10 SI
'o (NOT IN 1HIS o.
t~~ct)
~ . .~;y..
, ~ ~ ; PROPOSEO FORCE MAIN
k NOT IN THIS COt+tTRACT) t ~ t3RJlWTY SEWER FROM THE PUMP STATION TO
0 • 0 1~14NHOLE ~1 ~ AND MANHOLE # 1 SHALL BE
P VI Y TH PUMP TATI N NTRACTOR, RO DED B E S 0 CO
Ogg so o n so ,~a r zc N~ o
~ ~ ELEV--N~t~. 83
~ i iN FEET
, ~ ~ _ ~ ~ inch = 50 `t.
~ ~ ~ ~N
~ k ~ ~ ~ p
~ ~ O
~
~ ~
\ ~ ~ ~ ~ \
~ \ ~
NOTE:
GRAVITY SEWER FROM THE PUMP STATION TO
MANHOLE #1, AND MANHOLE ~1 SHALL BE
PROVIDED 8Y THE PUMP STATION CONTRACTOR. D
~ o ~ _
a a W o ~ 8
W o ° o ~ 0 0 p.> °N° r S U .V
O _ Q _ - - - - _ _ - - . - ~ p ~.L) pOU N_~t M Nt~~ - - _ _ _ __d o ~ o r - ----.-T---_
~ + I- M'~I n~DO= ^m W o ~ (Tl df ~ I f-
W ~ O~ - _ W _ _ _ _ _ - JZtO _ _ h- O ~ ~ j ~ 670
670 o~ ~ ~ < ~ ~d N a
I s l a z Q ~ ZQ~Z~ Q~._ Q ~ ~ ~ s Q < ! ~ 3
~u,a~'3 100 YEAR FL ~ N a 3 ~ N & 3 ..._,.._,.._...l..._..._..._..,_ a YEA L s ~ ~ , R F OOD .ELEVATION _..l...~., . . ~r
f
EX~STWG GRADE ____y - _.~-..a.~ _ - _ _ . t- L ~ ~ ~.~r.- 1. f-. . ~y a'~~ _ _ 5W ,e . '
660
. ~ bl C" ~ ~ 15"~PVC~0. 2% i 2 ~ ~
t J ~ PVC l w ~ -r i .
®0.26gi TO ~ a ~ " l s " 15 0 PUMP STATION t5 0 PVC:O 0.22X " 'p.~, PYC3 4 0, 225 ~ ° f r r ~ n . • . . . 15 0 PVC ®0.227b ~ ~ ; , ,e
' t 5" ~ PVC 0 0.22X . _ i a. '
650 INV. pUT ~ INVERT
INV. OUT INVERT j 649 ~ ~ 650.71 IN-650.76 ~ f. i ~ I 1 ~ ~ .I ~ f
IN-649.15 849.95 649.10 ---r---r- _ _ ~ I_ E j i a
~ i
~ ;raj .1
- _ ~ -
_ - , I
I
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
HORIZONTAL: 1" = 50'
VERTICAL: 1" s 10'
REVISIONS ~,,,H„~ DATE
- - - - - - - - - - - - .d~~,, n~nl~~b, apR{i 17 1 QQR
REV. NO DESCRIPTION DATE
1 Kit LIMITS OF DISTURBED AREA NOTED 5/15/98 9 K ILUAN GKLLK G R A\ATY SEWER - LINE B
2 ADDED SILT FENCE AND CREEK CROSSINGS 5/27/98 NCOLN COUNTY z
SEAL 2622
115 WEST MAIN STREET o ~ SEWER LINE PROJECT NO. 9707 STA. 0+10 TO STA. 15+00
o Fps P UNCOLNTON, NC 28092 c e SHEET
PUB C WORKS v ~f/~~ C COLN COUNTY WATER do SEWER UIS'ft21CT 2 of 11
7EAST LINCOLN CC 04 738 8497

. ~ 1
,
n
Z ~
~1' 0
r x
o
o 0
o O BENCHMARK ELEV. 672,81 ~ NAIL SET IN 30 RIVER BIRCH
~ ~P ~ ~ ~ _ ~ ~ P ~ LEV. = 659.49
WATER E to
~ , C~M~ T OF d ~ -~,po ~ 1
o~sr ` NC GRID ` j \ ' N .1 ~
`JR9 3~ fo - Z O - ~
~0 q~f -NAD 83 0 q ~ 1 EI.EV -NAD 83 v r - ~,~p0 ~ ~ , - ' ~6
- _ - - 00 R/W 70 5 , - t ~ Z - mr~
/M~ ~ ~rn z N r z - r~ ~ i ~
1~ T of ` 3 o'
r~R ~ ~ t~ 1 ~ ~
\ ~ ~ 0
Z A \ ~ - - ~kp ~ , 4
i
W x ~ ~ ~ CONTRACTOR SHALL PLACE O ~ . , ~ ~ ~ n ~ RIP-RAP ON DISTURBED AREAS a,
~ ~ \ OF DRY WEATHER DITCH ~k A~4
~ 3 ~ ~ d50=6 , 12 THK. O V. 673.49 4~ _ + 42~ • ~
BENCHMARK ELE Q - U O N 0 \ Ex ~ N Hta~wA~~ ~Z, . ~ t ~ ~ v~ SEA pp , i . 2 5 •C _ ,i ' _ o , r 42k - 13 p -
NAIL SET IN 18 SYCAMORE \ 22 ~ z~ ` x 4 ~ 4 „ / ~R ~ . ~ p1S ~ ~
~ ~ ~ V. = 660.15 ~ F ~ ~ WATER ELE o~ ~ 660,15
D --I ` \ ~ 3 - A ~ EXISTING D ?4 S - HeAOwau Z .6' , ~ ~ i~ rn p'ER a - ~
I ~ ~ \ ~ f ~ K EGGS C'F ~ ~a ~ ~R ' ~ ,
~ 0 r
W \ ~ x ° ~ ,l l 11 ~ ~ ~ ~ ~ 'C~N~RA~TO~ ~}iAl.~ PLACE RIP~,~AP ~o . ~ ~ + .ACE RIP~,~AP ~
ti`.`,~ - Wr I i I I III ~ I M R K \ RE I I , I I I i i ~ ~ DISTURB AREAS ~ E" C EE / o~ i I M R K B E~ ~TE'CEE~ E pR a~.r
fsr~ ~ ~ I I I ~ , ~ to ~ _ " 1 " , - o Fe ~ r ~ . ~ I I, I . / d50-6 , 2 ~S• N N~ 11 I ~ \ E r ~ r ~ 0~ R ~s~~R
o I III; 37 ~I ~ > ~9~ `N~ ~ o SE OF ~ ~ SEp F 'x p0
p A I~,i ,I 0 ~
~,~i CONTRACTOR SHALL REPAIR ANY ~ I ~ ; . , ~ , , ~ a~z ~ .p ..r'' ~ i- - Q
SECTIONS OF FENCE DAMAGED ~ ` ~ ~ ~ I ~ ( 01~~ ~ Y W R IN CONSTRUCTION 1 ' ' ! ~ 54 ~ " o , B SEE L E ~i:11;, 9 E
° ~ I °i;ANTRACTQBI3H'ALL REPAN $H'ALL REPAIR ~11Nx
~ I ~ I ~ OF FENC ~D~MAI x I f - _ ~ SE~TI6NS FENC -DAMAGED ~ - - _ _ - JF -E NSTRUCTION
6 ~ t , ~ I I ~ ~ SEWER LiNF -C NSTRUC ~ ~ I .
INSTALL SILT FENCE I ~ i A I I ~ ~ ~ ~ '9 ~ ~ ~ o`' I ~ - o Q' ATTP F i i';'
~ 1` 0 Q CREEK BANK ; ~ ~ , , , ~i ~ ~ I 0 p i. ( ~
~ " i~ F ~
i i~i ° ~ x0 ~I i ) 9
,;i ~ I ~ 160 L.F OF 30 DIA. STEEL A
II ° CASING, 0.312 THK. WALL
v INSTALLED BY BORING
° AND JACKING 0
50 0 25 50 'OG zoo
~aN FELT
~~.h = ~r~ t;
Q
0
D
n
_ _ - - _ _ 7oa _ _ _ - o
700 - _ _ - _ - _ - - - _ - _ _ _ _ - NC W r- Vin' 73
~ F=-
Z Q
rT1
i - - - _ 690
690 _ _ _ _ _ - - - - _ _ _ r ,
~ 1
M W; S ~ + ~ ~ ~ W 4
O M f'~ , ~ Q OQ 0 o°ao~
N ~ h N Oa ~ O+ O W W cdY N + p V ~ 'h ~ N1 , f- - _ _ - _
QQ _ fp-u- _ _ _ _ _ _ 680... _ _ ~ _ _ n _ - o ` - - _ - _ d~ ttpp t0 1 W ~p (9 W ~3
Mpp I W co Z 1 J ip JZ QQ J J Z F- ~ ~ i 1 OOI~ x~, I~w W
= F ~ 1 1 a ~ < z ~
1- a z , ~ ~ ~?-~W ! ~_y Q ~ r t.
~ ~ ~ 3 - - - - - - - - - - - - - - - - 670
O - 670 - _ ~ _ _ _ _ ~ _ _ - - ~fi0 C:F OF 30" "D : S EEL _ - L _ _ - '
- - CASING, 0.312 THK. WALL
- - - - - - _ INSTALLED BY BORING r -----E-5 ._ir.--- - U r` f-
AND JACKING / O I Q
i it INVERT " , 1 T INV. OUT VERT " 1, LAVER N-658.77, 15 0 PVC 0.22X
INV. OU_ -INVERT_ _ _ _ _ _ _ _ INV. OUT ~..~7,53 _ 15 0 D.I.. x_0.22% _ , ~ O INVERT _ _ „ - - - 2~ _ IN-657,96. _ _ _ 15" PVC 0.22X 658.72 _ _ 660
660 ~ IN-656.0 - _ - - 1 „ 0 PVC ®0,22 656,75 IN-656.80 15 ~ PVC 0 0. 1- 5
_ _ - INV. OUT NV, OUT ~ _ - -
- ' - _ 657.91 i INV. OUT - _
= 656.03 _ _
DATUM ELE'V - _
650.00 33+00 34+00 35+00 36+00 37+00 38+0 + 41+0 42+00 43+00 44+00 45+00 38+00 39+00 40 00 0
30+00 31+00 32+00
50'
HORIZONTAL: 1" = 50' VERTICAL: 1" = 10' 10'
DATE
nr~ i?c+in?~~ ADDII 1 7 1 naS2
ME vlalvlvJ 0111-11111, 11
REV. NO. DESCRIPTION DATE
1 L >r~,SSI Q~ - IMITS OF DISTURBED AREA NOTED 5/15/98 LINCOLN COUNTY KILLIAN CREEK GRAVITY SEWER - LINE B ~ PROJECT NO. JJy
2 ADDED SILT FENCE AT CREEK CROSSINGS 5/27/98 _ SEAL
20622 SEWER LINE' 9707
STA. 30+00 TO STA. 45+00
~ FkGI E.~~ LINCOINTON, NC 28092 G 0\ P
PUB C WORKS 115 NEST MAIN STREET o 7EAST UNCOLN 04-736-8497 ~~,,~1111111~~, NCOLN COUNTY WATER do SEWER DISTRICT SHEET 4 of i ~

is _
i
\
v 0 ^1
WATER LINE ELEV. = 661.66 'rV^ W
o Z ~ x
NC GRID N ~~0 v; ~ E ~ Z
-Z ~
V-NAD 83 - ~ ~ x ELE X ~ ~ 6~Q-- CHMARK ELEV. 674.3 - . _ _ _ _
o ~ NA11. ET fN 20 P L Q
y 2 ~ / r' WA?Er ~ ~ b 7p 1 ~ ~ H
N EpGE 0 6 ~n~ A CREEK ~------k---------- + - ~ --w ----~1
~ K~~L'- 5 +00 54+ 0 s~ i p + + 0~ 56+00 5~+ 0 58+~0CL,-' 59+00 54+ 0 0 55 0 6~
y Z ' ~ Zk Q v? ~ 5 ~ Zo F io M M ~ ~ ` goo PROPOSEDpSEWER LINE 8 \ ~ m
i ~ _ / ~ o ~FN
6 70 Z _ - ~Q W 5~ + N00't~ 00 E - ,8~ i ~
i ~
tNSTALI SILT FENCE r ~QO i' ~ N„~ ' .a
50 CONTRACTOR SHALL REPLACE AT TOP OF CREEK BANK ' , , ' ~ ~ y tEPLACE ~ p" ~ , ~
ON EACH SIDE i'" ~ ~ FENCE REMOVED ~ DAMAGED DAMAGED ~ ~ N ~ Li-1 O
~ ~ i'' Z p DURING CONSTRUCTION ~ i 4 / 9}0 0 Z 2
. ~ " ~ Z ~ ~ 1 ~ BENCHMARK ELEV. 6 2.8 Z,, to - ~ J
m ~ NAIL SET IN 34 1 R BIRCH i p0 21 • . i ~ ~ N C~ ~ 4 O k
TYPE A STREAM CROSS NG . 2 5 ~ ` Z to r` j
WITH (1) 36 ~ PIPE ~ N W .,.1
i ~ , ~ O \ ~
` .
s r+~ i 9 ~ X00 '
46 2 ~ ,i } Z O
O~ r r 2
so ~ ~
~ ` ~
/ 1 ~ r , r ,,b
~ / ' ~ ~ •0 ' ~ - Q
CONTRACTOR SHALL PLACE RIP RAP so o zs x ioo
~ y IN DISTURBED AREAS OF THE CREEK,
~ ~ d50=6", 12" THK, ~ ti
~ >-EET )
'~s
~ Z ~ 1f Q
k
A
O
- O
O
D W
--.I
C) L~
0
r Q
Z I_ V I
r~ V
o w ~ > M Ot O
° ~ > ~ o O Q pOp O0 cb~OV tAp(~O t f~ .N
InN~~
680. Q~ _ _ - W ~ _ _ _ _ r ~ 680
J Z ~ ~ Z ~ I Z f.. o ~ F ~
00 ~ p~ ~ ~ 00 I W -1 I w ~ = 1- ~ 4 Z ~ Z Q ~ F- i a~~~f ! , ~~a~4
a~ ~~.~Wa a~_a ~_a
(n ~ ~ ~&>3 X00 YEAR FLOOD...ELEVATION ~~3 , , r-
EXIS?INS vRr:~ F , _ , . , 6
670 - - - - - - - _ _ - - - _ - _ - - - _ _ a , _ ~ ; ~
. ENCASE SEWER LINE IN ~ „ ~
~ CONCRETE 6" ALL AROUND Z AT CREEK CROSSING ~ " . i f , „ i '15" ~ PVC 0.2
~ >E~ a PVCIA 0.22X 5 ~ PVC 0 a22~ t5 0 PVC's 0.22X ,x
~ , _ _ _ _ _ _ ----INV. {~--i1~i+E12T- -
6fi0 _ lNV. OUT 15 ~ PVC'0 0.227 INV. OUT INVERT ~ , 60 L.F. 15 ~ 0.1. ®0,22% 6.60.38 IN-660 4 661,21 IN-661.26 _ _ ~Q ~ _ ~
659.55 r ~ 3 - -6 ~ ~ ~ . 1 ~ ~ T ~ ~ , .
Q_
= _ _ - _ ~ . _ '1 _ _ W ~ ~ '
DATUa! ELEV ' r
650.00 - - - -
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+00 54+00 55+00 ~ 56+00 57+00 58+00 59+00 60+00
HORIZONTAL: 1" = 50'
VERTICAL: 1" = t0'
RE1(ISIpNS A? Q E
. eDCtl 17 1 BOA
REV. N0. DESCRIPTION DATE t,
KI EEb 9 t LIMITS OF DISTURBED AREA NOTED 5/15/98 KILLIAN GKLLK GRAVITY SEWER -LINE B
2 ADDED SILT FENCE AND CREEK CROSSINGS 5 ~7 98 Q
/ SEAL - I 10612
SEWER LINE 'a°"`T 9707 STA. 45+00 TO STA. 60+00
LINCOLNTON, NC 28092
PUB C WORKS 115 HEST MAIN STREET ~ SHEET COUNTY WATER & SEWER DISTRICT 5 of ii
704 738 8497 rrnum00 4

. \
+ . I
~ '
, r
y
NC GRID
83 ,NAD WA R ELEV. _ .665.34 .34
Z ~Ev E
Kll~iq,ti~ ~
r REEx e0ce of , _ _ w d TER
F- - Z / r 6 ~0 AT R L = 6651 _ _
W ~ ~ i _6 ~ , , 6>
W ~ -
W J / W / / ~ O
~ BENCHMARK E 77.20
C7 Q o W ~ NAIL SE 12 SOUR WOOD I ~z 0k0 ~ N
~ ~ A
z ~ ~ ~ p pRE f W - _ 6 - T~R9~-- 00 00 D 0 ~ ~M1
_ -Z---`- ~ z - _ - - , ~ ~ - 6g~' ~ 0 '~T of ~ ~ ' ~ Ws ~ ~ _ ~
_ 670 ~ o , ~ U 6~ _ - ~ i- ' o ~ ~
OF DI o i Q STAR INE 1, ~ 24 „ 4 - ~ v ~ O1 y a-_
S _ AREq N 6~ , , ~ ~ SEVV ~ O
- + 6 PO p - S p - ~g ~ 9~ ~ ~ ~ \ REA Z ~ _ ~
- CONTRACTOR SHAH PLACE RIP RAP , _ R ` i O pR +00 ~ _ ~ ~ IN DISTURBED AREAS OF THE CRS - Q ~ , ~ _ - F piS UR M ,1 Jj ~ . ~ ~0 Q
~ e ~o ~ , ! AND DITCHES WITH d50=~ t2" THK.6 ~ . AIM !gt ~ ~ >4s ' ~ ,
83+ N ~ AR ~ rnz
1 - _ ~ ~ c E 5+ , 6 ~ q
~ + •10:5 T 7 4 3. I N ~ W '
z? ' - - ? 40 ' q raj -i E - - v ~ x Z - 3 H ~ 53,E ~ ~ ~ ~ / 6~ ~
4 t tic ~6 ~ S O OF pI . _ L ~ _ ` ~ F SrOR ~ ~ ~ ~D + QD I ! fir` ~ . 0~
~ y BEp AR ' ~ INST -sI~ENCE - ~ : ~ < r EA ~
~ Q~ ~5~~ 4+ - TOP OF CREEK BANK Q ~ e ~ O i -Q9 - ~ N F ~ ~ .c ~
~ ON EACH SIDE ~n C/ F a ~ o y F 9 / ~ b A ~ e
, ~ o 9 ~0 9 N n a ~ ~ \ N e/ w ti N >
~ TYPE A STREAM CROSSING '9 ~Q N W, .s y ~ ~ O > WITH 1 42" ~ PIPE 'S' ~y ~ nn~
~ 6' J
to ffX O ,fir ~ cr! VJ, x
~ r O 9 y ~ r , tV
S ~ ~ ~O
~P
+9 5
' p, N
N k
O D
se o ?s so ,oo O
i O
D ~ I iN =qtr
~ 1 Inch = f'.
2
Z
r O
Z
Q
o ~ ~ o ~ ~
690 _ _ _ - ~ _ _ _ _ - ~ ~ _ _ o- W - - -
W ~ ~ N ~ r > ~ ~p ~ O t ~p (y~ N + N i N . ? N1 F-
~ O tr}pUr o +oU i I
00 + OO U r- ~ r0 N r ~ H W tr0~ J~~~ ..r Y p O f"
O ~~'icro cow= ~rI W c0~ J ZtO-U' ~ OO QI~ =F I~ ~ ~
~ZtDi:- ~Z ~ ~ 00 ~ a ~ ~ a ~_.---r-----_--- Q . - _ _ _ _ _ _ - - - _ - fi - . - 80 - N
680 _ - __o_ _ _ _ _ 4QtW~- - _ _ ~w zQ '-z QQ~a ~ rn ~
a ~ ~ Q a ~ ~ a W 100 YEAR FL000 .ELEVATION ~ ~ -
3 EXI,TI GRADE NG tXi,T~NG ,RASE _ _ _ _ - - -
, I ~ Z i '
~ ~ J 670
670 - - _ _ _ - - - _ - _ _ - ' _ _ _ _ _ _ _ _ . _ . _ - -+I~tvER~- J IN-666.01 r~E-~-+~tvER+- _ _ r - ~ ~ 15° o Pvc a o.~6x sss.o a ~ o Pvc ~ ~ o.l sx
• 15"OPVC®0.22r 15 OPVC®0.16x
~ 15 ~ PVG 0 0.22 tNV~ OUT 81VERT ~
INV, OUT `INVERT 'RT ~ INy~.OUT INVERT ~ - ~ ~79 IN-6(69.84 Q 886.21 IN '685.32
INV.' OU INVERT INV. OUT INVERT , 663.97 IN!-664.02 664.69 IN-664.74 - C~ - _ 663.15.. _ II~1-663.2Q- _ - 664.74 ~ ~
O _ . - _ _ _ 660 - . _ _ - _ - - - - - 660 ~ j i
_ - - - - . , ~ Gi r+-1 - eE ~1 _ ~ .i. ~ f -
} , tt ;.fir, I ~ ~1 _ ~ - -
r_, _ ~ - ~ _ _ y _
T V DA UM ELE
_ _ _ - -
650.00 _ _ _ 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00
.
HORIZONTAL; 1" = 50'
VERTICAL: 1" = 10'
REVISIONS bAtE
REV. NO. DESCRIPTION DATE (4',11-1
EESS4 K11 1 LIMITS OF DISTURBED AREA NOTED 5/15/98 KILLIAN CREEK APR` ,yyb
NCOI-N-- COUNTY 2 ADDED SILT FENCE AND CREEK CROSSING 5/27/981 _ SEAL
2W22 SEWER LINE GRAVITY SEWER - LINE B PROJECT NO.
115 'NEST MAIN STREET o FHC 9707 STA. 60+00 TO STA. 75+00
I dNCQLNTQN, NC 28092 , PUB C WORKS ~
EAST LINCOLN C( 704 736 8497 r..??? ICOLN COUNTY WATER do SEWER DISTRICT SHEET 6 of li

J
A
NC GRID
a3
-1 p,D ~Ev E z
w
z ~ w N z Q
w w
w z ~ ~
Q w Q ° i \ O w V 1 r
Z ~ , ~ ~
Z INSTALL SILT FENCE Z t,1 KiLUAN CREEK E O ENCE Z ~ ~0
- ~ AT TOP OF CREEK BANK Q EEK BANK - _ - ~ _ _
g ~ - ON EACH SIDE ~
~ WATER ELEV. = 669.17 BENC MARK ELEV. 679.E / w a / w Z a o
~ BENCHMARK ELEV. 679.99' ~ !~A SFT-iN 24 POPLAR ~ - ~ ' - _ -
~ NAIL SET IN 24 POPLAR ~ - ,y - _ _ _ _ - _ _ ~ A ~ / ~ _ - N 65 ~ ' ~ iNSTALI SILT FENCE ALONG i,'- - - - - - - - - - _ + EDGE OF DISTURBED AR A 6
Eo ~ - 84-r• 84+ ~~5_< E _ _ - 0 - _ _ _ LIMIT OF DISTURBED AR m z
~ - u?~IT~ - - + 00 , / INSTALL SILT FENCE ALONG _ - 82 ~ - 85+00 EA - 86+00 - _ _ PROPOSED SEWER I " " ~ 88+00 - - \ ~
/ ~ + ~ ~ ~ EDGE OF DISTURBED AREA ~ ~ LNE B g
S _W ~ , N11' 0 0021 E - 7 1
- ~ o
- ~ ~ ~ B~ _ ~ TYPE "A" STREAM 1 - ' - - CONTRACTOR SHALL Pj4GFRIP RAP ~ "A" STREAM CROSSING ~ 6 -
\~lM~J' ~ ' ' - ~ T Z' WITH 1 36" 0 PIF . , qc ' , i ~ IN DISTURBED- kltE7f5` OF THE CREEK, ~ ) ,1) 36 ~ PIPE LIMIT OF DI T ~ ~ N SURGED AREA - - b99_ _ _ - ~ ~ ~ ~
_ TURB ~ _ _ db6~6 , 12 THK. Z 0 ~ ~ ~ ~ ~ ~
~ ~ ~ i Z 6g
Z O ~ OZ W
424 - N Ol` +0~ ~ ~ 17 / _ - aEA N k E , , a~ g0 i ED A ~ - - - N r _Z.
~ ~ 6 ~ _ _ 01SjUR8 ~ m y 589 ~ ~ ~ ~ J
c~ .63 ~ U , _ - ,rl~z of ~ , .2~. MJT \ _ _ Z , OF pi Z 0 ~Ne k >J ~
STUR ~ - - O ~ ~ _
0 gREq ~ ~r? J U
~ ~ F-
~i N ~ y ~ ~ Q
.L ~ O
~ s~ - N N oti o ~ o
0 ~ ~ 5" s„
~ ~ k - -
~ ~
'c4 ~N F_E' ,
~ -h = 5~
0
0
D
C~ , 0
Z rn
r z
z O ~ ~ ~ w
~t o W ~ > ~ oo F-
~ ~ ° > ~ o mp ry~ Q
Oi p N +O~U N N +o m~; ~ _ _ ~ ~ - - - - _ - _ _ - - _ _ _ _ (1') 690
690 gin" ~o+~~~ - _ _ _ ~ Ncp~~ wnr~~ W oor~ Wz~p
JZ`° I~ o0 JZ~h-
JZ~~ I ~ 2h- 2 w K Z~ - ZQ ~ H~ a
I~ I~ ZZ,Q Z+' Q~ F W 4F-~wQ Q~~Q 2w~~'3 i i
~ ~ ~ Q ~ ~ ~ > 3 100 YEAR FLOOD ELEVATION ~ r - . i. _ _ -vim-- _ - _ _ _ 80
680 . - _ _ _ - - _ _ _ - .lLL...-.. _ _ _ ~xs x~ cRAOt 6 _ 1
~ ~ 7
. A--- - ~ i i r 1
o " f Z 15"~PVC00.16X' ~ ' 15 OPVC`~0.1 i
_ _ z- - ---r-- _ _ _ - - - _ - - _ 670- _ _ - " 15" 0 PVC 0 0.169 _ _ ~5„ ~ PVC 0 0.16X - _ _ - _ - _ _ - - ~o r,
15 ~ PVC 0 0.16X . ~ i 1 ~ INV. 4UT ` INVERT ~ _
_ INV. OUT INV. OUT INVERT INV. OUT INVERT 667.39 ` i .i.- INV. OUT INVERT ~ ~ 668fl7 IN-668.12 i I V
666.31 IN-666.36 ~ 666.85 IN-666.90 667.39 IN-667.44 i ~ I I ~ j
O , i Q
660 - _ . _ _ - 60 ' ~ 6
' C~ C i y-

- ~ - . f !
j - - - - t
V _ DATUM ELE _ _ _
650.00 7 + 8 81+00 82+00 83 75+00 76+00 77+00 78+00 9 00 0+00 84+ 85+04 86+00 $7+00 88+00 8 +00 +00 83+04 04 9 90
HORIZONTAL: 1" = 50' VERTICAL: 1" = 10' 50' 10'
R VISIONS a+uui, DATE
~ ~ ~ ~ ~ nn~~~ - APRIL 17. 1998
REV. NO. DESCRIPTION DATE
ESSfp N LIMITS OF DISTURBED AREA NOTED 5/15/* f KILLIAN t;KttK GRAVITY SEWER' - LIME B .
Nlq*"LN COUNTY -
2 ADDED SILT FENCE AND CREEK CROSSING 5/27/* SEAL " SEWER UNE PROJECT NO. 9707
115 WEST MAIN STREET : o STA, 75+00 To 'STA. 90+00
PUB LINCOLNTOH NC 28092 EAST UNC01 T LINCOLN COUNTY WATER $MR DIS~tICTt SHEET 7 of ~ i
704-736-8497