WQ0032877_Sewer Extension Permit Status Update_20191226

Public Works Director/City Engineer 704 878-3551
4 CITY of ��
g Assistant Public Works Director 704 878-3567
tat e�� Assistant City Engineer 704 878-3552
Engineering Tech 704 878-3563
Office Manager 704 878-3562
PUBLIC WORKS Garage Superintendent 704 878-3420
Sanitation Superintendent 704 878-3415
Street Superintendent 704 878-3414
P.O. Box 1111,Statesville, NC 28687-1111 Water/Sewer Mtn Superintendent 704 878-3417
26 Dec 2019
North Carolina Department of Environmental Quality RECEIVED
PERCS Unit JAN 0 6 2020
Attn: Mr. Nyle Hothem NCDEQIDWR/NPDES
1617 Mail Service Center
Raleigh NC 27699-1617
Subject: Sewer Extension Permit Status Update ICO WQ0032877
Reference: Ltr NC DEQ(Gore)/COS (Smith), Subj: Engineering Certification Requested, City of
Statesville, Iredell County, 9 Aug 19
Enclosures: (1) FTEC, Fourth Creek Village, WQ0032877 (15 Apr 08) dtd 21 Jan 09
(2) As-built dwg dtd 12 Jan 09
Dear Mr. Hothem:
Please find enclosed the subject FTEC certificate per the above referenced request for
information. Enclosure (2) is the as-built drawing. Point of contact is the undersigned at phone
[phone] or email [e-mail].
Sincerely,
Ap,___._.--.L1--------„
William E. Vaughan, PE
Public Utilities Director

Fast Track Engineering Certification
Permit No.W00032877
April 15,2008
Owner/WQCS/WWTP PE
Robert W. Hites, City Manager Todd J. Poteet
City of Statesville West Consultants, PLLC
PO Box 1111 405 South Sterling Street
Statesville, NC 28687 Statesville, NC 28655
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings(plan&profile views of sewer lines)of the wastewater collection
system extension
• Supporting design calculations(selected pumps.system curve,operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
[] Partial Final
//pD ,,,), 1 r ' 1" , as a duly registered Professional Engineer in the State of North Carolina, having been
_,jthorized to observe(�periodically, ❑weekly, D full time)the construction of Fourth Creek Viilage, an Iredell
County project for the ermittee, hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance of
this permit; 15A NCAC 2T;the Division of Water Quality's(Division)Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable;and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
•
fj
SEND THIS FORM & SUPPORTING DOCUMENTATION
� ¢• �v WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
• (C) 0. SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
• MOORESVILLE NC 28115
• �f$f tip
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions

North Carolina Department of Environmental Quality
Division of Water Resources
Permit Number: WQ0032877 Version: 1.0 Issued Date: 4/15/2008
Permit Type: Gravity Sewer Extension,Pump Stations.&Pressure Sewer Extensions
Facility Name: Fourth Creek Village
Facility County: Iredel I Latitude: Longitude:
Facility Region: Mooresville
Owner Information Details:
Submit a Permit Ownership/Name Change form to DWR to make any changes to this Owner information.
Note that the owner is the legally responsible entity. (Click Here for"Permit Ownership/Name Change"Form)
Owner Name: City of Statesville
Owner Affiliation: Ron Smith Title:
Addressl: PO Box 1111
Address2:
City,State&Zip: Statesville,NC 28687-1111
Work Phone: [phone] Fax:
Email Address: rsmith( statesvillenc.net
Permit Engineer/Environmental Consultant
Name Organization Name Phone Email
Todd Poteet West Consultants PLLC 828-433-5661
Permit Events
event Description Date Comment
Final Engineer Certification Received 2/20/2008
Permit issued 4/15/2008
Permit Comments(including all prior versions)
Date Comment Text Version
4/15/2008 1198 feet of 8 inch gravity 1.00
4/15/2008 8 houses x 2 bed plus 8 homes x 3 bed x 120 gpd/bed=4800 gpd 1.00
NOTE: Receipt of an Engineering Certification(Partial and/or Final)is required prior to operation of the facility.

1
NOTES:
LEGEND NOW OR FORMERLY t
� 1. ALL TEMPORARY DIVERSIONS SNAIL BE LINED .2.-.'
-EXISTING INDEX CONTOUR HABITAT FOR HUMANITY WITH NORTH AMERICAN GREEN LINER C125 0
2. ALL SLOPES GREATER THAN 6'IN HEIGHT
1873-1750 �� SHALL BE MATTED WITH NORTH AMERICAN GREEN �s p m
-- EXISTING INTERMEDIATE CONTOUR h
PROPOSED INDEX CONTOUR AREA = 0.377 +/-AC LINER S75 OR APPROVED EQUAL. q0 ti p
PROPOSED INTERMEDIATE CONTOUR \ 3. DO NOT BLOCK OR PLACE SILT FENCE AT THE yy u m
INLET OR OUTLET OF ANY STORM DRAW PIPE y
TEMPORARY TRAP CONTOUR 4. THE SILT FENCE ON LOT II SHALL REMAIN IN ��
PLACE AFTER THE TRAP IS REMOVED AND THE 2n 'la
SILT FENCE
DISTURBANCE ® THE SILT JFENCE MAY BE REMOSHED GRADING VED.R
LOT IS STABILIZED ' :om
5. IF THERE IS FLOW IN THE BRANCH DURING THE w, v-$m
TDD TEMPORARY DIVERSION DITCH INSTALLATION OF SD-10, THEN THE FLOW SHALL BE
PROPOSED PROPERTY LINE ...---/
BLOCKED WITH SAND BAGS AND PUMPED AROUND p� �,
- - -BUILDING SETBACK LINE ./ //INGOT
THE CONSTRUCTION AREA. p
/ �Z
BAFFLE / ' 50'STREAM BUFFER H
Z
1 TEMPORARY SEDIMENT TRAP / / / ENTERED OVER CREEK N
C.r`. RIP RAP APRON / / \' - - 0�4 � Z
HARDWARE
I46 ) GRAVEL INLETLOTH AND /PROTECTION / / /X �l(.l------
/ -� -T-
I..� ,,',, R/W FENCE 3 O
(.:.: STONE OUTLET NOW OR FORMERLY - / / l / --� -7 ( ya `w�a„\ (WOVEN WIRE)
----CENTERLINE OF STREAM UNITED STATES POSTAL SERVICE / / / 1-/ 5�l"
--- - - - CENTERLINE OF ROAD 796-319 - / _Kt- I - •
,.,, _ 1
auu,
/I e r..-- visgie.....!4,:;;;,/r :,,,'4\t
/ LIMITS OF DISTURBANCEAlt 1 I/ / pr t 8
jIlialrf, -.' 11\1IN\\,,,\% / \\ p11H
.,: ii
Its:r
J
/// fr .=
„,
___ ,, , .
HARDWARE CLOTH AND GRAVEL INLET i/ igI/IMMIW II® ay D 1' ___Wile \-1 sN3"
PROTECTION(TYPICAL EACH CB i. ■" I S '/SD-B�� s •' ,1� -I _ m:1,,,, Z
i I i Agi
AND YARD INLET) — ��.��-�����IIAf..,.�; IIIllik, lc��� ? .j `-��--Ell ' _ _ \%2
411'
:1,,
t - RETC WALL ��� f�� �� ... _�� `� �t�\.� 4 z
\ ttr. 4)
o
— .96x. 1 1 :: ', 14/ , ,lili,f,' I n 1 ., .
. _ / /0"/„,„,„0, -_ \ , \
„.,003 ), ...,,,,,,, , ,,,..%Allik • : • ..- \ 0-
........- - -------- ..... -. , ... \ / , , . .1.-4'''' , \,,,- i . io: \
.--, I ' ,,rv..,' ,.._ . ,/ ,,,,, =__, ,I,:4., ./'° ) / —;/,
1 \ ,� '' ��� ^ \.\/ ) .; TST 9 I r /' , / 1 1 I I I 1 S $i a
t 1 1 I / / I I I .m m
O 1 I 1 / �� �.. TEMPORARY TRAP W ..
1 I \ i CONTOURS(TYPICAL) I l l I l l I l I I I I I I I s o s `3
t _ ' / = > \ �i / ✓. M DEATON PROPERTY I I I I I I
\Y7-I I sa sr
\ is�_r'�`T� D-� / I- BAFFLES I ` I PLAT BOOK 1, PACE 73 / I 2g 2B
1�1 y= _` B- (TYPICAL ALL TST s)
�,�� � // / 4 l l l I J. Al. DEATONf z
'IDLE i� J- / U l_ • a / / I I I I I I I27 I26 I Plat Book 1,
Y �-a. ;�y� �l� NOW OR FORMERLY 53 54 55 /56 57 SB 59 I I 1 1 ¢w
DOMES - - _ �4 ��. DEATON BROTHERS • I I I I w g oc=
ARNIN 1 -c-- Y �.) \
�''- '11061'. � _ - 77B-IB$ TR. 1� I I I I I I 25 z J 0 -
}{ Q r4 IL>
-1 L+ P-3 - - �- _ 7_ 1 1 1 1 I24 I23 I22 121 a H z
11 OjVST r - T T-e �. SILT F FENCE / / I l I l l z W 0
0 w c�
1 I 1 ♦ - i.... STONE WEIR OUTLET >x x w
i 1 1 '♦^ (TYPICAL ALL TST"s) co m cc
O¢o w
11 ` CRAP APR / I 69E-302 y 0 H H
1 i (TYPICAL) Beck Ref 642-607, Tr. 2 w
a.
1 t\ �S 1 1 TE- INATE CU1 AND r cc
a
-
-CUTTER AT EXISTING / STONE OUTLET
16' 1 GRAVEL DRIVE USING/ / (TYPICAL)
A TAPER. 1 SHEET
604 �/ FOR SD2 AND SD3 - .70X3 4:■■■■0 40 60 AS - BUILT g j /Now or Formerly J f11777
J / 8e1 B9E-302 JANUARY 12 , 2009 2 OF 8
Leonard P. Morrison, Jr
$e�k/ GRAPHIC SCALE - FEET
1"=40'

, n a
so
,GG110 01 10' F ye14
h
4 V mN
0.4a,ER 0R < n 2 1Oi
Ion
I ' i
ICHURCH 0, ROD v
STREET / a --- -
R PP k'
121
STREET tn n
WOOD
i).§ IA
W
VICINITY MAP - NOT TO SCALE Z
5'UISI7IS'ION PLAN FSR 8
FS) U/ 'TH CREEK 7ILLA GE � . g
4.e(1`
P/!OPER TY OF HA IITA T FOR HUMA ITY
0
w
J 1
Z l.
fREEEL L CO UNTY NC N „...
5
NOTES:
1. OWNER OF RECORD: CONSTRUCTION SEOUENCE AND MAINTENANCE PLAIN .. .oi
oi
HABITAT FOR HUMANITY OF IREDELL COUNTY, INC. CATCH BASIN SCHEDULE STORM DRAIN SCHEDULE s§W 11
1382-A SHELTON AVE. 0 R
STATESVILLE, NC 28677 LENGTH 512E MINIMUM S.orE s`>w -
2. PROPERTY IS LOCATED IN THE STATESVILLE CITY LIMITS. A.Construction Sequence: NO. (FT) IINI coy ER IMIN., 5(1I s i
3. TOTAL ACREAGE IN TRACT=9.45 ACRES. TOP INI62TN RWERTOur e `c g
4. TOTAL DISTURBANCE AREA-5.4 ACRES. I.Place gravel construction entrance. ND. TYPE ELEV. E EV. E EV. Sal 28 II 2 i 00% '
5. SURVEY INFORMATION FROM STEVEN D. POPE AND ASSOCIATES. 2.Construct temporary sediment traps,diversions and install silt fence. `At YARD INLET78mm54) /4.g4
6. DEED REFERENCE IS DB 1873 PO 1750. J 562 20 IN6 2 1.ar4
7. THE EARTHWORK SHALL BE BALANCED ON SITE. 3.Grade lots and roads installing storm drain pipes and structures CB2 FRAME.GRATE AND M000 75.30 72 90 72 70 SD-3 t00 i8 2 1.00'4 I-
8. ALL CLEARING DEBRIS SHALL BE DISPOSED OF simultaneously.Lots 5 and I I. 1.00% --,
4.Line diversions and slopes CB3 FRAMES,GRATE AND HOOD ]5.]0 72.50 72.30 SD4 20 18 2
IN ACCORDANCE WITH ALL STATE AND LOCAL pas with erosion control matting as they are
SD-5 40 18 2 1.00% Z
GEM FRAME, AND HOOD 78.80 - 5.01) Q
ORDINANCES. constructed. ��7..,,..y.,. _
9. ASSUMED SOIL CLASS B. 5.Fertilize,seed,and mulch all disturbed areas within 15 days following CB5 FRANC GRATE AND H000 78 80 C7MITA) litho .415 SD-7 76 18 2 1SO6 20 II 2 .00% O U=U
10. ANY EXISTING STRUCTURES SHALL BE REMOVED FROM THE completion of construction or development. CBE FRAME.GRATE AND H000 6860 - _ 6540 SD-8 20 to C1.5) 1.0014 u
PROPERTY. 6.After all areas are stabilized,a request shall be.submitted to NCDENR CAT FRAME,GRATE AND H000 68.80 65.00 64.80 SD-9 42 18 2"' 1.OD"f Z J O?11. PROPERTY IS ZONED AS RSM. Land Quality Section to convert temporary sediment traps 2 and 3 CBS FRM1.GRATE AND HOOD 60.20 Q '-"tl 5-12. THIS PROPERTY IS NOT WITHIN THE 100-YEAR FLOOD - SD10 100 4a 4 1.00%
into rip rap aprons and remove all other sediment traps.
PLAIN MID IS THEREFORE IN ZONE X. 7.Finish din Lots 5 and 11 after temporary sediment traps been CB9 FRAME.GRATE AND HOOD 80 20 f 57` 00 3 �.r, a'H z
13. A PRECONSTRUCTION MEETING SHALL BE HELD ON SITE WITH THE grading p t� NOTE: ALL STORM DRAIN PIPE SHALL BE REINFORCED Z w H O
OWNER, CONTRACTOR, CITY AND NCDENR, MOORESVILLE REGIONAL removed.
CONCRETE THAT MEETS AASHTO M170 OR 0 w Fti U
OFFICE (704-663-1699), PRIOR TO STARTING ANY EARTHWORK. CORRUGATED STEEL THAT MEETS AASHTO 036 LO U<J
14. ALL CUT AND FILL SLOPES GREATER THAN 6' IN HEIGHT AS PER THE CITY OF STATESVILLE STREET =J
SHALL BE COVERED WITH NORTH AMERICAN GREEN LINER TEMPORARY SECSENTTRAPSQ®t_E CONSTRUCTION SPECIFICATIONS AND DETAILS >= uJ
S 75 STAPLE PATTERN B OR APPROVED EQUAL.
MDOLE SECTION 832. F-,1-
O M 0 W
15. A COPY OF THIS PLAN SHALL BE OVAL ON SITE. B.Maintenance plan; ENEM5GT tiff ZONE CELL(5) OtrREfZOE m 0>- ¢
IN. THE EROSION CONTROL PLAN APPROVAL CERTIFICATE SHALL BE NO DEPTH WIDTH LD4091 LB4270 A B C
DISPLAYED ON SITE. 1.Inspect all erosion control devices weekly and after each run-off (FEET) (FEET) (FEET) (FEET) (FEET) (FEED (FEED ccc
17. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN tL
producing rainfall event.
ACCORDANCE WITH THE CURRENT NC EROSION AND SEDIMENT a
CONTROL PLANNING AND DESIGN MANUAL. 2.Remove accumulated sediment from traps when half-full and repair or O
• TBT-1 3.5 168 37.2 4.0 13.0 a.3 5.6 0
replace rip-rap which has been displacai or contaminated. cc
3.After vegetation has been established,check for any bare spots and 1474 3.5 18,I 36.7 AO fie DI 6.5
rested. TST-3 3.5 22.8 On4.0 18.0 11.4 MB
4.When vegetation is well established,a request shall be submitted to 1ST-4 3.5 12 5 24.0 4.0 8.7 8.2 3.7
TST-5 35 25.2 50.4 5.0 17.8 12.N 78 S H E E T
NCDENR Land Quality Section to remove all silt fence and TB1H3 3.5 247 49.4 4.0 17.3 12.4 7.4 AS - B U I LT
temporary sediment traps and grade those areas smooth and reseed. TST-7 3.5 21.8 43.5 4.0 152 10.0 6 5
TST-a 3.5 184 327 4.0 11.4 8.2 a
JANUARY 12 , 2009 1 OF

NOTES:
LEGEND NOW OR FORMERLY 1. ALL TEMPORARY DIVERSIONS SHALL BE LINED
WITH NORTH AMERICAN GREEN LINER C125 ol
- — — — -EXISTING INDEX CONTOUR HABITAT FOR HUMANITY 2. ALL SLOPES GREATER THAN 6'/N HEIGHT
--- EXISTING INTERMEDIATE CONTOUR 1B73-1750 SHALL BE MATTED WITH NORTH AMERICAN GREEN 0 44 ry
PROPOSED INDEX CONTOUR AREA = 0.377 +/- AC. LINER S75 OR APPROVED EQUAL OV h
3. DO NOT BLOCK OR PLACE SILT FENCE AT THE yy m cZi o
PROPOSED INTERMEDIATE CONTOUR INLET OR OUTLET OF ANY STORM DRAIN PIPE. h
4. THE SILT FENCE ON LOT 11 SHALL REMAIN IN �� -.cc;
TEMPORARY TRAP CONTOUR �� o n
PLACE AFTER THE TRAP IS REMOVED AND THE O a e
SILT FENCE 4 LOT IS FINISHED GRADING. AFTER LOT IS STABILIZED Fk N°n m
LIMITS OF DISTURBANCE O
THE SILT FENCE MAY BE REMOVED. Qo h
5. IF THERE IS FLOW IN THE BRANCH DURING THE �m e k
7DD TEMPORARY DIVERSION DITCH -- INSTALLATION OF SD-10, THEN THE FLOW SHALL BE p
-- - - PROPOSED PROPERTY LINE / BLOCKED WITH SAND BAGS AND PUMPED AROUND o�
THE CONSTRUCTION AREA. q c.
- - - - --BUILDING SETBACK LINE l/ �. - _
__ BAFFLE / / /l i 50'STREAM BUFFER Z
I TEMPORARY SEDIMENT TRAP / / / - - j _ CENTERED OVER CREEK J
tn, RIP RAP APRON Ai
,, W
• 3Z
HARDWARE CLOTH AND / / / //. I I I \.-/ / - \\. , R/W FENCE O
II ,C- GRAVEL INLET PROTECTION / -/
/ , \ •
�) STONE OUTLET NOW OR FORMERLY / , .T•... 1Q - (WOVEN WIRE)
--------CENTERLINE OF STREAM UNITED STATES POSTAL SERVICE , / '�, �i ^+l�- ' / f '''' �11-
/ /
-- - - CENTERLINE OF ROAD 796-319 I/ l ` / 3 _� _-I R�
/ -♦ yh i
� ,uiuq�l �0 I!// ,ik I-q- T / s• ;�� �i
LIMITS4.4 . „i --- .......„,_ 2 '' ''.e.!.44X:
k1.11-z!:":"7
OF DISTUR/1111110111111
tmi �sj� t'.'
� d,ifiriI I '� 70:41\, ; \ 4N 1'110-
rat
I j e : i ! , . - „,/,,‘N,s, it (,,,i
/ : If kV* i _ ,,,,,k_,,,,,,,_., ..
,.., .
2 4,0, , __,
._._
,-)';. - , -4--i7--- ---- --;--iir-",,i--4,14 "-..,--1--..,,„=---:-i-----7-4/1 .' MY 1 kVi I 1
Lt
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION(TYPICAL EACH CB •'& •S 7SD-B, S { I' (SI
III _
AND YARD INLET .. - — -- -
cc
- CONCRETE
ETTE f •iad f•�' -G WALL
= \ 1.--4,-�A , ,� _ z
i RI
�� \ Or/
5 -� Q% � 'i -
mig ))1'-<:"''''' i 1 IALli os. ' ' : , ' ..
' ____//
t, , — / .— -.. V.- \ � � e i ch '/ S�
y 1 a , // \.\� .. . rsr-3`lik / / / + / I I I I I I =w g
pl; �� epo
\ �� / %.>,. _\ / -�{ TEMPORARY TRIP I l l l l l l I I I I I I I g5� a i3#
1 - I � J / '. -.1
♦ CONTOURS(TYPICAL) / N J M DEATON PROPERTY l l
1 \,>, �� D�� > , 1 60 61 i I ► i l l l r
; �� v!/ j/-: - BAFFLES PLAT BOOK 1, PACE 73 / / 29 2B F-
1 -- B- y
= (TYPICAL ALL rsrs) / / 2 / / I I ✓ M. DEATON I
"IBLE 1 -f .. � •�� / / 4 J I I I / / I I27 I26 I Plel Book 1, g
,� 1 *.a�.B � �-- / . e- NOW OR FORMERLY/ / 53 /54 /55 /56 57 5B 59 I 1 1 1 o 0=U
DOMES - 1 DEATON BROTHERS - I I I I I LL Q¢z
4RNIN 1 ' i. -�� �,� �y / / / I I I I85 J
-1 :-1 0 , - i.., } 1 I 1 124 23 22 21 a>H z
- r\ OEMP-QRARY '-t SILT FENCE / / I I / / / z w H o
1 1 1 GRAVEL— y®� (TYPICAL) 1 1 1
1 I 1 CONS CO2 w=-J
1 1 ENTRANCE �.: ..v¢�
I 1'- - ..-„,,,4 STONE WEIR OUTLET x
_I.
; ,'1 „ '_ - 'r i/ I (TYPICAL ALL TST"s) o O>CC
1 89E-302 N U.
1 1`.. / RAP 1•( �N Beck Ref. 642-607, Tr. 2 ax
1
1\ .. o
1 TE- INATE CURB AND
-CUTTER AT EXISTING o_
‘• - GRAVEL DRIVE USING STONE OUTLET
A 'TAPER. -' (TYPICAL)
_ so7 '�i 40 0 40 80 SHEET
• g Nos or Formerly FOR SD2 AND SD3 — .70X 3 M1 Y I I AS- B U I L T
_ I geS' Leonard P. Morrison, Jr. l
.7oc 89E-302 1SCALE 0 — FEET JANUARY 12 , 2009 2 OF 8

HORIZONTAL C URVE DATA // I 1�. I/ I / / ,�� 1 e'1', i' I i /
i 1_19E LI
LENGTH=1]16] Ft _,l/ / I I I •
/ / I I /,./ 0
BEAaNG=Ne3.34'n•E //'/ / IQ\II. I i / % \ i • L -..�..� r) /, / y
CARVE Ct: //175.13 Ft _ _ _ - -. _l I �-- //.�N . - _.!_. - _ /I n �/ / / I "'�i(h(��
ARC LENGTH DIUS`124.46 Ft ) N I / I +b+2'D
CHORD LENGTH=121� Ft ..( -
CHORDBEARI4G=N83'12'35•Et XI II \ / 1� 1
/- _ ...... L
NEW 30- LNE L3: I at-
LENGTH=1352 Ft QI
CURB R GUTTER BEARNG=N42°5058'E i /.J.,p4 .. N l Fe � l % - 17. r =• N�m
PROPOSED 5' CURVE u: --/.....---.....:-:-
FI- - / - - - o / (, _ _ a�°
SIDEWALK FLAMM=270.95 Ft i
1, I \ / a
.1(\ __ CHORD BEARNG=N88°12.44.E V i 1 W\\� !•®la \
\ - RET LL - - II _ , III END,PARTNERSHIP p'AYto\ rQG_ GLNE L3: / ` i \ S��.'' \ \ 1 \ STA = f0 79.5e`-�L LENGTH=4x9°3 Ft / / I y f� \ <p4�' :A'
BEARNG=N88°34'ap•E i \ J
I / 6 Jf /..-..- _
PB�ST 8 j PT STA� +52 I, LL / �,/ �-�. 1 ` ; L_ ,\ U
-,-
I 1
po ppp
, „ „,. ,
, , ,
Church St. - _ - .� ..\. // /. _ .� i
\ / 1
v�ll � — 1\ \\ •i\ i /. /�/ / / ^\\ \ \/ / , ... /
// AI / r/Ii//7 ] IC :y- . II7 � � I I
I , „ , I I I
, \„,.,.;.,,.„,,,,
L. - -' / -8B CBS / - / / .\ / ) 1 J. Al DEATON PROPERTY I I I I I _ • '^F`
- - / ; SD-•i j / > / I PLAT BOOK 1, PAGE 73 /60 / 61 y g o Y:'
•
/ / 29 28 I ,...
PROPziaii0
LE , •��" CB / / '- / l r f / I / I I I I r 2+ ,�'"`
�':- ��-. -5/ / PT STA.�2+96.13 J 0 / I l 27 26tt11a
RAMP -2- 4. - NOW OR FORMERY- - r, -- - CB-9 ' .\ / / 53 54 /55 /56 57 56 / I-- - ///Ill
u - a / 7 : •' TR. 18' / rrrT 1
BEGIN Iu - \ \ / in off, i ti / / I 124
PARTNERSHIP WAY ?III _--- " PC'STA = 1+71.67 / h tip y;+ ktj N 40 0 40 80 Wcao. 11 04� LS CDC / / tph I I I I ISta = 0+00.00 -- aSD-9: } i, y YAM!
■■r■I 1•.
4it
1 GRAPHIC SCALE - FEET a
- k' 1"=40' z
z
__. - -_ El _ _
9
—"CUM 9 9'LEN Ili---50.OL' -_ --_ I
UJ
-_-/ -42B�- -_.. - __ -_
,NE ,,,, ...� -_-_. LU
S-sD 7 __- __ - -_-�- _ - p
_...- _
LXIS
g
_�. - - 1 b $ g _ _ .917E yp.9't .__ _ _
85
-40
___J0 At p X 1 ram *y _. . -- - g I_ [7t4�>�]:77.`�ID.f1D - ____ - � 'CVO
m
1 6. ri w 0 g
-_.
sW '
4. _75 1' ,,,a280: i76. b b
11 SD-2 `t I tit,' - a . g 4
ee
HH_OPUbAU _____-_ _ _ -_-
Q cc Ill 0
- �d-._ _. �_ _ } ra .-*.. _-_ Oaxz
--- - —� -. -_ L. SD-6 O \ _ ®1R "'-R_ �I--�- a�i 0 Y
LENTS
B8 _.-.._._ _.. I .. __._ '7/RV6',K -172 _.._ T_ _..,\\-- F4 /� .-_ - 83 a> H
27D.0! 'f-- - tl_
1 1- 2 W H O
- O W H+U
¢CO
- ..row
-- - - -- - --__. - - - -- -. a-. III sD-9 __ CO o CC
LU
—_ a
r- �\ • -- r.�YE_LENC711-el.00.._ a
0
45 i-le
-__�__ -_... _ - _ C=28..58
- SD-10 r 50
- AS- BUILT
SHEET
- _ - 45 JANUARY 12
'
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 8+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
mama 51:472 D'=a) 2009 3 of 8
86404#7lL seas D•-aa/

/ I O2 J` �
DRAINAGE AND / I ` ce, m
UTILITIES EASEMENT ,• I I \25'STREAM
x 22
TYPICAL EACH LOT : 1 • RAW FENCE
BUFFER in
NOW OR FORMERLY .•/ / \p•,7i 'j (WOVEN WIREJ b
-._______._._____ UNITED STATES POSTAL SERVICE / / l I N. ee s2p74 a
s
•
•
y m
B / I I ! /up'"\ II I A� sh o c
Lot 4 Lot 5 /
•
7.g PROPOSED 6"x2"REDUCER /' 1 I j I ! _ —_''' I ill
/ / I 20,77B SF. I 34,761 SF.
796-319
/ / ,/, Z ! � l \
/./ I j +/ I I +/— O ! I
// I I I I I I,4 I - / �° qa
PROPOSED 6'GATE VALVE //• I I • , / / 1 i a
/, j j I ! Lot 6 Lot 7 ■^u1
I / Lot 3 i I I I i � / 21,111 S.F. l IB,777 SF- / .‹.04L Z
PROPOSED 8"DIP OR VCP ./• I I j i +� I l _ +/' 20 �'• up dg �t
�/ 18,644 S.F. I I I •
SANITARY SEWER LINE 'B" // I / /7, / I I — ASS 4F \ • W
- - - - a • VI
0
-• Lot B
1 l V
L — , T�I, ®® ®:: �J I
MH I, /�Y 5 R - 31,255 +/- SF. -f-
•
NEW 30" A"� I _.r•- �L 1r _
C & GUTTER •t p YE T" ,25.17. m H 7 , AWEURf� Y i yl toe.s2' i1ss 48• O
PROPOSED 5' 4' .•B NBOfi'22"E■n,ii ��/� Fa BN B'32'58'E - - _ - _
SIDEWALK SAWS aq---- 2°R� W °W ♦ W !— 2° W `�- I--. _ _ -- _
COt ECT TO EXISTING CONCRETE 4 V - -.` - - :: - - I - - - ���./ -. - - - WtUp
4
RE UTEI�D AS QRET. WALL 4"SERVICE E -H o / 'N^ I \� \- c'� i�•..••:II�AG
i _
$ GQ STUB-OUT \ \ �. \ Lot 9 11
Aoul_ ,,zs
° ,e (TYPJ / \ Lot 12 \\ \ 27664 +/— SF Mr
Brent �� - �, PS SED 1•'IIRR\�HD}ZAIyT Lot 13 II a \\ Lot 11 ILot 10 • p,
I .: - ASSEAfBLY •I'I r 16,988 SF. > I l 15,5B9 S.F. ! \ \
-� n(1,t1.4,
- - ... °6/ / \ \ 13,B7B S.F. IR NB +/- l / i + I I 11,619 SE \ n1fINT\�
WATER SERVICE ' F �. / \ \ +/- j /A l / +/- \-
I AT z
MH L. I \ CONNEC7TON(T 79_. - - / Lot 14 \ \ �:I __.-_. -. __- L-..._. -. _ _..J �ROFd m (LAST
SDR 21 \ --
- r .— / / \ / l WATERLINE(LAST 535 LP)
- A j I Lot 2 .;� ,\ / 17,847 S.F. \ \ - I. / / \
I Lot I , \. 11,631 SF / •• ,�..• . 3 \\ \ +/- \ \ r / / // r I l
b I 12,9B1 SF. 1 l \\ +/ / //�"/ / , � \ \ Y I N N // / �•
- :II
/ I I / IIII ( j• +/- \ / ROp OSF.D6P\\\ 20"SAA7TARY S I zg 1 �� _ — — �,.,f'� PVBG-9o0 • 7r:asEMENrf I I l I I I I I I I• MATERLlNE \ \_
Ili - - n b;; -" ( / / Lot 15 \ / JMH 7 ` I. M. DEATON PROPERTY 60 61 / I I >-z F
i ✓•/ •/ 16,B5B S.F. / PLAT BOOK 1, PAGE 73 I I 28 I2B I I I IIIg a I•+
r� J
/
6"x6"x6" ` �Y�IvST_ � _�-V r NOW OR FORMERLY/^ p, I LK I I l l I I " &C I 127 I26 I Plat
■"Y.=—=6 L 1 / 53 /54 155 I56 57 SB 59 o
TEE —�r� J DEATON BROTHERS - 3 `9 C I I
��� W �' . \ \ 77B-169, TR. IF o PROPOSED B'DIP OR / I I / I / / \ 25
Y+ / VCP SANITARY SEWER _
• - /\ \ - / / LINE A" I j j 124 .23
6"GATE VALVE Lot 16 — — I— l_ l / _ _ _ — 1,----
_ >
VALVE.
19,297 SF. Lippard St. (Formerly Deacon Ave.)
6"GATE VALVE STUB I +/ bxJST111'G�. Lipperd St. (Formerly Denton Ave.) ® ;
/ Unopened $
OUT 20LF OF 6"PVC I 1
_
C-900 AND PLIz'G / •
89E-302 _ — _ 2--LL>
I Back Rel• 642-607, Tr. 2 CONTRACTOR'S NOTICE "m
I TE• INATE CU AND- /` �1 READ BEFORE BEGINNING WATERLINE CONSTRUCTION 40■■■: 40 80
„, alas
GUTTER AT EXISTING / -----
A / READ
DO NOT BEGIN CONSTRUCTION UNTIL AN-AUTHORIZATION TO I�rr��m
RAVEL DRIVE USING CONSTRUCT.HAS BEEN BELOVED FROM THE NORTH CAROLINA PUBUC GRAPHIC SCALE — FEET I-
5'Ti1PER. WATER SUPPLY SECTION. POST THE•AUTHORIZUTON TO CONSTRuCr H-
�/ 1 AT THE PROJECT SITE
UP Tr.---- 1"=40' z
G? IMPORTANT, BOTH THE ENGINEER AND THE WATER SYSTEM OWNER MUST BE
6/ NOTFlED AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION =
gA2�' Now or Formerly SO THAT PROPER INSPECTORS CAN BE MADE. ANY WAIERUNE •
O O=U
J SEGMENT INSTALLED WITHOUT COORDINATING INSPECTONS MAY BE LL QQ =
--0-__.
—W it
Leonard P. Morrison, Jr. REWIRED TO BE RE-EXCAVATED AND/OR RE-INSTALLED AT THE J
_ -�� CX CONTRACTOR'S EXPENSE. Z J O
Op % 89E-302GENERAL NOTES:
IMPORTANT IN ADDITION TO ALL OF THE REWIRENENTS OF THE SPEpFlCATONS,
LL Y
Back Ref: 642-607, Tr. 2 NO WATERLINE MAY BE PUT INTO SERMCE PRIOR TO AN"ENGINEER'S 1. LOCATION OF EXISTING WATERLINES IS UNKNOWN AND SHOULD
CERTFCATION-AND"APPLICANTS(OWNER'S)CERTIFlCATON"BEING BE DETERMINED IN FIELD. F GENERAL WATERLINE INS ALLATION NOTES: SUBMITTED TO THE Pufiuc WATER SUPPLY SECTON. Z W
1. THIRTY-SIX INCHES(38')OF COVER TO BE MAINTAINED 7. ALL PIPE LAYING AND BACKFfLL COMPACTION TO BE 7N 10. FOLLOWING CHLORINATION,ALL TREATED WATER SHALL BE 2. WATER LINE, SEWER SYSTEM AND APPURTENANCES ARE TO BE INSTALLED NOTE: ALL OLEANOUTS AND WATER METERS Q m O
U
OVER PIPE AT ALL TIMES. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THOROUGHLY FLUSHED FROM THE PIPE UNTIL THE REPLACEMENT ACCORDING CITY OF STATESVILLE SPECIFICATIONS. WERE INSTALLED AT THE RAY LINE CO U Q J
2. PIPE IS 7O BE AMA C-800,DR-iB IF B°OR LARGER, B. TESTING SHALL BE CONDUCTED UNDER A HYDROSTATIC PRES- WATER SHALL, UPON TEST,BOTH CHEMICALLY AND BACTffl70 EXCEPT IN CUL-DE-SAC WHERE THEY ..._=LJ
AND ASTN SOR-21 PVC IF UNDER 6'SIZE AND SHALL SURE OF 150 PSI AND SUSTAIN THIS PRESSURE FOR 10 LOGICALLY,BE PROVEN EQUAL TO THE WATER DUALITY IN THE 3. WATER SERVICES ARE TO BE PROVIDED FOR EACH RESIDENCE AND ARE AS SHOWN ON THE PLANS
EACH BUILDABLE LOT. O 7 O W
CONFORM TO ASTY 0-2211. USE AWWA C151 CLASS MINUTES WITHOUT LEAKAGE. ALL PIPE SHALL BE TESTED EXISTING WATER SUPPLY SYSTEM. ALSO, FLUSHING SHALL BE
350 DUCTILE IRON PIPE IF REQUIRED.ALL PIPE TO FOR 4 HOURS.NO APPRECIABLE DROP IN PRESSURE SHALL CONTINUED UNTIL NO CONTAMINANTS ARE VISIBLE IN THE WATER. 4. EACH LOT IS SUBJECT TO A 20 FT WIDE DRAINAGE AND UTILITY O Y H-R
HAVE NSF LOGO. OCCUR AS DETERMINED BY THE ENGINEER OR HIS DURING THE FLUSHING PERIOD, EACH FIRE HYDRANT AND BLOB- EASEMENT ACROSS THE FRONT AND REAR, AND 6 OR 10 FEET ALONG THE O W CC
3. CONCRETE BLOCKING TO BE 3,000 PSI AND BE PROVIDED DESIGNATED REPRESENTATIVE.ALL TESTING SHALL BE IN OFF SHALL BE OPENED AND CLOSED SEVERAL TIMES. FLUSHING SIDES. W AT ALL BENDS, TEES,AND PLUGS. ACCORDANCE WITH AWWA C.800 AND C-605 AS APPLICABLE. VELOCITY SHALL BE MINIMUM 2.5 F.P.S. OR AS DIRECTED BY 0_
4. ALL GATE VALVES SHALL BE DOUBLE DISC PARALLEL SEAT A. STERILIZATION OF THE LINE SHALL BE CONWCTED AFTER ENGINEER. THE CONTRACTOR WILL TAKE SAMPLES OF WATER IN 5. THIS PROPERTY IS LOCATED WITHIN ZONE RSM. 0
TYPE THAT FULLY COMPLY WITH THE LATEST REVISION THE LINE HAS BEEN THOROUGHLY FLUSHED UNTIL ALL PROPERLY STERILIZED CONTAINERS FOR BACTERIAL EXAMINATION. CC
OF AMA STANDARD C-500 AND OPEN BY TURNING IN A EN-TRAINED AIR, DIRT AND MUD HAVE BEEN REMOVED. THE THE STERILIZING SWILL BE REPEATED UNTIL TESTS INDICATE 6. RETAINER GLANDS SHALL BE USED AT ALL 6"AND 2"FITTINGS AND a
CLOCKWISE DIRECTION WITH THE DIRECTION TO OPEN CHLORINATING MATERIAL SHALL PROVIDE A CHLORINE DOSAGE THE ABSENCE OF POLLUTION FOR AT LEAST NM FULL DAYS. THE VALVES.
CAST ON THEM. GATE VALVES SHALL BE MANUFACTURED OF NOT LESS THAN 100 PPM AND SHALL BE INTRODUCED IN UNIT WILL NOT BE ACCEPTED UNTIL SATISFACTORY BACTERAO.
BY NIERICAN-CAMLIN3 CO., MUELLER CO. OR KENNFOY AN APPROVED MANNER. THE RETENTION TIME SHALL PROVIDE LOGICAL RESULTS HAVE BEEN OBTAINED FROM A TESTING LABORA. 7. A LOCATE WIRE SHALL BE INSTALLED WITH THE 6.AND 2"WATER LINE.
VALVE CO. NOT LESS THAN 10 PPM OF CHLORINE AT THE EXTREME END OF TORY APPROVED BY THE STATE OF NORTH CAROLINA,AS PER SHEET
5. 3'THROUGH 24•FITTINGS ME TO CONFORM TO AWWA THE LINE AT THE VIM OF THE RETENTION PERIOD ONION RULE.1001(5). 8. A PRECONSTRUCTION MEETING SHALL BE HELD BEFORE WORK STARTS.
C-757 AND C-153 AS APPLICABLE. SHALL BE AT LEAST 24 HOURS. SOLUTION USED FOR IT.ALL MATERIALS AND WORKMANSHIP SHALL BE APPROVED BY THE AS - BUILT
6. FIRE HYDRANTS ARE TO CONFORM TO AWXA C-502, LATEST STERIL-ZATION SHALL BE DISPOSED OF IN AN APPROVED ENGINEER AND OWNER.NO CONSTRUCTION SHALL TAKE PLACE 9. SANITARY SEWER MAY BE DIP OR VCP AT CONTRACTOR'S OPTION.
REVISION,AND BE OF MUELLER CENTURION OR AMERICAN MANNER AS DIRECTED BY ENGINEER. THE CHOICE OF WITHOUT 24 HR.ADVANCE NOTICE BEING GIVEN TO THE ENGINEER
DARLING MARK 730, 4 112' VALVE OPENING, 3'B'BURY, CHLORINATING AGENT SHALL BE AT THE CONTRACTOR'S AND THE OWNER.MATERIALS AND CONSTRUCTION ARE TO BE AND BE EQUIPPED WITH ONE 4•PUMPER NOZZLE AND DISCRETION PROVIDED THE METHOD OF SANITIZING THE ACCORDING TO CITY OF STATESVILLE STANDARD SPECIFICATIONS. J A N U A R Y 1 2 ' 2009 4 OF
8
71113 2 1/2.HOSE NOZZLES. NEW WATERLINES IS IN ACCORDANCE WITH ANNA C-651.