NCC232070_Site Plan or Location Map_20230718

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TOWN OF LA GRANGE
2021 WATER AND SEWER IMPROVEMENTS
WELL #7 & WELL #8
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LENOIR COUNTY , NORTH CAROLINA
TOWN COUNCIL MEMBERS
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Mayor - Bobby R. Wooten
,7 witffloavAirwMayor Pro Tempore - Larry L. Gladney
id 0 lel IV.I v itt istinia,4\A Councilman - Albert L. Gray
Councilman - Roger L. Miles
ft prallril I.m� 6W14tV Councilman - Davis S. Holmes
Councilwoman - Veronica N. Lee
41110 Or Councilman R. Reid Rouse
PROJECT Town Manager - John P. Craft
^ PVNSWtK 117 VICINITY
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CERTIFICATION OF COMPLIANCE WITH SEISMIC CODE&STANDARDS
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#° NEW STRUCTURES:WELL HOUSE#7 AND#8
^_, a `° MODEL C USE
TE:ASCE7-2016 Black & Veatch International Company
SEISMIC USE GROUP:III Black & Veatch
SEISMIC FACTOR:t25
TOWN OF LA GRANGE The above listed structures have been deCFR accordancer92, bwith Rural Business License No. F-0794
Development implementing r/eJgulations 7 CFR Part 1792,Subpart C.
SIGNATURE: 9fll - DATE:03/01/2022 175 Regency Woods Place, Suite 200 Project 400407
r TYPED NAME:JEFFREY THOMPSON,P.E.
TITLE:CLIENT DIRECTOR Cary, NC 27518
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

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WELL 6
DWG NO. SHEET NO. DESCRIPTION LOCATION
GENERAL INDEX OF DRAWINGS LEGEND
1 G-GH-101 COVER SHEET X-XX-XXX=DISCIPLINE-AREA-SHEET TYPE AND SEQUENCE rwii
2 G-GH-102 SHEET INDEX,NOTES&LOCATION MAPS
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3 G-GH-103 ANNOTATION&SYMBOLS LEGEND DISCIPLINES
G-GENERAL 0 00
CIVIL SITE C-CIVIUSITE
4 C-WH-101 OVERALL SITE PLAN(WELL 7) M-PROCESS MECHANICAL ohs j i
5 C-WH-102 SITE PLAN(WELL 7) E-ELECTRICAL 9 JY / �:
6 C-WH-104 OVERALL SITE PLAN(WELL 8) 'w-==____1 / .. d4 o
7 C-WH-105 SITE PLAN(WELL 8) AREA DESIGNATIONS °. 11�'dleme^?. `�o
8 C-WH-106 SITE PLAN(WELL 5) GH-GENERAL H,
9 C-WH-107 SITE PLAN(WELL 6) WH-WELLS(7&8)AND WELL HOUSE 500,000 GALLON .:N /
10 C-WH-201 WELL PROFILES(Well 7 AND 8) CC-CHLORINE AND CONTACTOR VESSEL q sr II ,pa
11 C-WH5 �01 WELL HOUSE SITE DETAILS I ELEVATED sy...\ 9 osa�
12 C-WH-504 EROSION CONTROL DETAILS SHEET TYPES H, \ �'
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13 C-WH-505 WELL HOUSE DETAILS 000-ISOMETRIC PROJECTIONS WATER wk'8 �� `_, w
14 C-WH506 GROUND STABILIZATION AND MATERIALS HANDLING 100-PLANS OR PLAN AND PROFILES OR PLANS AND SECTIONS y
15 C-WH507 SELF-INSPECTION,RECORD KEEPING,AND REPORTING OR PLANS,SECTION AND DETAILS OR PLAN AND DETAILS STORAGE TANK �� .� F ❑
L,
200-ELEVATIONS OR PROFILES T '
PROCESS MECHANICAL 300-SECTIONS am"'`st ��/�� ��\,111 OA!t////
16 M-WH-001 NOTES,LEGENDS AND ABBREVIATIONS 400-DIAGRAMS \ � /
17 M-WH-002 WELL HOUSE PIPING-PERSPECTIVE 500-DETAILS \gas6jn\ I%'R�o;,, \// * y• ` m3 \2 oFESSjo -,;
18 M-WH-101 WELL HOUSE 7 AND 8 PIPING PLAN 600-SCHEDULES Sr ?;,y`�. \ ,ab � WELL 5 _ :a SEAL r:
19 M-WH-102 WELL HOUSE 5 AND 6 TYPICAL PIPING PLAN -
20 M-WH-301 WELL HOUSE 7AND 8 SECTIONS `BraoOy�Ve b°/ \/, v LOCATION E��" <301 202�
o� ti \ew y.NCINE�.•e'er
21 M-WH-302 WELL HOUSE 7AND 8 SECTIONS �i<1V1�
22 M-WH-303 WELL HOUSE 5 AND 6 TYPICAL SECTIONS sSr\
23 M-WH-501 WELL HOUSE PIPING DETAILS '
24 M-CC-501 GAS CHLORINE DETAILS i cwaw,,, fa e $ C
25 M-CC-502 CHLORINE STORAGE ENCLOSURE e, \W= -•4' // 014. .. ,e\\\\ m
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26 M-CC-503 CALCITE CONTACTOR VESSEL DETAILS /�% ,b aqs; 3 ���;rK es i G
27 M-CC-504 RADIUM CONTACTOR VESSEL DETAILS p j r f\ y H U a 8
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28 M-CC-505 STAIR SECTION AND DETAILS eT` as Raga-d
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ELECTRICAL �o E�eeiflsse 'Ca 1 I
29 E-WH-001 LEGENDS '=s}\ Y i
»WH-002 ABBREVTIONS AND NOTES WELL 7 �/ `^ 6. ©� 4`9& \ °°iw� V uo ._
31 E-WH-101 WELL HOUSE 7 AND 8 LIGHTING,POWER AND GROUNDING PLAN °�a. Q 3 ep yhsn �/ Est Rail J -C »‘;',:3
32 E-WH-401 WELLS 7AND BONE-LINE DIAGRAM LOCATION r aao' Y a'
33 E-WH-501 WELLS 7AND 8 DETAILS F4cr Sr / m to%m
34 E-WH-502 WELLS 7 AND 8 SCHEDULES AND SCHEMATICS \�l a7O sr \ `Gy \ m'gl
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GENERAL NOTES: 7 i�
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1. THE CONTRACTOR SHALL CONTACT THE POWER COMPANY,GAS COMPANY, orrx � \ / \ e 4�\
AND TELEPHONE COMPANY FOR THE EXACT LOCATION OF ALLY / \\' e414,1 /�\ "' X
UNDERGROUND MAINS,CABLES,OR LINES BEFORE CONSTRUCTION BEGINS. h�a / J 'styEXISTING UTILITIES SHOWN ON THESE PLANS ARE TAKEN FROM VARIOUS '' E / "ab.. ?SOURCES AND THE CONTRACTOR SHALL SATISFY HIMSELF OF THE m weea° Q < /�e=sr6s�_ 4
ACCURACY. /sr °r/+sr�/J� a
2. PIPE SEPARATION:WATER MAINS SHALL BE LAID AT LEAST 10 FEET / ` 0 �\ GNINIII WELL 8 0 ' r 1
LATERALLY FROM EXISTING OR PROPOSED SEWERS.A WATER MAIN THAT I/ "4r"� Qa' v 2
CROSSES A SEWER SHALL BE LAID MINIMUM VERTICAL DISTANCE OF 18 LOCATION /� m� Z Z
INCHES FROM THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE cLL
SEWER,WITH THE WATERMAIN LOCATED ABOVE THE SEWER.ONE FULL I j� © k ., w w
LENGTH OF WATER PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE l� GO -w°°a sr Q
AS FAR FROM THE SEWER AS POSSIBLE.WATER MAINS SHALL BE LAID A o ,p>� -'aq. // V w(n U
I MINIMUM OF 12"BELOW STORM SEWER PIPES. e67, ,a A. z i- 0
`84- 3. THE RIGHT-OF-WAY OR SHOWN TEMPORARY CONSTRUCTION EASEMENT �S� �N I �= - QN/ Q Z J
SHALL DICTATE THE LIMITS OF CONSTRUCTION. A L.1_ z w Q z
_ =Fire Tower-Rd= - - _Fire Tower Rd - (� a
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE © "' <w W u)
J" ADJUSTMENT OF EXISTING UTILITIES,INCLUDING POWER POLES. Q > Z W
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m 5. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY EXISTING CULVERTS !IA. """deepJe_\ _I0 in 0
o AND HEADWALLS,AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT.
TOWN OF LA GRANGE LO <0_ z
1 6. IF EXISTING STORMWATER CONVEYANCE STRUCTURES(I.E.,CULVERTS& X
SEWERS)ARE DISTURBED OR BREACHED IN ANY WAY,ADDITIONAL — W
m SEDIMENT CONTROL MEASURES MUST BE TAKEN TO PREVENT z N z
> SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION AREA. (0as z
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� PROJECT NOTES:
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1. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR IS
- RESPONSIBLE FOR DETERMINING EXACT LOCATION DURING CONSTRUCTION.
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DESIGN NOTES:
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N 1. EXISTING ELEVATION OF TANK IS BASED OFF OF MSL.THE TOP OF THE TANK
�_ IS 227'&THE EXISTING GROUND ELEVATION OF THE TANK IS 108.97'ABOVE DESIGNED:MP
3 MSL.
DETAILED: DJW
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CHECKED: JST
APPROVED:JST
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WDATE: DECEMBER 2021
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IF THIS BAIIRDOES I=T
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n BEFORE YOU DIG! PROJECT NO.
c CALL 1-800-632-4949
N.C.ONE-CALL CENTER 400407
oIT'S THE LAW!
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION 02SHEET
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JAMES DONALD WESTBROpK z
D.B.72,PG.541
PIN 3556-69-2360
0 WASHINGTON ST.
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CONTROL CORNERPROPOSED WEL� • noon- = HOUSE& PIN 3556-07-78-3536
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--- °hW EXISTING MH 3-14 c
RIM: 102.61' a
EXISTING P TOWN ONGE \ �� INV OUT E:99.61' SITE NOTES: V
/ TEST WELL J D.B.184 \ ° EIR A . NEW INV IN W:99.62' 1. CONTRACTOR TO CLEAR WOODED AREA WITH 10' g
P.B.12,PG. \ . e /,ACLEARANCE n
N/F \U/ 0 W.PIN 3556 79 1ST. \ / \ WM OV,1' BACK FENCE LINE THE H. EXCLUDING W 0.1.
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BOUNDARY z .VO
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D B 359 P 'o o 1 rAe s ry 2. CONTRACTOR TO CLEAR WOODED AREA PROVIDING 0 _
G 87 LANDSCAPED 7v^ 1/1- 6'CLEARANCE ON EACH SIDE OF WATERLINE AND > N a N
PIN 3556- I AREA "A f GRAVITY SEWER HEADING TOWARDS W.BOUNDARY o z
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07-79-2172 TRAV-2-PKS 2 m 3 ..
107 WASHINGTON ST. ( N:569216.K �2) J t s;'u
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a t95,488 SQ.FT.,±2.192 AC. \ / o EL:102.48 TRAV-I-PKS m m
SHANN N/F N:569106.80 ` >m'c
\ ON FAYE BUTTON MOORE E:2358034.65 ELECTRICAL UTILITY NOTE: r7 N
MICHAEL LESLIE BUTTON PROPOSED LOCATION OF ELECTRIC UTILITY POLES AND LLI df ,^y
\ D B 1687 PG EL:103.37 SERVICE DROPS SHALL BE COORDINATED IN THE FIELD
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/a \ / 611 W.BOUNDARY ST.
I ,.\ SURVEY ISSUED AND SEALED BY DUSTIN J.McCARTY NC PLS
' \ 0, m L-5213 ON 01/04/2021.THIS ELECTRONIC DOCUMENT SHALL NOT
7Op BE CONSIDERED A CERTIFIED DOCUMENT.SEE PROJECT REPORT
\ EIP FOR CERTIFICATE AND SEAL.
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90 , 30' 20' 10' 0 30' 60' V w� Z
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BARBARIM: 102.61' N
D.B.DB 1203 PG 528 -FACE OF PROPOSED EXISTING INV OUT E:99.61' O
SURGE TANK ACCESS ROAD- ACCESS ROAD- NEW INV IN W:99.62'
PIN 3556-78-3536
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DETAILED: DJW
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,° 182.54'4".VC @-0.34% APPROVED:JST
w INV EL 99.0'
DATE. DECEMBER 2021
LL 0+00 0+50 1+00 1+50 2+00 0 1/2 1
SURGE TANK DRAIN PROFILE IF THIS BAR�DOESNOT
66 , 1"=15'HOR/1"=10 VERT MEASURE 1"THEN DRAWING
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PROJECT NO.
400407
wa C-WH-101
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION 4SHEET
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SURGE TANK NOTES: I N
x x x x x x x x x x x x x x x
1. THE TANK SHALL BE CONSTRUCTED OF GREEN I 0
POLYETHYLENE,AND COMPLY WITH FDA SPECIFICATIONS
FOR POTABLE WATER.THE TANK SHALL INCLUDE A I 0
STANDARD 16"MAN WAY AND A 2"BOTTOM DRAIN
FITTING. I i
2. THE TANK SHALL BE SET ON A 12'THICK SLAB-ON-GRADE '2
WITH DIMENSIONS OF 14'X 14',IN ACCORDANCE WITH THE ( 0
SLAB DETAIL ON SHEET C-WH-501,WITH REINFORCEMENT N
AS SPECIFIED FOR THE CONTACTOR VESSELS.THE TANK x
SHALL BE ANCHORED TO THE SLAB IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
3. THE PIPING TO THE SURGE TANK,SHALL NOT BE OPEN
TO ATMOSPHERE,BUT GO DIRECTLY INTO THE SLAB AND
RUN UNDERGROUND TO THE SURGE TANK. x
PROPOSED WELL HOUSE&
4. THIS BACKWASH PIPING SHALL BE 4"DIP BURIED WITH 3 f EQUIPMENT FOOTPRINT PROPOSED 75'x75' f c
FEET OF COVER TO A POINT JUST OUTSIDE OF THE CHAIN LINK FENCE /
BACKWASH TANK SLAB,WHERE IT WILL TURN 90 &14'GATE
DEGREES TO
DISCHARGE I TO EXTEND
HE TOP OF THE FACTORY PROVIDED x `\\\N�CAR01,/,
OPENING ON THE TANK,WHILE ALLOWING A 10"AIR GAP. \�oP.F E S S j p•./y�
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5. THE EFFLUENT PIPING FROM THE TANK SHALL CONNECT - :a SEAL y.: =
TO THE FACTORY MOUNTED TANK DRAIN FITTING AS - CALCITE _ 049996
SCH80 PVC AND INCLUDE A 2"THERMOPLASTIC I. :I r CONTACTORS % '�y3-1-2022 ?
BUTTERFLY VALVE TO THROTTLE FLOW OUT OF THE x -i 9�'1'G IN&`✓e'Q'.�
TANK.ONCE THIS EFFLUENT LINE IS 24"BELOW GRADE, -- - II �
THE 2"SCH80 PVC WILL TRANSITION VIA AN ECCENTRIC ---- •-•-•-• -�I 90°BEND TO ///i ?
REDUCER TO 4"SCH40 PVC AND RUN AS A SEWER EXIT GROUND
SERVICE LINE TO THE YARD MANHOLE. -
` 4"SCH 40 STEEL C
� PIPE PAINTED 00"
\ A x WHITE _
\ 1o, _ 10"AIR GAP(MIN) i- �j�g
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12'DIA Q c
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PROPOSED / . " -
I• SPLASH PAD (2)4"BOLLARDS FOR
I TANK STORAGE" CHLORINE
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—• O 2'x4'ECCENTRIC TO MANHOLE �J w cn
/ BACKWASH REDUCER Z(n Z
SILT FENCE - LINE ,�y7 \l
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SURGE TANK DETAILS J O (-
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/PROPOSED O N
ABC DRIVEWAY I—
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DETAILED: DJW
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C? - APPROVED:JST
ELECTRICAL UTILITY NOTE: DATE: DECEMBER 2021
T.
PROPOSED LOCATION OF ELECTRIC UTILITY POLES AND 0 1/2 1
Q SERVICE DROPS SHALL BE COORDINATED IN THE FIELD 5 0 5' 10' ISISI
WITH THE ENGINEER IF THIS BAR DOES NOT
oo MEASURE 1"THEN DRAWING
- 1=5 IS NOT TO FULL SCALE
PROJECT NO.
m SURVEY ISSUED AND SEALED BY DUSTIN J.McCARTY NC PLS 400407
A L-5213 ON 01/04/2021.THIS ELECTRONIC DOCUMENT SHALL NOT
BE CONSIDERED A CERTIFIED DOCUMENT.SEE PROJECT REPORT C-W H-102
k FORCERTIFIDATEANDBEAL oo . FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION SHEET
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INV IN(S 109.5'I p\c) g OI INV IN c )=106 ' 1 <P�gP �•'��W INVO T(NW)-107.92' P 2H \\1111111//RIM=113.59' SEE SEPARATION /000 9 1 'I�6'67 6 // �,\Q'qN .0 ARO',/
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SEPARATION BETWEEN 6" .NN°s 6. 2'`\ d 01
to 1 pG 353 / / SITE NOTES: \ >m a
WL AND GRAVITY SEWER m Oe 0 5' �6-g / /// /�/ 1. CONTRACTOR TO CLEAR WOODED AREA WITH 5' RY ca .N-i
\ °�a ❑ / p\NO�o NE�SS / // ��/ CLEARANCE AROUND NEW FENCE. iiiiiiiillll
HALF INLET RING ,� ^ / / //D�' m PROTECTION / \ / ////
❑ / 111 / \ 111 // ELECTRICAL UTILITY NOTE:
U2 \ /_111 ///I�/ PROPOSED LOCATION OF ELECTRIC UTILITY POLES AND
,N��" \ I�GE� / // SERVICE DROPS SHALL BE COORDINATED IN THE FIELD
APPROX LOCATION OF 6" \ \' ❑ >,F/ • //� WITH THE ENGINEER
WL TIE IN TO EXISTING 6" ///
a��/
WL AT INTERSECTION OF \ ��j SSE SEPARATION 1
LA GRANGE STREET AND / \ REQUIREMENTS, VJOYNER STREET S © 1\ /G-GH-102,NOTE 2 Np & SURVEY ISSUED AND SEALED BY DUSTIN J.McCARTY NC PLSZ SEp`\,„... N L-5213 ON 01/04/2021.THIS ELECTRONIC DOCUMENT SHALL NOTIl /'a10 _p s,,t BE CONSIDERED A CERTIFIED DOCUMENT.SEE PROJECT REPORT
a EQ\N3 o�ERR° FOR CERTIFICATE AND SEAL. (LL�I w
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a`r Z m1O \ // OUT(SE)=107-0T INV IN(SW)=108.0' -FACE OF �> JW
OT' I[\\ I \ — — — — \ // NEW IN(SE)=106.79'- INV OUT(NW)=107.92'- SURGE TANK 30' 20' 10' 0 30=0' J w O V J
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\ /�I SURGE TANK DRAIN PROFILE
DETAILED: DJW
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�? \ _ \ MEASURE 1"THEN DRAWING
66 \ 0
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PROJECT NO.
M \ \a 400407
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\ I N �/ FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION C-woE 404/

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/ / SURGE TANK NOTES:
17 5 C7 C7 C7 C7 / C7 C7 C7 ❑ C7 15 C7 C7 C7 C7 C7 d C7 C7 o C7 C7 C7 / ❑ O ----7 1. THE TANK SHALL BE CONSTRUCTED OF GREEN
POLYETHYLENE,AND COMPLY WITH FDA SPECIFICATIONS
❑ FOR POTABLE WATER.THE TANK SHALL INCLUDE A
,ti I STANDARD 16"MANWAY AND A 2"BOTTOM DRAIN N
/ FITTING.
❑ 2. THE TANK SHALL BESET ON A 12"THICK SLAB-ON-GRADE 0
I x x x x x x x x x x x x /x x x WITH DIMENSIONS OF 14'X 14',IN ACCORDANCE WITH THE
/ I SLAB DETAIL ON SHEET C-WH-501,WITH REINFORCEMENT w
I AS SPECIFIED FOR THE CONTACTOR VESSELS.THE TANK ¢
SHALL BE ANCHORED TO THE SLAB IN ACCORDANCE /
RIM=113.59' // x °i WITH THE MANUFACTURER'S RECOMMENDATIONS.
OUT(SE)=107-07' \ O
NEW IN(SE)=106.79' I r / > I 3. THE PIPING TO THE SURGE TANK,SHALL NOT BE OPEN y
/ I TO ATMOSPHERE,BUT GO DIRECTLY INTO THE SLAB AND L.
RUN UNDERGROUND TO THE SURGE TANK.
1 2'DIA / Ell
•
SURGE TANK x I 4. THIS BACKWASH PIPING SHALL BE 4"DIP BURIED WITH 3
I x (10,000 GAL) // I FEETK OF COVER KTO LA POINT JUST OULTSIDE OF THE
'- Ell
DEGREEST EXTEND
OUT
HELTURND0
I DEGREES TO EXTEND UP OUT OF THE GROUND AND
/ I DISCHARGE INTO THE TOP OF THE FACTORY PROVIDED
1 ' OPENING ON THE TANK,WHILE ALLOWING A 10"AIR GAP.
/ x DI
5. THE EFFLUENT PIPING FROM THE TANK SHALL CONNECT
1 -T / i TO THE FACTORY MOUNTED TANK DRAIN FITTING AS
SCH80 PVC AND INCLUDE A 2"THERMOPLASTIC ����N 1 III
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