WQ0029653_Renewal (Application)_20190808

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Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
August S, 2019
To: WaRO-WQROS: David May / Robert Tankard
From: Tessa Monday, Water Quality Permitting Section - Non -Discharge Branch
Permit Number: WQ0029653
Applicant: Rial Corporation
Owner Type: Organization
Facility Name: Scotch Hall Preserver WWTP
Signature Authority: Daniel Sumerel
Address: PO Box 159, Merry Hill, NC 27957
Fee Category: Non -Discharge Major
Comments/Other Information:
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Permit Type: Wastewatefcrrigation
Project Type: Renewal
Owner in BIMS? Yes
Facility in BIMS? Yes
Title: General Manager
County: Bertie
Fee Amount: $0 -Renewal
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed.
❑ Attach an Attachment B for Certification
® Return a completed staff report.
❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer:
Date:
FORM: WQROSNDARR 09-15 Page 1 of 1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
DANIEL SUMEREL — GENERAL MANAGER
RIAL CORPORATION
PO Box 159
MERRY HILL, NORTH CAROLINA 27957
Dear Mr. Sumerel:
NORTH CAROLINA
Environmental Quality
August 8, 2019
Subject: Acknowledgement of
Application No. WQ0029653
Scotch Hall Preserver WWTP
Wastewater Irrigation System
Bertie County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on August 7, 2019. Your application package has been assigned the
number listed above, and the primary reviewer is Tessa Monday.
Central and Regional Office staff will perform a detailed review of the provided application, and
may contact you with a request for additional information. To ensure maximum efficiency in processing
permit applications, the Division of Water Resources requests your assistance in providing a timely and
complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Tessa Monday at [phone] or [e-mail].
Sincerely,
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
cc: Washington Regional Office, Water Quality Regional Operations Section
Permit File WQ0029653
D� E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1,617
Nognic�acuaa
�aM�� u•� �� 919.707.9000

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 02-19
This form is for renewal without modification for all non -discharge system permits, exceat Residuals Management and Single -
Family Residence Wastewater Irrigation System permits.
For more information, visit the Water Quality Permitting Section's Non -Discharge Branch.
I. PERMITTEE INFORMATION:
1. Permittee: Rial Corporation
2. Signature authority's name: Daniel Sumerel per 15A NCAC 02T .0106(b)
Title: General Manager
Primary Telephone number: [phone] Select Secondary number: (252) 4824008 Select_
Email Address: dsumerel e,scotchhallpreserve.com RECEIVED/NMEQI Vi R
3. Permittee's mailing address: PO box 159 AUG _ I 2019
City: Merry Hill State: NC Zip: 27957-
4. Billingaddress (if different from above): Non -Discharge
) Permitting Unit
City: State: Zip: -
5. Contact person's name (if different from signature authority): Brian Jernigan Title: ORC
Primary Telephone number: [phone] Select Secondary number: [phone] Select
Email Address: bkishp(a)gmail.com
II. PERMIT INFORMATION:
1. Existing permit number: WQ0029653
2. Has the facility been constructed? ® Yes or ❑ No
If yes, has the facility been constructed in accordance with the permit and the Division -approved plans and specifications?
[ 15A NCAC 02T.0 I 10 ® Yes or ❑ No
If no, a formal permit modification request shall be submitted to the Division.
3. Has any of the property ownership within the facility and/or disposal area changed from what is indicated in the current permit
(Attachment B — disposal field owner/lessee)? ❑ Yes or ® No
Has the Permittee had a name change or has the permit changed ownership? ❑ Yes or ® No
If yes to either, a permit modification request shall be submitted to the Division. [15A NCAC 02T .0105]
4. Is this facility a Privately -Owned Public Utility? ❑ Yes or ® No
If yes, provide two copies of the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission
demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the non -discharge system.
[15A NCAC 02T.01 15(a)(1)
5. Is the Permittee a Home/Property Owners' Associations or Developers of lots to be sold? ® Yes or ❑ No
If yes, provide the following:
• For Home/Property Owners' Associations — Operational Agreement (FORM: HOA) and a copy of the proposed or
approved Articles of Incorporation, Declarations, and By-laws [ 15A NCAC 02T .0115(c)]
• For Developers of lots to be sold — Operational Agreement (FORM: DEV) [ 15A NCAC 02T .0115(b)1
FORM: NDSR 02-19 Page 1 of 3

DWR
Division of Water Resources
III. SITE MAP:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 02-19
1. Provide an updated site map in accordance with 15A NCAC 02T .0105(d) that shows the following:
The site map is not required to be signed or sealed by a Professional Engineer. However, the map must indicate the source of
information. For example, parcel lines taken from a county GIS map should reference the GIS website.
iR Legend, north arrow, scale, and legible in black and white
Topographic contour intervals not exceeding 10 feet or 25 percent of total site relief
)4 Soil mapping units on all disposal sites
All facility -related structures and fences within the treatment, storage, and disposal areas �%%%
All habitable residences and places of assembly within 500 feet of all treatment, storage, and irrigations sites N/ A
I Location of all wells, streams (ephemeral, intermittent, and perennial), springs, lakes, ponds, ditches, and other surface
drainage features within 500 feet of all waste treatment, storage, and disposal site(s)
Location and identification of each monitoring well (identify any background/upgradient wells)
* Latitude and longitude coordinates of all monitoring wells (decimal degrees to 6 digits)
FL—Location and identification of major components of the waste disposal system
The wetted perimeter of all irrigation fields with field names (named according to the approved permit)
J&_ Location and ownership of property boundaries within 500 feet of the disposal area (including road/rail right-of-ways)
.The delineation of compliance and review boundaries
Distance measurements verifying all setbacks are being met
1A- Stormwater drainage controls r 11A
100 -year floodplain (if applicable)
❑ For reclaimed water generation permits only, provide a separate map showing all distribution lines and utilization permit
locations that are connected to the water generation facility and are permitted by the Non -Discharge Branch (excludes
Local Program permitted facilities). Include all reclaimed water distribution line and reclaimed water utilization permit
numbers.
IV. SETBACK WAIVERS, EASEMENTS, AND LEASES:
1. Does the permit have any setback waivers, easements, or leases? ULYes or IffNo
If yes, provide copies of all documents and complete the table below:
Document
Type
Grantor or
Parcel No.
Grantee
Expiration
Date
County
Registered
Deed
Book
Deed Page
Document
Description
Select
RJB t
ASAI. gf
A//4
Be r �, e,
$ `18
-7
999
Select
Select
Select
Select
Select
Select
Select
Select
Select
1. The document description shall list any reduced setbacks with distance, etc.
FORM: NDSR 02-19 Page 2 of 3

P R
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Division of Water Resources
V. RELATED PERMITS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 02-19
1. If this permit has interactions with other wastewater permits (collection systems, NPDES, etc.), complete the table below
(provide additional pages if necessary):
Permit Type Permit No. Description
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Q,,,eA 'attest that this renewal application has been reviewed by me, and is accurate and complete to the best of my
knowledge. I understand that any unauthorized discharge of wastewater from this non -discharge system to surface waters or the land
may result in an enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim
against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application are not completed, this application may be returned to me as incomplete. I further certify that the Applicant or any parent,
subsidiary, or other affiliate of the Applicant has not been convicted of an environmental crime, has not abandoned a wastewater facility
without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant
with any active compliance schedule, and does not have any overdue annual fees.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation. The Applicant's Certification shall be signed in accordance with
15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation
letter is provided from a perss who meets the criteria in 15A NCAC 02T .0106(b)
Signature:
Date:
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE BRANCH
By U.S. Postal Service: By Courier: By Email:
Non -Discharge Branch Non -Discharge Branch — Archdale 640D [e-mail]
1617 Mail Service Center 512 N. Salisbury St.
Raleigh, NC 27699-1617 Raleigh, NC 27604
TELEPHONE NUMBER: [phone]
FORM: NDSR 02-19 Page 3 of 3

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IRRIGATAR, PPE 1 2-:2 C3
1 / Q
B'xA' RE
r PMC iM' TEE PER PONT a• ALM TAPPED 2-1/2• O Q
/ / J MRYiATION PPE I I a• PEDG LAPPED t-I/x• PER ZONE — -i —\ C7 O
w i Rg rwfi wLvE-
�'T 1, d r
3 W
/ _ AB HONED As WELLS BE m IL
11 J I EDGE OF ARN100NFD A$ PER STATE F` d
SPECIFICATIONS PR" TO SPRAY ZV%
� / sSrcN OPERATO Z Q m
' ® .--- -- B• arc , \ `~i� 1W— \ 1 3
t _ ----,.w TEE wRnATIDR PPE
`-"- r PEGS TAPPED z-1/xPMC-----x_-------1 FINAL DRAWINGS - +�
pp1UT1ON PIPE — qC
TEE '" ao�
W \ NOT RELEASED FOR CONSTRUCTION
��� B' PC TAPPED x-1/4' `__ _ Ecurr t• -AC '
x /'E. 1 /W W _ 1 7-1/x =1 VALVE_ _ ` _ " AV 4 w w
1• PMC J '1
IRRIGnoN PIPE 1 .� .. .� '•'•�
2-1 PC E1 1-t/x•we --
wODuw
PPE
M l

`lreerATIO i -PPE
COMPLIANCEREVIEW
_7 BOUNDARY
Fr----� \----------- yam ------ir PIC \ \ \\\
\\\\
me
BLACK WALNUT CREEK SWAMP
PRO EORfY BOUNO�RY�`\Al
'AIR REILEASE VALV� / I I I � I
/py aIiTER WL
M.PERMW SH
AUL NEO AS H ®
ZONE 2 HI
ALL WOFmoRRM: 1MFEL5 ML E
sPECWATIONS PRIOR TO ewwr /
SYS,E1. OPERAIOM. ,0OR j . l � -s,. �- �. _�->� r 0� / ( 1 1
\ of PRornnr\uK It
111 1 /
1
J
IRRIGATION Prc '/ / - �•' , _ R1C- -_ ---
�---------PE—
HIGH POW
----
/ ------
qww
---- R IDMS , 1
51"
wR•� z µ. ,µun
.�L. ,EE i
s- PLUG TAPPED 2-1/2
w rATnWEM Rsc i . +�� c ZONE ♦ � N /
�\ / .
l zµ., µ00 1 Il
za+c aOLLMawr \ l—
-AM NFFgt rte.
ZONE 3
4
JillFINAL DRAWINGS -
_ �' / T� ,� Z 7/ NOT RELEASED FOR CONSTRUCTION
n b—
12
LEGEND
®
FULL CIRCLE SPRIWAER er RADIUS
•
PAR+IAL CIRCLE SPRBAtLER Sr RAMA
w
FULL CIRCLE SPRWKLER , FUDIUS
.
PARM CIRCLE SPRINKLER A' ROM
®
DUS,WD NONROR WELL
QO
AIR RELEASE VALVE
IRRIGATION l
.� .. — ..
EDGE OF ,KRAMD
— — — —
— ZONE BOUNDARY
_-�
PROPOM BOUNDARY
BLACK WALNUT CREEK SWAMP
PRO EORfY BOUNO�RY�`\Al
'AIR REILEASE VALV� / I I I � I
/py aIiTER WL
M.PERMW SH
AUL NEO AS H ®
ZONE 2 HI
ALL WOFmoRRM: 1MFEL5 ML E
sPECWATIONS PRIOR TO ewwr /
SYS,E1. OPERAIOM. ,0OR j . l � -s,. �- �. _�->� r 0� / ( 1 1
\ of PRornnr\uK It
111 1 /
1
J
IRRIGATION Prc '/ / - �•' , _ R1C- -_ ---
�---------PE—
HIGH POW
----
/ ------
qww
---- R IDMS , 1
51"
wR•� z µ. ,µun
.�L. ,EE i
s- PLUG TAPPED 2-1/2
w rATnWEM Rsc i . +�� c ZONE ♦ � N /
�\ / .
l zµ., µ00 1 Il
za+c aOLLMawr \ l—
-AM NFFgt rte.
ZONE 3
4
JillFINAL DRAWINGS -
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n b—
12

ZONE 1
a -,/r GATE VALVE
iEDKzom�nuoMr� \ % `\ a
\J Jr PVC
w
901'"T" RPE
♦vP
EXISTM
PROPERTY B{ANOMY I ! \\ --� ,4
X
BOUNIDARY
,8--/ \ 21 vrt ,
WAAGTION
M AIR Ti -ME VALVE
"WATION PIPING
.. — EDGE OE WETLAND
ZONE EIOLPMl
PROPERTY MUNDARY
GRV
WROATION PIEI
2-1/2• GTE
\�
\\ \
or 1,fb'
PI\OPERTY ,
ZRIWT PVE
2-1/2 WE VALY
RELEASE VALVE
J
\I —IwmR Arm PIPE
-. woLP+nN
yMY RRG,IOR „ w OBC
1
♦acs• TEF
♦ PLUO TAPPED Y
\
r
(�
\\
ZONE 8 J
I
I
�
TEE
JO TAPPED 2-1/2•
ZRIWT PVE
2-1/2 WE VALY
RELEASE VALVE
J
\I —IwmR Arm PIPE
♦acs• TEF
♦ PLUO TAPPED Y
I♦. 1 Ham
r
(�
ZONE 8
/
G)
I
I
�
141t4' TEEI�
I'
�.� .
♦♦' Pun TAPPEDD
/c/_a-/Y aTE wi�E
r2- 1 a• \
\ \
i
.
ZRIWT PVE
2-1/2 WE VALY
RELEASE VALVE
J
\I —IwmR Arm PIPE
♦acs• TEF
♦ PLUO TAPPED Y
/
PLUG TAPPED 2-1/2
r PLMKM TAPPED 2-1/2'
r
/
G)
1,
ZONE 9
ALL DONEDRAS WELLS SNALL E ,
ABANDONED AS PER STATE .
SYSTEM OPERA'ONS ON. TO SPRAT' �
SYSTEM OPERATION.
J
n
!J{L• Y W
FINAL DRAWINGS -�\\ 13
NOT RELEASED FOR CONSTRUCTION 1

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INNSBROOK GOLF AND MARINA M1 H.W, Upchurch A Anwieft, AA
WASTEWATER TREATMENT PLANT MECHANICAL LAYOUT Cwxubv LVms a Soma+ a tale Pbn
SPRAY IRRIGATION SYSTEM ZONE 6 AND 7 5oidm Kw Nxt Cga 2W
BERTIE COUNTY, NORTH CAROLINA

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INNiiiW6K GOLF AND MARINA Hobbs Upchurch & AssocbKes, P.A
WASTEWATER TREATMENT PLANT MECHANICAL LAYOUT ra Comm &vkwe, Swwym t lad pavers
r. s SPRAY 1RWGATiON SYSTEM ZONE 8 AND 9SM6"0 Pwn NatX10"7
BERTIE COUNTY, NORTH CAROLINA

RECOIOENDAMICS FOR INSTALLERS AND IKENS: WARMING. SOME PPE JOINT COMPOUNDS
PLASTIC PIPING SYSTEMS SQUAD BE ENOL EEAED. OR TEFLON PASTES MAY CONTAIN
INSTALLED AND OPERATED N ACCORDANCE WITH SUSSTAFICES THAT COULD CAUSE STRESS
ESTABLISHED DESIGN MID ENGINEERING STANDARDS CRACKING TO PLASTICS.
AND PROCEDURES; FOR PLASTIC PIPING SYSTEMS.
FOR THE WENDED SERVICE AM"TION
SHOULD SE OETEAYNED PRIOR TO INSTALLATION.
Box COVER
SWING JOINT ASSEMBLY
INSTALLATION PROCEDURES
I. PMIS A IL C. 0. AND fJF ARE PRE -
JOIN.
ASSEMBLED VM Gk%rn 7HREAOED TS
THESE JOWTS ARE PRE- UMIRICATED AND
CUI Y PVC PIPE TO
SADDLE SpARON
SHOHLO NOT BE 06ASSEMBILED.
VALVE FOB AOEOLIAR
PROTECTION.
�(�
7 TIGHTEN EACH GASKLTED THREADED JOINT
COYPlETELY AND THEN BACK OUT THE MALE
PART 01E FULL TURN 70 ALU* THE "a
TO SRNEL A FULL Sao .
3. CUT KIR ORDER PMTS 0. N. AND I
TO DEMO LENGTHS ANO SOLVENT WELD
THEM TO THE S11NG JOINT ASSUWY
WHERE SHOWNI IT.
A
THE!NST ERUTELY OLVENT � LTH
RES BEFORE
B
THIS STEP. INCORRECT SOLVENT
PRODUCEUNSOUNDU SOI CONNEPROCEDURES CTIONS,
B. CARE MAT BE TAKEN TO PREVENT THE
SOLVENT COMM AND PRIMER FROM
C
COMING KID CONTACT RIM THE b'
RINGS OR THE BUTTRESS THREADS
N. THE CONNECTION TO THE SUPPLY TEE
MAY REGIME A THREAD ONE Fla) (T.O.E.)
N
NIPPLE,A PLAN END NIPPLE. OR THE
SPIGOT X CASKET "E D PART.
5. WHEN WAKING UP THE THREADED
Cpl- NECOONS TO THE SPRINKLER HEAD
OR THE SERVICE WE USING A TIIEADED
TMPLE SPEARS MANUFAL•LUNNG CO.
RECOMMENDS THE USE OF A OUALM
GPoPOE ON TME
T< LONTEF
TA , OR IE
EITHER TEFLON TME PASTE. T
\\
---�. D
MEET
DDsc(E710 DEAND COONN OF THE
. -
INSTILLER. THE MNWFACTLAwes
RECOIOENDAMICS FOR INSTALLERS AND IKENS: WARMING. SOME PPE JOINT COMPOUNDS
PLASTIC PIPING SYSTEMS SQUAD BE ENOL EEAED. OR TEFLON PASTES MAY CONTAIN
INSTALLED AND OPERATED N ACCORDANCE WITH SUSSTAFICES THAT COULD CAUSE STRESS
ESTABLISHED DESIGN MID ENGINEERING STANDARDS CRACKING TO PLASTICS.
AND PROCEDURES; FOR PLASTIC PIPING SYSTEMS.
FOR THE WENDED SERVICE AM"TION
SHOULD SE OETEAYNED PRIOR TO INSTALLATION.
Box COVER
PVC
GTE
ISOLATION VALVE ACCESS BOX ASSEMBLY
NTS
SPRINKLER EXPANSION LOOP Q1xX COUPLING VALVE TO FE
HIGPO �IN WINE P05I11D1ED APPROXIMATELY Y-0'
FROM FRONT EDGE OF VALVE BOX
THS NIPPLE TO BE
INSTALLED WITH A
RESTING ANGLE OF 45
DEGREES PWS OR
MKS 10 DEGREES
FROM THE VERTICAL
i—YMING TO HEAD
WIRE BLNDIE—.
NOTE
PVC PPE ;__
TEFLONTRNEADSFAING
TME TO BE USED ON ALL
TTaEAOFO FRYG15
PVC K:E TLE(GALTK1 X FPIJ
TORO 834S do 8355 SERIES
SPRINKLER MOUNTED ON TRIPLE
ELBOW SWING JOINT
NTS
VALVE BOX WITH UD
AT GRADE IEAEI
RELEASE VALVE 1'
w/ 1/'a- Ow"
GAVEVALVE
dYX 3'
GLVANiED NIPPLE
�,f SW WG JOINT (ADJUST
/
TO ANGLE)
WE STRA ER 1' PS 19!11'
*/BRONZE BOOY AND GALVM
PLACE VALVE NIPPLE
1'xr
GALVMIZED
NIPPLE
MAINLINE. SIZE TAPPED
COUPLING BY 1' R? TD
LE FACING LAWARO
AIR RELEASE VALVE DETAIL
NTS
_J
Q
W
Z
0
Q
F
Xaa++
atuc
¢ O
u Q Z
8
6 'W l B
0: v
0wC
Z�
FINAL DRAWINGS -
NOT RELEASED FOR CONSTRUCTION
Rx TDP
10' ROUND VALVE T
OF SLEEVE TO PROTRUDE
APPROXIMATELY
a' ABOVE BOTTOM EDGE
(K VALVE BOY
CUI Y PVC PIPE TO
SADDLE SpARON
B' PVC PTE APPROX
VALVE FOB AOEOLIAR
PROTECTION.
�(�
2N' TO 30" LONG.
�
PVC
GTE
ISOLATION VALVE ACCESS BOX ASSEMBLY
NTS
SPRINKLER EXPANSION LOOP Q1xX COUPLING VALVE TO FE
HIGPO �IN WINE P05I11D1ED APPROXIMATELY Y-0'
FROM FRONT EDGE OF VALVE BOX
THS NIPPLE TO BE
INSTALLED WITH A
RESTING ANGLE OF 45
DEGREES PWS OR
MKS 10 DEGREES
FROM THE VERTICAL
i—YMING TO HEAD
WIRE BLNDIE—.
NOTE
PVC PPE ;__
TEFLONTRNEADSFAING
TME TO BE USED ON ALL
TTaEAOFO FRYG15
PVC K:E TLE(GALTK1 X FPIJ
TORO 834S do 8355 SERIES
SPRINKLER MOUNTED ON TRIPLE
ELBOW SWING JOINT
NTS
VALVE BOX WITH UD
AT GRADE IEAEI
RELEASE VALVE 1'
w/ 1/'a- Ow"
GAVEVALVE
dYX 3'
GLVANiED NIPPLE
�,f SW WG JOINT (ADJUST
/
TO ANGLE)
WE STRA ER 1' PS 19!11'
*/BRONZE BOOY AND GALVM
PLACE VALVE NIPPLE
1'xr
GALVMIZED
NIPPLE
MAINLINE. SIZE TAPPED
COUPLING BY 1' R? TD
LE FACING LAWARO
AIR RELEASE VALVE DETAIL
NTS
_J
Q
W
Z
0
Q
F
Xaa++
atuc
¢ O
u Q Z
8
6 'W l B
0: v
0wC
Z�
FINAL DRAWINGS -
NOT RELEASED FOR CONSTRUCTION

00
6' Cow- PAD
r ELEGIAC CONDUIT FOR ELECIWC
POWER CONNEC110N (120 VK).
r YO DEGREE ELECTRICAL CONDUIT
. SWEty ELBOW FOR LOW VOLTAGE CONTROL
MANE AND COMMUNICATION CABLE.
—24 VAC. CONTROL VAIES/TSING.
TORO SATELLITE
CORmouERS
CpIRgLLER� �A l�li9—�
ro
cAoaELD WRoo IELD C ONIMECRBONON.
5/6' . 10' GROUND
I. NOTE:
jONG DOUBLE NLRS.FASTEH THE BOLTS TO THE TEMPLATE WITH
APPROK 1-1/2' OF BOLT ABOVE TEMPLATE.
2. WITH THE BOLTS N POSHON. FORCE THE TEMPLATE INTO FRESH CONCRETE PLUSH WITH
SURFACE.
3. AFTER THE CONCRETE HAS SET LP. THE TOP MAT CAN BE REMOVED AND CONTROLLER
CARNET CAN BE "STALLED.
a. THE CONCRETE PAD SHOULD BE RASED I' ABOVE FIWSIED ORATE R SHOULDMMVC
SLOPED BORDERS FOR ADEOLWE DRAINAGE FROM CONTROLLER
S. GROIMDwGELECTRODE CONDUCTORS) SMALL BE 1YEIED TO CONTROLLER AND
RESISTANCE OF L7tOLNOBD ELECTRODE/CONW(ITOIR SYSRJU MALL BE CONFIRMED AND
MEASURED WITH VIDROie01N0 wSTRUYENT OR EDUAL PRIOR TO ANY CONNECTION OF WNwG
TO CONTROLLER.
GROUND MINES ANO POWER WARES SHALL RUN
OUT OPPOSITE SIDES OF CONTROLLER. (F
POSSIBLE)
NOTE
GROUND RESISTANCE MEASURED WTM MEOW DIRECT
RESTSTANCE TESIRG w6TRUMENT (YNNU FACPffdD BY
.MANES G. MOLE CO.. PLYMOUTH MEET , PA) OR
EOVIVAUONT.
f� vALK MG. COVOI
A A M rt, AArl ,A/Inns
_10' ROUND VALVE BOR TOP OF SLEEVE TO PROTRUDE
APPROfiWTELY
PVC MANUNE� t� —B' PVC PPE APPROX. 24' TO 30' LONG.
NOW P -6I9 -RW SERIES ISOLATION VALVE
• :I•. W :•, a..:
Z! ADWELD cONNECTDN
Ri VALVE BOK
i.
`POWER SET 'CFV MATERIAL. USE
APPR0IONATELY 50-100 b PFA PLATE.
C . M' COPPER PLATE WITH 25' /6
BAR, COPPER MANE
le•
PVC SERACE TEE (G x G %
MAINLINE PVC PIPE
SCHTHREADED
W—
E ESO PVC BO DEGREE ELBO
AMO
AMD THREADED NIPPLES.
3- NIPPLE.—�
TORO VALVE COVER TO FIT A' PIC
�- PIPE SLEEVE.
a' PVC P)PE SLEEVE
1 / ORAw VALVE PPE AMD FTITINOS TO BE 1-1/2' IN
NOMINAL SIZE UNLESS ORWISE NOTED.
IIgTOM OF SLEEVE TO SADDLE VALVE AND PPE.
MOOR SLEEVE ON TWO BRICKS.
BRANS ODE VALVE MATIN BUM -N VALVE
RWALL PJC OMAN LINES TO EAT AT GRADE OR FWNLL I SEAT RASHER
GRAVEL SUMP WITH 3/A' WASHED GRAVEL SLIP AT
OWMER•S APPROVAL PVC LLE ro INN TO DAYLIGHT OR
WIMNEDIATELr IE IN tlRM'El suMP.
(awMER's OPTION)
MANUAL DRAIN VALVE WITH SLFVF
FINAL DRAWINGS -
NOT RELEASED FOR CONSTRUCTION
7
70
a. �-
Zg
O Z
Q O
Q
Lf En

TYP.
PDSTIONING STAKES
3/4' STEEL REDO OR
3/4' GAL NON PIPE
(TYP.) DRIVE STAKES T
11' PENETRA110N
iv_ -
90 DEGREE ELBOW
45 DEGREE ELBOW
ARE TO BE BUNDLED
ROUTED ABOVE THRUST
BLOCK CASTING
TEE
THRVSi-
BLOCK
TMP.
CONCENTRIC
REDUCER
CONCENTRIC
REDUCER
TRUST -
BLOCK TMP.
GATE VALVE
MAIN LINE
ISOLATION GATE
VALVE
NOTE: POURED CONCRETE
THRUST BLOCK TO BE
CONSTRUCTED OF 2000
PS RATED CONCRETE.
1 PART CEMENT
2 PARTS WASHED WTD
- 5 PMIS GRAVEL ALL
THRUST BLOCKS TO BEAR
AGAINST FIRM
UNDISTURBED EARTH.
CALCULATING THRUST BLOCK AREA
THE SIZE AND TYPE OF THRUST BLOCK DEPENDS ON RPE SIZE, UNE
SSURE, TYPE OF
PREFITTING, DEGREE OF BEND, AND TYPE OF SOL
N MOST CASES, THE SZE AND TYPE OF THRUST BL.00I( WILL BE
DETERMINED BY THE ENO9IEER. TRUST BLOCK SIZE MAY BE
CALCULATED AS SHOWN BY THE FOLLOWING EXAMPLE:
EXAMPLE'
DETERMINE SIZE OF THRUST BLOCK FOR Y CLASS 160 PIPE WITH A
90 DECREE ELBOW, AND AN OPERATING PRESSURE OF 100 PSI. THE
SOIL IS MEDIUM CLAY W ICH CAN BE SPADED.
STEP 1
ADD 50 POUNDS FOR PRESSURE TESTING TO THE WORKING PRESSURE OF
THEPIPE. FOR THIS EXAMPLE, 100 PSI WORKING PRESSURE PLUS 50
PSI TESTING ALLOWANCE _ 150 PSL MULTIPLY THIS FIGURE BY THE
APPROPRIATE VALUE N THE FOLLOWING TABLE.
POUNDS OF THRUST PER PS
OF WATER PRESSURE IN PVC
RPE AT VARIOUS FITTINGS
DEAD-END.
TFL, OR 90DEG 45DEG 225DEG
PIPE SIZE IN -UNE VALVE ELBOW ELBOW ELBOW
13 4 2 1
2 4 6 3 2
2,5 6 B 5 J
3 10 14 7 4
4 16 22 12 6
6 34 49 26 13
e 56W 45 23
10 91 128 69 35
12 128 161 96 50
15 184 260 1N 72
16 275 366 210 107
21 382
540 292 149
24 413 663 470 189
27 614 986 470 249
USING THIS TABLE. THE THRUST WOULD BE 12,450 POUNDS (83 X 1501.
"CAP" OR DEAD END
CONCRETE THRUST BLOCK DETAIL
NTS
rll mw
DETERMINE TE BEARING STRENGTH OF THE SOIL FROM THE TABLE
BELOW
BEARING STRENGTH OF SOILS BEARING STRENGTH
SQL TYPE LBS PER SQUARE FOOT
SOUND SHALE ............ ..... ...... ..---- .10.000
CEMENTED GRAVEL AND SANG
DIFFICULT 70 PICK .........................4.000
COURSE AND FINE COMPACT SAND ...................3.000
MEDIUM CLAY -CAN BE SPADED ......................2.000
SOFT CLAY....................................1.000
MUDDY SOIL.:' .................._.................0
FROM THIS TABLE BEARING STRENGTH IS 2.000 POUNDS PER SQUARE
FOOT FOR MID" CLAY THAT CAN BE SPADED.
STEP 3
DIVIDE THE TOTAL THRUST OBTAINED N STEP 1 BY THE BEARING
STRENGTH OF THE SOIL WTANED IN STEP 2.
THE 'BEARING PS
STRENGTH OF SO' TABLE SNOWS THAT MEDIUM CLAY
W6CH CAN BE SPADED NAS A BEARING STRENGTH OF 2.000 LBS. PER
SQUAW FOOT. DIVIDE THE TOTAL THRUST OF 12.450 POUNDS BY 2.000
POUNDS PER SQUARE FOOT SOL BEARING STRENGHT. THIS GIVES THE
SQUARE FEET OF THRUST OLD" AREA NEEDED. IN THS CASE IT IS
6.23 SQUARE FEET, FOR WI/CH AN APPROMMATE AREA OF 2-5' X 2.5',
CAN BE USED.
SIDE THRUST ON CURVES
AN OUTWARD PRESSURE CASTS ON ALL DEFLECTIONS FROM THE
STRA104T LINE. GOOD SOL. PROPERLY TAMPED, IS SUFFICIENT TO
HOLD SIDE THRUST ON GRADUAL CURVES UNLESS SOIL CONDITIONS ARE
UNSTABLE. IN THAT CASE. SOME ANCHORAGE MUST BE PRONGED ON
EACH SDE OF THE JOINT, BUT DO NOT THRUST BLOCK THE JOINT
ITSELF.
CONSTRUCTION OF THRUST BLOCKS
THRUST BLOCKS SHOULD BE CONSTUCTED SO THAT THEIR BEARING
SURFACE IS IN DIRECT UNE WTH THE MAJOR FORCE CREATED BY THE
PPE OR FITTING. THE EARTH -BEARING SURFACE SHOULD BE
UNDISTURBED. ONLY THE SIMPLEST OF FORMS IS REWIRED. USE
CONCRETE, FLUID ENOUGH SO THAT IT CAN BE WORKED UNDER THE
HTTNG, AROUND AND UP TO THE TOP OF THE UNE. KEEP ALL JOINTS
FREE FROM CONCRETE.
J
Q
f -
W
0
Z
Q
Q
a J
Z � i
Wr�
-
UL
JOU F Z
F-�
y K Z
Ok"ao
O¢yc4
r
m LU
0.
Z Q m
_3
FINAL DRAWINGS - 18
NOT RELEASED FOR CONSTRUCTION 16

7/31/2019 ConnectGIS Feature Report
https://bertiecounty.connectgis.com/DownloadFile.ashx?i=_ags_map47a131823ed74bO2bfbb28aa984Oc32bx.htm&t=print 1/1

7/31/2019 ConnectGIS Feature Report
https: //bertieco unty.con nectgis.com/Down load File.ashx?i=_ags_map4b8b419f7aOa484 b976d0546c92d4688x.htm&t=print 1/1