HomeMy WebLinkAboutIMPV-06-2016-073912.TIF ,/{6A --;;;.\ C.ATAWBA COUNTY Case#
T �„ Public Health Department Subdivision
�r4 Environmental Health Division PIN# 461714245346
`•dt' PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 LOP/Ig42 a�
NAME ON PERMIT: REHOBETH UNITED METHODIST CHURCH TRUSTEE, 9297 SHERRILLS FORD
RD, TERRELL NC 28682
Site Address: 9297 SHERRILLS FORD RD, TERRELL NC 28682
Property Size: Square Feet: 346,737.60 Acres:7.960
Directions: HWY 16 South, Left onto HWY 150 towards Terrell, At 2nd stoplight go Right, Church will be 200 yards on the
Right.
Owner/Authorized Representative Acknowledgement of Permit Receipt
I certify that I am the owner or authorized agent(owner's authorization required) representing the owner of the
property described above.
i As the property owner or authorized representative, I have received the above referenced permit(s) as
requested in the application for service CBPR-07-2015-22035 , by the following method(s):
,.),1_,..t eceived in Person
Facsimile Transmittal (Return form with signature required)
Electronic Image Transmittal/E-mail (Return receipt required)
A As the property owner or authorized representative I have reviewed and understand the specific conditions
N-) of the permit issued, and further understand that all applicable regulatory requirements specified under the North
Carolina Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A .1900), and/or
Well Construction Standards (15A NCAC 2C .0100), shall apply to the issuance of this permit and the
construction of the wastewater system and/or water supply well permitted.
Permit Issue Date: 09/02/2016
Owner/Authorized Representative Signature / _ .,r a r
� Date / ;. dL/C.b.-, (moi . Jae""7-.4_,
Documentation of Permit(s) Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of person sending permit)
Signature Date/Time
Method: Fax Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
We want to hear from you. Please take a few moments to complete our customer service survey at:
http://www.surveymonkey.com/s/EHCustomerService
ehpermit 09/01/2016 13:57
,BA CATAWBA COUNTY o ❑m Case# IMPV-06-2016-073912
� Public Health Department ' - •} Subdivision
4 _�-., Y Environmental Health Division I 'r PIN# 461714245346
�` PO Box 389; 100-A Southwest Blvd, Newton,NC 28658 &L". 0 D k LOT#
'
ElI o 0
NAME ON PERMIT: REHOBETH UNITED METHODIST CHURCH TRUSTEE, 9297 SHERRILLS FORD
RD, TERRELL NC 28682
Site Address: 9297 SHERRILLS FORD RD, TERRELL NC 28682
Property Size: Square Feet: 346,737.60 Acres:7.960
Directions: HWY 16 South, Left onto HWY 150 towards Terrell, At 2nd stoplight go Right, Church will be 200 yards on the
Right.
Improvement Permit
Facility: Public Assembly - Church
Permit Category: New Septic Bedrooms 0
WATER SUPPLY: Private Well
Basement? No Basement Plumbing?
INITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: _X_ No Expiration:
Projected Daily Flow 562 g.p.d
Proposed Wastewater System: 25% REDUCTION
Type: 111G - OTHER NON-CONN TRENCH SYSTEMS
PUMP REQUIRED ***** OPERATOR REQUIRED
Permit Conditions: *This permit is issued so long as the easement recorded in Book 3358, Page 1995 of the Catawba
County Registry, is found to be legally sufficient. If the easement is found to be legally insufficient,
the permit is void.
*Design flow of 990 gallons per day reduced to 562 gallons per day by means of engineered flow
equalization. System is to be installed in accordance with plans submitted by West Consultants,
Project#15095. See also attached "Additional Permit Conditions".
*Design flow of 990 gallons per day reduced to 562 gallons per day by means of engineered flow
equalization in accordance with plans submitted by West Consultants Engineering
*Engineer required for repair system design when repairs are needed.
*This permit was issued based on the County Attorney's interpretation of the legality of the
easement document.
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: 25% REDUCTION
Type: II1G -OTHER NON-CONN TRENCH SYSTEMS
PUMP REQUIRED ***** OPERATOR REQUIRED
chpemtit 09/01/2016 13:57
tiQ,A CATAWBA COUNTY Case# IMPV-06-2016-073912
T 180 G Public Health Department Subdivision
Q glK H Environmental Health Division PIN# 461714245346
'^o^,, PO Box 389, 100-A Southwest Blvd,Newton, NC 28658 LOTH
/84% u
NAME ON PERMIT: REHOBETH UNITED METHODIST CHURCH TRUSTEE, 9297 SHERRILLS FORD
RD, TERRELL NC 28682
Site Address: 9297 SHERRILLS FORD RD, TERRELL NC 28682
Property Size: Square Feet:346,737.60 Acres:7.960
Directions: HWY 16 South, Left onto HWY 150 towards Terrell, At 2nd stoplight go Right, Church will be 200 yards on the
Right.
Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper
drainage away from the septic system, including the direction of gutter flows or foundation drains, is not approved, and may result in failure to
approve the initial system installation, or the suspension/revocation of existing permits.
The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of
the applicant/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met.
This Improvement Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered.
The Improvement Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the
provisions of the North Carolina 'Laws and Rules for Sewage Treatment and Disposal Systems' (ISA NCAC ISA .1900). Neither
Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function
satisfactorily for any given period of time.
Robbie Phelps 09/02/2016
AUTHORIZED STATE AGENT APPROVAL DATE
09/01/2021
Permit Expiration Date:
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
chper a it 09/01/2016 13:57
SUBSURFACE WASTEWATER DISPOSAL SYSTEM DESIGN
REHOBETH UNITED
METHODIST CHURCH
CATAWBA COUNTY, NORTH CAROLINA
May 4, 2016
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TODD J. POTEET, P.E.
BENJAMIN M LAIL, E.I.
WEST CONSULTANTS, PLLC
MORGANTON, NORTH CAROLINA
Project Specifications
A. Scope
These specifications describe the system components and installation procedures. In
general, all work must conform with these specifications, the project drawings, the conditions
of the State and local health departments, and all specifications/recommendations issued by
equipment manufacturers. Where any of these are in conflict with each other, the more
stringent requirements shall apply. The system is a flow equalization system design in
accordance with ISA NCAC 18A.1900 and Innovative Wastewater System Approval NO:
I W W S-2004-01.
B. General
These specifications cover the principal components required for the complete
system. However, the installer/contractor shall be responsible for providing and installing all
related appurtenances necessary to make the project complete, functional, and approved by
the local health department, regardless if included in plans or specifications.
C. System Layout
All components shall be installed in locations and at elevations as indicated on the
design drawings. All components must be located 100 feet from any potable water supply
well. All other setback shall be adhered to per ISA NCAC I8A.1900. New nitrification
trench lines shall be used with the addition of a pressure manifold to accurately distribute the
septic effluent into each of the six lines. Power service shall be 120/240 volt, single-phase.
Mount the pump control on a wood frame near the pump tank.
D. Preconstruction Conference
Prior to any construction, representatives of the Owner, the installer/contractor; the
local health department, and possibly the Engineer, shall meet on-site to discuss all matters
related to beginning construction.
E. Tank Construction and Testing
1. Scope
This specification covers the supply, construction, installation, and testing of
concrete tanks or vaults, including septic tank, and pump tanks.
2. Precast Concrete Structures
Each precast concrete structure shall be built and supplied by an experienced,
qualified precaster. Design shall not be traffic loading required, unless tankage area
will be used for any parking or vehicular traffic. The septic tank and pump tanks
must be approved by the North Carolina Division of Environment and Natural
Resources and bear STB and PT numbers on the tank. Manhole rings, access doors,
manhole steps, resilient connectors, knock-outs, or other appurtenances as shown on
the plans shall be cast into the structures at the time of construction whenever
feasible.
3. Installation
Concrete structures shall be delivered to and stored on-site with care taken not
to damage any structure. Any damaged structures shall be rejected. Accepted
structures shall be carefully lowered into excavated areas and laid onto a level bed of
crushed stone. Any joints required due to multiple sections shall have bitumastic
sealant fully filling joint. The sealant shall be supplied by the precaster and be
installed per his instructions.
Each structure shall be set plumb and level and to the exact elevation
indicated on the plans. All connecting and internal piping or other appurtenances
may then be installed. Completely seal around all pipe openings with non-shrinking
grout both inside and outside the structure. Tightness testing should then be
performed and then the structure may be backfilled. Backfill shall be placed in 12" to
18" layers and tamped carefully so as not to damage the structure or connecting
piping.
4. Testing
The septic tank and pump tank shall be tightness tested in the presence of the
Engineer or health department. The Contractor shall fill each tank with water to the
top and a mark shall be made at the water level. After at least 24 hours, the water
level shall be observed and if it has dropped more than /", then the Contractor shall
find and seal the point(s) of leakage. The test shall be repeated until the tanks pass.
Visible leakage on outside of tanks shall also be cause for failure of test.
F. Pump System
This system principally includes:
• Pump, valves, couplings, and related piping;
• Control panel and float switches for automatic operation of the pump.
• Any miscellaneous equipment as required.
The dosing pump shall be Goulds, WE Series, Model 3885, WE0312L, or equal,
Effluent Pump, 230-volt, single-phase, 1/3 horsepower delivering a minimum of 53.1 GPM.
Provide all valves, switches, piping, and other appurtenances as shown on plans for pump to
transfer effluent to manifold. The gate valve shall be throttled to produce a residual pressure
(water column) of 2 to 4 feet at the pressure manifold.
Simplex control panel shall be American Manufacturing Company, Inc.
SEPRAB124-AJLR(or state approved equal) and shall control flow equalization. Panel shall
include, but not be limited to, redundant off, dose enable, and high-level alarm system/timer
override switch. All control and alarm circuits shall be 115 volts. The panel and all
associated electrical work shall be installed under the supervision of a licensed electrician
and in accordance with the NEC, State, and local codes. The timer shall be set for a pump
dose volume of 281 gallons every 12 hours (562 total GPD). Alarm circuit shall be separate
and shall be activated by high water elevation. The high-level alarm/timer override float
switch shall simultaneously activate the alarm and turn on the pump. In this event, the pump
shall only run for the time set on the timer (281 gallons) and shall stop until the high-level
float switch activates again or until 12 hours has elapsed. An alarm event counter shall
record each activation of the alarm.
nGOULDS PUMPS Submersible
;a Effluent Pump
" e ;MODEL 3885 's,;aKz' •s,.i : r.iir, ' ter `i
Ofida y,.
WE Series
:ma1 p<"� PROSURANCE AVAILABLE FOR RESIDENTIAL
,,="" z 4 .:,;“b APPLICATIONS.
- '=tJ hei' . .0111.
APPLICATIONS a Shaft: Corrosion-resistant, Single phase(60 Hz): can be operated continuously
Specifically designed for the stainless steel.Threaded •Capacitor start motors for without damage when fully
following uses: design. Locknut on all models maximum starting torque. submerged.
• Homes to guard against component •Built-in overload with • Bearings: Upper and
• Farms damage on accidental reverse automatic reset. lower heavy duty ball bearing
• Trailer courts rotation. •SHOW or STOW severe duty construction.
• Motels ■Fasteners:300 series oil and water resistant •Power Cable:Severe duty
• Schools stainless steel. power cords. rated,oil and water resistant
• Hospitals ■Capable of running dry ''N -1 HP models have Epoxy seal on motor end
• Industry without damage to NEMA three prong provides secondary moisture
• Effluent systems components. grounding larger
barrier in case of outer jacket
p •bar 1 1/2 P and larger units have damage and to prevent oil
■Designed for continuous bare lead cord ends. g
SPECIFICATIONS operation when Fully
Three phase(60 Hz): wicking.Standard curd is 20'.
Optional lengthsthe are available.submerged.
•Class 10 overload protection
•Solids handling capabilities: MOTORS must be provided in •0-ring:Assures positive
'/,"maximum. sealing against contaminants
•Discharge size: 2"NPT. ■ Fully submerged in separately ordered starter and oil leakage.
•Capacities:up to 140 GPM. high-grade turbine oil for •STOW power cords all have AGENCY LISTINGS
•Total heads: up to 128 feet lubrication and efficient heat bare lead cord ends.
TDH. transfer. Tested is ut 778 and
■Designedfor Continuous csA2z-2loestandard,
•Temperature: ■Class B insulation on $r��'° By Canadian Standards
104°F(40°C)continuous V3-11/2/r HP models. Operation:Pump ratings are Association
140°F(60°C)intermittent. •Class F insulation on 2 HP within the motor manufacturers c us rue#LR38549
•See order numbers on models, recommended working limits, Goulds Pumps is 1509001 Registered.
reverse side for specific HP
voltage,phase and RPM's METERS FEET
40- 130 1'I i-r-T -1 -1-7-7-1-1- f'- i j r -
available. wE+s", Z . ( 1 _ SERIES.w4 i
120 t , — 1 1 ,_ _ . SIZE SOLIDS
_ yJ, _ RPM 3500 R
FEATURES 1wezo" I i .I rf-s GPM �{ 1715°
Yit`
110
■ Impeller: Cast iron, semi- 3°- I l . - r _ j 'T I"F"
open, non-clog with pump- 90-"'E'j" __- I I_ _ I - sTr _.t . - -r__ _.0
out vanes for mechanical r 25- 80 'elm{ ----I---1 , u I j ' S -
seal protection. Balanced for a 70 �1---1----i-..; 1' f -I 1 :I I } -1 i
smooth operation,Silicon i 20- E07H �. -) -, L. .L.1.1....-IL- 1 ( -- f 7- �
bronze impeller available as r, 60 w05 1' }- I .-1"--[1-1-111
11
an option. F 1s- so i-�- 4 -�- - 4:-___L........„, _9_1__-_---, 1
•Casing:Cast iron volute o 40 �o - 1 - 1- ' _ I i I L. I f 1- 121-- �- r -r -I
type for maximum efficiency. 10- 301 wE0 rr-�__,. ' -I_f f- i 1-- 1 • 17 It_i L. ` 4. J_
2"NPT discharge. 20 vEo3 ,. I t " E �t H -1__i_-_,L_.! f_ , ._
•Mechanical Seal:SILICON 5- r i i 1 , , r '`I f �
CARBIDE VS. SILICON 101 , i i ( 1 - I J � I I r 1_�I
CARBIDE sealingfaces. °- ° —`— 1-� -"-- -`� — i-- I �'-'-"I"-
0 10 20 30 40 50 60 7D 80 90 100 110 120 130 140 150 160 GPM
Stainless steel metal parts, I 1 , 1 I t 1 I 1 I , 1 I 1 I
BUNA-N elastomers. o 5 10 15 20 25 30 35 n"Por
CAPACITY
Goulds Pumps
0 2004 ITT Water technology,Inc. ulITT Industries
Effective December,2004 www.goulds.com
B3885
MGOULDS PUMPS Submersible
COMPONENTS ` Effluent
�% c�,, Pump
J ,
Item No. DescriptionMODEL3885r`'�2. E „> 41 `F&
-'1'lw.w
ra
1 Impeller ; Uig' ,Qj I,
2 Casing } �
3 Mechanical Seal s 1{ r.9.1.•
1.3 ilt A 6 W E Series
4 Motor Shalt ! i frwY`:: ',` 4
5 Molar 8 S.X I d 3
6 Ball Bearings \ �,1{4 ,
7 I Power Cable 1 {I {
8 Casing 0-Ring 2---*/ 71
MODELS PERFORMANCE RATINGS(gallons per minute)
Order No. HP . Volts Phase Max.Amp. RPM Solids Wt.(lbs.) Order
MOIL WEQIM WEo5H WE0711 WE1cH WPM WEISHR wc15RH WENN
WE03111 115 10.7 No.
WE0318L 208 6.8 HP '/, % '/: Is 1 1/ 'I, 1'h 2
WE03121 'A 230 4.9 1750 56 RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500
WE0311M 115 10.7 5 86 _
WE0318M 208 1 6.8 10 70 63 78 94 - - 58 95 -
WE0312M 230 4.9 15 52 52 70 90 103 128 53 93 138
WE0511H 115 14,5 20 27 35 60 83 98 123 49 90 136
WE0518H 208 8.125 - - 48 76 94 117 45 87 133
WE0512H 230 7.3 2s 30 - - 35 67 88 110 40 83 130
WE0538H 200 4.9 3 35 - - 22 57 82 1 103 35 80 126
WE0532H 230 3 3.3 _ 40 - - - 45 74 I 95 30 77 121
WE0534H 450 1.7 45 - - - 35 64 86 25 74 116
WE0537H h 575 1.4 60
50 - - - I 25 53 77 - 70 110
WE0511HH 115 14.5 i 55 - - - - 40 67 - 66 103
WE0518HH 208 1 8.1 F 60 - - - - 30 56 - 63 96
WE0512HH 230 7.3 r2 65 - - - - 20 45 - 58 89
WE0538HH 200 49 70 35 55 81
WE0532HH 230 3 3.6 75 - - - - - 25 - 51 74
WE0534HH 460 1.8 80 47 66
WE0537HH 575 15 90 - - 37 49
WE0718H 208 1 11.0 100 28 30
WE071211 230 10.0
WE0738H ''A 200 _ 6.2 DIMENSIONS
WE0732H 230 3 5.4
WE0734H 460 2.7 R' (All dimensions are in inches.Do not use for construction purposes.)
WE0737H 575 2.2 70
WEI018H 208 I 14.0 A ,.
WE1012H 230 12.5 3500
WE103811 1 200 8.1 I< 11'6" a. I
�
WE1032H 230 3 7.0 AOiATION IF 52i
WE1034H 460 _ 3.5
WE1037H 575 2.8 '1/4„i'6,2,„,
I6WE1516H 208 1 17.5WE1572H 230 I5.78Y,WE1538H 200 _ 10.6WE1532H 230 3 9.2WE1534H 460 4.6 , NICK-BACK ? Is c- r �, Y
WE1537H 1/ 575 3.7 80 r1.
WE1518HH 208 1 17.5
WE1512HH 230 15.7
WE1538H11 200 10.6
W'E1532HH 230 3 9.2 Goulds Pumps is a brand of ITT Water Technology,Inc.-
WE1534HH 460 4.6
WEI537HH 575 3.7 a subsidiary of ITT Industries, Inc.
WE2012H 230 1 18.0 Goulds Pumps and the ITT Engineered Blocks Symbol are
WE2038H 200 12.0 registered trademarks and tradenames of ITT Industries.
WE2032H 2 230 3 11.6 83
WE2034H 460 5.8
WE2037H 575 4.7 Goulds Pumps
ITT Industries
PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT r0 CHANGE WITHOUT NOTICE.
Rehobeth United Methodist Church
#Seats Employees
Sanctuary 322 4 @25 gpd 100 gpd total
Fellowship Hall 249
Day #Attendance GPD Daily Flow(gal)
Sunday 571 3 1713
Monday 4 25 100
Tuesday 4 ` 25 100
Wednesday 249 3 747
4 25 100 *add 4 employees
Thursday 4 25 100
Friday 4 25 100
Saturday 322. 3 966 *worst case is sanctuary
Weekly Total 3926 gallons
Equalization Cycle is: (1 week) 7 days
Equalized Daily Flow: 560.86 gal/day
Drainfield is sized for a daily waste flow of: 561 GPD
LTAR .0.25
Trench Bottom area is: 2244 ft^2
Trench Width: 3 feet
Linear Footage: 561 feet *25% reduction for using chambers
Dose Volume: 280.5 gal (dose twice per day)
77% (4"corrugated drainline capacity)
(must be between 40%and 80%)
Flow Balance:
Day In Out Residual
Saturday 966 561 405
Sunday 1713 561 1557 *Peak
Monday 100 561 1096
Tuesday 100 561 635
Wednesday 847 561 921
Thursday 100 561 460
Friday 100 560 0
Total 3926 3926 0
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
ON-SITE WASTEWATER SECTION
INNOVATIVE WASTEWATER SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWWS-2004-01
FOR: Flow Equalization System
APPROVAL DATE: July 6, 2004
In accordance with NCGS I30A-343 and 15A NCAC 18A .1969, a flow equalization
system has been found to meet the standards of an innovative system and is approved for
use, subject to the conditions of this innovative approval. A notice of this proposed
approval has been published in the North Carolina Register and the Department has
received public comment on the application for over 30 days after the date of publication
in the Register. This approval, including the specifications of circumstances in which use
of a flow equalization system is appropriate and conditions and limitations related its use,
reflects the Department's consideration of all public comment received.
I. Permitting:
Flow Equalization systems may be used for non-residential facilities that regularly
and predictably operate at less than full capacity. Examples of applicable facilities
include:
• Churches,
• Schools,
• Offices,
• Flea Markets, and
• Stadiums
Other facilities may be permitted for flow equalization when specifically approved
by the State on a case-by-case basis.
This approval does not include flow equalization prior to pre-treatment devices.
The local health department shall issue an Improvement Permit or Construction
Authorization allowing for the use of the proposed innovative system upon a
finding that all provisions of this approval and all other applicable rules shall be
met. The Construction Authorization shall contain conditions regarding the design,
installation, and use of the flow equalization system. The Operation Permit shall
specify system components, requirements for O&M, and restrictions on operation
of the facility.
1
Use of flow equalization in systems that have a design flow exceeding 3000 gallons
per day or when the criteria of this innovative approval are proposed not to be
followed may be considered for review and approval by the State on a case-by-case
basis, prior to permitting by the local health department.
Il. Flow Equalization Terms:
a. Equalized Daily Flow (EQ) - The total volume of wastewater generated by flow
events at the facility during the flow equalization cycle divided by the number
of days in the cycle.
b. Flow Equalization Cycle—The time period in which wastewater will be stored
and dosed. Ex. 7day cycle, 14 day cycle, etc.
c. Flow Event—An event in the flow equalization cycle in which wastewater will
be generated. Ex/ church service, sporting event, day of operation, etc.
d. Orifice Control Device—A calibrated flow restriction placed in the supply line
prior to the nitrification field that allows the flow to be controlled.
e. Flow Balance— A daily account of the amount of stored effluent in the
equalization tank which is derived from the incoming flow, residual storage, and
the outgoing flow. The flow balance shows the day of the week, the amount of
wastewater generated, the amount of wastewater dosed, and the residual amount
of effluent left in the dosing tank each day. At the end of the flow equalization
cycle, the sum of the incoming flow should equal the sum of the amount dosed.
Ill. System Description:
a. Minimum pretreatment by septic tank and effluent filter as required in 15A
NCAC l8A .1952.
b. Grease Trap as required in 15A NCAC 18A .1955(k)
c. Equalization/Pump Tank
d. Timer Control Panel
e. Pump
f. Pressure Manifold, LPP distribution system, other pressure dispersal devices, or
an Orifice Control Device when serial distribution is utilized
g. Nitrification Field
IV. Siting Criteria:
The Flow Equalization System with timed dosing may be utilized on sites that meet
the following criteria.
a. Sites classified suitable or provisionally suitable in accordance with rules .1939
.1948;
b. Sites reclassified provisionally suitable in accordance with Rule .1956;
c. Sites meeting the criteria for low pressure pipe systems in accordance with Rule
.1957(a)(2); or
2
d. Sites meeting the criteria for Innovative Systems set forth in Rule .1969, or
other sites meeting the requirements for systems specifically approved by the
State.
V. System Sizing and Design Criteria:
a. Septic Tank& Effluent Filter: The septic tank and effluent filter shall be
designed and constructed in accordance with Rule .1952, .1953, and .1954 and
sized in accordance with .1952 (b) (2) where "Q" is the largest projected 24
hour waste flow in the flow equalization cycle.
b. Grease Traps: The grease trap shall be designed and constructed in accordance
with Rules .1952, .1953, .1954 and .1955 (k)(3) and (k)(4). Grease traps at
churches with kitchens shall be sized at a minimum of 1 gallon/seat [in the
dining area]. The minimum liquid capacity of any grease trap shall be 1,000
gallons.
c. Equalization/Pump Tank: The pump dosing tank shall be sized to allow for:
i. Pump submergence: Effluent volume that covers the pump and the motor
housing, or in accordance with pump manufacturer's suggestions, but in
no case shall less than 12 inches of effluent remain in the tank at all times.
The pump intake shall be at least 5" from the interior bottom of the tank;
ii. Minimum Dose Volume: Minimum dose required based on the size of the
nitrification field (see below);
iii. Equalization Volume: The highest cumulative volume of effluent as
indicated by the flow balance calculation;
iv. High-Water Level Alarm: The high-water alarm shall be set to activate at
or above the equalization volume; and
v. Emergency Storage Volume: Effluent volume that equals Q as defined in
V(a).
d. Pump: In addition to the applicable requirements of 1952(c)(2), (3) and (4) the
pump shall be sized to deliver the minimum required flow at the total dynamic
head. The pump shall also deliver a flow that meets or exceeds a scour velocity
of 2 feet/second, using Q= (V) (2.45d2), where V=scour velocity= 2
feet/second and d= inside pipe diameter in inches. The minimum delivery rate
at a residual operating pressure of 2 feet shall be at least:
i. 13 GPM for I-'A inch Sch 40 pipe,
ii. 21 GPM for 2 inch Sch 40 pipe,
iii. 46 GPM for 3 inch Sch 40 pipe
e. Control Panel: The control panel shall meet State approval and meet the
specifications set forth in Rule .1952 (c)(6) with the additional requirements of:
i. High-water level alarm event counter
ii. Timer over-ride counter
3
iii. Pump event counter
iv. Pump elapsed time meter
v. Magnetic motor contactor
vi. 1-IOA switch
vii. Control circuit fuse
viii. Alarm circuit fuse
ix. Float switch terminal block
x. For each pump, either a:
- Programmable timer with variable controls for setting the on and off
times from .05 seconds to 30 hours, or
- a repeat cycle timer that afford the amount of control needed for pump
run time and off time.
xi. Circuit breaker for each pump
xii. Circuit breaker for the alarm /control circuit
xiii. NEMA 4X Alarm strobe beacon
xiv. NEMA 4X Alarm Horn (83 decibels @ 3' minimum) w/auto reset
xv. NEMA 4X Exterior Horn Test/Normal/Silence Switch
xvi. Ground lug
xvii. 2 Lockable Hasps or one lockable hasp & 2 captive screws opposite the
hinges of the NEMA 4X enclosure
xviii. Pump Run light
Controls shall require the pump enable float switch to be activated (minimum
dose volume present) before the start of any pump cycle. Cycles shall be shut
off by the run timer or the low-water cut-off float(not by deactivation of the
enable float).
Approved flow equalization panel models shall be listed on the On-Site
Wastewater Section web page. (http://www.deh.enr.state.nc.us/oww).
f. Alternating duplex or sequencing multiplex pumps are required for any system
with 3000 gallons or more per any 24-hour flow period (Q>3000 gallons), the
system requires 2000 linear feet or more of nitrification line, or the equalized
daily flow is 1500 gallons or greater. The control panel shall meet the additional
requirements of.1952 (c)(7) and include a programmable timer for each pump.
The control panel shall be designed to sequence dosing events between pumps.
The HOA switches in duplex and multiplex panels shall enable the operator to
shut off one or more fields with the fields remaining in service dosed
automatically, sequentially and uniformly.
g. Remote alarms and telemetry may be specified on a system-specific basis.
h. The control panel shall be mounted within 10 feet of the pump tank and at a
height to allow the Operator in Responsible Charge (ORC) to easily adjust and
observe the timer control device and other appurtenances of the control panel
(e.g., center of box to be 3 to 5 feet above finished grade).
4
i. Pressure manifold, low-pressure pipe distribution or drip distribution shall be
required for all flow equalization systems. Serial distribution may be used for
retrofitting existing serial distribution systems if the effluent flows through an
orifice control device before the flow becomes gravity (orifice shall be
minimum of for 1-1/2-inch supply line, I-inch for 2-inch supply line in
order to achieve minimum 2-fps scour velocities). An accessible turn-up with a
threaded cap and regulating valve shall be provided prior to the orifice control
device to allow regulation of the flow (note: do not adjust flow to be less than
necessary to achieve 2-fps scour velocity).
j. Floats: The following floats shall be provided and shall meet the requirements
of Rule .1952 (c)(5)
i. A low - level / redundant-off switch shall prevent the pump from running
in the event the level in the tank is below the pump intake.
ii. A timer-enabling switch shall be set at or above the pump submergence
level and shall not allow for partial doses.
iii. A high-level alarm shall activate after the equalization volume is
exceeded. If there is a controlled delay before alarm activation, the delay
shall be no more than 5 minutes. After being silenced, the alarm horn shall
automatically reset and shall be audible with each high level event. The
alarm event counter shall record each activation of the alarm.
iv. A timer override switch located at or above the alarm shall dose no more
than a designed dose event to the drainfield. The alarm shall re-activate at
each override event. The timer override float may be integral with the
alarm float.
Other sensor devices may be utilized as approved by the State but must meet all
four float actions.
k. Dosing Volume: The dosing volume shall be calculated based on the size of the
nitrification fields and the number and frequency of the dosing events desired
per day. The minimum and maximum pump run times shall be in accordance
with pump manufacturer's recommendations. The dosing volume shall be
calculated based on 40 to 80 percent of the drainline pipe volume for
conventional systems and 5 to 8 times the lateral volume for low-pressure pipe
or drip systems.
I. Drain field: The equalized daily flow (EQ) shall be calculated by adding the
design daily flow for each event as determined by Rule .1949 in the flow
equalization cycle and then dividing by the number of days in the cycle. Under
this approval, the maximum number of equalization days is 14 unless otherwise
approved by the State on a case by case basis. The nitrification field shall be
sized by dividing the equalized daily flow (EQ) by the LIAR as determined in
.1955, .1956 and 1957.
5
Example #1 (Church):
Assume: 200-seat church with a kitchen. The daily design flow is 5 gallons/seat.
The site has a clay (Group IV) soil. The church has services on Sunday and
Wednesday with extracurricular events (weddings, reunions, suppers, etc.) on
Saturdays. Sunday attendance: 200 members; Wednesday attendance: 100
members and Saturday events: 200 members.
Day Attendance Daily Flow
Sunday 200 members 1000 gallons
Wednesday 100 members 500 gallons
Saturday 200 members 1000 gallons
Weekly Total: 2500 gallons
Equalization cycle is 1 week(7 days)
Equalized Daily Flow: 2500 gallons/7 days= 358 gallons/day
The drainfield is sized for a daily waste flow of 358 GPD.
Trench bottom area is: 358 gpd/0.25 LTAR = 1432 ft2.
Linear footage: 1432 ft2/3 feet wide trenches =477 ft.
Dose Volume: 179 gallons (58% of 4" corrugated drainline capacity)
Flow Balance:
Day In Out Residual
Saturday 1000 gal.* 358 gal. 642 gal
Sunday 1000 gal. 358 gal. 1284 gal.**
Monday 0 358 gal 926 gal.
Tuesday 0 358 gal 568 gal.
Wednesday 500 358 gal 710 gal
Thursday 0 358 gal 352 gal
Friday 0 358 gal 0
Total: 2500 gal. 2506 gal 0 gal
Pump Tank Sizing
Assuming a pump height of 18" and a tank with 30 gallons per inch:
Pump submergence volume =540 Gallons
Dose Volume = 179 Gallons
6
Equalization Volume = 1284 Gallons **
Emergency Storage Volume = 1000 Gallons *(highest daily flow)
Adding the volumes yields a required dosing/equalization tank volume of 3003
Gallons.
Dosing Regime: 179 gallons every 12 hours. Given a measured pump delivery
rate of 40 gpm, the repeat cycle timer would be set at 4.5 minutes "on" and 12
hours (or 11.9 hours) "off'.
Example #2 (Day School):
Assume: 200-student day school (no food service or gym). The daily design flow
is 10 gallons/student. The site has a clay (Group IV) soil. The school has classes
Monday through Friday
Day Attendance Daily Flow
Monday 200 students 2000 gallons
Tuesday 200 students 2000 gallons
Wednesday 200 students 2000 gallons
Thursday 200 students 2000 gallons
Friday 200 students 2000 gallons
Weekly Total: 10,000 gallons
Equalization cycle is I week (7 days)
Equalized Daily Flow: 10,000 gallons/7 days = 1429 gallons/day
The drainfield is sized for a daily waste flow of 1429 GPD.
Trench bottom area is: 1429 gpd/0.3 LTAR= 4763 ft2.
Linear footage: 4763 ft2/3 feet wide trenches = 1588 ft.
Dosing Volume: 714.5 gallons (69% of 4" corrugated drainline capacity)
Flow Balance:
Day In Out Residual
Monday 2000* 1429 gal 571 gal.
Tuesday 2000 1429 gal 1 142 gal
Wednesday 2000 1429 gal 1713 gal
Thursday 2000 1429 gal 2284 gal
Friday 2000 1429 gal 2855 gal**
Saturday 0 1429 gal. 1426 gal
Sunday 0. 1429 gal 0 gal.
Total: 10,000 gal. 10,003 gal 0 gal
7
Pump Tank Sizing
Assuming a pump height of 20" and a tank with 125 gallons per inch:
Pump submergence volume = 2500 Gallons
Dosing Volume =715 Gallons
Equalization Volume = 2855 Gallons **
Emergency Storage Volume =2000 Gallons "(highest daily flow)
Adding the volumes yields a required dosing/equalization tank volume of 8070
Gallons.
Dosing Regime: 714.5 gallons every 12 hours. Given a measured pump delivery
rate of 62 gpm, the repeat cycle timer would be set at 11.5 minutes "on" and 12
hours (or 11.8 hours) "off'.
Example #3 (Flea Market):
Assume: A 200-vendor flea market with 25,000 square feet of covered floor
space (120 gpd/1000 sq.ft. of covered floor space). The site has a clay (Group IV)
soil. The flea market operates on Friday, Saturday, and Sunday.
Day Daily Flow
Friday 3000 gallons
Saturday 3000 gallons
Sunday 3000 gallons
Weekly Total: 9000 gallons
Equalization cycle is 1 week(7 days)
Equalized Daily Flow: 9000 gallons/7 days= 1286 gallons/day
The drainfield is sized for a daily waste flow of 1286 GPD.
Trench bottom area is: 1286 gpd/0.3 LTAR =4287 ft2.
Linear footage: 4287 ft2/3 feet wide trenches= 1429 ft.
Dosing Volume: 429 gallons (46% of 4" corrugated drainline capacity)
Flow Balance:
Day In Out Residual
Friday 3000 gal.* 1286 gal. 1714 gal
Saturday 3000 gal. 1286 gal. 3428 gal
Sunday 3000 gal 1286 gal 5142 gal**
Monday 0 1286 gal 3856 gal.
Tuesday 0 1286 gal 2570 gal.
Wednesday 0 1286 gal 1284 gal
Thursday 0 1286 gal 0 gal
Total: 9000 gal. 9002 gal 0 gal
8
Pump Tank Sizing
Assuming a pump height of 20" and a tank with 125 gallons per inch:
Pump submergence volume = 2500 Gallons
Dosing Volume =429
Equalization Volume = 5142 Gallons **
Emergency Storage Volume =3000 Gallons *(highest daily flow)
Adding the volumes yields a required dosing/equalization tank volume of 11,071
Gallons.
Dosing Regime: 429 gallons every 8 hours. Given a measured pump delivery rate
of 50 gpm. The repeat cycle tinier would be set at 8.6 minutes "on" and 8 hours
(or 7.86 hours) "off'.
VI. Installation and Testing Procedures:
a. A pre-construction conference shall be required to be attended by the system
designer, installer, local health department, licensed soil scientist and registered
professional engineer, as applicable, prior to beginning construction of the flow
equalization system.
b. The septic tank, dosing tank, risers, and pipe penetrations shall be demonstrated to
be watertight by a 24-hour leak test (no measurable leakage in 24 hours). The test
shall be run with risers and inlet/outlet pipes installed.
c. Care shall be taken during system installation to prevent extraneous debris from
entering the tanks, supply lines or distribution network. Supply lines, manifolds
and orifice control devices shall be flushed out prior to system startup.
d. A pump delivery rate shall be measured and the timer control device adjusted
according to the measured delivery rate to achieve the equalized daily flow. The
time dosing control panel manufacturer's recommendations shall be followed for
system start-up. The timer control device shall be setup per the system design
specifications in accordance with the measured pump delivery rate by the operator
in responsible charge (ORC). All floats, counters, meters, timers, and alarms shall
be tested for functionality. If needed the control panel manufacturer's
representative shall be present during system start-up.
e. All other mechanical components, pump(s), pump cycling, filters, etc., as
applicable must be demonstrated to be fully operable in accordance with their
design.
9
VII. Operation, Maintenance and Monitoring Requirements
a. System management entity shall be comparable to a Type V system in Rule
.1961(b), Table V (b). Inspection/maintenance and reporting frequency
requirements shall be as (unless more frequent visits are required based on the
pretreatment or effluent distribution system and specified in the Operation
Permit):
Equalized Flow ORC Insp. Interval LHD Insp. Interval
<1500 gpd 2/year 1/year
1500 -3000 gpd 4/year 1/year
3000 — 10000 gpd 12/year 1/year
> 10000 gpd 1/week 1/year
If telemetry is provided and the ORC response time is 2 hours or less per the
maintenance contract, the inspection frequency may be reduced as follows (unless
more frequent visits are required based on the pretreatment or effluent distribution
system and specified in the Operation Permit):
Equalized Flow ORC Insp. Interval LHD Insp. Interval
<1500 gpd 1/year 1/year
1500 —3000 gpd 2/year I/year
3000— 10000 gpd 6/year 1/year
> 10000 gpd 1/14 days 1/year
b. The Operator in Responsible Charge (ORC) shall provide monitoring reports to
the local health department within 30 days of each required inspection. The ORC
shall maintain a log of all malfunction incidences/notifications, observations,
maintenance activities, and meter readings of pump run events, pump run times,
override events, and high-level alarm events at each visit. Minimum maintenance
during each required inspection shall include visual observation of the drainfield,
checking/cleaning filter screen(s), measuring delivery rate, and recording flow
meter reading, pump run times, cycle counts, high-level events, and water meter
readings where applicable. At least once per year, orifice control devices shall be
flushed, pressure head measurements made, and solids accumulation in the tanks
shall be measured and recorded. Necessary adjustments to timer settings shall be
pre-approved by the local health department, and adjustment times noted in the
monitoring log and reports.
c. The ORC shall also conduct other additional observations, measurements,
monitoring, and maintenance activities as specified in the Operation Permit and as
recommended by the timer control panel manufacturer.
10
VIII. Responsibilities and Permitting Procedures:
a. An application for a Flow Equalization system shall include everything as
required in Rule .1937 and at least the following information:
i. A floor plan of the facility with a plumbing fixture schedule,
ii. Days of operation,
iii. Frequency of regular and special events,
iv. Number of employees,
v. Number of people in attendance at events,
vi. Trips per day,
vii. Parking capacity,
viii. Building code occupancy limits for the structures, and
ix. Any other information required to calculate an accurate design flow.
b. All systems shall be designed by a North Carolina registered professional
engineer; local health department authorized agent or by an individual with
advanced pump system training. The system shall be designed by a professional
engineer when:
i. pretreatment components have not received prior state approval, or
ii. daily event flow (or Q) is 3,000 gallons per day or greater, or
iii. duplex pumps are otherwise required per Rule .1952 (duplex pumps are
required if linear footage of nitrification trenches exceeds 2000 feet) or this
approval (equalized daily flow is 1500 gallons per day, or greater),
iv. when either the septic tank or equalization tank volume exceeds 6000 gallons,
or
v. at any site proposed for flow equalization if so specified by the local health
department.
When required, plans and specifications shall be prepared, reviewed and approved
in accordance with Rules .1938 (e) and (f).
c. Prior to the issuance of an Authorization to Construct for a Flow Equalization
system with time dosing, site specific plans and specifications shall include:
i. Septic tank, effluent filter, grease tank(if applicable), and dosing tank
specifications including the specification that all tanks shall be state approved.
ii. Preparation of a Flow Balance spreadsheet.
iii. Level sensing devices (float) elevation (feet above sea level or in relation to
the interior bottom of the tank) detail showing redundant"off', timer enable,
high-level "on" and timer over-ride settings.
iv. Specific plans and specifications for the control panel, with preliminary pump
run time and pump off time specified.
v. Effluent Pump specifications: (gpm @ TDH).
II
vi. Flow specifications for the distribution device(Pressure manifold, LPP
network, drip network, or orifice control device if serial distribution is used).
d. The system shall be installed by a contractor who is registered to install systems
in the county of the installation. The contractor shall coordinate the installation
with the designer and the local health department.
e. Prior to issuance of an operation permit a contract for operation and maintenance
shall be executed between the system owner and an ORC as required in
accordance with Rule .1961(b). A condition of the operation permit shall be that
a contract for operation and maintenance with an ORC shall remain in effect for
as long as the system is to remain in use.
f. The Operation Permit shall contain conditions such as:
1. Maximum flow (includes)
i. Equalized Daily Flow
ii. Flow Equalization Cycle
iii. Flow Event
2. Number of events per equalization period,
3. Limitations on attendance or usage of the facility,
4. Hours of operation,
5. Number of days between events,
6. Initial timer settings,
7. Measured pump delivery rate,
8. Other contingencies such as a contract with a certified pumper, and
9. The Operator in Responsible Charge may reset the timer settings only after
approval from the Local Health Department.
g. For systems required to be designed by a professional engineer or by an
individual with advanced pump system training, the designer must certify in
writing that the system was installed in accordance with the approved plans and
specifications prior to Operation Permit issuance.
IX. Repair of System:
The provisions of I5A NCAC 18A .1961 shall govern the use of the Flow
Equalization System for repairs to existing malfunctioning wastewater systems.
Approved by: Date:
12
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Shed of__
DIVISION OF ENVIRONMENTAL HEALTH PROPERTY ID it
ON-SITE WASTEWATERSECIION COUNTY:
SOIIJSIIts EVALUATION
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LOCATION OF SITE�:l PROPERTY RECORDED:
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RD TERRELL, 28682
This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and
personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may
arise from this map/report product or the use thereof by any person or entity.
Copyright 2014 Catawba County NC
06/30/2016
FILED ea-tavern county .
on Aug 29,2016 st 10:20:00 am
EKCIGe Tar $0.00 (PS)
•
INET.1114671
•
. DON NA HICKS SPENCER,
Register at Deeds
•
--- Easement and Right of Way ex 03358 x1995-7995
•
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
•
REPIOBETH UNI I ED METHODIST CHURCH
• EASEMENT AND RIGHT OF WAY
BE IT KNOWN BY THESE PRESENTS, that Paul Allen Beatty, Jr. and
Patti Beatty Goodwin, Co-Executors of the Shirley Virginia Beatty Estate
hereinafter called"Grantor", in consideration of the sum of One Dollar
(51.00) and other valuable consideration, the receipt and sufficiency of
which Grantor acknowledges, does hereby grant unto Rehobeth United
Methodist Church, its lessees, licensees, successors, and assigns, hereinafter
called "Grantee", the perpetual right, privilege,easement, and right of way
over, under, and upon the lands of the Grantor hereafter described for the
purposes hereafter designated.
DESCRIPTION OF PROPERTY UPON WHICH
EASEMENT AND RJG11T OF WAY FO.R SEPTIC
SYSTEM IS LOCATED
•
TRACT II 1, 0.727 acres, 31666 SF as shown on Plat Book 76, Page 66
As recorded in the Register of Deeds, Catawba County,North Carolina.
We acknowledge that we arc the co-executors of the Shirley Virginia Beatty
F. to containing the property described hereon.
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Paul •llen Beatty, hi W ao+-%ti.- a e 'i Beatty Goodwin
STATE OF NORTH CAROLINA COUNTY OF CATA WBA •
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certify that -er •life' �. td ���u b., ]V' 'Y & 'fes +,`s
Personally appeared before me this d . td acknowledged that they are the Co,Executors 11 S rl 9. ' :2e-_
Virginia Beatty Estate and that,being authorized to la so,executed the forag ng on boha'pof Sad, tge... -• •• 8
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1900 Reynolda Road, Winston-Salem, NC 27106 TOLL FREE 800.472.9596 DIRECT 336.758.2600 FAX 336.777 1805
Www.g ravly n.Com
Megen McBride
From: Jodi Stewart
Sent: Thursday, September 01, 2015 2:57 PM
To: Megen McBride
Subject: RE:Tract#1 septic easement for 9297 Sherrills Ford Rd
Megen,
That is the language that Debra and I discussed.
Thanks,
Jodi
From: Megen McBride
Sent: Thursday, September 1, 2016 9:36 AM
To: Jodi Stewart
Subject: Tract #1 septic easement for 9297 Sherrills Ford Rd
Jodi.
For purposes of documentation, 1 want to verify the permit condition language you provided. It will read as
follows:
"This permit is issued so long as the easement recorded in Book 3358, Page 1995 of the Catawba County
Registry is found to be legally sufficient. If the easement is found to be legally insufficient, the permit is void."
Thanks for your help, •
Megen
Megen McBride, RENS
Catawba County Environmental Health Supervisor
On-Site Wastewater& Weil Program
(828) 465-2268
mmcbride a eatawbacountvnc.eov
Confidentiality Statement:
1