WQ0033677_Modification_20190813

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PROJECT No. A65502.00
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5067 Foreman St, Bola C-101 EXISTING CONDITIONS AND
Morganton, NC 28655 DEMOLITION PLAN
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C-103 IRRIGATION LINE PLAN AND PROFILE
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A65502.00 - CASE FARMS MORGANTON HATCHERY - IRRIGATION SYSTEM EXPANSION

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NOTES
1. BASE MAP INFORMATION COMPILED FROM NC
ONEMAP, NC FRIS, AERIAL PHOTOGRAPHY AND
OBSERVATIONS FROM SITE VISIT.
2. SUITABLE SOIL BOUNDARY BY SOIL AND
ENVIRONMENTAL CONSULTANTS (S&EC).
3. CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF ALL TRADES AND
SUBCONTRACTORS. CONTRACTOR IS ALSO
RESPONSIBLE FOR FIELD VERIFYING
DIMENSIONS, ELEVATIONS, AND LOCATIONS OF
ALL EXISTING CONDITIONS AND UTILITIES.
4. CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE SOIL EROSION AND
SEDIMENTATION CONTROL REQUIREMENTS.
5. CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE OSHA, NCDOT AND SAFETY
REQUIREMENTS.
6. CONTRACTOR IS RESPONSIBLE FOR REPAIRING
ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY
AND AT NO ADDITIONAL COST TO THE OWNER.
7. LAYOUT OF THE NEW APPLICATION AREA IS
BASED ON FIELD DELINEATION OF SOILS AREA
BY DON WELLS, A LICENSED SOILS SCIENTIST
WITH S&EC. AREAS WILL REQUIRE FILLING IN
OF EXISTING GULLIES AND
MICRO -TOPOGRAPHY. ANY CHANGE IN LAYOUT
BY THE CONTRACTOR OUTSIDE THE
DELINEATED AREA SHALL BE APPROVED BY
THE SOILS CONSULTANT AND THE ENGINEER.
8. PROVIDE MINIMUM 100 FEET OF SEPARATION
FROM ANY WELL AND TREATMENT AND
DISPOSAL SYSTEMS.
REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
SMMANAGER: PROJECTJPH ENGINEER: I
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
AUGUST 5, 2019
MacCONNELL
& Associates, P. C.
CASE FARMS
MORGANTON HATCHERY
IRRIGATION SYSTEM
EXPANSION
BURKE COUNTY, NC
PROJECT NUMBER
A65502.00
DRAWING NUMBER
C-101
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A65502.00 — CASE FARMS MORGANTON HATCHERY — IRRIGATION SYSTEM EXPANSION

INITIAL REVIEW
Reviewer
Project Number*
Thornburg, Nathaniel
WQ0033677
SUBMITTAL DATED: 8/12/2019
Project Contact Information
Rease provide inforrration on the person to be contacted by MB Staff regarding electronic submittal, confirmation of receipt, and other issues.
......................................................................................................................................................................................................................................................................................................................................................................................................
Name * John Harrison
Email Address*
[e-mail]
Project Information
Application Type* r
New
r
Renewal
r
Annual Report
Permit Type * r
Wastewater Irrigation
r
Other Wastewater
r
Closed -Loop Recycle
r
Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number WQ0033677
currently has project
Applicant\Permittee * Case Farms, LLC
Facility Name * Case Farms Morganton Hatchery
Phone Number*
[phone]
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
On behalf of Mr. Paul Taylor and the Case Farms Morganton Hatchery, please find enclosed an electronic copy of
the following for the above referenced project:
❑ Plans and Specifications
❑ Soil Evaluation
❑ Wastewater Irrigation Systems Instructions Form, WWIS 06-16
Thank you for your consideration. If you have any questions or require additional information, please contact me at
[phone].

Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Flans, Specifications, Calculations, Etc.)
Submittal Package.pdf 42.75MB
WIoad only 1 FDF docurrent. Ivultiple docurrents rust be corbined into one FDF file.
For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contact the reviewer or Tessa Monday. If a paper application is required,
be advised, applications accepted for pre -review until both the paper and electronic copies have been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (caIcs, sails report, specs, etc.)
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required}
Mailing address:
Division of Water Resources
1 Division of Water Resources
---------------------------------------------------------------------I-------------------------------------------------
Non-Discharge Branch
------- -----------
I Non -Discharge Branch
1617 Mail Service Center
Att: Nathaniel Thornburg, Y" Floor, Office #942W
---------------------------
------------------------------------------------------------------
Raleigh, NC 27699-1617
'- --------------
1512 N. SalisburySt.
1 Raleivh, NC 27604-1170
For questions or problems contact Tessa Monday [e-mail] or 919.707.3660.
* 17 By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. I also confirm that the uploaded document is a single PDF with
all parts of the application in correct order (as specified by the application).
Signature
Submission Date 8/12/2019

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NOTES
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2. ALL GATE VALVES ARE NORMALLY OPEN
UNLESS SPECIFIED OTHERWISE ON PLAN.
LEGEND
CB
RB
AL
CONTOURS - MAJOR
CONTOURS - MINOR
COMPLIANCE BOUNDARY
REVIEW BOUNDARY
GATE VALVE
PROPOSED WETTED
AREA
DIVERSION BERM
REVISIONS
NO. DATE DESCRIPTION
I PROJECT
SMMANAGER: PROJECTJPH ENGINEER: I
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
AUGUST 5, 2019
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CASE FARMS
MORGANTON HATCHERY
IRRIGATION SYSTEM
EXPANSION
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PROJECT NUMBER I DRAWING NUMBER
A65502.00 C-102
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NOTES
1. SEE C-101 FOR ALL GENERAL NOTES.
LEGEND
CONTOURS - MAJOR
CONTOURS - MINOR
N GATE VALVE
REVISIONS
NO. DATE DESCRIPTION
I PROJECT
SMMANAGER: PROJECTJPH ENGINEER: I
DRAWN BY: CHECKED BY:
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PROJECT NUMBER
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DRAWING NUMBER
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CONTOURS — MINOR
CB COMPLIANCE BOUNDARY
RB REVIEW BOUNDARY
N GATE VALVE
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/ I AREA
\\ \ \ 2\�
REVISIONS
NO. DATE I DESCRIPTION
PROJECTSMMANAGER: PROJECTJPH ENGINEER:
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
AUGUST 5, 2019
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CASE FARMS
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BURKE COUNTY, NC
PROJECT NUMBER I DRAWING NUMBER
A65502.00 C-104
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SEEDING SPECIFICATIONS
1. PERMANENT SEEDING: PERMANENT SEEDING IS REQUIRED FOR ALL AREAS DISTURBED BY CONSTRUCTION
EXCEPT FOR AREAS COVERED BY STRUCTURES, PAVEMENTS, ETC.
2. TEMPORARY SEEDING: TEMPORARY SEEDING IS REQUIRED FOR THOSE AREAS DISTURBED BY CONSTRUCTION
AND LEFT EXPOSED FOR PERIODS OF 15 DAYS OR MORE BEFORE BEING BROUGHT TO FINAL GRADE AND
PERMANENTLY SEEDED. THE FORCE MAIN SHALL BE SEEDED AT THE END OF EACH WORKING DAY TO
MINIMIZE CONSTRUCTION DISTURBANCE ACTIVITIES.
*PRODUCTS:
MATERIALS:
1. FERTILIZER: PROVIDE 10-10-10 COMMERCIAL FERTILIZER CONFORMING TO STATUTORY REQUIREMENTS AND
ALL RULES AND REGULATIONS ADOPTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE.
2. LIMESTONE: PROVIDE LIMESTONE CONFORMING TO ALL STATUTORY REQUIREMENTS AND ALL RULES AND
REGULATIONS ADOPTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE.
3. SEEDING: PROVIDE SEED CONFORMING TO ALL STATUTORY REQUIREMENTS AND ALL RULES AND
REGULATIONS ADOPTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE. PROVIDE SEED MIXTURES
AS TABULATED BELOW. DELIVER SEED TO THE SITE IN ORIGINAL CONTAINERS BEARING THE APPROPRIATE
GUARANTEED MIXTURES. SEED SHALL SHOW A PURITY OF NOT LESS THAN 90 PERCENT AND GERMINATION
QUALITY OF NOT LESS THAN 85 PERCENT.
3A. TEMPORARY MIXTURE:
A. FOR FEBRUARY 1st THROUGH MAY 1st, THE MIXTURE SHALL CONSIST OF 50 POUNDS PER ACRE OF
KOREAN LESPEDEZA WITH 120 POUNDS PER ACRE OF RYE (GRAIN).
B. FOR MAY 1st THROUGH AUGUST 15th, THE MIXTURE SHALL CONSIST OF 40 POUNDS PER ACRE OF
GERMAN MILLET, OR 50 POUNDS PER ACRE OF SUDANGRASS.
C. FOR AUGUST 15th THROUGH DECEMBER 15th, THE MIXTURE SHALL CONSIST OF 120 POUNDS PER
ACRE OF RYE (GRAIN).
3B. PERMANENT MIXTURE:
D. THE PERMANENT SEED MIXTURE FOR AREAS WITH STEEP SLOPES AND AVERAGE SOILS SHALL CONSIST
OF 100 POUNDS PER ACRE OF TALL FESCUE, 20 POUNDS PER ACRE OF SERICEA LESPEDEZA, 10
POUNDS PER ACRE OF KOREAN LESPEDEZA, 5 POUNDS PER ACRE OF REDTOP, AND 5 POUNDS PER
ACRE OF KENTUCKY BLUEGRASS. THE PERMANENT SEEDING MIXTURE FOR AREAS WITH GENTLE SLOPES
AND AVERAGE SOILS SHALL CONSIST OF 60 POUNDS PER ACRE OF TALL FESCUE, 10 POUNDS PER
ACRE OF KENTUCKY BLUEGRASS, 15 POUNDS PER ACRE OF SERICEA LESPEDEZA, AND 10 POUNDS PER
ACRE OF KOREAN LESPEDEZA. THE BEST SEEDING DATES FROM MARCH 1st TO MAY 15th AND JULY
15th TO SEPTEMBER 15th.
E. OTHER MIXTURES: OTHER MIXTURES, AS APPROVED OR RECOMMENDED BY THE SOIL CONSERVATION
SERVICE OR THE NORTH CAROLINA AGRICULTURAL EXTENSION OFFICE MAY BE USED.
4. MULCH: MULCH ALL SEEDED AREAS, EXCEPT WHERE JUTE MESH IS REQUIRED AND DURING PERMANENT
SEEDING. USE UNDAMAGED, AIR-DRIED, THRESHED SMALL GRAIN STRAW FREE OF UNDESIRABLE WEED SEED.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, BY ROVING, OR THROUGH USE OF A MULCH
ANCHORING TOOL.
5. JUTE MESH: USE JUTE MESH, EXCELSIOR MATTING, OR OTHER EFFECTIVE LINING MATERIAL ON SEEDED
AREAS WHERE SLOPE IS STEEPER 2:1 (H/V), SUCH AS WITH GRASS -LINED CHANNELS. USE WOVEN JUTE
YARN WEIGHING APPROXIMATELY 90 lbs. PER 100 sq. yds. AND HAVING 0.75-INCH OPENINGS.
*EXECUTION
1. FOLLOW PROCEDURES SET FORTH IN THE PUBLICATION "GUIDE FOR SEDIMENT CONTROL ON CONSTRUCTION
SITES IN NORTH CAROLINA" BY THE SOIL CONSERVATION SERVICE OF THE UNITED STATES DEPARTMENT OF
AGRICULTURE, AND AS SPECIFIED HEREIN.
2. SPREAD A MINIMUM OF FOUR (4) INCHES OF TOP SOIL OVER ALL DISTURBED AREAS TO THE FINISHED
GRADE.
3. REMOVE ALL GRASS AND WEEDS AND SHAPE THE OVERALL AREA TO EVEN OUT HIGH AND LOW SPOTS.
4. SCARIFY SOIL TO A DEPTH OF THREE (3) INCHES AND WORK INTO A SATISFACTORY SEED BED BY DISKING
OR THROUGH THE USE OF CULTIPACKERS, HARROWS, DRAGS, OR OTHER APPROVED MEANS.
5. THE PREPARATION OUTLINED ABOVE SHALL NOT BE DONE WHEN THE SOIL IS FROZEN, WET, OR OTHERWISE
IN AN UNFAVORABLE CONDITION.
6. BEGIN AND COMPLETE SEEDING OPERATIONS, AS OUTLINED BELOW, AS SOON AS POSSIBLE AFTER FINAL OR
INTERMEDIATE GRADING IS COMPLETED.
7. DISTRIBUTE LIME AND FERTILIZER, AS REQUIRED, UNIFORMLY OVER THE SEED BED. HARROW RAKE OR
OTHERWISE WORK THESE ADDITIONS INTO THE SEED BED.
8. DISTRIBUTE SEED UNIFORMLY OVER THE ESTABLISHED SEED BED. LIGHTLY RAKE THE SURFACE OF THE SEED
BED IN ORDER TO COVER SEED TO A MAXIMUM DEPTH OF 0.25 INCH.
9. COMPACT THE SEED BED WITH AN APPROVED ROLL OR DRAG AFTER COVERING THE SEED.
10. NO LIME, FERTILIZER, OR SEED SHALL BE APPLIED DURING A STRONG WIND, WHEN THE SOIL IS WET, OR
WHEN THE SOIL IS OTHERWISE UNWORKABLE. SHOULD RAIN FOLLOW SEEDING BEFORE ROLLING IS INITIATED,
THE SEED BED SHALL NOT BE ROLLED.
11. NO RIP -RAP IS TO BE PLACED ALONG THE BANKS OF NEW FILL. MAINTAIN THE AREA AND REPAIR ANY
EROSION DAMAGE UNTIL A PERMANENT GROUND COVER IS ESTABLISHED. USE MULCH OR MESH AS
REQUIRED.
*APPLICATION
TEMPORARY SEEDING: FOR DECEMBER 1st THROUGH AUGUST 15th:
1. APPLY LIME ACCORDING TO THE SOIL TESTS OR AT A RATE OF 2000 Ibs./ac. BEFORE SEEDING.
2. APPLY FERTILIZER ACCORDING TO THE SOIL TESTS OR AT A RATE OF 750 Ibs./ac.
3. SEED THE SEED BED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE FOR THE RECOMMENDED
PLANTING SEASON.
4. APPLY GRAIN STRAW AT A RATE OF 4000 Ibs./ac. OR PROVIDE EQUIVALENT COVER OF ANOTHER SUITABLE
COVER. MULCH SHALL BE ANCHORED IN A SUITABLE WAY. WHERE JUTE MESH IS REQUIRED, APPLY THE
PRODUCT ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ANCHOR WITH STEEL
HAIRPIN -SHAPED WIRE STAPLES.
5. REFERTILIZE SEED BED IF GROWTH IS NOT FULLY ADEQUATE, AS DETERMINED BY THE ENGINEER. RE -SEED,
FERTILIZE, AND MULCH ALL DAMAGED, BARE, AND ERODED AREAS IMMEDIATELY AND UNTIL A SUITABLE
COVER IS ESTABLISHED.
TEMPORARY SEEDING: FOR AUGUST 15th THROUGH DECEMBER 30th:
1. APPLY LIME ACCORDING TO THE SOIL TESTS OR AT A RATE OF 2000 Ibs./ac. BEFORE SEEDING.
2. APPLY FERTILIZER ACCORDING TO THE SOIL TESTS OR AT A RATE OF 1000 Ibs./ac.
3. SEED THE SEED BED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE FOR THE RECOMMENDED
PLANTING SEASON.
4. APPLY GRAIN STRAW AT A RATE OF 4000 Ibs./oc. OR PROVIDE EQUIVALENT COVER OF ANOTHER SUITABLE
COVER. MULCH SHALL BE SUITABLY ANCHORED. WHERE JUTE MESH IS REQUIRED, APPLY THE PRODUCT
ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ANCHOR WITH STEEL HAIRPIN -SHAPED WIRE
STAPLES.
5. REFERTILIZE SEED BED IF GROWTH IS NOT FULLY ADEQUATE, AS DETERMINED BY THE ENGINEER. RE -SEED,
FERTILIZE, AND MULCH ALL DAMAGED, BARE, AND ERODED AREAS IMMEDIATELY AND UNTIL A SUITABLE
COVER IS ESTABLISHED.
PERMANENT SEEDING: APPLICATION OF LIME, FERTILIZER, SEED, AND MULCH:
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST.
BERMUDAGRASS MAY BE REPLACED WITH 5 Ibs./ac. CENTIPEDEGRASS.
3. SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000 Ibs./ac.
GROUND AGRICULTURAL LIMESTONE AND 500 Ibs./ac. 10-10-10 FERTILIZER.
4. SEED THE SEED BED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE DURING RECOMMENDED
PLANTING SEASONS. IF GRADING IS COMPLETED AT TIMES OTHER THAN THE RECOMMENDED SEASON,
PROVIDE TEMPORARY SEEDING OR OTHER EROSION AND SEDIMENTATION PROTECTION APPROVED BY THE
ENGINEER UNTIL THE APPROPRIATE PLANTING SEASON BEGINS.
5. MULCH: APPLY 4000 Ibs./ac. GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR BY TACKING ASPHALT, ROVING, OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A
DISC WITH BLADES SET NEARLY STRAIGHT MAY BE USED AS A MULCH ANCHORING TOOL.
6. MAINTENANCE: REFERTILIZE THE FOLLOWING APRIL WITH 50 Ibs./ac. NITROGEN. REPEAT AS GROWTH
REQUIRES. MOW ONLY ONCE PER YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW
AS OFTEN AS NEEDED.
CONSTRUCTION SCHEDULE
1. CONTRACTOR MUST COMPLY WITH REQUIREMENTS HEREIN.
2. INSTALL SILT FENCES (IF APPLICABLE), AND CONSTRUCTION ENTRANCES THROUGHOUT THE PROJECT
SITE, AS SHOWN ON DRAWINGS AND AS DIRECTED BY THE CONSTRUCTION ENGINEER.
3. CLEAR, GRUB, AND STRIP TOPSOIL TO LIMITS REQUIRED FOR CONSTRUCTION. STOCKPILE TOPSOIL AND
SUITABLE FILL MATERIAL IN AREAS DESIGNATED FOR STOCKPILES AND DISPOSE OF WASTE MATERIALS.
4. BEGIN EXCAVATION AND GRADING ACTIVITIES AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE
BEEN INSTALLED AND CONSTRUCTED.
5. AREAS TO BE LEFT DORMANT FOR LONGER THAN 15 DAYS MUST BE TEMPORARILY STABILIZED WITHIN
7 DAYS.
6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
EACH HEAVY RUNOFF -PRODUCING RAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
7. AFTER GROUND COVER IS WELL ESTABLISHED AND THE SITE IS STABILIZED, RETURN TO THE SITE AND
REMOVE ALL TEMPORARY MEASURES INCLUDING SILT FENCES, DIVERSION DITCHES, ROCK CHECK DAMS,
AND OTHER APPLICABLE STRUCTURES. INSTALL PERMANENT VEGETATION TO ALL AREAS DISTURBED
BY THE TEMPORARY MEASURES.
8. FORCE MAIN: THE FORCE MAIN SHALL BE SEEDED AT THE END OF EACH WORKING DAY TO MINIMIZE
CONSTRUCTION DISTURBANCE ACTIVITIES. INSTALL LANDLOK EROSION MAT OR EQUAL AFTER SEEDING IN
AREAS WITH STEEP SLOPES AND AREAS CALLED OUT ON THE E&SC PLAN.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
EACH HEAVY STORM WATER -PRODUCING RAINFALL. ALL NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
TO PREVENT FURTHER DAMAGE AND EROSION. STRUCTURES THAT WILL BE MAINTAINED WILL INCLUDE:
CONSTRUCTION ENTRANCE/EXIT: INSPECT CONSTRUCTION ROAD SURFACE REGULARLY, MAINTAIN IN A
CONDITION TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TOP -DRESS WHEN NEEDED. SEDIMENT
TRANSPORTED TO PUBLIC ROADS SHALL BE REMOVED DAILY.
SILT FENCE (IF APPLICABLE): ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES OR BECOMES
INEFFECTIVE WILL BE REPLACED IMMEDIATELY. REMOVE SEDIMENT DEPOSITS BEHIND FENCE WHEN
SEDIMENT ACCUMULATES TO 6 INCHES.
STOCKPILES: STOCKPILES SHALL BE CHECKED FOR SEDIMENTATION AND STABILIZATION.
ENERGY DISSIPATORS: INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
GRAVEL FILTER: MAINTAIN THE GRAVEL FILTER IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT AND CLEAN IT OUT AS NECESSARY.
SEEDING, FERTILIZING, AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND
NECESSARY REPAIRS SHALL BE MADE WITHIN THE SAME SEASON, IF POSSIBLE.
2. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE
RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.
IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER SHALL BE PROVIDED
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS.
TOTAL DISTURBED AREA: 0.72 AC.
(AT 3-9" MAX WIDTH FOR <6"O PIPE = 31,380 SF OR 0.72 AC.)
Ground Cover Stabilization
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Perimeter dikes,
swales, ditches,
7 Days
None
and slopes
High Quality
Water (HQW)
7 Days
None
Zones
If slopes are 10' or
Slopes Steeper
less in length and are
than 3:1
7 Days
not steeper than 2:1,
14 days are allowed
7-days for slopes
Slopes 3:1 or
14 Days
greater than 50 feet
flatter
in length
All other areas
None (except for
with slopes flatter
14 Days
perimeters and HQW
than 4:1
Zones)
EXISTING
GRADE
3
D-101
BACK FILL MIN 8"
THICK LAYER OF GRAVEL
V-2"
EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH
FILTER FABRIC
COMPACTED FILL
STANDARD SEDIMENT FENCE
SCALE: NTS
NOTES:
1. GRAVEL PAD TO BE 25'-0" x 50'-0" AND 6" THICK MINIMUM
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE SHALL BE
NECESSARY.
5. ANY MATERIAL DEPOSITED ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
6. APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS AND TIMELY MAINTENANCE OF THIS DEVICE MUST BE PROVIDED.
COARSE AGGREGATE
2" - 3"
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: NTS
\ NOTE:
STRAW WADDLE DETAIL
NTS
8"
STRAW
WADDLE
- ::.........
SLOPE VARIES
NOTES
1. SEE C-101 FOR ALL GENERAL NOTES
REVISIONS
NO. DATE I DESCRIPTION
PROJECT MANAGER: PROJECT ENGINEER:
GSM JPH
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
AUGUST 5, 2019
,,',,illflfi 7j1►
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MacCONNELL
& Associates, P. C.
1101 NOWELL RD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CASE FARMS
MORGANTON HATCHERY
IRRIGATION SYSTEMS
EXPANSION
BURKE COUNTY, NC
DETAILS 1 OF 5
PROJECT NUMBER I DRAWING NUMBER
A65502.00 D-101
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A65502.00 - CASE FARMS MORGANTON HATCHERY - IRRIGATION SYSTEM EXPANSION

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MODEL PRXF40
IRCE MAIN
STONE SUMP
ENOUGH TO
-I WARMER SUBZONE)
NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
12"X12"X17" INSULATED POLYBOX
FINISH GRADE
FLEX
AIR VACUUM RELIEF VALVE
(APVBK100C BY GEOFLOW OR
ENGINEER APPROVED EQUAL)
1" PVC BALL VALVE
#57 STONE SUMP
(DEEP ENOUGH TO
REACH WARMER SUBZONE)
3-1/2" FORCE MAIN
3-1/2" X 3-1/2" TEE WITH 1 "
REDUCING BUSHING
1 STANDARD VERTICAL BEND r 2 PRESSURE REGULATOR ASSEMBLY r 3 AIR / VACUUM RELEASE ASSEMBLY
D-102 J NTS D-102 J NTS D-102 J NTS
CFF r-1 n7 Fl1R AIm71 F
NOZZLE INSTALLATION DETAIL WITH 4x4 POST (FOR WOODED APPLICATIONS'
SCALE: NTS
X
5
D-102
ALTERNATE NOZZLE INSTALLATION DETAIL W ITH RCP
SCALE: NTS
NOTES
1. SEE C-101 FOR ALL GENERAL NOTES
I REVISIONS
NO. DATE I DESCRIPTION
PROJECT MANAGER: PROJECT ENGINEER:
GSM JPH
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
AUGUST 5, 2019
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MacCONNELL
& Associates, P. C.
1101 NOWELL RD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CASE FARMS
MORGANTON HATCHERY
IRRIGATION SYSTEMS
EXPANSION
BURKE COUNTY, NC
GENERAL DETAILS
2of5
PROJECT NUMBER I DRAWING NUMBER
A65502.00 D-102
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A65502.00 - CASE FARMS MORGANTON HATCHERY - IRRIGATION SYSTEM EXPANSION

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NOTES:
1. CONCRETE SHALL BE 3,000 PSI MINIMUM. \77
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT C14\\/\\/ TRENCH EDGE OF
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE \\//\\// SEE DETAIL K// CROSSCUT
SHAPE MORE EASILY FORMED WITH THE WIDEST PART
(BLOCKING AREA) AGAINST UNDISTURBED SOIL. I//\// / THRUST BLOCK
AREA (SQ. FT.)
3. NO CONCRETE SHALL COVER ANY BOLTS OR 00 00 THRUST
GLANDS. 11) 1 PSI CONCRETE
_I I+ ° L/j THRUST BLOCKING
4. ALL FITTING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL POLYETHYLENE PRIOR TO POURING 1'_6" UNDISTURBED
BLOCKING. FITTING MIN. SOIL MATERIAL
5. VOLUME OF THRUST BLOCKING SHALL BE AS
SHOWN ON THE THRUST BLOCKING SCHEDULE. TYPICAL SECTION
6" 6 MIN.
MIN.
PIPE
90' BEND
45' BEND
22 1/2' BEND
11 1/4' BEND
TEE
PLUG
SIZE
A
B
A
B
A
B
A
B
A
B
C
D
4"
8"
12"
8"
8"
6"
6"
6„
6"
8"
9"
101,
16"
6"
10"
12"
8"
10"
8"
8"
8"
8"
10"
10"
12"
18"
8"
15"
13"
101,
10"
8"
8"
8"
8"
10"
12"
12"
24„
10"
16"
14"
10"
12"
6"
10"
6"
10"
11"
14"
14"
25„
12"
20"
16"
12"
14"
8"
12"
8"
12"
14"
16"
16"
301,
14"
22"
18"
14"
16"
loll
14"
10"
14"
1611
18"
18"
34"
16"
26"
20"
16"
18"
12"
16"
12"
16"
18"
20"
20"
36"
20"
36"
26"
24"
181,
18"
13"
12"
9"
19"
18"
24"
48"
24"
48"
33"
30"
21"
181,
18"
15"
11"
21"
21"
28"
56"
�)BED
SOIL (TYP.) —
PLAN BENDS
A A
x*j
18" MIN. — 10" 0 & LESS
24" MIN. — 12" 0 & GREATER
SECTION X-X
BENDS & TEES
1 THRUST BLOCK DETAILS
D-103 NTS
8 TO 10
3'-9
2 —2
12
3
—9
PIPE 0 +
2
14 —16
4
—2
PIPE 0 +
2
18
4
—4
PIPE 0 +
2
20 & 21
—4-'---8"'
PIPE 0 +
2
24
4 —11
PIPE 0 +
2
27
5
—9
PIPE 0 +
2
30
6
—7
PIPE 0 +
2
36
7
—4
PIPE 0 +
2
4-2
8
—2
PIPE 0 +
2
48
8
—9
PIPE 0 +
2
54
9—
4
PIPE 0 +
2
60
91-101,PIPE
0 +
2
72'
11
—0'
PIPE 0 +
2'
78"
11'-8"
PIPE 0 +
2'
84"
12'-0"
PIPE 0 +
2'
90"
12'-6"
PIPE 0 +
2'
96"
13'-0"
PIPE 0 +
2'
ULr I
OF CUT
(5) MAXIMUM HAVLMLN I
REPLACEMENT WIDTH
W = TRENCH WIDTH AT MIDPOINT OF
I E. TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH OSHA REQUIREMENTS.
BEGIN SIDE SLOPE, IF USED, APPROX. 18"
ABOVE TOP OF PIPE. (TYP. ALL BEDDING
TYPES)
0 TO 6
S = W +4
> 6' TO 8'
S = W +8'
> 8' TO 10'
S = W +12'
S) = W +16'
4
D-103
TRENCH EXCAVATION LIMITS
NTS
PLAN TEES
i
PLAN & ELEV.
PLUGS
5
D-103
THRUST BLOCK AREA = 1
SF FOR UP TO 3" 0 F.M.
2500 PSI CONCRETE
THRUST BLOCKING —
UNDISTURBED
SOIL MATERIAL
THRUST BLOCK AREA = 1
SF FOR UP TO 3" 0 F.M.
2500 PSI CONCRETE
THRUST BLOCKING
UNDISTURBED
SOIL MATERIAL
3" PVC
FORCE MAIN
a \
TRENCH
SEE DETAIL
45` BEND
k
TRENCH
SEE DETAIL
90` BEND
2 THRUST BLOCKING
D-103 NTS
12" MIN.
OR LARGER TO BE U
IN BACKFILL
ALL'� �Kkil LL SI�-�i4L�I
SUITABLE NATIVE
MATERIAL
RING EXCAVATION, US[
i7 STONE FOR 6" MIN.
M
r
m
FORCE MAIN PIPE LAYING TRENCH
NTS
MARKING STAKE: 3.8"
WIDE x 66" HIGH
WITH POINTED END
SETON OR EQUAL
www.seton.com
3
D-103
10 PVC BALL VALVE
1 SIZE TO SIZE OF PIPE)
FAIN
STONE SUMP
P ENOUGH TO
_.-
H WARMER SUBZONE)
IRRIGATION ZONE VALVE STANDARD
NTS
12" MIN.
s DIVERSION BERM
D-103 NTS
TED
NOTES
1. SEE C-101 FOR ALL GENERAL NOTES
REVISIONS
NO. DATE DESCRIPTION
PROJECT MANAGER: PROJECT ENGINEER:
GSM JPH
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
AUGUST 5, 2019
MacCONNELL
& Associates, P. C.
1101 NOWELL RD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CASE FARMS
MORGANTON HATCHERY
IRRIGATION SYSTEMS
EXPANSION
BURKE COUNTY, NC
GENERAL DETAILS
3of5
PROJECT NUMBER DRAWING NUMBER
A65502.00 D-103
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A65502.00 - CASE FARMS MORGANTON HATCHERY - IRRIGATION SYSTEM EXPANSION

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EXISTING
HATCHERY
GRAVITY FLOW
FROM BUILDING
GRAVITY FLOW
(INDUSTRIAL PROCESS EFFLUENT)
1 PROCESS SCHEMATIC
D-104 J NTS
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AND STRAW
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AERATOR(S)
\AERATED
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BANK OF GULLY
EDGE OF SPRAY
IRRIGATION
— — — — — — — — — — — — — —
CHECK DAM
IRRIGATION
PUMP
PUMP
HOUSI
____________TOP ELEVATION OF FILL
#57 WASHED STONE
EXISTING SLOPE
NON -WOVEN �VARIE
SEPTIC FIELD
GEOTEXTILE
DETAIL FOR FILLING GULLIES IN IRRIGATION FIELD
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A65502.00 - CASE FARMS MORGANTON HATCHERY - IRRIGATION SYSTEM EXPANSION
SIDE VIEW
FORCEMAIN TO
IRRIGATION FIELDS
LASS 1 RIP -RAP
r-6"ABOVE BANK
MAX. I
,MAX.
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NOTES
1. SEE C-101 FOR ALL GENERAL NOTES
I REVISIONS
NO. DATE I DESCRIPTION
PROJECT MANAGER: PROJECT ENGINEER:
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DRAWN BY: CHECKED BY:
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AUGUST 5, 2019
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1101 NOWELL RD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CASE FARMS
MORGANTON HATCHERY
IRRIGATION SYSTEMS
EXPANSION
BURKE COUNTY, NC
GENERAL DETAILS
4of5
PROJECT NUMBER
A65502.00
DRAWING NUMBER
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ELECTRICAL SPECIFICATIONS
1. THE CONTROL PANEL SHALL BE NEMA 4X, UL RATED ENCLOSURE.
2. ALL CABLE SHALL BE TYPE THW, THWN, THHW, OR XHHW COPPER UNLESS OTHERWISE NOTED.
3. ALL CONDUITS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED.
4. INSTALLATION SHALL BE PER NEC, NC BUILDING CODE, MANUFACTURER'S REQUIREMENTS, AND ANY APPLICABLE CODES,
STANDARDS, AND LAWS.
5. THE CONTRACTOR SHALL SUPPLY ALL JUNCTION BOXES AS REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL COMPONENTS.
6. THE PANEL SHALL BE MOUNTED BY AN ELECTRICIAN WITHIN THE EXISTING PUMP BUILDING 48" — 60" OFF OF THE PUMP
BUILDING FLOOR.
7. THE ELECTRICIAN SHALL MAKE THE INTERNAL CONTROL PANEL CONNECTIONS OF THE PUMP AND CONTROL CORDS. CONTROL
PANELS WILL CONTAIN A WIRING SCHEMATIC IDENTIFYING ALL TERMINAL CONNECTIONS. THE SYSTEM INSTALLER WILL BUNDLE AND
6" N.R.S. MARK EACH CORD WITH THE APPROPRIATE IDENTIFICATION AND SECURE IN THE PUMP BUILDING.
GATE VALVE
8. ALL HARDWIRE, ANCHOR BOLTS, AND SUPPORTS SHALL BE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.
9. ALUMINUM SURFACES SHALL BE COATED WITH BITUMINOUS MASTIC WIRE IN CONTACT WITH CONCRETE.
EXTEND EXISTING 4" EXTEND EXISTING 4"
PIPE AS NEEDED TO PIPE TO ALLOW FOR
ALLOW FOR NEW TEES - NEW TEES AND VALVES
AND VALVES
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OTHERWISE NOTED.
CONCRETE FLOOR
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PROPOSED PUMP HOUSE SECTION (INFLOW TO PUMP
NTS
10. THE CONTRACTOR SHALL DETERMINE THE BEST ROUTING FOR ALL CIRCUITS.
11. ALL ELECTRICAL CABLE SHALL BE PLACED INSIDE CONDUITS OF PROPER SIZE. SEE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
12. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASES AND MOISTURE FROM
ENTERING THE CONTROL PANEL. DO NOT USE PERMANENT SILICONE OR EXPANDABLE FOAM PRODUCTS.
13. THE DUPLEX TIME DOSE CONTROL PANEL REQUIRES DEDICATED CIRCUITS OF 25.4 AMPS, 460 VOLTS, THREE (3)—PHASE, 60
HERTZ FOR EACH PUMP.
14. THE CONTROL PANEL SHALL HAVE THE FOLLOWING FEATURES: HAND/OFF/AUTO SWITCHES FOR BOTH PUMPS, AN ELAPSED TIME
METER, AN ADJUSTABLE TIMER, AND START/STOP/LOCKOUT/FRONT LIGHT.
15. THE CONTROL PANEL SHALL OPERATE AS FOLLOWS: OPERATE MANUALLY WITH ON/OFF SWITCHES, IN AUTOMATIC MODE, THE
OPERATOR SHALL OPERATE MANUALLY, AN ADJUSTABLE TIMER SHALL BE FOR EACH PUMP ON THE PANEL, WHEN START IS
INITIATED, PUMPS SHALL RUN FOR AN ADJUSTED RUN TIME THEN SHUT OFF, AND A DEDICATED TIMER FOR EACH PUMP.
16. THE CONTROL PANEL SHALL HAVE A DIGITAL FACE FOR OPERATIONS.
17. THE CONTROL PANEL SHALL INCLUDE HAND/OFF/AUTO/TIMER SWITCHES FOR EACH PUMP.
18. PUMP OPERATIONS FOR ZONES 1 & 2 COMBINED SHALL OPERATE AT 119 GALLONS PER MINUTE AT 281 FEET OF TDH FOR 24
MINUTES. ZONES 3 & 4 COMBINED SHALL OPERATE AT 87 GALLONS PER MINUTE AT 267 FEET TDH FOR 23 MINUTES.
ZONES 5 & 6 COMBINED SHALL OPERATE AT 106 GALLONS PER MINUTE AT 251 FEET TDH FOR 29 ;/4 MINUTES.
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20. BRANCH CIRCUITS FROM THE MOTOR CONTROLLERS TO MOTORS SHALL BE PER MANUFACTURERS AND NEC REQUIREMENTS.
21. ALARMS SHALL BE AUDIBLE AND VISUAL.
22. PROVIDE DISCONNECTS PER NCBC.
23. PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE EMERGENCY GENERATOR. PROVIDE DISCONNECT PER NCBC AND
N EC.
24. LABEL ALL PANELS, DISCONNECTS, AND JUNCTION BOXES WITH SOURCE OF FEEDS.
25. BREAKERS SHALL BE SIZED PER NEC. MINIMUM BREAKER/LUG PANEL SIZE SHALL BE TWO TIMES CALCULATED AMPS. PANEL
SHALL BE THREE (3)-PHASE, 460 VOLTS, AND 60 HERTZ.
B
D-105
f6.4'
PROPOSED PUMP HOUSE SECTION (OUTFLOW FROM PUMP
NTS
NOTES
1. SEE C-101 FOR ALL GENERAL NOTES
REVISIONS
NO. DATE I DESCRIPTION
PROJECT MANAGER: PROJECT ENGINEER:
GSM JPH
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
AUGUST 5, 2019
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END EXISTING 4" 1101 NOWELL RD, SUITE 118
TO ALLOW FOR RALEIGH, NORTH CAROLINA 27607
J TEES AND VALVES P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
11
CON CASE FARMS
JCER
MORGANTON HATCHERY
. R. S. IRRIGATION SYSTEMS
VALVE IEXPANSION
BURKE COUNTY, NC
GENERAL DETAILS
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PROJECT NUMBER I DRAWING NUMBER
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A65502.00 — CASE FARMS MORGANTON HATCHERY — IRRIGATION SYSTEM EXPANSION

Case Farms Morganton Hatchery
Irrigation System Expansion
Burke County, North Carolina
Irrigation System
Application Package for Case Farms
Project No.: A65502.00
Submittal Date: August 5, 2019
Prepared By:
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118 P.O. Box 129
Raleigh, NC 27607 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

Table of Contents
• Application Documents
+ Soils Evaluation
• Project Specifications
• Design Calculations
• Equipment
Operation and Maintenance Procedures

Case Farms Morganton Hatchery
Irrigation System Expansion
Application Documents
MacConnell & Associates, P.C.
1101 Nowell, Road, Suite 118
Raleigh, North Carolina 27607
P.O. Sox 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

State of North Carolina
Department of Environmental Quality
D%-ilR Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non Discharge Permitting Unit wehsite
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted. the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
® If the Applicant Type in Item 1.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ I£ the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
Iicensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106 . Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
Per 15A NCAC 02T .0504(fl, the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of I SA NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

E. Soil Evaluation (All Application Packages that include new irrigation sites):
® Per 15A NCAC 02T .0504(b) and the Soil Scientist Evaluation Policy, submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
® The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Provide all soil boring logs performed at the site.
® Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
® Acidity ® Exchangeable sodium percentage (by calculation) ® Phosphorus
® Base saturation (by calculation) ® Magnesium ® Potassium
® Calcium ® Manganese ® Sodium
® Cation exchange capacity ® Percent humic matter ® Zinc
® Copper ® pH
Saturated hydraulic conductivity (KsAT) data that shall include at a minimum:
® A minimum of three KsAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
® All KsAT tests shall be conducted in areas representative of the site.
® All KsAT tests shall be run until steady-state equilibrium has been achieved.
® All collected KsAT data shall be submitted, including copies of field worksheets showing all collected readings.
® Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
Soil evaluation recommendations shall include at a minimum:
® A brief summary of each map unit and its composition and identification of minor contrasting soils.
® Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
® Seasonal irrigation restrictions, if appropriate.
® Identification of areas not suitable for wastewater irrigation.
® Recommended geometric mean KsAT rate to be used in the water balance for each soil/map unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
® Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation, review
of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
® Recommended annual hydraulic loading rate (in/yr) for each soillmap unit within the proposed irrigation areas based
upon in -situ KsAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement shall
be included indicating that the site has not changed since the original investigation.
F Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
® Per 15A NCAC 02T .0504(i), submit an agronomist evaluation that has been signed, sealed and dated by a qualified professional
and includes at a minimum:
® Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
® Plant available nitrogen calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
® Historical site consideration, soil binding and plant uptake of phosphorus.
® Seasonal irrigation restrictions, if appropriate.
® A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
® Maintenance and management plan for all specified crops.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 6

G. Hydoogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e), the Hydrogeologic Investigation and Reporting Policy, the Groundwater Modeling Policy and
the Performance and Analysis of Aquifer Slug Tests and Pmping Tests Policy, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, of the site topographic setting, streams, springs and other groundwater
discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that may affect the
movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and hydrogeologic
features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge features,
and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified irrigation sites, changes in flow or changes in storage):
® Per 15A NCAC 02T .0504fk) and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments, and uses a variable number of days per month.
® Precipitation based on the 80' percentile and a minimum of 30 years of observed data.
® Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
® Soil drainage based on the geometric mean of the in -situ KsnT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
➢ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
® Depth to the SHWT and groundwater lateral movement that may result in groundwater mounding.
® Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
® Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
I. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0504(c)(1). submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
_North Carolina licensed Professional Engineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
❑ For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

Specifications (All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
® Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
® Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer, and shall include at a minimum:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1, were determined.
® Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
❑ Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, irrigation system, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(d). submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor, and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c)
if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
NOTE — For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
® Per 15A NCAC 02T .0505(1), submit documentation of power reliability that shall consist of at a minimum:
❑ An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
➢ Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated water
storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists, and
❑ Can tolerate septic wastewater due to prolonged detention.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and irrigation systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and irrigation systems.
® Safety measures, including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
® Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
❑ Per 15A NCAC 02T .05046) and .0508, submit a Residuals Management Plan that shall include at a minimum:
❑ A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage skull be provided.
NOTE —Per 15A NCAC 02T .0504(i). a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application, however, it shall be provided prior to operation of any
permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0I 15(a)(1) and .0504 , provide 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 wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01C.0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
➢ Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Prwerty Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM:, DEV).
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Program demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B A 110.
Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
® Per 15A NCAC 02T .050401), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
® Ammonia Nitrogen (NH3-N) ® Nitrate Nitrogen (NO3-N) ® Total Organic Carbon
® Calcium ® pH ® Total Phosphorus
® Chemical Oxygen Demand (COD) ® Phenol ® Total Trihalomethanes
® Chloride ® Sodium ® Total Volatile Organic Compounds
® Fecal Coliform ® Sodium Adsorption Ratio (SAR) ® Toxicity Test Parameters
® 5-day Biochemical Oxygen Demand (BOD5) ® Total Dissolved Solids
® Magnesium ® Total Kjeldahl Nitrogen (TKN)
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 PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH. NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
Department of Environmental Quality
IDUIRDivision of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM: WWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Case Farms, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Paul Taylor per 15A NCAC 02T .0106(b} Title: Hatchea Manager
4. Applicant's mailing address: 5067 Foreman Street
City: Morganton State: North Carolina Zip: 28655-
5. Applicant's contact information:
Phone number: 828 438-6900 Email Address: ekilcrease casefarms.com
II. FACILITY INFORMATION:
1. Facility name: Case Farms Morganton Hatchery
2. Facility status: Exit
3. Facility type: Minor (< 10,000 GPD or < 300 disposal acres)
4. Facility's physical address: 5067 Foreman Street
City: Morganton State: North Carolina Zip: 28655- County: Burke
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.674167' Longitude:-81.771111 °
Datum: Unknown Level of accuracy: Nearest second Method of measurement: Map interpretation by extraction
6. USGS Map Name: NIA
III. CONSULTANT INFORMATION:
1. Professional Engineer: Gary S. MacConnell
Associates, P.C.
License Number: 17069 Firm: MacConnell &
Mailing address: P.O. Box 129
City: Morrisville State: North Carolina Zip: 27560-
Phone number: 919 467-1239 Email Address: ksmmacassoc(a-)bellsouthnet
2. Soil Scientist: Donald Louis Wells License Number: 1099 Firm: Soil & Environmental Consultants, P.A.
Mailing address: 8412 Falls of Neuse Road
City: Ralei State: North Carolina Zip: 27615-
Phone number: `19) 846-5900 Email Address: dwells(a)sandec.com
3. Geologist: NIA License Number: NIA Firm: NIA
Mailing address: N/A
City: NIA State: N/A Zip: NIA -N/A
Phone number: (NIA} N/A -NIA Email Address: N/A
4. Agronomist: Richard A. Pontello Firm: Soil & Environmental Consultants, P.A.
Mailing address, 8412 Falls of Neuse Road
City: Raleigh State: North Carolina Zip: 27615-
Phone number: (919,) 846-5900 Email Address: rpontelloCacr�,sandec.com
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
L Application type: ❑ New ® Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ0033677 and most recent issuance date: September 22, 2016
2. Application fee: $395 - St2rdara Major Facility - Major Mod
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
PermitlCertification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (Q _> 200,000 GPD)
NIA
N/A
Dam Safety
NIA
NIA
Erosion & Sedimentation Control Plan
NIA
N/A
Nationwide 12 / Section 404
N/A
N/A
Pretreatment
NIA
NIA
Sewer System
N/A
N/A
Stormwater Management Plan
N/A
NIA
Wetlands 40I
N/A
NIA
Other: N/A
N/A
N/A
5. What is the wastewater type? ❑ Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ® Yes or ❑ No
Has a wastewater chemical analysis been submitted? ® Yes or ❑ No
6. Wastewater flow: 8,000 GPD
Limited by: ❑ Treatment, ❑ Storage, ❑ Field Hydraulics, ® Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes or ® No
Establishment Type
Chicken Hatchery
Daily Design Flow 8
8,000 gal/Facility
gal/
gall
gal/
gall
gal/
No. of Units
Flow
1
8,000 GPD
GPD
GPD
GPD
GPD
GPD
Total
GPD
See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest I00-year flood elevation to the facility? 1,091 feet mean sea level. Source: FEMA FIRM Mans
Are any treatment, storage or irrigation facilities Iocated within the 100-year flood plain? ❑ Yes or ® No
If yes, which facilities are affected and what measures are being taken to protect them against flooding?
If yes, has the Applicant submitted written documentation of compliance with _§ 143 Article 21 Part 6? ❑ Yes or ❑ No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ® Yes or ❑ No
10. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed: NIA
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude '
Gradient
Location
Monitoring
Well #3
Active
35.6660040
-81.7775710
Un Gradient
Inside Field
Monitoring
Well #4
Active
35.6663420
-81.779857"
Down Gradient
Inside Field
Monitoring
Well #5
Active
35.666087"
-81.7796700
Down Gradient
Inside Field
N/A
Select
N/A°
- N/A°
Select
Select
NIA
Select
.NIA°
- NIA°
Select
Select
N/A
Select
.NIA°
- N/A°
Select
Select
N/A
Select
N/A"
- N/A°
Select
Select
N/A
Select
N/A°
- N/A°
Select
Select
N/A
Select
N/A°
- MAO
Select
Select
N/A
Select
N/A°
- .NIA°
Select
Select
a Provide the following latitude and longitude coordinate determination information:
Datum: UnknownLevel of accuracy: Nearest second Method of measurement:
Navigation quality GPS
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or ®N/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been submitted?
El Yes, ❑No or ®N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM: HOA) been
submitted? ❑ Yes, ❑No or ®N/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ®No
FORM: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average
Ammonia Nitrogen (NH3-N)
18 mg/L
<1 mg/L
Biochemical Oxygen Demand (BOD5)
291 mg/L
30 mg/L
Fecal Coliforms
N/A per 100 mL
Nitrate Nitrogen (NO3-N)
1 mg/L
1 mg/L
Nitrite Nitrogen (NO2-N)
I mg/L
1 mg/L
Total Kjeldahl Nitrogen
<10 mg/L
Total Nitrogen
68 mg/L
<10 mg/L
Total Phosphorus
7 mg/L
2 mg/L
Total Suspended Solids (TSS)
287 mg/L
90 mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ❑ Yes or ® No
3. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ® No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
4. Are multiple pumps provided wherever pumps are used? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(k)?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505 1 :
® Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ® NIA
7. In accordance with 15A NCAC 02T .0505(o), how many days of residuals storage are provided? Greater than 1 year.
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? All effluent
pumps are Iocated in an enclosed pump house. The existing lagoon is fenced. The irrigation water is pathogen free.
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305 ? ❑ Yes, ❑ No, ❑ N/A — To be permitted
separately, or ® N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ❑ Yes, ❑ No or ® NIA
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacing! in
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material(gallons)
Dimensions (ft)
Volume
Plan Sheet
Reference
Specification
Reference
Aeration Basin
1
Earthen
Approx. 250' x 150'
2,864,074
C-101
Existing
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
allons
Reference
Reference
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: NIA minutes (NOTE — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs: NIA
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: NLA, number of lamps per
bank: NIA and maximum disinfection capacity: N/A GPM.
d. RESIDUAL TREATMENT
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
(gallons)
Reference
Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — I5A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pum s
Purpose
Manufacturer /
Type
Ca cityaPlan
Sheet
Reference
Specification
Reference
GPM
TDH
Lagoon
1
Irrigation
Crane Pumps &
Systems
160
190
D-104
S11909
f. BLOWERS
Location
No. of
lowers
Units Served
Manufacturer I
Type
Capacity
LCf M
Plan Sheet
Reference
Specification
Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
h)
Plan Sheet
Reference
Specification
Reference
Aerated Lagoon
3
Aerated Lagoon
Existing (Unlmown)
25
C-102
Existing
IL RECORDING DEVICES & RELIABILITY
Device
No. of
units
Location
Manufacturer
Maximum
Ca aci
Plan Sheet
Reference
Specification
Reference
Effluent Flow Measuring Device
1
Pump House
Master Meter
1,000 gpm
D-104
Existing
Select
Select
Select
EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 06-16 Page 6 of 12

Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or (p x H)
NIA ft
I NIA ft NIA ft
NIA
N/A
Total volume
N/A ft'
N/A gallons
N/A
N/A
Dosing volume
NIA W
NIA gallons
NIA
N/A
Audible & visual alarms
N/A
N/A
Equipment to prevent irrigation during rain
events
NIA
NIA
FORM: WWIS 06-16 Page 7 of 12

1"
EARTHEN IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .0505:
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Aerobic Lagoon
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 35.666273° Longitude:-81.780493"
Datum: Unknown Level of accuracy: Nearest second Method of measurement: Man interpretation by extraction
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ® Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ® No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ® No
If yes, what is the drainage area? ft, and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?: Lagoon is not large enough to be affected by
wave action.
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ® No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? NIA ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10-' cm/s? ❑ Yes, ❑ No or ® NIA
ly Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ NIA
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)? N/A
10. If applicable, provide the specification page references for the liner installation and testing requirements: NIA
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
El ciay
I ® S etic
Top of embankment elevation:
1,244.5 ft
Lj Other
I Lj Unlined
Liner hydraulic conductivity:
Existing x Lagoon - cm/s
Freeboard elevation:
1,242.5 ft
Hazard class:
Select
Toe of slope elevation:
1,230.5 ft
Designed freeboard:
2 ft
Impoundment bottom elevation:
1,220.5 ft
Total volume:
382,872 ft'
2,864,074
gallons
Mean seasonal high water table depth:
Existing Lagoon ft
Effective volume:
311,024 fig
2,326,615
gallons
Embankment slope:
2: 1
Effective storage time:
290 days
Top of dam water surface area:
37,500 ftz
Plan Sheet Reference:
C-101
Freeboard elevation water surface area:
37,500 ft
Specification Section:
Existing Lagoon
Bottom of impoundment surface area:
9,375 ft
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: WWIS 06-16 Page 8 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area: 12-inches
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
irrigation area? ® Yes or ❑ No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified? No
3. Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Fields within
Recommended
Recommended
Annual I Seasonal
If Seasonal, list
Soil Series
Soil Series
Loading Rate
Loading Rate
Loading
appropriate
in/hr
(� r
months
Fairview
1 Field (4
0.30
29.18
Annual
NIA
Zones
Fairview
I Field ( 2
Zones)
0.2-0.3
17.92
Annual
NIA
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system? The existing lagoon is fenced. The
irrigation water is pathogen free.
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VII.8.? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(t)?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop
Soil Series
% Slope
Nitrogen Uptake Rate
Phosphorus Uptake
lbs/ac• r
Rate bs/ac• r
Tall Fescue
Fairview
3-8%
194
69
Mixed Pine &
Hardwood Trees
Fairview
14-15%
85
29
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: Soil & Environmental
Consultants, P.A. Agronomist Report
b. Proposed nitrogen mineralization rate: 0_2
c. Proposed nitrogen volatilization rate: 0.65
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: 147,233 f'
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: 172,030 ftz
f. Minimum irrigation area from the water balance: 335,215 f 2
FORM: WWIS 06-16 Page 9 of 12

FORM: WWIS 06-16 Page 10 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
8. Field Information (NOTE — This table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Loading
Rate
in/hr
Designed
Loading
Rate
(in/ r)
a
Latitude
LongitudesStream
Waterbody
Index
No. b
Classification
1
0.991
Fairview
0.23
29.18
35,666670
-81.7797220
N/A
N/A
2
1.198
Fairview
0.27
29.18
35.66639°
-81.779444-
N/A
N/A
3
1.168
Fairview
0.24
29.18
35.666110
-81.7791670
NIA
N/A
4
0.958
Fairview
0.20
29.18
35.665830
-81.7788890
N/A
N/A
5
1.268
Fairview
0.20
17.92
35.666560
-81.7773440
N/A
NIA
6
1.056
Fairview
0.20
17.92
35.667590
-81.7784100
N/A
N/A
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
6.639
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Map mtemretation by extraction
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: h ://de .ne. ov/about/divisions/water-resources) tannin classification-standards/classifications
FORM: WW1S 06-16 Page 11 of 12

Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
99/90/88 ft
Emitter wetted area:
NIA fie
Nozzle wetted area:
7,698/6,504/6,362 f12
Distance between laterals:
N/A ft
Nozzle capacity:
5.67/3.78/3.78 GPM
Distance between emitters:
N/A ft
Nozzle manufacturer/model:
Senninger / 4023-1 #11
(11/64") / 3023-1 #9 (9/64") /
3123PC #9 (9/64"
Emitter capacity:
NIA GPH
Elevation of highest nozzle:
4 ft
Emitter manufacturer/model:
N/A / N/A
Specification Section:
S11872
Elevation of highest emitter:
N/A ft
Specification Section:
N/A
VIII. SETBACKS —15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules 15A NCAC 02B .0200 ? ® Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a) and .0506 ? ❑ Yes or ® No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation
System
Treatment /
Storage Unit
Any. habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
Approx. 400
ft.
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
i 200 ft.
Any private or public water supply source
NIA
NIA
Surface waters (streams — intermittent and perennial,'perennial waterbodies, and wetlands)
Approx. 200
ft.
Approx. 258
ft.
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
25 ft.
Any well with exception of monitoring wells
NIA
Abandoned
N/A
Abandoned
Any property line
150 ft.
229 ft.
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
Approx. 435
ft.
Any swimming pool
NIA
Public right of way
212 ft.
Nitrification field
369 ft.
Any building foundation or basement
169 ft.
Impounded public water supplies
NIA
Public shallow groundwater supply (less than 50 feet deep)
N/A
4. Does the Applicant intend on complying with 15A NCAC 02T ,0506(c) in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ® No
FORM: WWIS 06-16 Page 12 of 12

If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
month!y average)
daily maximum
Ammonia Nitrogen (NH3-N)
NIA mg/L
NIA mg/L
N/A mg/L
Biochemical Oxygen Demand
NIA mg/L
NIA mg/L
N/A mg/L
(BODs
Fecal Coliforms
N/A per 100 mL
N/A per 100 mL
Total Suspended Solids (TSS)
N/A mg/L
N/A mg/L
NIA mg/L
Turbidity
N/A NTU
FORM: WWIS 06-16 Page 13 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS —15A NCAC 02H .0400:
L Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ® No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
Areas Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(a}? ❑ Yes or ® No
NOTE -- Interim facilities do not include County and Municipal area -wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per 15A NCAC 02T .0103(16)., essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria, including
aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and blowers.
7. Are the disposal units (i.e., irrigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ❑ No
11. Are there any SA classified waters within 100 feet of the wetted area? ❑ Yes or ❑ No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
14. Per the requirements in 15A NCAC 02H .0404 7 , how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the s ra-y irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ NIA (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ❑ No
FORM: WWIS 06-16 Page 14 of 12

Professional
ofes6ionall Engineer's name from Application Item III.1.)
e, lL(ryvi . t ,:44 4 46t k 4
(Facility name from Application Item 1I.1
that this application for
has been reviewed by me and is accurate, complete and corWstem with the information supplied in the plans, Vectfications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well a6 all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent nth the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
per
�1J1110It
N CM
SEAL
P 17069 z
.,"fill
r-r -1 J4!AFX'jL_attest that this application for
igna Authority's name&dffle from Applicaton Item I.3.)
(Facility name from plication Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Reg'ources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as indomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned afacility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoneH, are compliant with any
active compliance schedule, and do not have any overdue annual fees per i SA NCAC 02T.0 1 e . f
NOTE — In accordance with General Statutes 143-215.6A and 143-215.61)_ any person who knowingly zn�kes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which nay include a fine not to
exceed $10,000)Lkwell as civil ppalties up "25,000 per violation.
Signature: Date:
FORM: WWIS 06-16 Page 15 of 12

The Chicken of Choice"
Date: 07/15/2019
Re: Case Farms Morganton Hatchery
Case Farms Morganton Hatchery Irrigation System Expansion
MacConnell & Associates Project Number: A65502.00
To Whom it May Concern:
This letter is to satisfy the Power Reliability Plan portion for the attached application for
regarding the aforementioned project above. The manually activated standby power supply on -
site does not connect to the wastewater treatment and disposal equipment. As such, we approve
that the facility is serviced by public water supply, that the lagoon has sufficient storage capacity
that no potential for overflow exists, and that the site can tolerate septic wastewater due to
prolonged detention.
If you gave any questions or require additional information, please contact me at (828)
438-6975.
Sincerely,
Paul Taylor
Manager

Arll�i"�A LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017
NAME OF LIMITED LIABILITY COMPANY: CASE FARMS, L.L.C.
SECRETARY OF STATE ID NUMBER: 0379132 STATE OF FORMATION: DE
REPORT FOR THE CALENDAR YEAR: 2019
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: POPOWYCZ, MICHAEL
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Onl,
E - Filed Annual Report
0379132
CA201910503696
4/15/2019 10:07
❑ Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
385 Pilch Rd
Troutman, NC 28166-8782 Iredell Cou
SECTION B: PRINCIPAL OFFICE INFORMATION
PO Box 729
Troutman, NC 28166-8782
1. DESCRIPTION OF NATURE OF BUSINESS: Poultry marketing and farming
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
385 Pilch Rd
Troutman, NC 28166-8782
5. PRINCIPAL OFFICE MAILING ADDRESS
385 Pilch Rd
Troutman, NC 28166-8782
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Kevin L Phillips
TITLE: President
ADDRESS:
PO Box 729
Troutman, NC 28166
NAME: ,Joseph D Long NAME: Michael Popowycz
TITLE: Treasurer TITLE: Secretary
ADDRESS:
PO Box 729
Troutman, NC 28166
ADDRESS:
PO Box 729
Troutman, NC 28166
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Michael POPOWycz 4/15/2019
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Michael Popowycz Secretary
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

Property Summary
Tax Year: 2019
REID 25353 PIN
Location Address 5067 FOREMAN ST Property Description
1770-49-6061 Property Owner CASE FARMS LLC
Owner's Mailing Address P O BOX 729
TROUTMAN NC 28166
Administrative Data
Transfer Information Property Value
Old Map # 89
Deed Date
3/29/2005 Total Appraised Land Value
$292,841
Market Area 5085
Deed Book
001448 Total Appraised Building
$1,347,624
Value
Township SILVERCREEK
Deed Page
00444
Total Appraised Misc
$8,054
Planning BURKE
Revenue Stamps
$1,535,000
Improvements Value
Jurisdiction
Package Sale Date
3/29/2005 Total Cost Value
$1,648,519
City
Package Sale Price
$1,535,000
Total Appraised Value vamed
$1,648,519
Fire District BRENDLETOWN FD
Land Sale Date
By Cost
Spec District
Land Sale Price
Other Exemptions
P
Land Class INDUSTRIAL
Exemption Desc
WAREHOUSE
Improvement Summary Use Value Deferred
History REID 1
Total Buildings
1 Historic Value Deferred
History REID 2
Total Units
0 Total Deferred Value
Acreage 47.63
Total Living Area
0 Total Taxable Value
$1,648,519
Permit Date
Permit #
Building Summary
Card 1 5067 FOREMAN ST
Building Details
Building Total & Improvement Details
Bldg Name
Total Adjusted Replacement Cost
$1,987,314
New
Primary Occupancy Type
INDUSTRIAL MFG
Primary Occupancy
MANUFACTURING Physical Depreciation (% Bad)
AVERAGE
32
Primary Class
B
Depreciated Value
$1,347,624
Primary Quality
AVERAGE
Economic Depreciation (% Bad)
0
Year Built
1987
Functional Depreciation (% Bad)
0
Effective Year
1987
Total Depreciated Value
$1,347,624
Physical Depreciation (Rating)
AVERAGE
Market Area Factor
1
Physical Depreciation (% Bad)
32
Building Value
$1,347,624
Economic Depreciation (% Bad)
0
Misc Improvements Value
$8,054
Functional Depreciation (% Bad)
0
Total Improvement Value
$1,355,678
Gross Leasable Area (SOFT)
54,086
Assessed Land Value
$292,841
Remodeled Year
0
Assessed Total Value
$1,648,519
Total Stories
1
Section 1 Details
Section 2 Details
Section 3 Details
Occupancy Type INDUSTRIAL MFG
Occupancy Type
OFFICE Occupancy INDUSTRIAL
MFG
Type
Additional Fixtures 0
Additional Fixtures
0
Additional 0
Air Conditioning CENTRAL AC
Air Conditioning
CENTRAL AC Fixtures
Class B
Class
B Air CENTRAL AC
Depreciation AVERAGE
Depreciation
AVERAGE Conditioning
Depreciation 32%
Depreciation
35% Class B
Exterior Walls CONCRETE TILT UP
Exterior Walls
CONCRETE TILT UP Depreciation 32
Floors CONCRETE
Floors
CONCRETE Depreciation AVERAGE
Foundation SLAB
Foundation
SLAB Exterior Walls CONCRETE
TILT UP
Half Baths 0
Full Baths
0 Floors CONCRETE
Heat CENTRAL
Half Baths
3 Foundation SLAB
Interior Finish UNFINISHED
Heat
CENTRAL Full Baths 0
Occupancy MANUFACTURING
Interior Finish
DRYWALL Half Baths 0
Quality AVERAGE
Occupancy
OFFICE GENERAL Heat CENTRAL
Roof Cover BUILT UP
Quality
AVERAGE Interior Finish UNFINISHED
Roof Structure FIRE PROOF
Roof Cover
BUILT UP Occupancy WAREHOUSE
Roof Type FLAT
Roof Structure
WOOD FRAME Quality AVERAGE
Roof Type
FLAT Roof Cover BUILT UP
Roof Structure PRE-ENGINEERED
STEEL
Roof Type FLAT
Addition Summary
Story Type Code Area

Story Type
1 00 UTILITY ROOM
1 00 UTILITY ROOM
Building Sketch
Photograph
Code Area
UTIL 275
UTIL 972
Misc Improvements Summary
Card # Unit Quantity Measure Type Base Price EffYear Phys Depr (% Bad) Econ Depr (% Bad) Funct Depr (% Bad) Value
No Data
Total Misc Improvements Value Assessed:
Land Summary
Land Class: INDUSTRIAL WAREHOUSE
Zoning Soil Class
Description
R-MU
IND_SITE_IMPROVED
R-MU
IND_STE_UNIMPRVED
R-MU
IND_STE_UNIMPRVED
R-MU
WASTELAND
Total Land Value Assessed: $292,841
Ownership History
Deeded Acres: 47.63 Calculated Acres: 47.63
Size Rate Land Adjustment Land Value
5.00 BY THE ACRE PRICE $15,000 $75,000
5.00 BY THE ACRE PRICE $7,500 $37,500
35.63 BY THE ACRE PRICE $7,500 MARKET ADJUSTMENT-67.00 $179,041
2.00 BY THE ACRE PRICE $650 $1,300
Owner Name
Deed Type % Ownership
Stamps
Sale Price Book Page Deed Date
Current CASE FARMS LLC
DEED
100
1535000
$1,535,000 001448 00444 3/29/2005
1 Back BREEDEN POULTRY &amp; EGG INC
DEED
100
0
000708 00915 9/9/1986
2 Back TRIANGLE CONTRACTORS INC
DEED
100
0
000708 00913 9/9/1986
3 Back LEONARD, MACK L/ LEONARD, AZALIE B DEED
100
0
000606 00573 7/10/1981
4 Back POTEAT, FRED T/ POTEAT, ROSA
DEED
100
0
000005 00513 1/1/1900
Notes Summary
Building Card Date Line
Notes
P 7/21/2017 1
FIELD REVIEW OF PROPERTY
/ PROPERTY REVIEWED IN MAY
P 5/5/2017 2
FIELD REVIEW OF PROPERTY
P 10/25/2016 3
REMODELING OR ADDITION
1 6/23/2015 4
TMAP [89-42-1-23]

Water Resources
ENVIRONMENTAL QUALITY
September 22, 2016
CHARLES RIGDON — VICE PRESIDENT
CASE FARMS, LLC
121 RAND STREET
MORGANTON, NORTH CAROLINA 28655
Dear Mr. Rigdon:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0033677
Case Farms — Morganton Hatchery
Wastewater Irrigation System
Burke County
In accordance with your permit renewal request received June 28, 2016, we are forwarding
herewith Permit No. WQ0033677 dated September 22, 2016, to Case Farms, LLC for the continued
operation of the subject wastewater treatment and irrigation facilities. Please note that this renewed permit
shall become effective on January 1, 2017 (i.e. the day after the expiration date of the existing permit).
This permit shall be effective from January 1, 2017 until December 31, 2021, shall void Permit No.
WQ0033677 issued July 18, 2009 and shall be subject to the conditions and limitations as specified therein.
Please pay particular attention to the monitoring requirements listed in Attachments A, B and C for they
may differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
Please note the following permit conditions have been removed since the last permit issuance
dated July 18, 2009:
➢ Old Conditions I.1., I.2., I.3., and IV.10. —Requirements of these condition have been met.
Please note the following permit conditions are new since the last permit issuance dated July
18, 2009:
➢ Condition 11.10. —This condition requires that the Permittee shall ensure that any landowner
who is not the Permittee and owns land within the compliance boundary shall execute and file
with the Burke County Register of Deeds an easement running with the land.
➢ Condition VI.8. —This condition notifies the Permittee that this permit is subject to revocation
or unilateral modification upon 60 days' notice from the Division Director, in whole or part for
the requirements Iisted in 15A NCAC 02T .0110.
➢ Condition VI.9. - This condition notifies the Permittee that unless the Division Director grants
a variance, expansion of the permitted facilities contained herein shall not be granted if the
Permittee: has been convicted of an environmental crime, has previously abandoned a
wastewater treatment facility; has not paid a civil penalty; is non -compliant with a permit
schedule; or has not paid an annual fee.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919 807 6464

Mr. Charles Rigdon
September 22, 2016
Page 2 of 2
➢ Attachment A — Monitoring for Total Phosphorus and Total Nitrogen has been added to the
effluent monitoring requirements to be consistent with our Non -Discharge Effluent Monitoring
for Domestic Wastewater guidelines based on the average effluent of less than 8,000 gallons
per day.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Alice M. Wessner at (919)
807-6425 or alice.wessner{c�r�ncdenr.gov.
Sincerely,
0�_ S. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: Burke County Health Department (Electronic Copy)
Asheville Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Case Farms, LLC
Burke County
FOR THE
continued operation of a 8,000 gallon per day (GPD) wastewater treatment and irrigation facility consisting
of:
a 2.8 million gallon (MG) synthetically lined lagoon with three aerators and an irrigation pump; a 4.21 acre
spray irrigation area consisting of four zones and 55 irrigation heads; and all associated piping, valves,
controls and appurtenances
to serve the Case Farm — Morganton Hatchery, with no discharge of wastes to surface waters, pursuant to
the application received June 28, 2016, and in conformity with the project plans, specifications, and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from January 1, 2017 until December 31, 2021, shall void Permit No.
WQ0033677 issued July 18, 2009, and shall be subject to the following specified conditions and limitations:
I. SCHEDULES
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division. will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application.
[15A NCAC 02T .0105(d)]
WQ0033677 Version 2.0 Shell Version 151201 Page 1 of 8

II. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained and operated at all times so there is
no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate the
effluent, the Permittee shall take immediate corrective actions including Division required actions, such
as the construction of additional or replacement wastewater treatment or irrigation facilities. [G.S. 143-
215.1, 143-213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [ 15A NCAC 02B .0200, 02L .0100]
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0 10 8 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108]
4. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1), 02T ,0505(b)]
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0505(n)]
6. This disposal system was individually permitted on or after December 30, 1983; therefore, the
compliance boundary is established at either 250 feet from the effluent disposal area, or 50 feet within
the property boundary, whichever is closest to the effluent disposal area. An exceedance of
groundwater standards at or beyond the compliance boundary is subject to remediation action according
to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North Carolina
General Statute 143-215.6A through 143-215.6C. [ 15A NCAC 02L .0106(d)(2), 02L .0107(b)]
7. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02L
.0106, 02L .0108]
8. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [ 15A NCAC 02L .0107(c)]
9. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring wells,
shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g). [15A NCAC 02L .0107]
10. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the Burke
County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(f)]
WQ0033677 Version 2.0 Shell Version 151201 Page 2 of 8

11. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02T .0500 shall be as follows (all
distances in feet):
L Any habitable residence or place of public assembly under separate ownership: 400
ii. Any habitable residence or place of public assembly owned by the Permittee: 200
iii. Any private or public water supply source: 100
iv. Surface waters: 100
v. Groundwater lowering ditches: 100
vi. Surface water diversions: 25
vii. Any well with exception of monitoring wells: 100
viii. Any property line: 150
ix. Top of slope of embankments or cuts of two feet or more in vertical height: 15
x. Any water line from a disposal system: 10
xi. Subsurface groundwater lowering drainage systems: 100
xii. Any swimming pool: 100
xiii. Public right of way: 50
xiv. Nitrification field: 20
xv. Any building foundation or basement: 15
[15A NCAC 02T .0506(a)]
b. The setbacks for storage and treatment units permitted under 15A NCAC 02T .0500 shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
[ 15A NCAC 02T .0506(b)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting
from the operation of this facility. The Permittee shall maintain an Operation and Maintenance Plan,
which at a minimum shall include operational functions, maintenance schedules, safety measures and
a spill response plan. [15A NCAC 02T .0507]
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more
certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02T .0117]
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system. [15A
NCAC 02T .0108(b)(1)]
WQ0033677 Version 2.0 SheIl Version 151201 Page 3 of 8

4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed
in Attachment B. [15A NCAC 02T .0108(b)(1)]
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)]
6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration records
shall be maintained at the facility for a period of no less than five years, and shall be made available to
the Division upon request. [15A NCAC 02T .0108(b)(1)]
7. Only effluent from the Case Farm — Morganton Hatchery shall be irrigated on the sites listed in
Attachment B. [G.S. 143-215.1]
8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)]
9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. [15A NCAC
02T .0505(q)]
10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508. [15A NCAC 02T .0508, 02T .1100]
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .05050)]
12. Freeboard in the 2.8 million gallon (MG) synthetically lined lagoon shall not be less than two feet at
anytime. [15A NCAC 02T .0505(d)]
13. A gauge to monitor waste levels in the 2.8 million gallon (MG) synthetically lined lagoon shall be
provided. This gauge shall have readily visible permanent markings, at inch or tenth of a foot
increments, indicating the following elevations: maximum liquid level at the top of the temporary liquid
storage volume; minimum liquid level at the bottom of the temporary liquid storage volume; and the
lowest point on top of the dam. [15A NCAC 02T .0108(b)(1)]
14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankment areas shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T
.0108(b)(1)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses)
necessary to ensure groundwater and surface water protection shall be established, and an acceptable
sampling reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
2, A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily average flow values
shall be reported on Form NDMR. Flow may be estimated from water use records, provided the
Permittee's water use is metered. Daily average flow values shall be calculated by dividing the monthly
metered water usage by the number of days in the month. [15A NCAC 02T .0105(k), 02T .0108(c)]
WQ0033677 Version 2.0 Shell Version 151201 Page 4 of 8

4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A. [ 15A NCAC 02T .0108(c)]
5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a minimum,
these records shall include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[ 15A NCAC 02T .0108(c)]
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 2.8 million gallon (MG)
synthetically lined lagoon shall be measured to the nearest inch or tenth of a foot, and recorded weekly.
Weekly freeboard records shall be maintained at the facility for a period of no less than five years, and
shall be made available to the Division upon request. [15A NCAC 02T .0108(c)]
7. Three copies of all monitoring data (as specified in Conditions IV.3. and TVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[ 15A NCAC 02T .0105(1)]
8. A record shall be maintained of all residuals removed from this facility. This record shall be maintained
at the facility for a period of no less than five years, and shall be made available to the Division upon
request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15ANCAC 02T .0108(b)(1)]
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Visual observations of the plant and plant site; and
b. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[I 5A NCAC 02T .0108(b)(1)]
WQ0033677 Version 2.0 Shell Version 151201 Page 5 of 8

10. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment
C. All mapping, well construction forms, well abandonment forms and monitoring data shall refer to
the permit number and the well nomenclature as provided in Attachment C and Figure 2 [15A NCAC
02T .0105(m)]
11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a period
of no less than five years, and shall be made available to the Division upon request. At a minimum, the
Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
[I 5A NCAC 02T .0108(c)]
13. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 296-
4500, as soon as possible, but in no case more than 24 hours, or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
betaken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)]
WQ0033677 Version 2.0 Shell Version 151201 Page 6 of 8

V.
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities. [ 15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to prevent
malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the
release of wastes to the environment, a threat to human health or a public nuisance. The Permittee shall
maintain an inspection log that includes, at a minimum, the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this
inspection log for a period of five years from the date of the inspection, and this log shall be made
available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions ofthis permit,
and may collect groundwater, surface water or leachate samples. [G.S. 143-21.5.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the
conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n).
[G.S. 143-21.5.1]
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federaI). Of particular concern to the Division are applicable river buffer rules in
15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC 02B
.0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the
General Statutes. [15A NCAC 02T ,0105(c)(6)]
In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0108(b)(1)]
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050)]
WQ0033677 Version 2.0 Shell Version 151201 Page 7 of 8

8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [ 15A NCAC 02T .0110]
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A
NCAC 02T .0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit. [I5A NCAC 02T
.0105(e)(3)]
Permit issued this the 22' day of September 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Jay Zimmerman, P.G., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0033677
WQ0033677 Version 2.0 Shell Version 151201 Page 8 of 8

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001- WWTF Effluent
Permit Number: WQ0033677 Version: 2.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
3 x Year
Grab
00940
Chloride (as Cl)
mg/L
3 x Year
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
8,000
Monthly
Estimate
00610
Nitrogen, Ammonia Total (as N)
mg/L
3 x Year
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
3 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
3 x Year
Grab
00600
Nitrogen, Total (as N)
mg/L
3 x Year
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
70300
Solids, Total Dissolved — 180 °C
mg1L
—
3 x Year
Grab
00530
Solids, Total Suspended
mg/L
3 x Year
Grab
1. 3 x Year monitoring shall be conducted in March, July and November.
WQ0033677 Version 2.0 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Case Farms, LLC — Case Farms - Morganton Hatchery
Permit Number: WQ0033677 Version: 2.0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1
Case Farms, LLC
Burke
35.6668570
-81.7792380
1.00
FaB
01284 — Non Discharge Application Rate
0.23
29.18
inches
2
Case Farms, LLC
Burke
35,6664450
-81.7788730
1.13
FaB
01284 —Non Discharge Application Rate
0.27
29.18
inches
3
Case Farms, LLC
Burke
35.6662230
-81,778661 °
1.12
FaB
01284 — Non Discharge Application Rate
0.24
29.18
inches
4
Case Farms, LLC
Burke
35.666011 °
-81.7781840
0.96
FaB
01284 — Non Discharge Application Rate
0.20
29.18
inches
Totals
4.21
WQ0033677 Version 2.0 Attachment B Page 1 of 1

THIS PAGE BLANK

ATTACHMENT C — GROUNDWATER MONITORING AND LINIITATIONS
Monitoring wells: MW-3, MW-4, and MW-5-
Permit Number: WQ0033677 Version: 2.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
01002
Arsenic, Total (as As)
0.01
mg/L
3 x Year
Grab
1
00680
Carbon, Tot Organic (TOC)
mg/L
3 x Year
Grab
1,6
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1
01042
Copper, Total (as Cu)
1.0
mg/L
3 x Year
Grab
1
76995
Methanal (Formaldehyde) Whole Water, ug/L
600
µg/L
3 x Year
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
1
00400
pH
6.5-8.5
su
3 x Year
Grab
1,2
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1
00937
Potassium, Total (as K)
mg/L
3 x Year
Grab
1
00929
Sodium, Total (as Na)
mg/L
3 x Year
Grab
1
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
1
38260
Surfactants (MBAS)
mg/L
3 x Year
Grab
1
GWVOC
Volatile Compounds (GW)
Present: Yes/No
Annually
Grab
1, 4, 5
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
It 2,3
01092
Zinc, Total (as Zn)
2.1
mg/L
3 x Year
Grab
1. 3 x Year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of
pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
WQ0033677 Version 2.0 Attachment C Page 1 of 2

4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg(L or Iess
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWR certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by DWR. Any constituents detected above the MDL but below
the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Asheville Regional Office supervisor, telephone number [phone],
must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising
this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 2 and this attachment.
WQ0033677 Version 2.0 Attachment C Page 2 of 2

J

Table 1
Monitoring Well Data Summary
Case Farms - Hatchery
Burke County, North Carolina
S&ME Project No. 1584-09-008
DTGW In
Top of
Approximate
DTGW In
Feet Below
Calculated
Casing
Casing Height Total Depth
Date DTGW
Feet Below
Screen
Ground
Groundwater
Location
GPS Coordinates
Elevation
Above Grade of Well
Measured
TOC
Interval
surface
Elevation
Northing Easting
(feet)
(feet) (feet)
(feet BG)
(feet)
MW-3
N 708864,83
E 1175101.74
299.58
3
85' BG
3/24/09
73.00
65 - 85
70
226.58
MW-4
N 709006.74
E 1174426 49
244.89
3
45 ' BG
3124/09
35.20
25 - 45
32
209.69
MW-5
N 708912.61
E 1174479.34
245.66
3
45' BG
3/24/09
35.32
30 - 45
32
210-34
DTGW = Depth to Groundwater
TOC = Top of Casing
NA = Not Applicable
BG = Below Grade
Well location notes: Well location coordinates were collected using a non -survey quality sub -meter Global Positioning System (GPS). Top of Casing
elevations were determined using a rod and level. For this project, monitor well MW-3 served as the benchmark/control point to determine the relative
elevation of the remaining two monitoring wells (e.g. control point MW-3 elevation = Instrument height assumed to be 300 feet msl minus rod measure at
MW-3 , thus 299.58 feet elevation was assumed for the top of casing at MW-3)

r
P05T OFFICE BOX 1066 • #5 PINEWOOD PLAZA DR.
GRAN" FALL$ NORTH GAROUNA 28680
t=) 398-4444
SAMPLE., Case Farms -Hatchery COLLECTION DATE:
11/20/2018
PERMIT #_ COLLECTION TIME.,
11;455
ADDRESS., Case Farms Hatchery RECEIVED DATE.
11/2012018
RECEIVED TIME.
12:30
REPORTED.,
12/6/2018
A. NRL SIS77
9_
ANALYSIS
EFFLUENT:.
UN1T5 .. _
DATE
iANALYST _nl
OOD
291
mg(L
11/21/18
Al
TS5
285
mg(L
11/21118
jrg
NH3
40.00
mg+L
11/21118
jre
Fecal Wit=
1100
1100ml-
11/2ma18
jrg
Conductivity
695
umhoskm
110/18
Jrg
NO3-N
0.21
mg/L
11/30118
jdg
TKN
61.3
mg(L
1213118
jdg
T. N"en
61.51
mg/L
1213/18
jdg
T. Phosphors
6.33
mg/L
11/30/18
jdg
Chloride
59
mg1L
11/21/18
lag
TD8
417
mg1L
11120/18
lag
LOG ID: 1811-302 REPORTED BY: NC CERTH IED LAB # 50
764 *
Tony Gragg, Lab Supervisor

Ulfrowinreff Laos.,,
POST OFFICE 130; 1068 • #6 PINEWOOD PLAZA DR.
GRANITE FALLS, NORTH CAROLINA 28630
[phone]
SAMPLE., Case Farms-Hatcherr-MW#3 COLLECTION DATE: 11/20/2018
PERMITA COLLECTION TIME: 10:15
ADDRESS: Case Farms Hatchery RECEIVED DATE: 11/20/2018
RECEIVED 77ME: 12:30
REPORTED: 12/20/2018
P.
A�!
lafALa3� r
ANALYSIS
RESULTS
CIN/TS
DQTE4NALYST
TDS
Be
mg/L
11/20/18
lag
Toe
<1.0
mg/L
11128/18
NH3
<0.2
mg1L
11/21/18
jrg
Chloride
7.0
mg/L
11121/18
lag
Arsenlc
<0.005
mg/L
11/27/18
NO3-N
0.94
m91L
11130/18
jdg
TKN
1.12
mg/L
1213/18
jdg
T. Nitrogen
2.06
mg/L
1213/18
jdg
T. Phosphorus
0.20
mg/L
11/30/18
jdg
zinc
<0.01
mg/L
1112'7118
MBAS
<0.1
m91L
11121/18
Sodlum
7.92
mg1L
11/27/18
Formaldehyde
<0.25
mg/L
I V28M 8
Conductiriiy
108
umhos/cm
11/21/18
jrg
copper
<0.005
mgp
11/27/18
Potassium
2.57
mg1L
11127/18
' --- •- - _...—_ . _
...
.. _ w tip. _ .. ...
.. -- - --._. ......_..
_.. ..----- -. _,�:�
LOG ID. 1811-303 REPORTED BY: NC CERTIFIED LAB ## 50
*k
Tony Gragg, Lab Supervisor

wfirxR4rjrcmLfi'RWnc.
POST OFFIOE BOX 1068 • #5 PINEWOOD PLAZA DR.
GAANITE FALLS, NORTH 0AROLINA 28830
(WEI) 3W-4444
SAMPLE.- Case Fauns-Hatchery-mW#4 COLLECTIONDATE: 11/20/2018
PERMIT A COLLECTION TIME: 11:15
ADDRESS: Case Farms Hatchery RECEIVED DATE: 11/20/2018
RECEIVED 'TIME: 12:30
R E'POR TED. 1212012018
-SIS r
a' ALY
t v 5
ANALYSIS
RESULTS
; UNlTS BATE
Ah�ALYST
TD8
45
mg1L
11/20/18
lag
TOC
<1.0
mg/L
11/26/18
NH3
<0.2
mg/L
11/21/10
jrg
Chloride
8.8
mg&
11121/18
lag
Arsenic
40.005
mg/L
11/27/18
NO3-N
0.73
mg1L
11/30/18
jdg
TKN
1.96
mg/L
12N18
jdg
T. NIUWen
2.69
mg/L
12/3118
jdg
T. Phosphorus
0.26
mg/L
11/30/18
jdg
Zinc
0.030
mg&
11/27/18
MRAS
<0.1
mg/L
11/21/18
Sodium
5.57
mg/L
11/27/18
Formaldehyde
<0.25
mg/L
11/28118
ConducUly
76
umhos/cm
11121/18
jrg
Copper
<0.005
mg/L
11/27118
Potassium
2.41
mg&
11/27/18
LOG /D. 1811-304 REPORTED BY: NC CERTIFIED LAB # 50
fit*
Tony Gragg, lab Supervisor

wwrAwiraw Long....
MOST OFF1Cl~ BOX 1058 - 06 PINGWOOD PLAZA DR.
GRANITE FALLS, NORTH CAROLINA 28630
[phone]
SAMPLE., Case Farms -Hatchery MW#5 COLLEC770AI DATE. 11/20/2018
PERMIT #: COLLECTION TIME: 10.45
ADDRESS. Case Farms Hatchery RECEIVED DATE: 11/20/2018
RECEIVED TIME: 12:30
REPORTED: 12/20/2018
6LY
ANALYSIS
RESULTS
UNITS
DATE
TDS
58
mg/L
11/20/16
lag
TOC
<1.0
mg/L
11/28/18
NH3
<0.2
mg/l.
11121/18
jrg
Chloride
12.8
mg/L
11/21/18
lag
Arsehle
<0.005
mgfl
11/27/18
NO3-N
0.72
mgA.
IIt30/18
jdg
TKN
0.84
mg/L
12/3118
jdg
T. Nitrogen
1.66
mg/L
121V18
jdg
T. Phosphorus
<0.16
mg&
1 ir"Is
jdg
Zinc
0.011
MA
11/27/18
MBA&
<0.1
mg/L
11/21/18
Sodium
8.17
mg/L
11/27/18
Formaldehyde
<0.25
mg/L
11/28/18
Conductivity
96
umhos/om
11/21118
jrg
Capper
<0.005
mg/L
1 W7118
Potassium
1.96
mgfL
11/27118
EE
LOG /D: 1811-305 REPORTED BY: NC CERTIFIED LAB # 50
S
Tony Gragg, Lab Supervisor

ESEARCh ANA1Y'riCA[ Report of Analysis
LAWRAToru'ES, INC. 11/30/2018
For; Water Tech Labs, lno.
P.O. Box 1058 ;~4� r''4,`� t•' �'s 110
"i
+, -d
Granite Falls, NC 28630 = a ntcam
Attn: Joe Gragg M NC#37701
\V&Rcro 7
xf#`50
6 03
5, -j "%4
Client Sample ID:
Casa Farms MW3
Lab Sample tb: W07-01
Site:
Water Tech Labs
Collection Data: 11120/2018 10:16
t4lethod
A"
e i t AI2i�
Apgl,Yeis.Aate111lme
Amen]c, Total
EPA 200.7 �
<i1.005
Mg/L
0.005
JF �
1'1127/2018
Copper, Total
EPA 200.7
<0.005
mg1L
0.005
JF
11/2712018
Formaldehyde
In House
<0.25
mg/L
0.25
Dw
11/28/2018
MBAS
SM 5640 C-2000
00.1
mg/L
0.1
SK
11/21/2018 1630
Potassium, Total
EPA 200.7
2.67
mg/L
0.6
JF
11127/2018
Sodium, Total
EPA 200.7
7.02
mg1L
0.5
JF
11127/2018
Total Organic Carbon SM 5310 B-2000
<1,0
mgA-
1
M G
11 /28/2018
Zinc, Total
EPA 200.7
<0.01
mg/L
0.01
JF
11/27/2018
Client Sample ID:
Case Farms MW4
Lab Sample 10:
59487-02
site:
Water Tech Labs
Collection pate:
11/2012018 11:15
P�
Method
Res
r a
$gam#,
Analva. P,rtalvels
Date! ftme
Arsenic, Total
EPA 200.7
<0.006
mg1L
0.005
JF
11127/2018
Capper, Total
EPA 200.7
Q.008
mg/L
0.006
JF
11/27/2018
Formaldehyde
In House
- 0.25
mg1L
0.26
DW
11/28/ oll8
MBAS
SM 5540 C-2000
<0A
mg1L
0.1
SIC
11/211M018 1630
Potesslum, Fatal
EPA 200.7
2.41
mg/L
0.6
JF"
11/27/2018
Sodium, Total
EPA 200.7
5.57
mg/L
0.6
JF
11/27=18
Total Organic Carbon SM 6310 B-2000
<110
mg/L
1
MG
11/26/2018
P.O. Bax 473 106 Short Street Kemersvlllr}, North CAroiirta 27284 Tel: 33i3-898 2841 Fax: [phone] wwW.rartdalabs,c om Page I
ral-r.o&J)4isic_v I([

RESEARck ANA[yTiCA Report of Analysis
La`bORATORiES, INC. 11/30/2018
Cllent Sample lo;
Case Farms .MW4
Lab Sample ID;
69467-02
Site,.
Water Tech Labs
Collection Bate:
11/2012018 11:15
Method
8PAW.Unk
ROajjMj
Analuat Analgis DatoMme
Zinc, Total
EPA 200.7
0.030
mg/L
0.01
JF 1112712018
Client Sample i13:
Case Farms MW5
Lab Sample 10.
.69467.03
alto;
WaterTenh Labs
Collection Date;
11/2012018 10;46
Parameter
Methg
WWA
Ydk
Rep Ltmit .&alya
Analvalm 9mgMing
Arsenic, Total
EPA 200.7
40.006
mg/L
0.005
JF 11&7/2018
Copper, Total
EPA 200.7
K0.006
rng/l..
0.006
JF 11127120JO
Formaldehyde
In House
<025
mg/L
0.26
DW 11/2812018
MBAS
SM 6640 C-2000
<0:1
mg/L.
0.1
SK 11/2112018 1630
Potassium:, Total
EPA 200.7
1.96
mg/I•
0.6
JF 11/27/2018
Sodium, Total
EPA 2001
8..17
mg/L
0.0
Ji= 11/27/2018
Total' Organic Carbon SM 6310 5-2000
<1,0
mg/L
1
MG 11126/2018
Zlno, Total
EPA 200.7
0.011
mg1L
0.01
JF 11127/2018
NA m not cn*xoO
— -- -- .... - �.-..._.f _..-... _-.. ____ --_w w._ . —
P.O. f3ax A73 106 Spar#Strae# KemarsvEfta, tVorkh Caraffns 27284 lei: 338 4188,2841 F�tx: 336-949.032$ www.rsndafahs.ram Pape 2
ral_CaA_ba�iC�v i tl

RIESEARCh A►NA YTiCAt
Ub1 RaORIESP INC.
1 Analyticcti/process Consultations
December 12, 2018
Water Tech labs, Inc.
F.b. box 1056
Grattlte Balls, NC 28630
Attentlan:John Gragg
Chemical Analysis for SelcdW Parameters and Sampling Lecalion Identlffed as Case berms
(A Water Tech Labs, Inc. Project, collected ;0 November 2(12a)
1: Miseeganeous
Zone.#1
Zone #2
Zone 03
Zone #4
rijameters
Results
Results
Results
ItAulfs
(11119M
m k
fm9110
/k
C alclum, Total
424
622
763
564
Copper, Total
1.86
4.58
8.30
5.60
Potassium, Total
$79
1,130
1,670
3,298
Phosphorus, Total
41.8
160
316
29.1
Sodium, Total
233
295
50.0
615
Mausenosojotal
73:3
86.4
124
176
Magnesium" Total
981
1,600
21020
3,200
Zino, Total
17.6
27.7
34.2
37.4
11. 11 beellaneous
Zone #1
zone 02
Zone #3
lone #4
hazalatm
Results
Results
Results
Results
CAI
M
06)
Percent Humic Matter
8.2
8.0
10.6
10.4
Exchangeable Sodium
4.8
$10
2.3
1.8
Percent Flaw Saturation
68.4
58.0
75.8
43.1
Ill. Miscellaneous
Zone 91
Zone #2
Zone #3
Zone#4
k"Aulmrs
Results
Results
Results
Results
f8u)
�
M
M
PH
6.03
5.69
3.95
5.97
1V. Miscellaneous
Zone #1
Lone 02
Zone #3
pone #4
rAMM
Results
Results
Results
Results
int RONDO g)
lrne4/100 9)
jMwaOO
{ERG/100 e1
Cation Exchange Capacity
2.9
4..1
4.8
6.4
Acidity
0.92
1.72
ills
3.64
Sample Number:
$9460-41
59468-02
59468-03
59468.04
Sample Collected Date:
11wi8
11/20/19
11/20/19
11/20/12
Sample Collected `Time:
-.-.
.--
--
._
meg1100 g - milie4aivalonts per 100 grams Not Available
mg/lc8 - inilligrams per kilogram - parts per million
% - percent
Std. Units - Standard Units

RuFAitch & ANALYTICAL
I.Abowoizin, INC.
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W .,A
ER. TE5, C-H L A BS, liriv
5 Pinewood Plaza Drive - P.O. Box 1056
Granite Falls, NC 28630
Phone [phone] - Fax [phone]
CLIENT: Case Farms Hatchery
PHONE NUMBER: 828.438.6900 ext.697a
clo Cindy McGinnis
TYPE SAMPLE: nla
Manager
No. LOCATIONS: 4
SAMPLER
NAMIW:
Sample Collection Information
TYPE
E r2
CONTAINERS
Sample Location
FacilityName DATE TIME
TEMP.
Grab!
No'
Plastic! ANALYSIS REQUIRED
Composite
Glass
Effluent r1�
4
y.
Z
Grab
8
Plastic Fecal Coliform, Chloride, TDS
BOD-5, TSS, Conductivity
NO3-N,TKN, NH3-N
Monitoring Well #3,E �tj
i
Grab
12
Plasttol TDS, Chloride, MBAS,
Giess Formaldehyde,
Conductivity
As, Cu, K, Zn, Na
NH3-N. NO3-N, T.P., TKN
TOC
VOC(Annual Nov. only)
Monitoring Well #4 7,p- j j
Grab
12
Glass Same As #3
Monitoring Well #5 i „ Za
Grab
12
[a tict y Same As #3
Reli ed By: Date:
Time:
eciev
Dat
Time:
r-1-
Relinquls d By: t Date.,
Time:
eceived
ate:
Time:
P SERVATION:
4o14°C
SO4
if if POH
NO3
�119chlomaffng
j Agent
(] Other
SAMPLE TEMP. @ LAB
g11
Chlorine Residt/e
NC CERTIFIED LAB # 60

R7wrR4rcCN L#98..Ir,C.
POST OFFICE BOX 1056 • #5 PiNFWOOD PLAZA OR,
GRANITE FALLS, NORTH CAROLINA 28630
[phone]
SAMPLE.-
Case Farms -Hatchery COLLECTIONDATE.
7/11/2018
PERMIT A
COLLECTION TIME:
14:30
ADDRESS:
Case Farms Hatchery RECEIVED DATE:
7/11/2018
RECEIVED TIME
15:15
REPORTED.
7/3112018
ANALYSIS
ANALYSIS
EFFLUENT UNITS DATE
ANALYST
BOO
291 mg/L 7/12119
jdg
TSS
287 mglL 7/13/18
jrg
NH3
17.9D mg/L 7113/18
jrg
Fecal Coliform
210 /100mL 711112018
jrg
Conduclivity
812 umhos/cm 7/13/18
jrg
NO3-N
0.12 mg/L 7/27118
jdg
TKN
67.5 mg/L 7/27/18
jdg
T. Nitrogen
67.62 mg/L 7MI18
jdg
T. Phosphorus
6.39 mg/L 7/27118
jdg
Chloride
59 mg/L 7/16118
lag
TOS
488 mg/L 7/13/18
lag
LOG ID. 1807-192 REPORTED BY: ItiC CERTIFIED LAB # 50
Tony Gragg, Lab Supervisor

POST OFFICE BOX 10S6 • #6 PINEWOOD PLAZA DR.
GRANITE FALLS, NORTH CAROLINA 28630
. [phone]
SAMPLE: Case Farms-Hatchery-MW#3 COLLECTIONDATE:
7/11/2018
PERMIT #• COLLECTION TIME:
13:00
ADDRESS: Case Farms Hatchery RECEIVED DATE:
7/11/2018
RECEIVED TIME:
15:15
REPORTED:
7/31/7n1 R
ANALYSIS
ANALYSIS RESULTS UNITS DATE ANALYST
TDS
66
mg/L
7/13118
lag
TOC
<1.0
mg/L
711 am s
NH3
<0.2
mg/L
1/13118
jrg
Chloride
6.8
mg/L
7116118
lag
Arsenic
<0.005
mg/L
7/17118
NO3-N
0.82
mg1L
7/27118
jdg
TKN
<0.14
mg/L
7127118
jdg
T Nitrogen
0.82
mg1L
7127/18
jdg
T. Phosphorus
027
mg/L
7WI18
jdg
Zinc
0.014
mg/L
7/17/18
MBAS
<0.1
mg/L
7113118
Sodium
7.66
mg/L
7117118
Formaldehyde
<0.25
mg/L
7118118
Conductivity
109
umhoslcm
7113118
jrs
Copper
<0.005
mg/L
7117/18
Potassium
2.21
mg/L
7/17/18
LOG ID: 1807-193 REPORTED BY: NC CERTIFIED LAB # 50
fb'*
Tony Gragg, Lab Supervisor

ivreni i cH Ljvw,nc.
POST OFFICE BOX 1056 • #5 PINEWOOD PLAZA DR.
GRANITE FALLS. NORTH CAROLINiA 28630
[phone]
SAMPLE: Case Farms-Hatchery-MW#4 COLLEC77ONDATE: 7/11/2018
PERMIT #: COLLECTION TIME: 14:00
ADDRESS., Case Farms Hatchery RECEIVED DATE: 7/11/2018
RECEIVED 71ME. 15:15
REPORTED: 7/31 /2018
ANALYSIS
ANALYSIS
RESULTS
UNITS
DATE
ANALYST
TDS
46
mg/L
7/13/18
lag
TOC
<1.0
mg/L
7H3J18
NH3
<0.2
mg&
7/13118
jrg
Chloride
8.5
mg/L
7/16/18
lag
Arsenic
<0.005
mg/L
7/17/18
NO3-N
0.62
mg/L
7/27/18
jdg
TKN
028
mg/L
7/27118
jdg
T. Nitrogen
0.90
mg/L
7/27118
jdg
T. Phosphorus
0.21
mg/L
7127118
jdg
Zinc
0.043
mg/L
7/17118
WAS
<01
mg/L
7113/18
Sodium
6.35
mg/L
7/17/iB
Formaldehyde
40.25
mg/L
7/16/18
Conductivity
75
umhos/cm
7/13118
jrg
Capper
<0.005
mg/L
7117/18
Potassium
5.91
mg/L
7117/18
LOG 1D: 1807-194 REPORTED BY: NC CERTIFIED LAB # 50
f�*
Tony Gragg, Lab Supervisor

tin> TECH LI US Inc.
POST OFFICE BOX 1056 - #5 PINEWOOD PLAZA DR
GRANITE FALLS, NORTH CAROLINA 28630
[phone]
SAMPLE: Case Farms-Hatchery--MW#5 COLLECTION DATE:
7/11/2018
PERMIT * COLLECTION TIME:
13:30
ADDRESS: Case Farms Hatchery RECEIVED DATE:
7/11/2018
RECEIVED TIME:
15.15
REPORTED:
7/31/2018
ANALYSIS
ANALYSIS RESULTS UNITS DATE ANALYST
TD5
76
mg/L
7113/18
lag
TOC
<1.0
mg/L
7113118
NH3
<0.2
mg/L
7/13/18
jrg
Chloride
21.3
m9/L
7116/18
lag
Arsenic
<D.005
mg/L
7/17/18
NO3-N
1.20
mgll.
7/27118
Idg
TKN
<0.14
mg1L
7/27/18
)dg
T. Nitrogen
1.20
mg/L
7/27/18
jdg
T. Phosphorus
0.25
mg/L
7/27/18
jd9
Zino
0.018
mglL
7/17/18
MBAS
<0.1
mg1L
7/13118
Sodium
10.2
mg1L
7/17118
Formaldehyde
<0.25
mg/L
7116118
Conductivity
125
umhos/cm
7/13116
jrg
Copper
<0.005
mglL
7117118
Potassium
1.94
mg/L
7/17/18
LOG ID: 1807-195 REPORTED BY. NC CERTIFIED LAB # 50
Tony Gragg, Lab Supervisor

LLAORUMdEs INC.
For: Water Tech Labs, Inc,
Ro. Box 1056
Granite Falls, NC 28630
Attn: Joe Gragg
Client Sample ID: Case Farms MW3
Site: Water Tech Labs
Parameter .�._.. _.. Method_.
Arsenic, Total EPA 200.7
Copper, Total EPA 200.7
Formaldehyde
MBAS
Potassium, Total
Sodium, Total
Total Organic Carbon
Zinc, Total
In House
SM 5540 C-2000
EPA 200.7
EPA 200.7
SM 5310 8-2000
EPA 2001
Client Sample ID:
Case Farms. MVV4
Site:
Water Tech Labs
Parameter
Method
Arsenic, TotalW —��
EPA 200.7 —
Copper, Total
EPA 200,7
Formaldehyde
In House
M3AS
SSA 5540 C-200
Potassium. Total
EPA 200.7
Sodium, Total
EPA 200.7
Total Organic Carbon SM 5310 B-2000
Report of Analysis
7/20/2018
ANALy
01
w
�=M NC93" Z:
NC437701
M Y•
Lab Sample jD: 53345-01
Collection Date: 7/11/2018
13:00
Result
Units
Rea Limit
An" alvst
Anal sts Da e1T'me
<0.005
mg/L
0.005
KL
7/17/2018
<0,005
mg/L
0.005
KL
7/17/2018
<0.25
mg/L
0.25
DW
7/1812018
<0.1
mg/L
0.1
AW
7/13/2018 0900
2.21
mg/L
0.5
KL
7/17/2018
7.66
mg/L
0.5
KL
7117/2018
<1.0
mg/L
1
MG
7113/2018
0.014
mg/L
0.01
KL
7/1712018
0
Lab Sample IM
53345.02
Collection Date:
7/1112018 14:00
es Rult
Units
Re Limi Anaf s Anal sis E)ate/Tirne
<0.005
m !L
0.005
t<L 7/17/2Q78
<0.005
mg/L
0.005
KL 7/17/2018
<0,25
mg/L
0.25
DW 7/16/2018
<0.1
mg/L
0.1
Abel 71131201a 0500
5.91
mg/L
0.5
KL 7117/2018
6.35
mg1L
0.5
KL 7/17/2018
<1.0
mg/L
1
NIG 7113/2018
0, Sax 473 tt16 Short 5treat Kernersvtlle. North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1

Ubortwforz
Client Sample ID: Case Farms MW4
Site; Water Tech Labs
Parameter Method
Zinc, Total EPA 200.7
Client Sample ID: Case Farms MW5
Site: Water Tech Labs
Parameter _. __-_---.-_--_.-----_Method
Arsenic, TotalV "� _
- !"PA
Copper, Total
EPA 200.7
Formaldehyde
In Mouse
MBAS
SM 5540 C-2000
Potassium. Total
EPA 200.7
Sodivan, Total
EPA 200.7
Total Organic Carbon
SM 5310 I3-2000
Zinc, Total
EPA 200,7
Report of Analysis
7/20/2018
Lab Sample ID: 53345-02
Collectlon Date: 7/11/201& 14.00
Result Units Rev Limit Analyst Analysis D telTime
0.043 mq1L 0.01 KL 7/17/2018
Lab Sample ID: 53345-03
Collection Date: 7/11/2018 13.30
Result
Units
w Reo Limi�
Anal s Anatysis Date/Time
c0.005 '
`mg/L
0,005
KL
711712018
<0.005
mg,IL
0.005
KL
7/17/2018
<0.25
mg1L
0.25
DW
7/16/2018
<0.1
mg/L
0.1
AW
7/1312018 0$00
1.94
mg/L
0.5
KL
711712018
10.2
mglL
0.5
KL
7/17120i8
41.0
mg/L
1
MG
7/13/2018
0.018
mgrl.
0.01
KL
7117/2018
n1.4 = no/ anotyze-a
P.O Box 473 106 Short Street KemersAle. North Carolina 27284 Tel: 336-95G-2841 Fax. [phone] wvm randalabs cent Page 2

L1'. -1 C LABS,,
5 Pinewood Plaza Drive - P.O. Box 1066
Granite Falls, NC 26630
Phone [phone] -- Fax [phone]
CLIENT: Case Farms Hatchery PHONE NUMBER: 828-438-6900 ext6975
c/o Cindy McGinnis TYPE SAMPLE: nla
Manager
Effluent
Monitoring Well #3
Monitoring Well #4
Monitoring Well #5
113W,jWed By: �,
No. LOCATIONS: 4
SAMPLER NAME:
Collection Information T TYPE CONTAINERS
DATE TIME TEMP. Grab/ No Plastic/ ANALYSIS REQUIRED
Composite Glass
Grab 8 Plastic 1=ecal Coliform, Chloride, TDS
BOD-5, TSS, Conductivity
NO3-N,TKN, NH3-N
0
r I Grab
i.I ftob .0 Grab
�.0 Grab
Date: Time: I R r_io..or
Elate:
,,[ Coal 4°C
,*�Q12SO4
[] NaOH
IN03
hlamating Agent
f J Other
SAMPLE TEMP. @ LAB (-C) 3. a
Chlorine Residu I mg1l
12
Plastid
TDS, Chloride, MBAS,
Glass
Formaldehyde, Conductivity
As, Cu, K, Zn, Na
NH3-N. NO3-N, T.P., TKN
TOC
VOC(Annual Nov. only)
12
Plastid
Glass
Same As #3
12
Plastid Glass 10
Same As #3
Date. t
Time:
NC CERTIFIED LAB* 50

m mom Roy Cooper, Governor
■� NC DEPARTMENT OF Susi Hamilton. Secretary
■moms NATURAL AND CULTURAL RESOURCES
s mom Walter Clark, Director, Land and Water Stewardship
NCNHDE-9296
June 17, 2019
Chrissa MacConnell
MacConnell & Associates, P.C.
1101 Nowell Road
Raleigh, INC 27607
RE: Case Farms; A65501.30
Dear Chrissa MacConnell:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one -mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near the project boundary, it does not imply or confirm their absence; the area may not have been
surveyed. The results of this query should not be substituted for field surveys where suitable habitat
exists. In the event that rare species are found within the project area, please contact the NCNHP so
that we may update our records.
Please also note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may also not be redistributed without
permission.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919.707.8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
121 W. JONES STREET, PALEIGH_ NC 27603 - 1651 MAIL SERVICE CENTER, RALE10H. NC 27699
OFC S19.707.9120 • FAX 919.707,9121

NCNHDE-9296: Case Farms
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❑ Buffered Project Boundary
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Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 2 of 2

Case Farms Morganton Hatchery
Irrigation System Expansion
Soils Evaluation
MacConnell & Associates, P.C.
1101 Nowell, Road, Suite 118
Raleigh, North Carolina 27607
P.Q. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone; [phone]
sandec.com
MacConnell & Associates, PC
Attn: Mr. Gary MacConnell, PE
PO Box 129
Morrisville, NC 27560
Revised May 14, 2019
S&EC Project #13766.51
Re: Soil Series Evaluation on Proposed Case Farms Spray Irrigation Expansion Site, Burke County, NC.
Dear Mr. MacConnell:
Soil & Environmental Consultants, PA (S&EC) performed a soil series evaluation on the above
referenced property. This was performed at your request as part of the preliminary planning process in
order to determine areas of soil that have potential for surface wastewater disposal. Fieldwork was
performed on January 25, and May 2, 2019 and was completed as per our scope of work dated January
21, 2019.
Case Farms currently has a permitted spray irrigation system as covered in the NCDEQ Permit No.
WQ0033677. The facility has a documented and permitted flow volume of 8,000 gallons per day. The
existing spray irrigation field is 4.21 acres in size. The current yearly application rate is 29.18 inches
per year. According to information provided to S&EC, during certain times of the year the facility is
experiencing ponding issues within the spray field. Therefore a consideration is made to increase the
wetted area into the wooded area adjacent to the existing spray field.
This report is being prepared to help assess the possibility of expanding the spray field and to satisfy
part of the requirements set forth by 15A NCAC 02T .0504 (b) concerning the soils report for
Wastewater Irrigation Systems. This report covers subsets 1 and 3 of .504 (b), whereas subsets 2 & 4
will be covered in follow up testing once the proposed wetted area is determined.
S&EC traversed the property and observed landforms (slope, drainage patterns, past use, etc.) as well
as soil conditions (depth, texture, structure, seasonal wetness, restrictive horizons, etc.) through the use
of soil auger borings. The site was evaluated during moist soil conditions. From these observations,
an evaluation of the site, relative to surface disposal of wastewater, was developed. Soil areas were
estimated in the field, the soil boring locations flagged and located using a hand held GPS unit.
FINDINGS
At each boring location, the soils were classified by soil series name according to the standard
methodology for soil classification stated in the "Field Book for Describing and Sampling Soils,
version 3" published by the Natural Resources Conservation Service (NRCS, 2012). After
identification to the series level, the soils were further categorized into map units based on similar
morphological characteristics and/or high frequency of association.

This site is located in the upper piedmont mountain region of Burke County. The upland soils on this
tract are similar to the Fairview soil series (Fine, kaolinitic, mesic Typic Kanhapludults). These soils
typically have a thin sandy loam surface material over a sandy clay loam to clay subsoil. Generally
these soils are at least 48 inches (or more) deep to prohibitive soil characteristics and are suitable for
surface spray wastewater systems. The soil morphological data for each hand auger description is
noted in the soil profile description sheets in Attachment 1.
The potentially useable soil areas are identified on the attached "Soil Series Evaluation Map". The
initial proposed spray irrigation area is 1.97 acres in size. Based on a site meeting with the project
engineer, the proposed spray field area was expanded within some areas that contain small amounts of
unsuitable topography (drainageway features, gullies, etc.). The project engineer and the land owner
plan to fill in these unsuitable features and spray irrigate in this area. This is identified with the "Red
Hatched Lines" on the attached map. The proposed area to be amended with fill is approximately 1.41
acres in size. The larger drainage features were determined unsuitable due to surface water diversion
features and labeled "UN" on the attached map. The setbacks and/or buffer areas were generated by
S&EC using GIS tax map property lines, aerial map of the site and are shown on this map as "NE",
(not evaluated). These setbacks are based on surface spray irrigation and not surface drip irrigation.
Final spray field setbacks and acreage will need to be established by the project surveyor.
To fill in the small gullies and drainage features, the fill material must have a soil texture of sandy
loam in order to establish vegetative cover and must contain no more than 10% by volume fibrous
organics, or other debris. The fill material and the existing soil shall be mixed to a depth of six inches
below their interface. All heavy vegetative cover and organic leaf litter will be removed from the
existing soil surface before fill material is added. The area will be level from adjacent upland sides
and the lower end side slope of the fill shall not exceed a rise to run ratio of 1:4. The fill soil needs to
be constructed so it sheds surface water and will be stabilized with a vegetative cover to prevent
eroding. S&EC and the project engineer will need to meet with NCDEQ to review the areas to be
amended and to gain approval of these areas being used for spray irrigation.
GENERAL WASTEWATER CONSIDERATIONS
Once potentially useable areas are located through vertical borings, the next consideration is to identify
the soil series and the boundary limits of each series. Based on our estimates, approximately 3.38
acres of Fairview Soil Series is up for consideration for the spray field expansion. Once a proposed
wetted area is identified, then additional site testing will be required such as in -situ hydraulic
conductivity measurements, soil fertility analysis and additional detailed soil profile descriptions.
Depending on the results of those studies, an updated water balance may be required as well.
Maximum Instantaneous Application Rate:
Table 1 (see attached) gives the typical ranges of soil infiltration rates as a function of surface texture
and slope. As previously mentioned, the site is currently wooded and contains a good cover of leaf
litter over the soil. Most of the surface textures encountered on the site fall into the sandy loam class.
Some areas had a thin layer of sandy loam surface over a sandy clay loam textured soil. Additionally,
the slopes range from 14% to 15% with the site proposed to be left in woods and no grass cover. The
recommended instantaneous application rate is 0.2 to 0.3 in/hr. The infiltration rate for Table 1 was
obtained from the Sprinkler Irrigation Association, Sprinkler Irrigation (1969).
As noted above, the annual loading rate is 29.18 inches per year, which seems reasonable on grass
lands, however if the proposed expansion area is to be kept in woods, then the agronomic assessment
would establish the site loading based on nutrients and then we compare that value to the measured in -
situ rates. Again additional detailed site work and testing will be needed to obtain the recommended

annual loading for this expansion area before being submitted for NCDEQ review.
This report discusses the general location of potentially useable soils for surface wastewater disposal
and, of course, does not constitute or imply any approval or permit as needed by the client from the
permitting agency. S&EC is a professional consulting firm that specializes in the delineation of soil
areas for wastewater disposal and site testing, analysis and permitting assistance. As a professional
consulting firm, S&EC is hired for its professional opinion in these matters. The rules governing
wastewater treatment (interpreted and governed by local and state agencies) are evolving constantly,
and in many cases, affected by the opinions of individuals employed by these governing agencies.
Because of this, S&EC cannot guarantee that areas delineated and/or systems designed will be
permitted by the governing agencies. As always, S&EC recommends that anyone making financial
commitments on a tract be fully aware of individual permit requirements on that tract prior to final
action.
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we look forward to
assisting in the successful completion of the project. Please feel free to call with any questions or
comments.
Sincerely,
Soil & Environmental / C,,on//su
Q� W
Don Wells,
Licensed Soil ScientistIgg-
A61
--J
SOIL
'L,O U
N J

Table 1. Typical Ranges of Soil Infiltration Rates by Soil Texture and Slope.
Basic Infiltration Rate (in hr
1)*
Slope
Texture
-----------------------------------------
0-3%
3-9%
9+%
---------------------------------------------------------------------------------------------------------
sands
1.0+
0.7+
0.5+
loamy sands
0.7-1.5
0.5-1.0
0.4-0.7
sandy loams and fine sandy loams
0.5-1.0
0.4-0.7
0.3-0.5
very fine sandy loam and silt loam
0.3-0.7
0.2-0.5
0.15-0.3
sandy clay loam and silty clay loam
0.2-0.4
0.15-0.25
0.1-0.15
clay and silty clay
---------------------------------------------------------------------------------------------------------
0.1-0.2
0.1-0.15
< 0.1
Source: Sprinkler Irrigation Association, Sprinkler Irrigation (1969)
* For good vegetative cover, these rates may be 25-50% greater. For poor surface
conditions, rates may be as much as 50% less.

ATTACHMENT 1
Soil Profile Description Sheets

Attachment 1.
SOIL/SITE EVALUATION
for ON -SITE WASTEWATER SYSTEM
OWNER: _Case Farms _ APPLICATION DATE
ADDRESS:_ Morganton, NC _ DATE EVALUATED: _1-25-19 & 5-1-19
PROPOSED FACILITY: _Chicken Hatchery _ PROPOSED DESIGN FLOW: 8,000 gpd PROPERTY SIZE:
LOCATION OF SITE: PROPERTY RECORDED:
WATER SUPPLY: ❑ Private Public Well ❑ Spring
EVALUATION METHOD: EAugerBoring ❑ Pit ❑ Cut
❑ Other
TYPE OF WASTEWATER: ❑ Sewage E Industrial Process ❑ Mixed
P
R
SOIL MORPHOLOGY
OTHER
F
(.1941)
PROFILE FACTORS
I
1940
L
E
LANDSCAPE
HORIZON
.1942
POSITION/
DEPTH
PROFILE
#
SLOPE %n
(IN.)
.1941
.1941
SOIL
.1943
.1956
.1944
CLASS
STRUCTURE/
CONSISTENCE/
WETNESS/
SOIL
SAPRO
RESTR
& LTAR
TEXTURE
MINERALOGY
COLOR
DEPTH
CLASS
HORIZ
A. 0 - 4
SCL, WK SBK
Non Exp
7.5 YR 4/3
Side Slope
7.5 YR 5/6
>57"
Suitable for Spray
Bt, 4 — 23
Clay, Fi, SBK
SS, SP
15%
5 YR 5/8
1
BC, 23 38
SCL, WK, Fi SBK
SS, SP
-
5 YR 5/8
C, 38 — 57 +
SL, M
2.5 YR 5/8, 5
YR 5/6
A, 0 - 2
SL, GR
Non Exp
10 YR 3/3
Side Slope
Suitable for Spray
Bt, 2 - 24
SCL, CL, Fi, SBK
SS, SP
15%
10 YR 4/4
>48"
BC, 24 - 30
SCL, WK SBK
SS, SP
2
10 YR 5/6
SL, M
Non Exp
C, 30 — 48+
10 YR 4/3
10 YR 5/6
10 YR 7/3
A, 0 - 4
SCL, WK SBK
Non Exp
10 YR 4/6
Side Slope
>48"
Suitable for Spray
Bt, 4 - 24
SCL, CL, Fi,
SS, SP
15%
5 YR 4/6
SBK
3
BC, 24
- 30
SCL, WK SBK
SS, SP
10 YR 4/6
CB, 30 - 45
SL, WK SBK
Non Exp
10 YR 4/6
C, 45 — 48+
SL, M
Non Exp
10 YR 5/6
A, 0 - 2
CL,WK SBK
SS, SP
10 YR 4/2
Side Slope
Suitable for Spray
Bt, 2 - 24
Clay, Fi, SBK
SS, SP
15%
2.5 YR 4/8
>54"
BC, 24 - 40
SCL, WK, SBK
SS, SP
4
2.5 YR 5/8
SL, M
Non Exp
2.5 YR 5/8, 5
C, 40 — 54+
YR 5/6
COMMENTS:_ Fairview soil series (Fine, kaolinitic, mesic Typic Kanhapludults).

SOIL/SITE EVALUATION Sheet _2_ of_2_
(Continuation Sheet)
COUNTY: Burke
P
R
0
r
II
F
#
.1940
LANDSCAPE
POSITION/
SLOPE %
HORIZON
DEPTH
(IN)
SOIL MORPHOLOGY
(.1941)
OTHER
PROFILE FACTORS
PROFILE
CLASS
& LTAR
.1941
STRUCTURE/
TEXTURE
.1941
CONSISTENCE/
MINERALOGY
.1942
SOIL
WETNESS/
COLOR
.1943
SOIL
DEPTH
.1956
SAPRO
CLASS
.1944
RESTR
HORIZ
5
Side Slope
14%
A, 0 - 4
SL,GR
Non Exp
10 YR 4/2
2.5 YR 4/8
2.5 YR 1/8
5 YR 5/8, 5
YR 5/6
>57"
Suitable
for Spray
y
I
I
Bt, 4 - 24
Clay, Fi, SBK
SS, SP
BC, 24 - 45
SCL, WK, SBK
SS, SP
C, 45 —
57+
SL, M
Non Exp
6
Side Slope
15%
A, 0 - 4
SCL, WK SBK
Non Exp
7.5YR4/3
7.5 YR 5/6, 2.5
YR 4/6
2.5 YR 4/6
5 YR 5/8, 5
YR 5/6
5 YR 5/8, 7.5
YR 4/4, 7.5
YR 7/3
>87"
Mica
flakes in
Suitable
for Spray I
I
Bt, 4 — 32
Clay, Fi, SBK
SS, SP
BC, 32 - 48
SCL, WK SBK
SS, SP
C1, 48 -
72
SCL, SL, Wk
Non Exp
C2, 72 —
87+
SL, M
Non Exp
IL
u
�
i
COMMENTS:_ __ Fairview soil series (Fine, kaolinitic, mesic Typic Kanhapludults).

SOIL ,S
U' 10
�.
smq 1
�N
.•x ram..
' yZ�yl
A. P ,tiY1�Y�iN'AI�.� •
5y\ y
4
NOT A SURVEY.
"SUITABLE FOR PRELIMINARY PLANNING
PARCEL BOUNDARIES FROM BURKE
PURPOSES ONLY. THIS MAP SHOULD
DETAILED SOIL/SITE EVALUATION
COUNTY GIs. 2018 AERIAL FROM
BE USED AS A GENERAL GUIDE. SOME
SOIL LINES WERE DELINEATED AND FLAGGED
NCONEMAP.COM.
ADJUSTMENTS WILL BE NECESSARY IN
IN THE FIELD BY S&EC PERSONNEL. THE
THE FIELD DUE TO FIELD SURVEY AND
SOIL FLAGS BEAR THE S&EC LOGO. THE
TOPOGRAPHIC IRREGULARITIES.
SOIL FLAG POSITIONS AND KSAT LOCATIONS
WERE ESTABLISHED USING CPS RECEIVERS.
SEE ACCOMPANYING S&EC REPORT.
EXISTING
EXISTING
SPRAY FIELD
9
UN
UN
�- AREA 28,760 SQ.FT.
APPROX. 0.66 ACRES
7AREA 85,620 SQ.FT.
1 APPROX. 1.97 ACRES
AREA 32,660 SQ.FT.
APPROX. 0.75 ACRES
OPO
00000
Go
i
GRAPHIC SCALE
1"=150'
150' 0 150'
LEGEND
Areas contain soils
suitable for spray
irrigation systems.
Soils are similar to
the Fairview Soil
Series.
xgProposed areas by
MacConnell &
Associates, PC to be
amended with NCDWR
approved fill due to
gullies, dithces, etc.
Soils are similar to
the Fairview Soil
Series.
UNUnsuitable areas
due to landscape
position.
NEAreas not evaluated
due to property
setbacks, etc.
Soil boring location.
I"—
J
W
W
Z �
z
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V J
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w
LLJ
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0

Soil & Environmental Consultants,
8412 Falls of the Neuse Road, Ste 104
Raleigh, NC 27613
Phone: [phone]
Case Farms Spray Irrigation Expansion Site
Burke County, NC
Project No. 13766.S2
June 2, 2019
Submitted to:
MacConnell & Associates, PC
Attn: Mr. Gary MacConnell, PE
PO Box 129
Morrisville, NC 27560
Prepared by:
Soil & Environmental Consultants
8412 Falls of the Neuse Road, Suite 104
Raleigh, NC 2761

Table of Contents
Page
Executive Summary.............................................................................. 2
I. Introduction.................................................................................... 3
II. Site/Project Description...................................................................... 3
III. Soil Sampling Methods and Results ...................................................... 3
IV. Wastewater Analysis........................................................................ 4
V. Nitrogen Loading.............................................................................. 4
VI. Phosphorus Loading........................................................................ 5
VII. Salt and Heavy Metal Loading........................................................... 6
VIII. Additional Soil Sample Results......................................................... 6
IX. Crop Establishment and Management ................................................... 7
X. Conclusions..................................................................................... 7
XI. References..................................................................................... 9
Appendix 1. Waypoint Analytical Soil Laboratory Report
Appendix 2a. N and P Balance Calculations for Mixed Wooded Receiver Crop
Option
Appendix 2b. N and P Balance Calculations for Fescue Grass Receiver Crop Option

Executive Summary
Soil & Environmental Consultants, PA, (S&EC) has completed an agronomist report for
the site referenced above. This report addresses the requirements set forth by 15A NCAC
02T.0504 (i) concerning the agronomic management plan for surface wastewater
disposal, where spray irrigation fields are used as final wastewater receiver sites. Case
Farms currently has a permitted spray irrigation system as specified in NCDEQ Permit
No. WQ0033677. The facility has a documented and permitted flow volume of 8,000
gallons per day and an existing 4.3 acre spray irrigation field. The current annual
application rate is 29.18 in/year, but there is a desire to expand the spray field into an
adjacent wooded area.
The existing spray field utilizes tall fescue as a receiver crop, while the expanded spray
area would be located in a mixed stand of mature pine and hardwood trees. For this
agronomic analysis, S&EC determined maximum nutrient loading rates to the new
proposed area (3.38 ac) using two different cover crop scenarios. The first scenario
assumes that the area remains vegetated as mixed hardwood and pine trees, whereas the
second option evaluates the feasibility of replacing the wooded areas with fescue grass.
A portion of the new spray area (1.41 ac) would require amending ditches and gullies
with suitable fill materials.
Based on the existing pine/hardwood trees, irrigation rates would be limited to 17.92
in/yr or 4506 gal/day if irrigated on 3.38 acres of usable soils. In the case of the fescue
grass option, up to 10,279 gal/day (40.88 in/yr) could be irrigated on the 3.38 acres of
usable soils.
Soil phosphorus levels in the proposed new area tested "Low" and would benefit from
wastewater P additions. P added as wastewater would be slightly more than potential
crop P removal rates but it would not be a limitation to the maximum irrigation rates
based on PAN limitations for either receiver crop scenario.
2

MacConnell & Associates, PC
Attn: Mr. Gary MacConnell, PE
PO Box 129
Morrisville, NC 27560
Environmental Consultants,
Neuse Road,
Raleigh, NC 27613
Phone: [phone]
June 3, 2019
Project #: 13766.52
Re: Agronomist Report for Case Farms Spray Irrigation Expansion Site —Burke County,
NC.
I. Introduction
Soil & Environmental Consultants, PA, (S&EC) has completed an agronomist report for
the site referenced above. This report addresses the requirements set forth by 15A NCAC
02T.0504 (i) concerning the agronomic management plan for surface wastewater
disposal, where spray irrigation fields are used as final wastewater receiver sites.
Case Farms currently has a permitted spray irrigation system as specified in NCDEQ
Permit No. WQ0033677. The facility has a documented and permitted flow volume of
8,000 gallons per day and an existing 4.3 acre spray irrigation field. The current annual
application rate is 29.18 in/year, but there is a desire to expand the spray field into an
adjacent wooded area. The purpose of this report is to perform an agronomic evaluation
to determine the feasibility of dedicating the new adjacent areas as additional receiver
sites. As part of this study, the proposed new spray areas were analyzed to determine
nutrient and other agronomic limitations based on year-round application of the
wastewater.
II. Site/Proiect Description
The proposed irrigation scheme contains one major soil unit (Fairview series) as
described in S&EC's soil evaluation of the site. A portion of the new spray area (1.41 ac)
would require amending ditches and gullies with suitable fill materials. Refer to the soil
report and associated maps for additional soil series background information. The
existing spray field utilizes tall fescue as a receiver crop, while the expanded spray area
would be located in a mixed stand of mature pine and hardwood trees. For the agronomic
analysis, S&EC determined maximum nutrient loading rates to the new proposed area

(3.38 ac) using two different cover crop scenarios. The first scenario assumes that the
area remains vegetated as mixed hardwood and pine trees, whereas the second option
evaluates the feasibility of replacing the wooded areas with fescue grass. Please note that
soil hydraulic limitations were not considered in nutrient loading calculations.
III. Soil Samplinit Methods and Results
The proposed addition to the existing spray field is located in an existing stand of mature
pine and hardwood trees. Since the area has historically been managed as a single unit,
one composite soil sample was created by collecting random cores from the upper 6
inches of soil throughout the proposed spray area. Soil fertility sample results are
reported in Appendix 1 and summarized in Table 1. Soils were not analyzed for nitrogen
due to the dynamic nature of soil N. Likewise, soils were not analyzed for heavy metals
given that historical crop management does not indicate any prior heavy metal loading.
Soil samples were not collected in the existing permitted spray field.
Table 1. Soil Fertility Results Summary for Selected Nutrients/Parameters.
vegetation
CEC
pH
P
K
I M
Ca
S
-T�Sample
Zn
Mn
Cu
me/100
---------------------------------- PPM --- ----------------------------------
S-1
Mixed
pines/hardwoods
2.4
5.2
6
54
48
209
23
F-17.422
0.3
IV. Wastewater Analysis
A wastewater analysis was provided to S&EC from the values reported on the site's Non -
Discharge Monitoring Reports (Form NDMR 08-11) for the time period of March 2018-
February 2019. Nitrogen is the plant nutrient that is typically the most limiting to
wastewater application. A summary of the estimated wastewater-N fractions is provided
in Table 2.
Based on the N constituent estimates, the average annual combined nitrate (NO3--N) and
nitrite (NO2 -N) nitrogen is 0.20 mg NO3--N + NO2 -N /L. The average annual
ammonium concentration is 23.77 mg NH3'-N /L, and the average total Kjeldahl
Nitrogen (TKN) value is 49.10 mg/L.
Table 2. Summary of Wastewater N-Fractions for Case Farms.
Date
TKN
NH3
NO3
NO2
Inor -N
Or -N
m/L
m/L
m/L
m/L
rn/L
m/L
March 2018
18.50
13.40
0.28
N/A
13.68
5.10
July 2018
67.50
17.90
0.12
N/A
18.02
49.60
November 2018
61.30
40.00
0.21
N/A
40.21
21.30
Average
49.10
23.77
0.20
N/A
23.97
25.33

Plant available nitrogen (PAN) application rates were determined for the spray areas
based on wastewater analysis and hydraulic loading rates. Since the wastewater will be
applied to the proposed areas through a sprinkler spray system, some ammonium -
nitrogen (NH4'-N) will be lost via ammonia volatilization. S&EC assumed an ammonia
volatilization coefficient of 0.5 for the present analysis. According to the wastewater
analysis, a significant proportion of wastewater-N is present as organic-N. An annual N-
mineralization coefficient of 0.35 was used for determining PAN.
Using these estimates, the annual wastewater plant available nitrogen (PAN) was
calculated as follows:
Total applied PAN = (0.20 mg NO3--N + NO2--N /L + 0.5(23.77 mg NH4'-N/L) +
0.35(25.33 mg organic N/L) = 21.0 mg PAN/L
Recommended annual PAN application rates were determined using available data for
both proposed vegetation types (Table 4). PAN recommendations for hardwood and pine
trees were referenced from the North Carolina Cooperative Extension/NC State
University Nutrient Management Manual (2003). These recommendations suggest that
hardwood trees could assimilate 70-100 lb/PAN/yr. Based on the soil map units
encountered on -site and the characteristics of the wastewater, S&EC recommends a
maximum annual application rate of 85 lb PAN/ac/yr. In order to prevent over -
application of N, the hydraulic loading rates in each proposed irrigation zone would be
limited to 17.92 in/yr. Based on an application area of 3.38 acres, this equates to a
maximum irrigation rate of 4506 gal/day if the wetted area remains in its current wooded
state. As previously noted, this value does not take into account potential soil and
hydrogeologic limitations or all required buffers.
Recommended annual PAN application rates for tall fescue grass are based on Realistic
Yield Expectations (RYE) collected from the North Carolina Nutrient Management
Workgroup located at https://realisticyields.ces.ncsu.edu. As previously noted, the soils in
the new area consist of Fairview soil map units which as a basis for determining
maximum allowable PAN rates. These recommendations suggest that tall fescue and/or
similar cool season grasses could assimilate up to 194 lb/PAN/yr. Based on the soil map
units encountered on -site and the characteristics of the wastewater, S&EC recommends a
maximum annual application rate of 194 lb PAN/ac/yr. Therefore, the maximum annual
hydraulic loading rate based on nitrogen loading for fescue grass would be 40.88 in/yr.
Based on an application area of 3.38 acres, up to 10,279 gal/day could be irrigated on the
site if the wooded area was converted to fescue grass. Please note that this value does not
take into account potential soil and hydrogeologic limitations or all required buffers.
The minimum land area required for disposal based on nitrogen balance calculations for
both receiver crop scenarios is reported in Appendix 2.

Table 4. Recommended Annual Plant Available Nitrogen (PAN) Application Rates.
Proposed Vegetation
Limiting
Mapped Soil
Unit
Annual
Recommended
PAN
Limiting
Hydraulic
Loadin Rate
Limiting
Hydraulic
Loadin Rate
Ib/ac
in/yr
al/da
Mixed pine and hardwoods
Fairview
85
17.92
4506
Tall Fescue grass
Fairview
194
40.88
10,279
VI. Phosphorus Loadin
Several assumptions were also made in determining P loading on the proposed spray
fields. Wastewater total phosphorus (TP) values are composed of both organic and
inorganic forms of P. Since much of the wastewater-P is typically in an organic form, not
all of the P will be immediately plant available. In addition, a significant portion of the
inorganic wastewater-P will form insoluble Fe and Al precipitates and/or become
strongly adsorbed to amorphous soil Fe minerals once land applied. Given these
assumptions, S&EC estimates that 60% of the applied P will become plant available
(NCDA, 1999). Based on the wastewater analysis, the average total phosphorus
concentration is 13.94 mg/L. Using this average value, the total plant available
phosphorus of the wastewater is calculated as follows: 13.94 mg Total P/L x 2.29 x 0.60
= 31.8 mg P205/L.
The proposed maximum hydraulic loading rate for the mixed hardwoods/pines (17.92
in/yr) would supply 34 lb P205/ac/yr to the spray field, whereas increasing the rate to
40.88 in/yr for fescue grass would increase the P205 rate to 771b/ac/yr. Based on
research completed by Son and Gower, hardwoods removed up to 29 lb P205 from the
soil (1991). Fescue grass has the ability to assimilate up to 69 lb/ac/yr. Annual
wastewater-P205 application rates and estimated crop P205 removal rates for both options
are found in Table 5. Even though projected P application rates exceed vegetation
removal rates, P is expected to largely become chemically fixed in the soil. Therefore,
phosphorus loss from the site should be considered nominal, as long as sound erosion
control practices are implemented and irrigation runoff is prevented.
The minimum land area required for disposal based on phosphorus balance calculations
are shown in Appendix 2.

Table 5. Recommended Annual Phosphorus (P205) Application Rates by Proposed
Vegetation Type.
Proposed Vegetation
Limiting
Mapped
Soil Unit
Limiting
Hydraulic
Loadin Rate
Proposed
P205
Application
Potential
Crop
Removal
in/ r
Ib/ac
Ib/ac
Mixed pine and hardwoods
Fairview
17.92
34
29
Tall Fescue grass
Fairview
40.88
77
69
As noted in the soil fertility test results, current soil test phosphorus (P) levels in the
wooded area is categorized as "Very Low", according to the North Carolina index value.
This indicates that either potential cover crop could benefit from the addition of
wastewater-P. Maintaining adequate soil P can be especially important as P is commonly
a limiting nutrient in forest productivity on these soils. Since the P added as wastewater-
P would not adequately build up soil P to recommended levels, an additional application
Of P205/ac should be considered for the intended cover crop(s) per Waypoint Analytical
soil test recommendations.
VII. Salt and Heavy Metal Loading
Sodium concentrations were not analyzed in the provided wastewater analysis. However,
agricultural wastewater typically has Sodium Adsorption Ratios (SAR) values below
10.0, thereby posing little risk of developing sodium related problems in the soil. Annual
soil samples should also be taken to monitor sodium status in the soil. Irrigated areas can
be amended with gypsum additions should SAR or soil sodium levels start to increase.
Since heavy metals were not included in the wastewater analysis, S&EC did not calculate
metal loading or site life limitations. However, considering the waste stream source,
heavy metal loading and associated plant toxicities are not expected to be an agronomic
concern.
VIII. Additional Soil Sample Results
Based on the soil sample results, the surface CEC of the mixed pine hardwood area is 2.4
meq/100g. Although this value is considered relatively low from a total nutrient holding
capacity standpoint, adding lime at the recommended rate (1.0 ton/ac) should increase the
pH dependant CEC and ensure nutrient availability for optimum plant uptake. Lime
applications should follow recommendations made by the current soil analysis and on all
future soil samples.
Improving the soil fertility on the site with lime and other amendments will serve to
maximize growth potential of wooded and grassy areas. The wooded areas are already
adapted to the marginal soil fertility conditions and will likely thrive even without the
addition of these amendments, especially since the irrigation system will provide a
constant supply of water, nitrogen and phosphorus. If maximum timber or grass yield is
desired, liming should be performed as recommended in the attached soil test report to

raise soil pH and improve the low calcium and magnesium levels. Since access lanes
would likely be established to accommodate irrigation lines, lime and other fertilizer
additions could occur via broadcast applications along the cleared pathways.
Potassium (K) was not estimated as part of the wastewater analysis. Soil test results
suggest that the proposed new area has "low" levels of soil K and could benefit from
additional K fertilizer in order to maximize growth (Appendix 1).
According to the soil fertility analysis, the average sodium (Na) level of the sampled area
was 12 mg/kg soil. Sodium levels above 15% of the CEC can be detrimental to crop
production and to the soil structure in the surface horizons. The soil fertility lab results
indicate that these soils do not meet this threshold level of sodium. Wastewater sodium
adsorption ratio (SAR) was not reported by the wastewater analysis, but typically
agricultural wastewater does not contain sodium concentrations at detrimental levels.
Annual soil samples should be taken to monitor sodium status in the soil. Irrigated areas
can be amended with gypsum additions should SAR or soil sodium levels start to
increase.
Since heavy metals were not included in the wastewater analysis, S&EC did not calculate
metal loading or site life limitations. However, considering the waste stream source,
heavy metal loading and/or associated plant toxicities are not expected to be an
agronomic concern.
IX. Crop Establishment and Management
If the proposed spray area is to remain wooded, periodic stand thinnings should be
prescribed by a registered forester. Lanes will also need to be established through the
wooded areas to accommodate the irrigation lines. These lanes should be cleared
periodically to ensure the spray system functions properly. Low lying limbs or saplings
that interfere with uniform application from the spray heads will need to be removed on
an annual basis, as well as any limbs or trees that have fallen. As succession of the forest
takes place, there may be a need to reevaluate the forest species composition and
corresponding nutrient requirements. Soil samples should be taken every year within
each irrigation zone to monitor nutrient status, soil pH and heavy metal content.
If fescue grass is selected as a cover crop, a suitable seed bed should be established by
removing existing vegetation, stumps, weeds, etc. by chemical controls and/or tillage.
Tillage may also be necessary to develop favorable soil structural conditions. Starter
fertilizer and lime should be incorporated into the prepared seedbed prior to seeding.
Fescue grass is best established from seed in mid -August to mid -September. Seed should
be broadcast applied at a rate of 10-15 lb/ac or incorporated into the seedbed at a rate of 6
lb/ac. Once established, fescue grass should be mowed to a height of no less than 3
inches. If additional fertilization or liming is required based on soil tests, applications
should made in the late summer/early fall. Re -seeding may be required in the fall on an
annual basis. Grass will need to be cut, baled and removed as needed to remove nutrients
from the site.

X. Conclusions
Fescue grass and pine/hardwood cover crops were evaluated in the present agronomic
analysis to determine limiting nutrient loads for wastewater generated by Case Farms.
Based on this evaluation, plant available nitrogen (PAN) has been shown to be the most
limiting wastewater nutrient in both cover crop scenarios. Based on the existing
pine/hardwood vegetation, irrigation rates would be limited to 17.92 in/yr or 4506 gal/day
if irrigated on 3.38 acres of usable soils. Although the fescue grass can accept a higher
PAN loading rate, maintenance is generally less intensive in mature wooded spray areas
as compared to grass cover crops since assimilated nutrients are stored within woody
tissue.
In the case of the fescue grass option, up to 10,279 gal/day (40.88 in/yr) could be
irrigated on the 3.38 acres of usable soils. Although a larger volume of wastewater could
be irrigated in this case, fescue grass would also require more maintenance in the form of
hay cutting and removal. As previously noted, these hydraulic rate recommendations do
not take into account hydrogeologic and/or soil hydraulic limitations.
Soil phosphorus levels in the proposed new area tested "Low" and would benefit from
wastewater P additions. P added as wastewater would be slightly more than potential
crop P removal rates.
Additional nitrogen, phosphorus, and potassium fertilization should not be required on
the areas of mixed pines and hardwoods. Converting the wooded areas to fescue grass
would require lime additions to ensure optimal growing conditions. Heavy metal loading
and plant toxicities are not expected to be an agronomic concern based on the proposed
wastewater source.
This report discusses the general agronomic conditions of Case Farms spray field and
does not constitute or imply any approval or granting of a permit as needed by the client
from the State. As a professional consulting firm, S&EC is hired for its professional
opinion in these matters. The rules governing wastewater treatment and application
(interpreted and governed by local and state agencies) are evolving constantly, and in
many cases, affected by the opinions of individuals employed by the governing agencies.
Ricky Pc
NC Lice
Mark Allen
Agronomist

XI. References
1. North Carolina Interagency Nutrient Management Committee. 2014. Realistic yields
and nitrogen application factors for North Carolina crops. http://Yields.soil.nesu.edu
North Carolina State University, North Carolina Department of Agriculture and
Consumer Services, North Carolina Department of Environment and Natural
Resources, Natural Resources Conservation Service. Raleigh NC.
2. NCSU Nutrient Management Manual. North Carolina Cooperative Extension.
Reference Section 59.
3. Son, Y. and S.T. Gower. 1991. Aboveground Nitrogen and Phosphorus Use by Five
Plantation Grown Trees with Different Leaf Longevities. Biogeochemistry. 14:167-
191.
4. Tisdale, S.L., et. al. 1999. Soil Fertility and Fertilizers: An Introduction to Nutrient
Management. 6a' Edition. Prentice -Hall, Inc. New Jersey. 108-109, 119-120.
Waste Coefficients Worksheet. 1999. North Carolina Department of Agriculture and
Consumer Services Agronomic Division.
10

Page 1 of 2
Report Number: 19-084-0579
Account Number:45479
Send To: SOIL & ENVIRONMENTAL
ACCOUNTS PAYABLE
8412 FALLS OF NEUSE ROAD
SUITE 104
RALEIGH NC 27615
Waypoint(D
ANALYTICAL
"Every acre... Every year.'4M
SOIL ANALYSIS REPORT
Date Received: 03/25/2019 Date Of Analysis: 03/26/2019 Date Of Report: 03/27/2019
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Grower: Case Farms, Burk Co NC
SEC Project # 13766.52
Analytical Method(s): Mehlich 3 SMP Buffer pH Loss On Ignition Water pH
INC = North Carolina Fertility Index Value
OM
W/V
ENR
Phosphorus
Potassium
Magnesium
Calcium
Sodium
pH
Acidity
C.E.0
Sample ID
Lab
Field ID
Number
%
Soil
Ibs/A
M3
K
Mg
Ca
Na
Soil
Buffer
H
Rate
Class
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
pH
Index
meq/100g
meq/100g
S 1
12764
3.8
123
6 VL
54 L
48 H
209 L
12 L
5.2
6.85
0.8
2.4
M
MIN
IN 5
INC = 28
Percent Base Saturation
Nitrate
Sulfur
Zinc
Manganese
Iron
Copper
Boron
Soluble Salts
Sample ID
Field ID
K
Mg
Ca
Na
H
NO3 N
S
Zn
Mn
Fe
Cu
B
SS
%
%
%
%
%
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ms/cm Rate
S 1
5.8
16.7
43.5
2.2
33.3
1 VL
23 M
1.4 L
22 H
115 VH
0.3 VL
0.2 VL
0.04 VL
NC=48
NC=35.0
NC=138
NC=15.0
Values on this report represent the plant available nutrients in the Explanation of symbols: % (percent), ppm (parts per million), Ibs/A This report applies to sample(s) tested. Samples are retained a
soil. Rating after each value: VL (Very Low), L (Low), M (Medium), (pounds per acre), ms/cm (milli -mhos per centimeter), meq/100g maximum of thirty days after testing. by: �« m� G�
H (High), VH (Very High). ENR - Estimated Nitrogen Release. (milli -equivalent per 100 grams). Conversions: ppm x 2 = Ibs/A, Soluble Analysis prepared by: Waypoint Analytical Virginia, Inc.
C.E.C. - Cation Exchange Capacity. Salts ms/cm x 640 = ppm.
Pauric McGroary

Page 2 of 2
Report Number: 19-084-0579
Account Number:45479
Send To: SOIL & ENVIRONMENTAL
ACCOUNTS PAYABLE
8412 FALLS OF NEUSE ROAD
SUITE 104
RALEIGH NC 27615
Date Received: 03/25/2019
Date Of Report: 03/27/2019
Waypoint0
ANALYTICAL
"Every acre... Every year.'4M
SOIL FERTILITY RECOMMENDATIONS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Grower: Case Farms, Burk Co NC
SEC Project # 13766.52
Nitrogen
Phosphate
Potash
Magnesium
Sulfur
Zinc
Manganese
Iron
Copper
Boron
Sample ID
Intended Crop
Yield Goal
Lime
N
P205
K20
Mg
S
Zn
Mn
Fe
Cu
B
Field ID
Tons/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
S-1
Trees -Shade
0
0.0
3.0
4.5
5.5
0.31
0.11
0.03
0
0
0.01
0.50
S-1
Trees -Evergreen
0
0.8
110
157
14
5
1.3
0
0
0.5
1.0
Comments:
Nitrate -nitrogen and ammonium -nitrogen analysis will detect levels no lower than 1 ppm. Results that indicate undetected levels of nitrate -nitrogen or ammonium -nitrogen will
display 1 ppm.
"The recommendations are based on research data and experience, but NO GUARANTEE or WARRANTY expressed or implied, concerning crop performance is made." M
Our reports and letters are for the exclusive and confidential use of our clients„ and may not be reproduced in whole or part, nor may any reference be made to the
work,the results, or the company in any advertising, news release, or other public anouncements without obtaining our prior written authorization. Copy right 1977.
Pauric McGroary

Appendix 2a.
Nitrogen and Phosphorus Balance Calculations for Mixed Wooded Receiver Crop Option
Case Farms
S&EC Job#13766.S2
Fairview soils
application rate (in/yr) :
17.92
application area (sf):
147233
application rate (gal/day)
4506
Minimum land area required for nitrogen disposal based 85 Ibs PAN/acre removal rate:
mg PAN/L = 21.0
PAN recommendation = 85
days in growing season = 365
147233*21.0*8.33*365/1000000/85 =
3.38 acres, or 147,233 sf
Minimum land area required for phosphorus disposal based on 29 Ibs P2O5/acre removal rate:
mg P2O5/1- = 8.36
P205 recommendation = 29
days in growing season = 365
147233*8.36*8.33*365/1000000/29 =
3.95 acres, or 172,030 sf

Appendix 2b.
Nitrogen and Phosphorus Balance Calculations for Fescue Grass Receiver Crop Option
Case Farms
S&EC Job#13766.S2
Fairview soils
application rate (in/yr) :
40.88
application area (sf):
147233
application rate (gal/day)
10279
Minimum land area required for nitrogen disposal based 194 Ibs PAN/acre removal rate:
mg PAN/L = 21.0
PAN recommendation = 194
days in growing season = 365
147233*21.0*8.33*365/1000000/194 =
3.38 acres, or 147,233 sf
Minimum land area required for phosphorus disposal based on 69 Ibs P2O5/acre removal rate:
mg P2O5/1- = 8.36
P205 recommendation = 69
days in growing season = 365
147233*8.24*8.33*365/1000000/69 =
3.79 acres, or 164,940 sf

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone; [phone]
sandec.com
May 23, 2019
MacConnell & Associates, PC S&EC Project #13766.S2
Attn: Mr. Gary MacConnell, PE
PO Box 129
Morrisville, NC 27560
Re: In -Situ Hydraulic Conductivity Testing on Proposed Case Farms Spray Irrigation Expansion Site, Burke
County, NC.
Dear Mr. MacConnell:
Soil & Environmental Consultants, PA (S&EC) has performed an in -situ hydraulic conductivity study
at the site referenced above. For this study, S&EC evaluated the useable soil series that has been
previously identified for the expansion of the spray field. Of the initial 5 acres evaluated, 1.97 acres
were deemed to have suitable soils for spray application and 1.41 acres will need to be slightly graded
to fill small surface water diversion gullies. This report discusses the in -situ field measurements of
saturated hydraulic conductivity (K,at) within the mapped soil unit. Fieldwork was performed in April
and May 2019 and was completed as per our scope of work dated February 21, 2019.
Case Farms currently has a permitted spray irrigation system as covered in the NCDEQ Permit No.
WQ0033677. The facility has a documented and permitted flow volume of 8,000 gallons per day. The
existing spray irrigation field is 4.21 acres in size with a 2.8 million gallon lagoon. The current yearly
application rate is 29.18 inches per year. According to information provided to S&EC, during certain
times of the year the facility is experiencing ponding issues within the current spray field. Therefore a
consideration is made to increase the wetted area into the wooded area adjacent to the existing spray
field.
This report is being prepared to satisfy the requirements set forth by 15A NCAC 02T.0504 (b) (2)
concerning the in -situ measurements for wastewater irrigation systems. The goal of this evaluation is
to provide soil hydraulic conductivity data for the proper design of an expansion of the irrigation
system to serving Case Farms in Burke County, NC. A soil series report dated May 14, 2019 has been
previously completed and provided that identifies and discusses the on -site soils, this report is to be
used in conjunction with that report.
Based on conditions within the soil profiles on this site, all of the proposed areas were deemed suitable
for in -situ testing. Saturated hydraulic conductivity (K,at) measurements were conducted in the Bt (clay
& clay loam), BC (sandy clay loam) and C (sandy loam) horizons at three sites within the Fairview soil
series by the constant head well permeameter technique (also known as shallow well pump -in
technique and bore hole permeameter method).
The constant head well permeameter procedure is described in Methods of Soil Analysis, Part 1.,
Chapter 29 — Hydraulic Conductivity of Saturated Soils: Field Methods, 29 — 3.2 Shallow Well Pump
In Method, pp. 758-763 and in the Soil Science Society of America Journal, Vol. 53, no. 5, Sept. — Oct.
1989, "A Constant -head Permeameter for Measuring Saturated Hydraulic Conductivity of the Vadose
Zone" and "Comparison of the Glover Solution with the Simultaneous — Equations Approach for
Measuring Hydraulic Conductivity." In essence, a volume of water was applied and measured with

time until a steady state of water flow was achieved. This volume/time with steady state was used to
calculate the saturated hydraulic conductivity of the subsoil by the Glover equation. The three Ksat
testing sites are shown on the attached map and are identified as Ksa, Site 41 - #3. Attached is a map
showing the testing locations.
Based on the Ksa, measurements, S&EC identified that the BC (sandy clay loam) horizon had the most
limiting Ksa, value in the Fairview map unit. The average and the geometric means for all Ksat values,
by horizon and map unit, are provided in Table 1 of this report and the most limiting are summarized
below. The Ksat data calculations and field data sheet for each measurement is provided in Attachment
1.
Geometric Mean Ksat Values: Bt = 0.33 in/hr, BC = 0.05 in/hr & C = 0.21 in/hr.
These Ksat measurements were made in the unsaturated soil zone and are not intended to provide values
of the saturated zone, possible mounding or the rate of water movement off site. Although the same
exact hydraulic conductivity values (cm/hr) were not achieved for each individual measurement,
S&EC believes a steady state was achieved within the soil horizon over the testing duration. The
hydraulic conductivity rate fluctuated within a standard deviation over a long period of time and this
fluctuation is common with these types of in -situ measurements. On each Ksat measurement sheet, the
data (Time vs Ksat) is plotted and the average Ksa, value is given which is based on the last three to four
readings.
Additional work and assessments are required to determine the annual site loading rate. The next step
is to conduct a preliminary water balance based on the soil drainage, temperature and rainfall data to
get an idea of typical irrigation rates and to determine the feasibility of these soil areas. This will be
compared to the agronomic site loading.
This report discusses the in -situ testing of the proposed useable soils for on -site surface irrigation and
does not constitute or imply any approval or granting of a permit as needed by the client from the
State. S&EC is a professional consulting firm that specializes in the delineation of soil areas and site
testing and analysis for wastewater disposal. As an environmental consulting firm, S&EC is hired for
its professional opinion in these matters. The rules governing wastewater treatment (interpreted and
governed by local and state agencies) are evolving constantly, and in many cases, affected by the
opinions of individuals employed by the governing agencies.
Thank you very much for allowing S&EC to provide this service for you. Please let me know if we can
be of further assistance or if you have s about the report.
Sincerely
Soil & Environme nsu
Don Wells, Hydrologist
NC Licensed Soil Scientist r
Enclosure: Map, Ksa, data
0 y
w
References '"� l ,
Amoozegar, A. 2004. Soil permeability a `� analysis. p. 625-677. In R. D. Down and J. H. Lehr.
Environmental Instrumentation and Analysis Handbook. John Wiley and Sons, Inc. Hoboken, New Jersey.
Amoozegar, A. and A. W. Warrick. 1986. Hydraulic conductivity of saturated soils: Field methods. p. 735-
770. In A. Klute (ed.) Methods of Soil Analysis, Part 1. Physical and Mineralogical Methods. Agronomy
Monograph (2nd ed.). Am. Soc. of Agronomy, Madison, WI.

Table 1
Ksat Data Summary
Soil Horizon - Depth (in)
Bt, 20 in
BC, 32 in, Run #1
BC, 38 in Run #2
C, 57 in
Soil Horizon - Depth (in)
Bt, 18 in
BC, 36 in
C, 55 in
Soil Horizon - Depth (in)
Bt, 18 in
BC, 36 in
C, 57 in
Soil Series
Summary
Fairview
Bt
BC
C
Site #1, Fairview
Ksat Location
Soil Texture
Clay
Sandy Clay Loam
Sandy Clay Loam
Sandy Loam
Site #2, Fairview
Ksat Location
Soil Texture
Clay
Sandy Clay Loam
Sandy Loam
Site #3, Fairview
Ksat Location
Soil Texture
Clay
Sandy Clay Loam
Sandy Loam
Geo Mean Values
In/Hr
0.33
0.05
0.21
Ave Ksat Readings
In/Hr
0.13
0.01
0.01
0.08
Ave Ksat Readings
In/Hr
0.80
0.12
0.31
Ave Ksat Readings
In/Hr
0.34
0.10
0.38

S 0 1 L
l h
j �.1p1/1vn / f Mti 4���yy ko
CIV-
i y 7i7"
v � 'R• 4 4'y .��p^�'q � f �
..`VI
A
�7 , •l 5., . k
"SUITABLE FOR PRELIMINARY PLANNING
NOT A SURVEY.
ARIE
BOUNDARIES
PARCEL BOUNDARIES FROM BURKE
PURPOSES ONLY. THIS MAP SHOULD
DETAILED SOIL/SITE EVALUATION & KSATS.
COUNTY GIs.AERIAL FROM
COUNTY
BE USED AS A GENERAL GUIDE. SOME
SOIL LINES WERE DELINEATED AND FLAGGED
ADJUSTMENTS WILL BE NECESSARY IN
IN THE FIELD BY S&EC PERSONNEL. THE
NCOTHE
FIELD DUE TO FIELD SURVEY AND
SOIL FLAGS BEAR THE S&EC LOGO. THE
TOPOGRAPHIC IRREGULARITIES.
SOIL FLAG POSITIONS AND KSAT LOCATIONS
WERE ESTABLISHED USING GPS RECEIVERS.
SEE ACCOMPANYING S&EC REPORT.
SS -6
414 EXISTING
KSAi3.5B
EXISTING
SPRAY FIELD
I RMO]
UN
UN
AREA 28,760 SQ.FT.
APPROX. 0.66 ACRES
APPROX. 1.97 ACRES
AREA 32,660 SQ. FT.
APPROX. 0.75 ACRES
- yAl
y
0000<�
000
x,09
7 GRAPHIC SCALE
1 " = 150'
150' 0 150'
LEGEND
Areas contain soils
suitable for spray
irrigation systems.
Soils are similar to
the Fairview Soil
Series.
Proposed areas by
MacConnell &
Associates, PC to be
amended with NCDWR
approved fill due to
gullies, dithces, etc.
Soils are similar to
the Fairview Soil
Series.
Unsuitable areas
Udue
N
to landscape
position.
not evaluated
NAreas
E
due to property
setbacks, etc.
Soil boring location.
Ksat location.
N
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�
O
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m
4-
0
Z
�
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0
v
O
p@
U =
t
LLJ
L
V /
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Q
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o

ATTACHMENT 1
Ksat Calculation & Data Sheets

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
1
INFORMATION
Date 4/30/2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 113766.S2
Weather Cond., Temp. Sunny, 75
Kest Location Site 1, Bt
Soil Fairview
Horizon Bt - Clay
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.5
cm
Depth of Hole
50.8
cm
Initial Depth of Water in Hole (H)
15.24
cm
Final Depth of Water in Hole (H)
15.24
cm
Start Saturation Time
1:18
Hour:Min
Stall of Steady -State Condition Time
1:50
Hour:Min
No. of Reservoirs Used at Steady -State
Ratio H/r
2
6.0960
A factor in
Equation [2]
of Manual
0.001136
Clock
Time
Water
Level
Reading
Time
Interval
Change
in Water
Level
Flow
Volume
Flow
Rate
0
Flow
Rate
0
Kest
Kest
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
13.50
14.00
14.15
14.30
15.00
15.30
16.00
16.30
17.00
17.30
18.00
12.1
11.7
11.2
10.6
9.4
7.9
6.6
5.3
3.8
2.4
1
--
10.00
15.00
15.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
--
0.4
0.5
0.6
1.2
1.5
1.3
1.3
1.5
1.4
1.4
--
42
52.5
63
126
157.5
136.5
136.5
157.5
147
147
•-
4.20
3.50
4.20
4.20
5.25
4.55
4.55
5.25
4.90
4.90
--
252.0
210.0
252.0
252.0
315.0
273.0
273.0
315.0
294.0
294.0
--
0.29
0.24
0.29
0.29
0.36
0.31
0.31
0.36
0.33
0.33
--
6.87
5.73
6.87
6.87
8.59
7.44
7.44
8.59
8.02
8.02
AVERAGE:
Graph Data
cm/hour in/hour
gpd/sf
Time Ksat
0.33 0.13
1.97
13.50 --
14.00
0.29
14.15
0.24
14.30
0.29
15.00
0.29
15.30
0.36
16.00
0.31
16.30
0.31
Inch cm 17.00
0.36
Hole Depth:
20
50.8
17.30
0.33
H;:
6
15.24
18.00
0.33
Hf
6
15.24

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
INFORMATION
Date
4/30/2019
Measurement Conducted By
Don Wells
Job Name
Case Farms
Job Number
113766.S2
Weather Cond., Temp.
Sunny, 75
Kest Location
Site 1, BC
Soil
Fairview
Horizon
BC - Sandy Clay Loam
Source of Water
tap
Required Data
Value Units
Radius of Hole
2.5 cm
Depth of Hole
81.28 cm
Initial Depth of Water in Hole (H)
17.145 cm
Final Depth of Water in Hole (H)
17.145 cm
Start Saturation Time
1:06 Hour:Min
Stall of Steady -State Condition Time
1:38 Hour:Min
No. of Reservoirs Used at Steady -State
1
Ratio H/r
6.8580
1
A factor in Equation [2] of Manual
0.000952
Clock Water Time
Change
Flow Flow
Flow
Time Level Interval
in Water
Volume Rate
Rate
Reading
Level
0
0
Kest
Kest
Hr.Min
cm
Minute
cm
cm3 cm3/min cm3/hour
cm/hour
cm/day
13.38
4.2
818.00
-4.2
-84 -0.10
-6.2
-0.01
-0.14
14.31
3.8
53.00
0.4
8 0.15
9.1
0.01
0.21
15.01
3.6
30.00
0.2
4 0.13
8.0
0.01
0.18
15.31
3.2
30.00
0.4
8 0.27
16.0
0.02
0.37
16.01
2.8
30.00
0.4
8 0.27
16.0
0.02
0.37
16.31
2.3
30.00
0.5
10 0.33
20.0
0.02
0.46
17.01
1.9
30.00
0.4
8 0.27
16.0
0.02
0.37
17.31
1.5
30.00
0.4
8 0.27
16.0
0.02
0.37
18.01
1
30.00
0.5
10 0.33
20.0
0.02
0.46
AVERAGE: Graph Data
cm/hour in/hour gpd/sf Time Ksat
0.02 0.01 0.10 --
14.31
15.01
15.31
16.01
16.31
Inch cm
17.01
Hole Depth:
32 81.28
17.31
H;:
6.75 17.145
18.01
Hf
6.75 17.145
0.01
0.01
0.02
0.02
0.02
0.02
0.02
0.02

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
Flow
Rate
0
Kest
1
Kest
INFORMATION
Date 4/30/2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 113766.S2
Weather Cond., Temp. Sunny, 80
Kest Location Site 1, C
Soil Fairview
Horizon C - Sandy Loam
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.75
cm
Depth of Hole
144.78
cm
Initial Depth of Water in Hole (H)
15.24
cm
Final Depth of Water in Hole (H)
15.24
cm
Start Saturation Time
1:56
Hour:Min
Start of Steady -State Condition Time
2:33
Hour:Min
No. of Reservoirs Used at Steady -State
Ratio H/r
A factor in Equation [2] of Manual
Clock Water Time Change
Time Level Interval in Water
Reading Level
2
5.5418
0.001081
Flow
Volume
Flow
Rate
0
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
14.13
14.33
15.03
15.33
16.03
16.33
17.03
17.33
18.03
18.33
9
8.3
7
6.2
5.5
4.5
3.6
2.8
1.9
1
--
20.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
--
0.7
1.3
0.8
0.7
1
0.9
0.8
0.9
0.9
--
73.5
136.5
84
73.5
105
94.5
84
94.5
94.5
•-
3.68
4.55
2.80
2.45
3.50
3.15
2.80
3.15
3.15
--
220.5
273.0
168.0
147.0
210.0
189.0
168.0
189.0
189.0
--
0.24
0.30
0.18
0A6
0.23
0.20
0.18
0.20
0.20
--
5.72
7.08
4.36
3.81
5.45
4.90
4.36
4.90
4.90
AVERAGE:
Graph Data
cm/hour in/hour
g�
Time Ksat
0.20 0.08
1.17
14.13 --
14.33
0.24
15.03
0.30
15.33
0.18
16.03
0.16
16.33
0.23
17.03
0.20
17.33
0.18
Inch cm 18.03
0.20
Hole Depth:
57
144.78
18.33
0.20
H;:
6
15.24
Hf
6
15.24

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
Flow
Rate
Q
Kest
1
Kest
INFORMATION
Date 5/1 /2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 113766.S2
Weather Cond., Temp. Sunny, 80
Kest Location Site 1, BC, Run #2
Soil Fairview
Horizon BC, Sandy Clay Loam
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.5
cm
Depth of Hole
96.52
cm
Initial Depth of Water in Hole (H)
17.78
cm
Final Depth of Water in Hole (H)
17.78
cm
Start Saturation Time
12:20
Hour:Min
Start of Steady -State Condition Time
1:11
Hour:Min
No. of Reservoirs Used at Steady -State
Ratio H/r
A factor in Equation [2] of Manual
Clock Water Time Change
Time Level Interval in Water
Reading Level
1
7.1120
0.000901
Flow
Volume
Flow
Rate
a
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
12.20
12.27
13.11
13.22
13.32
14.22
14.52
15.22
15.52
16.22
9
5.9
4.7
4.2
3.6
3.1
2.7
2.4
1.5
1
--
7.00
44.00
11.00
10.00
50.00
30.00
30.00
30.00
30.00
--
3.1
1.2
0.5
0.6
0.5
0.4
0.3
0.9
0.5
--
62
24
10
12
10
8
6
18
10
--
8.86
0.55
0.91
1.20
0.20
0.27
0.20
0.60
0.33
--
531.4
32.7
54.5
72.0
12.0
16.0
12.0
36.0
20.0
--
0.48
0.03
0.05
0.06
0.01
0.01
0.01
0.03
0.02
--
11.50
0.71
1.18
1.56
0.26
0.35
0.26
0.78
0.43
AVERAGE:
Graph Data
cm/hour in/h�
Time Ksat
0.02 0.01
0.12
12.20 --
12.27
0.48
13.11
0.03
13.22
0.05
13.32
0.06
14.22
0.01
14.52
0.01
15.22
0.01
Inch cm 15.52
0.03
Hole Depth:
38
96.52
16.22
0.02
H;:
7
17.78
Hf
7
17.78

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
INFORMATION
Date 4/30/2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 113766.S2
Weather Cond., Temp. Sunny, 80
Kest Location Site 2, Bt
Soil Fairview
Horizon Bt - Clay
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.5
cm
Depth of Hole
45.72
cm
Initial Depth of Water in Hole (H)
15.24
cm
Final Depth of Water in Hole (H)
15.24
cm
Start Saturation Time
3:25
Hour:Min
Stall of Steady -State Condition Time
4:06
Hour:Min
No. of Reservoirs Used at Steady -State
2
Ratio H/r
6.0960
1
A factor in
Equation [2]
of Manual
0.001136
Clock
Water
Time
Change
Flow
Flow
Flow
Time
Level
Interval
in Water
Volume
Rate
Rate
Reading
Level
0
0
Kest
Kest
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
16.16
32.2
--
--
--
--
--
--
--
16.26
30.5
10.00
1.7
178.5
17.85
1071.0
1.22
29.21
16.36
28.5
10.00
2
210
21.00
1260.0
1.43
34.36
16.56
24.4
20.00
4.1
430.5
21.53
1291.5
1.47
35.22
17.10
21.3
14.00
3.1
325.5
23.25
1395.0
1.59
38.04
17.15
19.9
5.00
1.4
147
29.40
1764.0
2.00
48.10
17.20
18.5
5.00
1.4
147
29.40
1764.0
2.00
48.10
17.25
17.5
5.00
1
105
21.00
1260.0
1.43
34.36
17.40
13.5
15.00
4
420
28.00
1680.0
1.91
45.81
17.45
12
5.00
1.5
157.5
31.50
1890.0
2.15
51.54
17.50
10.7
5.00
1.3
136.5
27.30
1638.0
1.86
44.67
17.55
9.5
5.00
1.2
126
25.20
1512.0
1.72
41.23
18.05
6.7
10.00
2.8
294
29.40
1764.0
2.00
48.10
18.10
5.2
5.00
1.5
157.5
31.50
1890.0
2.15
51.54
18.15
3.8
5.00
1.4
147
29.40
1764.0
2.00
48.10
18.20
2.5
5.00
1.3
136.5
27.30
1638.0
1.86
44.67
18.25
1
5.00
1.5
157.5
31.50
1890.0
2.15
51.54
AVERAGE:
Graph Data
cm/hour in/hour
gpd/sf
Time Ksat
2.04 0.80
12.06
16.16 --
16.26
16.36
16.56
17.10
17.15
17.20
17.25
Inch cm 17.40
Hole Depth:
18
45.72
17.45
H,:
6
15.24
17.50
Hf
6
15.24
17.55
18.05
18.10
18.15
18.20
18.25
1.22
1.43
1.47
1.59
2.00
2.00
1.43
1.91
2.15
1.86
1.72
2.00
2.15
2.00
1.86
2.15

■
Calculating Saturated Hydraulic Conductivi , Ksat, by the Glover model
INFORMATION
Date 5/1/2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 13766.52
Weather Cond., Temp. Sunny, 75
Kest Location Site 2, BC
Soil Fairview
Horizon BC - Sandy Clay Loam
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.5
cm
Depth of Hole
1 91.44
cm
Initial Depth of Water in Hole (H)
I 17.76
cm
Final Depth of Water in Hole (H)
I 17.78
cm
Start Saturation Time
1 7:551
Hour:Min
Start of Steady -State Condition Time
9:29
Hour:Min
No. of Reservoirs Used at Steady -State
2
Ratio H/r
7.1120
A factor in Equation [2] of Manual
0.000901
Clock Water Time
Change
Flow
Flow
Flow
Time Level Interval
in Water
Volume
Rate
Rate
Reading
Level
Q
Q
Kest
Kest
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
9.29
15.5
--
569.00
--
-15.5
--
-1627.5
--
-2.86
--
-171.6
--
-0.15
--
-3.71
9.34
15
5.00
0.5
52.5
10.50
630.0
0.57
13.63
10.19
12.8
45.00
2.2
231
5.13
308.0
0.28
6.66
10.39
12
20.00
0.8
84
4.20
252.0
0.23
5.45
10.49
11.3
10.00
0.7
73.5
7.35
441.0
0.40
9.54
11.39
9
50.00
2.3
241.5
4.83
289.8
0.26
6.27
11.49
8.4
10.00
0.6
63
6.30
378.0
0.34
8.18
11.59
7.9
10.00
0.5
52.5
5.25
315.0
0.28
6.82
12.09
7.4
10.00
0.5
52.5
5.25
315.0
0.28
6.82
12.29
6.3
20.00
1.1
115.5
5.78
346.5
0.31
7.50
13.09
4.3
40.00
2
210
5.25
315.0
0.28
6.82
13.29
3.3
20.00
1.0
105.0
5.25
315.0
0.28
6.82
13.49
2.1
20.00
1.2
126
6.30
378.0
0.34
8.18
14.09
1
20.00
1.1
115.5
5.78
346.5
0.31
7.50
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00
11.00
AVERAGE: Graph Data
cm/hour in/hour gpd/sf Time Ksat
0.31 0.12 1.80 --
9.34
10.19
10.39
10.49
11.39
inch cm
11.49
Hole Depth:
36 91.44
11.59
H,:
7 17.78
12.09
H(
7 17.78
12.29
13.09
13.29
13.49
14.09
11.50 12.00 12.50 13.00 13.50 14.00 14.50
-Seriesl
0.57
0.28
0.23
0.40
0.26
0.34
0.28
0.28
0.31
0.28
0.28
0.34
0.31

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
INFORMATION
Date 5/1/2010
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 13766.S2
Weather Cond., Temp. Sunny, 80
Ksat Location Site 2, C
Soil Ifairview
Horizon C, Sandy Loam
Source of Water tap
Required Data
Value
I Units
Radius of Hole
2.75
cm
Depth of Hole
139.7
cm
Initial Depth of Water in Hole (H)
17.78
cm
Final Depth of Water in Hole (H)
17.78
cm
Start Saturation Time
8:04
Hour:Min
Start of Steady -State Condition Time
8:30
Hour:Min
No. of Reservoirs Used at Steady -State
2
Ratio H/r
6.4655
1
A factor in
Equation [2]
of Manual
Time
Change
0.00086
Flow
Flow
Flow
Clock
Water
Time
Level
Interval
in Water
Volume
Rate
Rate
Reading
Level
Q
G
Ksat
Ksat
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
8.30
32.3
--
-
--
--
--
--
--
8.45
30.4
15.00
1.9
199.5
13.30
798.0
0.69
16.47
8.50
29.3
5.00
1.1
115.5
23.10
1386.0
1.19
28.61
9.30
23
40.00
6.3
661.5
16.54
992.2
0.85
20.48
9.35
22.5
5.00
0.5
52.5
10.50
630.0
0.54
13.00
9.40
21.8
5.00
0.7
73.5
14.70
882.0
0.76
18.21
10.18
16.2
38.00
5.6
588
15.47
928.4
0.80
19.16
10.20
15.7
2.00
0.5
52.5
26.25
1575.0
1.35
32.51
10.25
15
5.00
0.7
73.5
14.70
882.0
0.76
18.21
10.30
14.5
5.00
0.5
52.5
10.50
630.0
0.54
13.00
10.35
13.7
5.00
0.8
84
16.80
1008.0
0.87
20.81
10.40
12.7
5.00
1
105
21.00
1260.0
1.08
26.01
10.45
12.2
5.00
0.5
52.5
10.50
630.0
0.54
13.00
10.50
11.8
5.00
0.4
42.0
8.40
504.0
0.43
10.40
11.40
4.7
50.00
7.1
745.5
14.91
894.6
0.77
18.47
11.45
3.9
5.00
0.8
84
16.80
1008.0
0.87
20.81
11.50
3.1
5.00
0.8
84
16.80
1008.0
0.87
20.81
11.55
2.3
5.00
0.8
84
16.80
1008.0
0.87
20.81
12.00
1.7
5.00
0.6
63
12.60
756.0
0.65
15.60
12.05
1
5.00
0.7
73.5
14.70
882.0
0.76
18.21
1.60
1.40
1.20
1.00
0.80
0.60
0.40
0.20
AVERAGE:
Graph Data
cm/hour
Time Ksat
0.79 0.31
4.64
8.30 --
8.45
8.50
9.30
9.35
9.40
10.18
10.20
inch cm
10.25
Hole Depth:
55
139.7
10.30
H.:
7
17.78
10.35
Hi:
7
17.78
10.40
10.45
10.50
11.40
11.45
11.50
11.55
12.00
12.05
0.00 1
11.00 11.20 11.40 11.60 11.80 12.00 12.20
0.69
1.19
0.85
0.54
0.76
0.80
1.35
0.76
0.54
0.87
1.08
0.54
0.43
0.77
0.87
0.87
0.87
0.65
0.76

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
INFORMATION
Date 5/1 /2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 113766.S2
Weather Cond., Temp. Sunny, 80
Kest Location Site 3, Bt
Soil Fairview
Horizon Bt - Clay
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.5
cm
Depth of Hole
45.72
cm
Initial Depth of Water in Hole (H)
17.78
cm
Final Depth of Water in Hole (H)
17.78
cm
Start Saturation Time
9:12
Hour:Min
Stall of Steady -State Condition Time
10:53
Hour:Min
No. of Reservoirs Used at Steady -State
2
Ratio H/r
7.1120
1
A factor in Equation [2] of Manual
0.000901
Clock Water
Time
Change
Flow
Flow
Flow
Time Level
Interval
in Water
Volume
Rate
Rate
Reading
Level
0
0
Kest
Kest
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
10.53
22.2
--
--
--
--
--
--
--
11.03
19.7
10.00
2.5
262.5
26.25
1575.0
1.42
34.08
11.08
18.6
5.00
1.1
115.5
23.10
1386.0
1.25
29.99
11.13
17.8
5.00
0.8
84
16.80
1008.0
0.91
21.81
11.23
15.9
10.00
1.9
199.5
19.95
1197.0
1.08
25.90
11.33
14.3
10.00
1.6
168
16.80
1008.0
0.91
21.81
12.33
5.5
60.00
8.8
924
15.40
924.0
0.83
19.99
12.38
4.8
5.00
0.7
73.5
14.70
882.0
0.80
19.08
12.43
4
5.00
0.8
84
16.80
1008.0
0.91
21.81
12.48
3.2
5.00
0.8
84
16.80
1008.0
0.91
21.81
12.53
2.4
5.00
0.8
84
16.80
1008.0
0.91
21.81
12.58
1.8
5.00
0.6
63
12.60
756.0
0.68
16.36
13.03
1
5.00
0.8
84
16.80
1008.0
0.91
21.81
AVERAGE:
Graph Data
cm/hour in/h�
Time Ksat
0.852 0.34
5.04
10.53 --
11.03
11.08
11.13
11.23
11.33
12.33
12.38
Inch cm
12.43
Hole Depth:
18
45.72
12.48
H;:
7
17.78
12.53
Hf
7
17.78
12.58
13.03
1.42
1.25
0.91
1.08
0.91
0.83
0.80
0.91
0.91
0.91
0.68
0.91

Calculatina Saturated Hydraulic Conductivi , Ksat, by the Glover model
INFORMATION
Date 5/1 /2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 113766.S2
Weather Cond., Temp. Sunny, 80
Kest Location Site 3, BC
Soil Fairview
Horizon BC - Sandy Clay Loam
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.5
cm
Depth of Hole
91.44
cm
Initial Depth of Water in Hole (H)
15.24
cm
Final Depth of Water in Hole (H)
15.24
cm
Start Saturation Time
8:55
Hour:Min
Stall of Steady -State Condition Time
9:27
Hour:Min
No. of Reservoirs Used at Steady -State
2
Ratio H/r
6.0960
1
A factor in
Equation [2]
of Manual
0.001136
Clock
Water
Time
Change
Flow
Flow
Flow
Time
Level
Interval
in Water
Volume
Rate
Rate
Reading
Level
0
0
Kest
Kest
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
9.27
10.4
--
--
--
--
--
--
--
9.46
9.5
19.00
0.9
94.5
4.97
298.4
0.34
8.14
10.06
9.1
20.00
0.4
42
2.10
126.0
0.14
3.44
10.16
8.8
10.00
0.3
31.5
3.15
189.0
0.21
5.15
10.56
7.7
40.00
1.1
115.5
2.89
173.3
0.20
4.72
11.06
7.4
10.00
0.3
31.5
3.15
189.0
0.21
5.15
11.36
6.5
30.00
0.9
94.5
3.15
189.0
0.21
5.15
12.36
5
60.00
1.5
157.5
2.63
157.5
0.18
4.29
12.56
4.4
20.00
0.6
63
3.15
189.0
0.21
5.15
13.06
4
10.00
0.4
42
4.20
252.0
0.29
6.87
13.26
3.5
20.00
0.5
52.5
2.63
157.5
0.18
4.29
13.36
3.2
10.00
0.3
31.5
3.15
189.0
0.21
5.15
13.56
2.6
20.00
0.6
63
3.15
189.0
0.21
5.15
14.26
1.8
30.00
0.8
84.0
2.80
168.0
0.19
4.58
14.36
1.4
10.00
0.4
42
4.20
252.0
0.29
6.87
14.46
1
10.00
0.4
42
4.20
252.0
0.29
6.87
AVERAGE:
Graph Data
cm/hour in/hour
Time Ksat
0.24 0.10
1.45
9.27 --
9.46
10.06
10.16
10.56
11.06
11.36
12.36
Inch cm 12.56
Hole Depth:
36
91.44
13.06
H;:
6
15.24
13.26
Hf
6
15.24
13.36
13.56
14.26
14.36
14.46
0.34
0.14
0.21
0.20
0.21
0.21
0.18
0.21
0.29
0.18
0.21
0.21
0.19
0.29
0.29

Calculating Saturated Hydraulic Conductiviy, Ksat, by the Glover model
INFORMATION
Date 5/1/2019
Measurement Conducted By Don Wells
Job Name Case Farms
Job Number 113766.S2
Weather Cond., Temp. Sunny, 80
Ksat Location Site 3, C
Soil Fairview
Horizon C , Sandy
Loam
Source of Water tap
Required Data
Value
Units
Radius of Hole
2.75
cm
Depth of Hole
144.78
cm
Initial Depth of Water in Hole (H)
15.24
cm
Final Depth of Water in Hole (H)
15.24
cm
Start Saturation Time
I 9:05
Hour:Min
Start of Steady -State Condition Time
9:50
Hour:Min
No. of Reservoirs Used at Steady -State
2
Ratio H/r
5.5418
1
A factor in
Equation [2]
of Manual
0.0010.1
Clock
Water
Time
Change
Flow
Flow
Flow
Time
Level
Interval
in Water
Volume
Rate
Rate
Ksat
Ksat
Reading
Level
0
G
Hr.Min
cm
Minute
cm
cm3
cm3/min
cm3/hour
cm/hour
cm/day
9.50
28.6
--
-
-
-
--
-
-
10.00
27.2
10.00
1.4
147
14.70
882.0
0.95
22.89
10.10
25.7
10.00
1.5
157.5
15.75
945.0
1.02
24.52
10.15
24.9
5.00
0.8
84
16.80
1008.0
1.09
26.16
10.55
19.2
40.00
5.7
598.5
14.96
897.7
0.97
23.30
11.00
18.4
5.00
0.8
84
16.80
1008.0
1.09
26.16
11.05
17.6
5.00
0.8
84
16.80
1008.0
1.09
26.16
11.10
17
5.00
0.6
63
12.60
756.0
0.82
19.62
11.15
16.2
5.00
0.8
84
16.80
1008.0
1.09
26.16
11.20
15.5
5.00
0.7
73.5
14.70
882.0
0.95
22.89
11.30
14.2
10.00
1.3
136.5
13.65
819.0
0.89
21.25
12.30
5.9
60.00
8.3
871.5
14.53
871.5
0.94
22.61
12.35
5.2
5.00
0.7
73.5
14.70
882.0
0.95
22.89
12.40
4.5
5.00
0.7
73.5
14.70
882.0
0.95
22.89
12.50
3.2
10.00
1.3
136.5
13.65
819.0
0.89
21.25
12.55
2.3
5.00
0.9
94.5
18.90
1134.0
1.23
29.43
13.00
1.7
5.00
0.6
63
12.60
756.0
0.82
19.62
13.05
1
5.00
0.7
73.5
14.70
882.0
0.95
22.89
AVERAGE:
cm/hour in/hour gpd/sf
0.971 0.38 5.74
inch cm
Hole Depth: 57 144.78
H;: 6 15.24
Hf 6 15.24
Graph Data
Time Ksat
9.50 --
10.00
10.10
10.15
10.55
11.00
11.05
11.10
11.15
11.20
11.30
12.30
12.35
12.40
12.50
12.55
13.00
13.05
0.95
1.02
1.09
0.97
1.09
1.09
0.82
1.09
0.95
0.89
0.94
0.95
0.95
0.89
1.23
0.82
0.95

Environmental Consultants,
8412 Falls of Neuse Road, Suite 1.04, Raleigh, N C 27615 • Phone: (919) Sob-5900
sandec.com
Water Balance Analysis for Case Farms
Proposed Spray Irrigation Area
Burke County, North Carolina
Submitted to:
MacConnell & Associates, PC
Attn: Mr. Gary MacConnell, PE
PO Box 129
Morrisville, NC 27560
Soil & Environmental Consultants, PA.
8412 Falls of Neuse Road
Suite 104
Raleigh, NC 27615
Telephone [phone]
Fax [phone]
S&EC Project Number 13766
May 2019

Environmental Consultants,
8412 Falls of Meuse Road, Suite 104, Raleigh, IBC 27615 • Phonc: [phone] • Fax: [phone]
sandec.com
May 29, 2017
S&EC Project # 13766.52
MacConnell & Associates, PC
Attn: Mr. Gary MacConnell, PE
PO Box 129
Morrisville, NC 27560
Water Balance Analysis for Case Farms, Proposed Spray Irrigation Area, Burke County,
North Carolina
I. Introduction
Soil & Environmental Consultants, PA (S&EC), performed a series of site analysis and
consulting services for the approximate 3.38-acre proposed spray irrigation field on the Case
Farms site in Burke County, NC. The services consisted of mapping the soils at the site,
measuring the saturated hydraulic conductivity of the unsaturated zone at different depths and
locations, performing an agronomic assessment for the site, and conducting a water balance
analysis for determining site suitability and the amount of wastewater that can be irrigated at the
site as listed in our scope of work outlined in our proposal dated February 21, 2019.
The objective of this site analysis was to identify a new spray irrigation area to be used in
conjunction with the current permitted area. The existing permit (WQ 0033677) is for 8,000
gallons per day to be dispersed on 4.21 acres. All of this flow is treated by the existing
wastewater facility before land application and all the excess wastewater that cannot be irrigated
is stored in the existing 2.8 million gallon storage lagoon. The surface area from the existing
lagoon is 0.86 acres. The daily system flow from the Case Farms facility is not proposed to be
increased, just an increase in wetted area.
S&EC conducted the water balance analysis based on the only major soil series identified at this
proposed 3.38-acre site. The soils at the site mainly belong to the Fairview soil series. This
report is to address a portion of the requirement set forth by 15A NCAC 02T.0504 (k) concerning
the water balance calculations for a spray irrigation site. The water balance analysis was
conducted using the saturated hydraulic conductivity of the most hydraulically restrictive horizon
in the soils, and the results were compared with the results for nutrient management based on
agronomic rates for the wastewater. Also, this water balance analysis does not address hydraulic
loading based on a groundwater mounding assessment.
2

A water balance analysis was previously completed in 2008 when this site was permitted,
however this analysis is correctly updated with current weather data and information from the
new proposed 3.38-acre area.
II. Water Balance and Wet Weather Storage.
The North Carolina 15A NCAC 02T section .0504 (k) Rule requires a water balance that
determines the amount of irrigation and the volume of required effluent storage based upon
the most limiting factor from the following:
• The hydraulic loading rate based on either the most restrictive horizon or
groundwater mounding analysis; or
• Nutrient management based on either agronomic rate for the specified cover
crop or crop management requirements if effluent is to be applied as irrigation.
Wastewater from the facility will be stored in the existing 2.8 million gallon storage/stabilization
lagoon and irrigated on the 4.21-acre permitted area and the new proposed area of 3.38 acres
after treatment and disinfection. Since this is a wastewater irrigation system, no runoff resulting
from irrigation of wastewater is permitted, but runoff from natural rainfall may occur at the site.
In order to determine the volume of wastewater that can be applied daily to the new site through
a surface irrigation system, a water balance analysis was performed for the major soil map unit
(Pacolet is similar to Fairview) that was identified to be suitable for wastewater dispersal. This
water balance analysis was conducted using the measured saturated hydraulic conductivity (KSat)
of the most restrictive soil horizon for the major soil series at the site. The water balance
equation that considers water losses and gains over the irrigation areas for this site is:
Precipitation + Wastewater Application = Evapotranspiration + Drainage
(a) Precipitation
The natural input to the system is mainly through precipitation. Precipitation data collected at
Morganton for the record period of 1/1/1989 to 12/31/2018 were obtained from the Southeast
Regional Climate Center web site (https://wrcc.dri.edu/cgi-bin/cliMAIN.pl?nc5838). The 80th
percentile value for the annual precipitation for the period of 1989 to 2018 was determined for
calculating monthly precipitation for use in the water balance analysis. For the water balance
calculation, we assumed that all precipitation infiltrates the soil (no runoff). However, under
natural conditions a portion of the precipitation for certain events may leave the site as runoff.
(b) Evapotranspiration
Water can be lost through evaporation from the soil and transpiration by plants. The sum of
these two is referred to as evapotranspiration. The potential evapotranspiration (PET) was
calculated by the Thornthwaite equation (as listed in the NCDWR Water Balance Program) using
3

the temperature data for Morganton, Burke County, NC (https://wrcc.dri.edu/cgi-
bin/cliMAIN.pl?nc5838) and daylight hours using the property latitude.
(c) Drainage
Wastewater applied to the soil through the irrigation system must infiltrate the soil and move
away from the site. The two mechanisms for water movement at this site are vertical drainage to
groundwater and lateral movement above a slowly permeable or impermeable layer parallel to
the soil surface. For this analysis, S&EC assumed that the wastewater irrigated over the suitable
areas within the proposed tract of land moves vertically and migrates into the groundwater.
Within the new proposed area, saturated hydraulic conductivity (Ksat) measurements of the
unsaturated zone were conducted in the Bt, BC and C horizons at three locations by the constant
head well permeameter technique (also known as shallow well pump -in technique and bore hole
permeameter method). This procedure is described in detail by Amoozegar and Warrick (1986)
and Amoozegar and Wilson (1999). Briefly, the steady-state rate of water flow from a
cylindrical hole dug to the desired depth under a constant depth of water was measured. The
steady-state rate of water flow, the radius of the hole, and the constant depth of water at the
bottom of the hole (referred to as head of water) were used to calculate the Ksat of the lower
portion of the auger hole using the Glover equation (Amoozegar and Wilson, 1999). S&EC
calculated a Ksat value for each soil horizon at each of the three locations. The locations for Ksat
measurements are shown on the soil series map included in the in -situ saturated hydraulic
conductivity report.
The geometric mean of Ksat data for the most restrictive soil horizon for the only soil group found
in the area was determined for this water balance analysis. The geometric mean Ksat value of
0.05 in/hr was used as the hydraulic conductivity of the limiting soil layer (BC) for the Fairview
soil series. The Ksat data and soil testing assessment are discussed in the soil scientist report for
this project. This information is shown in zone 2 within the water balance calculations (see
Attachment 1). We used 9.1% as a drainage factor to effectively match the agronomic annual
loading rate of 17.92 inches per year.
To update the information within the water balance calculation, zone 1 was completed by
addressing the existing permitted area of 4.21 acres and using the previous drainage factor.
Based on site work completed by others, the permitted yearly annual application rate is 29.18
inches per year. Within zone 1, we used the manual override section to fill in the yearly
application rate.
(d) Wastewater Application
The volume of wastewater that can be irrigated monthly within each area can be calculated by
subtracting the volume of precipitation falling over the irrigation area from the volume of water
that can be lost due to evapotranspiration and drainage for that month. The DWR Version V
Water Balance Program was modified for calculating the volume of wastewater that can be
irrigated at the site with the current storage facility. The daily wastewater flow of 8,000 GPD
4

still applies to the facility. Based on an increase in the wetted area, the storage volume is 1.29
million gallons for 106 days.
III. Summary & Recommendations
The preliminary soil evaluation identified areas that potentially meet the soil requirements based
on a 12-inch separation to the seasonal high water table. As noted on the soil series map,
approximately 3.38 acres is potentially suitable for surface irrigation after site amendments are
made. In this water balance analysis, we utilized this acreage for application with the soil
drainage rate and calculated the proposed daily wastewater disposal on the 3.38 acres along with
the excess wastewater volume that must be stored in the main lagoon.
According to the agronomic report analysis, the maximum amount of nitrogen that can be applied
annually is 85 lbs PAN/acre for the wooded areas. The maximum nutrient loading rate is similar
to the soil hydraulic loading on this site (see Appendix 3b in Agronomist report). Therefore, the
water balance analysis results as described in zone 2 are set at 17.9 inches per year and are used
for determining volume of wastewater that can be land applied at the new site on a monthly
basis.
Given that the system flow will not increase, the combined fields will have a lower application
rate than the permitted 29.18 inches per year. The new 3.38-acre area can handle an average
amount of approximately 4,500 gallons per day within suitable weather conditions from April to
November. The monthly rate will vary based on weather and site conditions. The existing spray
area will have the annual amount decreased as the goal is to expand the total spray irrigation area.
According to the permit, the existing storage lagoon is sized at 2.8 million gallons. Using the
new total acres of 3.38 for the Fairview soil and a drainage factor of 9.1%, the maximum amount
of treated wastewater that can be irrigated over the proposed area is equivalent to approximately
17.9 in/yr. This in combination with the existing 4.21 acres should have an effect on wastewater
storage within the lagoon. Based on this analysis, approximately 1.29 million gallons is needed
for storage.
As mentioned above, the total daily production of wastewater for Case Farms is permitted at
8,000 gallons per day and that flow is not proposed to be increased. However, the existing
permitted area and new 3.38-acre area proposed here can receive more than this volume. It
seems reasonable to consider a drainage factor of 9.1% for the irrigation amount proposed for the
wastewater application at this site based on the soil area used.
S&EC is prepared to meet with NCDWR and discuss our analysis and make a recommendation
to use this new site with a drainage rate of 9.1 %. As previously indicated, this water balance was
calculated using the geometric mean Ksat value of the most hydraulically limiting soil horizon and
to match the agronomic nutrient loading as that is more limiting than the soil hydraulic loading.
This report is based on the general location of potentially usable soils for on -site wastewater
disposal and does not constitute or imply any approval for any permit needed by the client from
5

the state permitting agency. S&EC, PA, is a professional consulting firm that specializes in the
delineation of soil areas for wastewater disposal. As a professional consulting firm, S&EC is
hired for its professional opinion and judgment in these matters. The rules governing on -site
wastewater treatment and disposal are ever evolving, and in many cases, affected by the
professional evaluation and judgment of the regulatory individual(s) reviewing the application.
Therefore, S&EC, PA, cannot guarantee that areas delineated and/or the analyses performed for
site evaluation will be accepted by the governing agencies for issuing the required permit for
wastewater irrigation on the property. As always, we recommend that anyone making financial
commitments on a project be fully aware of individual permit requirements on that project prior
to final action.
Soil & Environmental Consultants, PA, is pleased to be of service in your plans for the use of
this property, and we look forward to assisting in any site analysis needs you may have in the
fixture. Please feel free to call with any questions or comments.
Sincerely,
Soil & Environmental Consu
Z" V��S ij
Donald Wells, Hydrologist jj
Licensed Soil Scientist #109(
References
Amoozegar, A., and G. V. Wilson. 1999. Methods for measuring hydraulic conductivity and
drainable porosity. p. 1149-1205. In R. W. Skaggs and J. van Schilfgaarde (ed.) Agricultural
Drainage. Monograph No. 38, ASA-CSSA-SSSA, Madison, WI.
Amoozegar, A. and A. W. Warrick, 1986. Hydraulic conductivity of saturated soils: Field
methods. p. 735-770. In A. Klute (ed.) Methods of Soil Analysis, Part 1. Physical and
Mineralogical Methods. Agronomy Monograph (2nd ed.). Am. Soc. of Agronomy, Madison,
WI.
NCDENR. NCAC, Title 15A, Subchapter 02T, Waste Not Discharged To Surface Waters, Div.
of Water Quality, NC Department of Environ. And Nat. Resour., Raleigh, NC.
2

Attachment 1. Water Balance Calculations,
See Zone 2; 9.1 % of soil drainage rate and total 3.38 acres

A Spray Irrigation Water Balance for
Permit No: 1376632
Permittee Name: Case Farms
Contact Name: Don Wells, LSS
Address: 8412 Falls of Neuse Rd., Raleigh, NC 27615
Facility Case Farms
Address: Burke County, NC
Water Budget Prepared By:
Don Wells, LSS,
Case Farms Burke County Site-5-21-19.xls Project Id Version 5 December 2004

Enter Data =_� Precipitation Worksheet FYI
Calculate the precipitation for an 80th percentile "wet" year, based on long term data (approx. 30 years or greater).
Click on each step box
Precipitation Data
Sit
Mean Monthly
Month
Precipitation
inches
January
4.35
February
3.57
March
4.48
April
4.07
May
4.24
June
4.55
July
4.62
August
4.69
September
4.45
October
3.87
November
3.55
December
6.47
TOTALS =
52.92
Step 2
80th Percentile
Percent of Mean
Monthly
Annual Precipitation
Precipitation
percent
inches
8.22
6.75
8.46
7.69
8.02
8.60
8.73
8.86
8.41
7.32
6.71
12.23
100.00
4.87
4.00
5.01
4.55
4.75
5.09
5.17
5.24
4.98
4.33
a 3.97
7.24
Calculations
Step 3 - Precipitation Data Soucre
Location of Precipitation Data: Morganton, NC
Staring Year of Data Record: 1989
Ending Year of Data Record: 2018 Step 4
Values shown in yellow Period of Record (Years) = 30
cells are linked to other
locations within the Water ..��
BSource of Data: 0000.
Balance Program
Southeast Regional Climate Center
(http://water.dnr.state.sc.us/climate/sercc/)
htti3s://wrcc.dri.edu/cai-bin/cliMAIN.pl?nc5838
Case Farms Burke County Site-5-21-19.xls Precip Version 5 December 2004

Enter Data ===> I Potential Evapo-Transpiration (PET) Worksheet
Choose PET Method: 0 Thornthwaite Method Click on CheckBox
❑ Manually Entered PET
PET Data FYI 1
used in
Water
Balance FYI
Click on each step box
PET Data
Ste 4
Thornthwaite PET Calculation
Ste 1 Ste 2
MabuallyDa
li ht Calculated
yyg
nth)hours
F�-
Entered PET
/ 12 Heat index PET Site Latitude
Data
(degrees F) inches degrees
(inches)
I -�
January 38.9 0.87 0.66 0.23 1 35.75
` 0.90
I 0.23 t
February 42.0 0.85 1.18 0.41
1.40
I 0.41 I WStep 6
March 49.1 1.03 2.63 1.12 within range
` 2.20 `
1 1.12 1
April 58.0 1.09 4.99 2.28
3.30
1 2.28 1
May 65.8 1.21 7.43 3.80
4.30
I 3.80
June 73.4 1.22 10.08 5.19
4.80
I 5.19 I Values shown in
July 76.8 1.23 11.35 5.95
. 4.70
5.995 yellow cells are
August 75.4 1.16 10.51 5.33
4.00
�3� linked to other
September 69.2 1.03 8.58 3.73
.30
`
3.773 locations within the
Water Balance
October 58.6 0.97 5.16 2.09
1.90
2.09Program
November 48.1 0.86 2.42 0.86
1.20
0.886
December 41.0 0.85 1.00 0.35
` 0.70
TOTALS = 66.29 31.35
U.70
31.35
Source of PET Data
Source of Temperature Data
Step 3
Location of Temperature Data: Morganton, NC
Staring Year of Data Record: 1989
Ending Year of Data Record: 2018
Period of Record (Years) = 30
Source of Data:
Southeast Regional Climate Center
(http://water.dnr.state.sc.us/climate/sercc�
https://wrcc.dri.edu/cai-bin/cliMAIN.r)l?nc5838
Case Farms Burke County Site-5-21-19.xls PET Version 5 December 2004

Influent, Lagoon Storage,
and Zone Setup Worksheet
alculate the adjusted influent loading by including the gains
and losses from the Storage Lagoon, and set up the Spray
Zones areas and individual Zone flowrates.
Click on each step box
Enter Data =_�
Pan Evap. Data I
Ed
Step 1
Days
Pan
per
Evaporation
Adjusted
Month
month
Data
Pan Data
Precip
inches
inches
inches
January
31
1.13
0.79
4.87
February
28
1.32
0.92
4.00
March
31
3.64
2.55
5.01
April
30
5.47
3.83
4.55
May
31
6.18
4.32
4.75
June
30
6.75
4.73
5.09
July
31
7.21
5.05
5.17
August
31
6.52
4.56
5.24
September
30
5.57
3.90
4.98
October
31
3.67
2.57
4.33
November
30
2.32
1.63
3.97
December
31
1.42
0.99
7.24
Totals: 365 51.20 35.84
59.20
J
Source of PAN Evap. Data
Step 6
Other (List Below)
Step 2 Step 4 Step 3
Total Flow to be
Area of Design Daily Disposed Total Flow to
Lagoon Flow (Influent) (Annual All Zones
Averaged)
acres gals/day
0.86 12,146 gals/day gals/day
13,641 ......••• 13,641
should be
Lagoon Gains & Losses Influent equal
Lagoon Lagoon Design Influent Total: Influent +
Gains from Losses Volume per Lagoon Gains &
Precip. from Evap. Month Losses
gallons gallons gallons gallons
113,613 18,416 376,539 471,735
93,297 21,522 340,099 411,875
116,939 59,552 376,539 433,926
106,359 89,410 364,392 381,341
110,809 100,961 376,539 386,387
118,933 110,387 364,392 372,939
120,692 117,851 376,539 379,380
X
106,518 376,539 392,446
90,990 364,392 389,688
60,042 376,539 417,717
37,976 364,392 419,182
23,211 376,539 522,349
1,382,363 836,835 4,433,438 4,978,965
Zone 1
Zone 2
Zone 3
Average Daily
Flow to Zone
1
Wetted
Acreage
Average Daily
Flow to Zone
2
Wetted
Acreage
Average Daily
Flow to Zone
3
Wetted
Acreage
gals/day acres
gals/day acres
gals/day acres
94.21
4,5,139 02 3.38
0 0.00
I
Average Irr.
Rate (in/wk) = 0.56
Average Irr.
Rate (in/wk) = 0.34
Average Irr.
Rate (in/wk) -
Zone 1
Volume to be
Disposed
Zone 1
Allowable
Irrigation per
month
Zone 2
Volume to be
Disposed
Zone 2
Allowable
Irrigation per
month
Zone 3
Volume to be
Disposed
Zone 3
Allowable
Irrigation per
month
gallons
inches
gallons
inches
gallons
inches
148,825
j _ 1.30 _
_ 1.49 _
_ 1.69
r _ _2.41 _ _
r _ _3.22 _
f
h-3.64
-.--
3 75
- 2.94 -
54
- 2.-
L - 1.97 -
0.13
0
j _ 0.00 _
_ 0.00 _
r 0.00
r _ _ 1.02 _ _
1 _ 2.46 _
3.39-
H-- 1-
3.49
- 2.05 -
- 1.16 -
L - 0.17 -
0.00
0
j _ _0.26_ _
_ _0.83_ _
r _ _1.01
_ _2.47_ _
r _ _3.95_ _
F _-_4.83
f1
-.17
-
4 98
4 3 - .49-
-
4 - 2.65- -
L - 1.62- -
0.00
169,836
0
0
193,265
0
0
275,188
93,483
0
367,632
225,460
0
415,674
310,884
0
469,629
383,299
0
428,7433.75
320,028
0
336,075
187,704
0
290,667
106,357
0
225,145
16,042
0
14,884
0
0
3,335,563
29.18
1,643,257
17.91
0
31.78
Case Farms Burke County Site-5-21-19.xis Influent+Zones Setup Version 5 December 2004

Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zone 10
Average Daily
Flow to Zone
4
Wetted
Acreage
Daily Flow to
Zone 5
Wetted
Acreage
Daily Flow to
Zone 6
Wetted
Acreage
Daily Flow to
Zone 7
Wetted
Acreage
Daily Flow to
Zone81
Wetted
Acreage
Daily Flow to
Zone 9
Wetted
Acreage
Daily Flow to
Zone 10
Wetted
Acreage
gals/day acres
gals/day acres
gals/day acres
gals/day acres
gals/day acres
gals/day acres
gals/day acres
0 0.00
0.00
0
0 0.00
0 0.00
0.00
0 0.00
F
t
Average Irr.
Rate (in/wk) -
Irr. Rate
(in/wk) _
Irr. Rate
(in/wk) _
Irr. Rate
(in/wk) _
Irr. Rate
(in/wk) _
Irr. Rate
(in/wk) _
Irr. Rate
(in/wk)
Zone 4
Volume to be
Disposed
Zone 4
Allowable
Irrigation per
month
Zone 5
Volume to be
Disposed
Zone 5
Design
Irrigation per
month
Zone 6
Volume to be
Disposed
Zone 6
Design
Irrigation per
month
Zone 7
Volume to be
Disposed
Zone 7
Design
Irrigation per
month
Zone 8
Volume to be
Disposed
Zone 8
Design
Irrigation per
month
Zone 9
Volume to be
Disposed
Zone 9
Design
Irrigation per
month
Zone 10
Volume to be
Disposed
Zone 10
Design
Irrigation per
month
gallons
inches
gallons
inches
gallons
inches
gallons
inches
gallons
inches
gallons
inches
gallons
inches
0
I 0.00 _
I 0.00
r 0.00 _
r- -o.00 -
I -_ 0-
.00
I 0.10 _
0.78
I 0.00
I- _o.00_ -
0.00
0
I -0.(70
0
I O.Oo
0
I 0.00
0
I 7,07
0
I 070
0
I 0.00
0
0
I 0.00
0
I 0.00
0
I 0.00
0
I 0.00
0
I 0.00
0
I 0.00
0
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
o
o.00
0
0.00
0
0.00
0
0.00
0
0.00
o
o.00
0
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.0o
0
0.0
00
0.0o
0
0.0o
0
0.00
o
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0
L - 0.00 -
0
I- -o_oo -
0
L - o.00 -
0
L - o.00 -
0
L - o.00- -
"00
0
L - 0.00 -
r
0
0
0.96
0
0.00
0
0.00
0
0.00
0.00
0
0
0.00
I` Step 5
Values shown
in yellow cells
are linked to
other
locations
within the
Water Balance
Program.
Case Farms Burke County Site-5-21-19.xls Influent+Zones Setup Version 5 December 2004

Soils and Water Balance for Zone 1 Soils Series Information for Zone 1 Potential site limitations
Water table depth risk of Is bedrock <
Zone 1 Description: Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Calculate Soil Drainage Pacolef well .3.0 low noPublished soil permeability
Ste 1 Ste 2 (f/100) x Ksat 0
situ saturated vertical Soil hI
Drainage
hydraulic conductivity factor (f) Drainage
(Ksat) I Rate
Click the
m/hr m/day percent in/day Copied from Influent &Zones Setup Sheet: "CALCULATE"
0.160 3.84 6.0 0.23 Design Daily Flow = 9,139 gals/day button after making
changes.
0.06
Month
Days per
month
PET
Zone 1
Soil
Drainage
Zone 1
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.23
7.14
7.37
4.87
February
28
0.41
6.45
6.86
4.00
March
31
1.12
7.14
8.27
5.01
April
30
2.28
6.91
9.20
4.55
May
31
3.80
7.14
10.94
4.75
June
30
5.19
6.91
12.10
5.09
July
31
5.95
7.14
13.09
5.17
August
31
5.33
7.14
12.47
5.24
September
30
3.73
6.91
10.65
4.98
October
31
2.09
7.14
9.24
4.33
November
30
0.86
6.91
7.77
3.97
December
1 31
0.35
7.14
7.49
7.24
Totals:
365
31.35
84.10
115.44
59.20
Zone 1 Area =
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Actual Used
Maximum
Allowable
Irrigation
inches
inches
inches
2.51
1 1.30
1.30
2.86
1.49
1.49
3.26
1.69
1.69
4.64
2.41
2.41
6.20
3.22
3.22
7.01
3.64
3.64
7.92
4.11
4.11
7.23
3.75
3.75
5.67
2.94
2.94
4.90
2.54
2.54
3.80
1.97
1.97
0.25
0.13
0.13
56.24
29.18
4.21 acres
Zone 1 Zone 1
Cummulative
Storage Actual
Design Irrigation Monthly Required for Monthly
per Month Excess Irrigation Irrigation Rate
inches inches inches inches
2.48
1.18
I 2.82 t
1.30
FYI
2.24
-0.75
3.87 i
1.49
2.48
-0.79
1 4.79 1
1.69
2.40
0.01
4.83 1
2.41
2.48
0.74
4.12
3.22
2.40
1.24
3.36
3.64
2.48
1.63
1.76
0.51
4.11
2.48
1.27
3.75
2.40
0.54
F 0.002
2.94
2.48
0.06
�000
2.50
50
2.40
-0.43
11 0.663
1.97
2.48
29.18
-2.35
11 1.68
j
0.13
29.14
Maximum Monthly Storage
inches
4.83 over
Required for the Irrigation of Zone 1:
acres gallons
4.21 _ 552,672
Case Farms Burke County Site-5-21-19.xls Z1
Version 5 December 2004

Soils and Water Balance for Zone 2 Soils Series Information for Zone 2 Potential site limitations
Water table depth risk of Is bedrock <
Zone 2 Description: Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Calculate Soil Drainage Pacolet well -3.0 low no
Step 1 1
Step ep z 1
(f/100) x Ksat
n-situ saturated vertical
Soil
hydraulic conductivity
Drainage
factor (f)
Drainage
(Ksat)
Rate
in/day
0.11 -1
F
in/hr in/day
05 1.20
percen�t
1-9.1 1
Month
Days per
month
PET
Zone 2
Soil
Drainage
Zone 2
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.23
3.40
3.63
4.87
February
28
0.41
3.07
3.48
4.00
March
31
1.12
3.40
4.52
5.01
April
30
2.28
3.29
5.57
4.55
May
31
3.80
3.40
7.20
4.75
June
30
5.19
3.29
8.48
5.09
July
31
5.95
3.40
9.35
5.17
August
31
5.33
3.40
8.73
5.24
September
30
3.73
3.29
7.03
4.98
October
31
2.09
3.40
5.49
4.33
November
30
0.86
3.29
4.15
3.97
December
31
0.35
3.40
3.75
7.24
Totals:
365
31.35
40.03
71.38
59.20
Click the
Copied from I
Influent
Daily Flow =
Zone 2 Area =
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Actual Used
Maximum
Allowable
Irrigation
inches
inches
inches
0.00
0.00
0.00
0.00
0.00
0.00
1.02
1.02
2.46
2.46
3.39
3.39
4.18
4.18
3.49
3.49
2.05
2.05
1.16
1.16
0.17
0.17
0.00
0.00
17.91
17.91
inches
inches
inches
inches
* Error:
Convergence Not
Achieved. See HELP
above.
FYI
1.52
-1.52
t 4.70 t
0.00
1.37
-1.37
I 6.07 I
0.00
1.52
-1.52
I 7.59 I
0.00
1.47
-0.45
I 8.05 I
1.02
1.52
0.94
I 7.11 I
2.46
1.47
1.92
I 5.20 I
3.39
1.52
2.66
I 2.54 I
4.18
1.52
1.97
I 0.57 I
3.49
1.47
0.57
F--70.000
2.05
1.52
-0.36
�336
1.1s
16
1.47
-1.30
1.666
0.17
1.52
17.91
-1.52
3.18
4
0.00
17.91
Maximum Monthly Storage
inches
8.05 over
Required for the Irrigation of Zone 2:
acres gallons
3.38 = 738,558
Case Farms Burke County Site-5-21-19.xls Z2 Version 5 December 2004

Zonal Storage Summations OBJECT: To calculate the minimum wet weather storage required for a multiple zoned spray irrigation site
Zone 1
Zone 2
Zone 3
Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zone 10
Totals
zone Description =»
Design Daily
Influent 12,146
Pacolet
Pacolet
Louisburg
(9Pd)=
Predominant Soils =»
Total R-
and 13,641
Daily Flow to Zone =» 9,139 glad
4,502 glad
0 glad0
gpd
0 gpd
0 gpd
0 glad0
glad
0 glad0
gpd
(9Pd) _
Wetted Acreage =_» 4.21 acres
I. acres
0.00 acres
0 acres
0 acres
0 acres
0 acres
0 acres
0 acres
0 acres
Total Area 7,59
(acres) -
Days Per Cummulative Storage
Cummulative Storage
Cummulative Storage
Cummulative Storage
Cummulative Storage
Cummulative Storage
Cum-ulative Storage
Cummulative Storage
Cummulative Storage
Cummulative Storage
Cummulative Storage
Month month Required
Required
Required
Required
Required
Required
Required
Required
Required
Required
Required
0 � inches aallons
inches aallons
inches oallons
inches aallons
inches aallons
inches aallons
inches aallons
inches aallons
inches aallons
inches aallons
gallons
January 31 2.82 321,969
4.70 431,356
#DIV/01 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
753,325
February 28 3.87 441,867
6.07 557,414
#DIV/01 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
999,281
March 31 4.79 547,490
7.59 696,979
#DIV/0! 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
1,244,469
30 4.83 552,672
timesApril
.05 738,558
#DIV/0! 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
1,291,230
May 31 4.12 470,896
7.11 652,662
#DIV/0! 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
1,123,C g
June 30 3.36 384,035
5.20 476,841
#DIV/0! 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
860,876
July 31 1.76 200,749
2.54 233,106
#DIV/01 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
433,855
Au uet 1 0.51 1 58,609 1
1 0.57 52,642
0.00M
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
111,251
Se tember 30 0.02 2,848
0.00 0
#DIV/0!
0.00 0
0.000.00
0
0.00 0
0.00 0
0.00 0
0.00October
31 0.00 0
0.36 33,208
#DIV/0!
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00152,2280.00291,792
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
0.00 0
484,387
Minimum Required Storage (gallons) 1,291,230
Minimum Storage = 1,291,230 gallons divided by 12,146 gpd = 106.3 days
M I FYI Minimum Required
Storer e
Case Farms Burke County Site-5-21-19.xis Zonal Sums Version 5 December 2004

Case Farms Morganton Hatchery
Irrigation System Expansion
Project Specifications
-`"11!!!IIIW'- r
MacConnell & Associates, P.C.
1101 Nowell, Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

TABLE OF CONTENTS
Description Page Number
DETAILED SPECIFICATIONS
DIVISION 1
GENERAL REQUIREMENTS
Section 01000
Summary of Work
01000-1
DIVISION 2
SITE WORK
Section 02100
Site Preparation and Earthwork
02100-1
Section 02222
Excavation, Trenching, and Backfilling for Utility
02222-1
Section 02230
Dewatering
02230-1
Section 02400
Erosion Control
02400-1
Section 02420
Fertilizing, Seeding, & Mulching
02420-1
DIVISION 3
CONCRETE WORK
Section 03310
Concrete Work
03310-1
DIVISION 4 MASONRY
This Division is not used.
DIVISION 5 METALS
This division is not used.
DIVISION 6 WOOD AND PLASTICS
This division is not used.
DIVISION 7 THERMAL AND MOISTURE PROTECTION
This division is not used.
DIVISION 8 DOORS AND WINDOWS
This division is not used.
DIVISION 9 FINISHES
This division is not used.
DIVISION 10 SPECIALTIES
This Division is not used.
DIVISION 11 EQUIPMENT
Section 11872 Wastewater Irrigation System 11872-1
Section 11909 Irrigation Pumps 11909-1
Case Farms Table of Contents
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 TOC-1

Description (Continued)
DIVISION 12 FURNISHINGS
This Division is not used.
DIVISION 13 SPECIAL CONSTRUCTION
Section 13300 Instrumentation and Controls
DIVISION 14 CONVEYING SYSTEMS
This Division is not used.
DIVISION 15 MECHANICAL
Section 15060 Pipe & Pipe Fittings
Section 15100 Valves and Related Appurtenances
DIVISION 16
Section 16010
Section 16020
Section 16035
Section 16051
Section 16110
Section 16123
Section 16130
Section 16140
Section 16160
Section 16181
Section 16190
Section 16450
ELECTRICAL
General Requirements - Electrical
Codes and Standards
Electrical Testing
Nameplates
Raceways and Fittings
Wire and Cable - 600 Volts and Below
Outlet Boxes, Junction and Pull Boxes, and Wireways
Wiring Devices
Circuit Breakers
Fuses
Electrical Supporting Devices
Grounding and Bonding
END OF TABLE OF CONTENTS
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Page Number
13300-1
15060-1
15100-1
16010-1
16020-1
16035-1
16051-1
16110-1
16123-1
16130-1
16140-1
16160-1
16181-1
16190-1
16450-1
Table of Contents
TOC-2

SECTION 01000
SUMMARY OF WORK
PART 1 - GENERAL
1.01 Description of Work
A. Work shall involve wastewater treatment and irrigation system described below.
B. The project work associated with the Wastewater Contract is to be completed in 90
calendar days (i.e., 60 calendar days for substantial completion plus 30 calendar days
for project close-out). This project will include the removal of all existing pipe
networks proceeding the pump house and the installation a new additional Deming
1 1/2 x 1 x 8 Model 3062 Irrigation Pump to match the existing pump in service,
approximately 1,640 linear feet of new 4-inch SCH 40 PVC pipe, 1,350 linear feet of
3 1/2-inch SCH PVC pipe, 2,901 linear feet of 1 1/4-inch SCH 40, and all necessary
spray heads and appurtenances for the replacement and expansion of the spray
irrigation system at the Case Farms Morganton Hatchery.
1.02 Principal Items of Work
A. Included, but not limited thereto, as principal items of work under the Wastewater
Contract, are:
1. Clearing and grubbing of areas where construction of the wastewater treatment
and irrigation system components is to take place (wooded area shall remain
intact).
2. Installation of required erosion and sedimentation control facilities.
3. Removal of the existing spray irrigation system including all main piping from the
pump house, field pipes, spray irrigation heads (nozzles), and other appurtenances
and equipment.
4. Installation of the spray irrigation system including an additional pump, additional
concrete for pump placement, piping, spray irrigation heads (nozzles), and all the
necessary valves and appurtenances.
5. Fertilization, seeding, and mulching of all areas disturbed by this construction and
as shown on the contract drawings.
Case Farms Summary of Work
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 01000-1

6. Completion of electrical work as outlined in "Division 16 - Electrical" of these
Contract Specifications.
7. Completion of instrumentation and control work as outlined in "Section 13300 -
Instrumentation and Controls" of these Contract Specifications.
8. All other items required for a complete and operating wastewater irrigation
system, as directed by the Contract Documents and the permits granted by the
North Carolina Department of Environmental Quality.
B. Technical specifications for the Wastewater Contract are contained herein in
Divisions 1 through 16. All work shown on the Contract Drawings is covered by the
Wastewater Contract.
4.03 Construction Sequence
A. Contractor's Schedule: Requirements for scheduling of work are stated in the
Supplemental General Conditions.
PART 2 - PRODUCTS
This part is not used.
PART 3 - EXECUTION
This part is not used.
END OF SECTION 01000
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Summary of Work
01000-2

SECTION 02100
SITE PREPARATION AND EARTHWORK
PART 1 - GENERAL
1.01 Description of Work:
A. Work Included: Work under this section consists of the provision of all labor and
material to perform all site preparation as indicated herein and/or shown on the Con-
tract Drawings. The work shall include, but is not limited to, the following:
1. Clearing and grubbing.
2. Topsoil.
3. Excavation for structures.
4. Dewatering for structures.
5. Use of explosives.
6. Protection of existing utilities.
7. Filling and backfilling.
8. Borrow material.
9. Soil testing.
10. Maintenance and stability.
11. Grading.
12. Disposal of surplus material.
13. Trenching.
14. Amending Gullies
Case Farms Site Preparation and Earthwork
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02100-1

B. Site Inspection: The Contractor shall examine the site to determine the extent of re-
movals, grubbing, excavating, rough grading, and related items necessary to complete
work shown in the Contract Drawings and/or specified herein. Prior to any excava-
tion or construction, the Contractor shall locate all existing utilities in the field. All
excavation shall be unclassified and the cost shall be included in the bid price.
PART 2 - MATERIALS
This Part is not used.
PART 3 - EXECUTION
3.01 Clearing and Grubbing:
A. The entire area within the construction limit, unless otherwise noted or where proper-
ty line permits, shall be cleared and grubbed of all trees, stumps, shrubs, debris, and
brush.
B. Roots, matted roots, stumps, and other vegetable matter shall be removed to 12 inches
below existing ground.
C. In foundation sub -grade areas, the grubbed material shall be removed to 12 inches be-
low the sub -grade.
D. The cleared and grubbed material shall be removed from the construction site and
disposed of by the Contractor at his expense.
3.02 Top Soil:
A. Materials from excavations and other disturbed areas suitable for top soil shall be re-
moved to an average depth of six (6) inches and deposited in piles separate from other
excavated material. Piles of top soil shall be located so that the material can be used
readily for the finished surface grading and shall be protected and maintained until
needed.
B. After completion of filling, backfilling, and grading, top soil shall be spread uniform-
ly to a depth of not less than four (4) inches over the entire disturbed area. Top soil
shall be compacted lightly in an approved manner. The finished surface shall be in
conformity with the lines, grades, and crossections shown on the Contract Drawings,
as well as free from dips, bumps, and irregularities in alignment.
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Site Preparation and Earthwork
02100-2

C. The Contractor shall maintain finished surfaces by preserving, protecting, and replac-
ing top soil as necessary to maintain it in satisfactory condition until work described
under "Section 02420 - Fertilizing, Seeding, and Mulching" of the Contract Specifica-
tions is begun or the area is otherwise accepted under the Construction Contract.
3.03 Excavation for Structures:
A. The sub -grade at the foundation construction level of the new facilities shall be rolled
using a partially -loaded dump truck or similar piece of equipment. Any soft, uncom-
pactible or unacceptable soils encountered in the sub -grade shall be replaced with
structural fill placed and compacted to 95 percent of the maximum density, in accord-
ance with American Society for Testing and Materials (ASTM) D 2167.
B. Excavation carried below the depths indicated, without specific directions, shall be re-
filled to the proper grade with thoroughly compacted structural fill as described in
Paragraph A. An exception is made for footing excavations, where the concrete shall
be extended to the bottom of the excavations; however, all additional work of this na-
ture shall be performed at the Contractor's expense.
C. Excavations for Embankments and Under Pavements, Concrete Footings, and Slabs:
The entire area of the original ground under embankments, pavements, and concrete
footings and slabs shall be excavated to remove all vegetable matter, sod, muck, rub-
bish, and other unsuitable materials to a minimum depth of 12 inches or to the sub -
grade shown on the Contract Drawings.
D. All excavation shall be made as close to the actual finished lines as possible. Excava-
tion shall be suitably shored, braced, or side -sloped in order to prevent danger to per-
sons or structures, injurious slides or cave-ins, or erosion. Shoring, bracing, and
sheeting, except as otherwise noted, shall be removed as the excavations are back -
filled in a manner so as to prevent injurious caving.
E. Excavation shall be kept free of water while construction therein is in progress. The
water shall be pumped out of the trench or check dams may be built to keep water out
of the ditch in such a manner as not to cause injury to the public health, private prop-
erty or the work in progress. Erosion control measures shall be taken during this
pumping.
F. Furnish, erect, and maintain the required guards and railing at all exposed boundaries
of all excavation.
3.04 Dewatering for Structures:
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Site Preparation and Earthwork
02100-3

A. Prior to excavation beneath the ground water table for structures, which have founda-
tions below the water table, a well point system or other means of effective dewater-
ing shall be installed to depress and maintain the water table approximately two (2)
feet below the bottom of the lowest excavation level. Dewatering shall be maintained
until backfilling above the natural ground water level has proceeded and until the
structural weight of the system is sufficient to prevent "floating out" of the structure.
B. The Contractor shall have a man experienced in dewatering work on the job during
performance of the work, and the dewatering system shall be adequate in every re-
spect. When a well point system is to be used, the system as well as the well point
foreman or superintendent shall be approved by the Engineer prior to excavation be-
low the ground water table.
C. Water from dewatering operations must be disposed of in accordance with the North
Carolina Sedimentation Pollution Control Act.
3.05 Use of Explosives:
A. The use of explosives shall not be permitted. In the event that undiggable rock is en-
countered, the Contractor shall notify the Engineer and submit a proposal to remove
the rock. All such work shall be included in the Bid Price.
3.06 Protection of Existing Structures:
A. The Contractor shall exercise extreme care to avoid damage to existing utilities during
the conduct of the new construction. A thorough investigation of the site should be
conducted prior to commencing work.
B. All damage to existing utilities shall be repaired immediately at no additional cost to
the Owner.
3.07 Filling and Backfilling:
A. General: All fill and backfill shall be free from roots, wood scrap material, and other
vegetable matter and refuse. Fill and backfill shall be placed in layers not more than
eight (8) inches thick, loose except as specified otherwise herein, and each layer shall
be compacted thoroughly and evenly.
B. Structures and Embankments: Backfill shall be placed about structures, as far as
practicable, as construction progresses. Compacted backfilling against concrete shall
be completed only when directed compaction shall be not less than 95 percent of the
maximum density as determined by ASTM D 2167 (Modified Proctor Method).
Case Farms Site Preparation and Earthwork
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02100-4

C. Concrete Slabs and Pavements: Except where otherwise indicated, fill and/or backfill
under pavement and concrete floor slabs shall be compacted to not less than 95 per-
cent of the maximum density at optimum moisture content, as determined by ASTM
D 2167 (Modified Proctor Method).
D. Other Fill: All other fill and backfill, unless otherwise noted, shall be compacted to at
least 90 percent of the maximum density at optimum moisture content, as determined
by ASTM D 2167 (Modified Proctor Method).
E. Stone Base: Stone base, or gravel -fill where indicated, shall be crushed granite grad-
ed between 1.5-inch to 0.5-inch mesh size. A minimum of three (3) inches of crushed
stone shall be provided under all structures. All crushed stone shall be evenly graded
to provide a uniform surface.
3.08 Borrow or Fill Material:
A. Borrow or fill shall be used, if needed, at no extra cost to the Owner.
3.09 Soil Testing:
A. Soil shall be tested by a certified testing laboratory, at the direction of the Engineer.
Fees for testing shall be paid from the testing allowance. Additional testing required
as a result of soil failing to meet the criteria outlined herein shall be paid by the Con-
tractor without compensation from the Owner.
3.10 Maintenance and Stability:
A. The Contractor shall be responsible for the stability and maintenance of all embank-
ments made under the Construction Contract until final acceptance of the entire pro-
ject. Embankments shall be maintained to the grade and crossection indicated on the
Contract Drawings. Any portions requiring replacement due to displacement and/or
damage shall be replaced at the Contractor's expense.
3.11 Grading:
A. The Contractor shall perform all grading in areas so indicated. Fill shall be brought to
finished grades indicated on the Contract Drawings and shall be graded so as to drain
water away from structures. Areas directly and indirectly affected by the construction
work shall be graded to provide proper drainage and surfaces suitable for the use of
mowing machines.
3.12 Disposal of Surplus Material:
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Site Preparation and Earthwork
02100-5

A. Surplus material not required for completion of the construction work or unsuitable
for filling, backfilling, and/or grading shall be disposed of at the Contractor's expense
in an approved spoil area and in accordance with local ordinances.
3.13 Trenching:
A. Excavate trenches to true line and grade as shown on the Contract Drawings, except
where field adjustments are necessary to avoid other underground utilities. All
alignment changes shall be subject to the Engineer's approval.
B. Accomplish trench excavation by open cut with equipment suitable for this type of
service. If backhoes or drag lines are used, the size of bucket must be such that the
width of trench excavated is compatible with the diameter of pipe to be installed.
C. The maximum length of open trench shall be no more than 300 feet and no less than
20 feet without prior approval from the Engineer.
D. Construct sides of the trench as near to vertical as possible, taking into consideration
the type of soil encountered, applicable safety requirements, and the width of area in
which the lines are installed. Operations resulting in wide top dimensions sloping di-
rectly to the pipe shall not be permitted. Trench width shall be a minimum of six (6)
inches plus the outside diameter of pipe and a maximum of two (2) feet plus the out-
side diameter of pipe. Trench width shall be measured between the faces of the cut at
the top elevation of the pipe bell unless special permission of the Engineer is secured.
E. Trench bottom conformation may be where the trench bottom is excavated slightly
above grade and cut down to pipe grade by hand in the fine -grading operation. Where
the trench bottom is inadvertently cut below grade, it shall be filled to grade with an
approved material and thoroughly tamped. Excavate the bottom of the trench to as-
sure a firm bearing support uniformly throughout the length of the pipe. Excavate a
space under and around each bell to relieve it of any load. Blocking under the barrel
or bell will not be permitted.
F. Remove rock or boulders encountered in the bottom of the trench to a depth six (6)
inches below the grade of the pipe. Place a suitable tamped foundation of earth mate-
rial to bring the bottom of the trench to proper sub -grade over rock or boulders.
G. When unstable conditions are encountered at the invert elevation of the pipe and de -
watering or similar measures will not prevent or cure this condition, suitable stabiliza-
tion material shall be placed in the trench.
Case Farms Site Preparation and Earthwork
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02100-6

H. When pipe laying is not in progress, plug the open end of the pipe to prevent entry of
water, dirt, tools, or other foreign matter into the pipeline. Do not use the pipe as a
means of carrying groundwater away from the work area.
3.14 Amending Gullies:
A. Fill in minor gullies in the areas specified as additional to the soil scientist.
B. For spray irrigation systems, irrigation will not occur until the vegetation (including
erosion control cover) has had time to properly establish.
C. No site work shall occur when conditions are wet to avoid excess compaction and fill
material has had fertility analysis and recommended amendments added as needed.
D. The proposed irrigation area should be raked to remove all leaves, pine straw, and
other debris.
E. Clear and grub site from minor vegetation (less than 8-inches in diameter) by hand in
such a manner as to minimize native soil loss. Lightly compact additional fill to pre-
vent erosion and provide a minimum of six inches of additional fill on top of the de-
sign grade. Heavy equipment usage shall be minimized to avoid excess compaction.
F. The existing ground shall be lightly tilled to scarify the surface, and should extend at
least five feet beyond the proposed wetted area on all sides.
H. Fill material shall match existing native Fairview soil series as noted by the Soil Sci-
entist.
I. Incorporate the fill material with the top three to six inches of native soil to prevent
capping and preferential lateral flow.
J. Lightly compact the soil to have achieve a bulk density similar to that of naturally oc-
curring top soil of similar soil texture and indicate what the desired bulk density
should be.
K. Final fill shall have uniform topography and be crowned to have uniform drainage.
L. Avoid placing fill material within 5 feet of trees to prevent tree death (an arborist can
provide more guidance on tree protection).
M. Extend fill material at least 5 feet beyond the wetted area and blend into the natural
contours.
Case Farms Site Preparation and Earthwork
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02100-7

N. Fill material shall be tapered down to the surrounding ground surface with the side
slope of the fill not to exceed 1:4 rise to run ratio.
END OF SECTION 02100
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Site Preparation and Earthwork
02100-8

SECTION 02222
EXCAVATION, TRENCHING AND BACKFILLING FOR UTILITY
SYSTEMS
PART 1 - GENERAL
1.01 Description of Work
A. Work described in this section shall consist of the excavation, trenching, methods
of pipe laying, backfilling, compaction and necessary disposal of unsuitable materi-
al as required to install the utilities systems. Grading of easements and soil restora-
tion for utility systems not located within paved areas shall be in accordance with
Section 02211 Grading, Utilities.
PART 2 - MATERIALS
This Part is not used.
PART 3 - EXECUTION
3.01 Excavation
A. All excavation of every description and of whatever substance including rock and
rock -like material encountered shall be to the lines and grades indicated. All excava-
tion shall be by open cut, unless otherwise indicated. The work shall consist of the
excavation, placement, compaction or satisfactory disposal of all unsuitable materi-
als encountered within the limits of the work. During excavation, material satisfac-
tory for backfilling shall be stockpiled in an orderly manner at a distance from the
banks of the trench sufficient to avoid overloading and to prevent slides or cave-ins.
Failure to observe this precaution may result in a cave-in, and additional excavation
to a greater depth to reach a firm footing will be required at the expense of the Con-
tractor as determined by the Owner.
B. Where the line parallels a creek and/or ditch the excavated material shall be stock-
piled opposite the creek, with the trench separating the two. Adequate drainage shall
be provided for the stockpiles and surrounding areas by means of ditches, dikes, or
other approved methods. The stockpiles shall also be protected from contamination
with unsatisfactory excavated material or other material that may destroy the quality
and fitness of the suitable stockpiled material. If the Contractor fails to protect the
stockpiles and any material becomes unsatisfactory as a result, such material, if di -
Case Farms Excavation, Trenching and Backfilling for Utility Systems
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02222-1

rected, shall be removed and replaced with satisfactory on -site or imported material
from approved sources at no additional cost to the Owner.
C. Suitable material excavated shall be transported to and placed in fill areas within the
work limits. Excavation and filling shall be performed in a manner and sequence that
will provide drainage at all times.
D. The Contractor, at their expense, shall dispose of all excess excavated material un-
less ordered to another area of the project by the Owner. The Contractor's obligation
to remove and dispose of excess materials shall in no manner convey to him any
rights of property in any material taken from any excavation. No extra payment shall
be made for hauling excess material from one project area to another provided the
distance of haul does not exceed two miles, defined as the "free haul limit". Grading
shall be done as may be necessary to prevent surface water from flowing into the ex-
cavation, and any water accumulating therein shall be removed so that the stability of
the bottom and sides of the excavation is maintained.
E. Unauthorized over excavation shall be backfilled with select bedding material at no
additional cost to the Owner.
F. The Contractor is charged with the responsibility of actually investigating and exam-
ining the site before preparing the bid and no additional allowance for extra com-
pensation will be allowed because of excavation and/or grading being a different na-
ture than contemplated by him.
3.02 Trench Excavation
A. The trench shall be ample to permit the pipe to be laid and jointed properly. The
minimum width of the trench, from the top of the pipe bell to the bottom of the
trench shall be at least 8" greater than the largest outside diameter of the pipe or
bell. The maximum width of the trench shall not exceed the outside diameter plus
24". The trench shall be braced and drained in such a manner that the work may be
performed safely and efficiently. Trench shields or boxes may be used in lieu of
sheeting and bracing as necessary to provide safety of the personnel. When using
trench shields, care shall be taken when the shield is moved ahead, so as not to pull
the already jointed pipe sections apart and designed so that the back end of the box
sides do not extend below the spring line of the pipe. Where sheeting and bracing
are used, sheeting to be removed shall not extend below the spring line of the pipe;
otherwise, the sheeting and bracing shall remain in place.
B. The subgrade beneath the centerline of the pipe shall be finished to within 0.05 feet
of a straight line between pipe joints to provide uniform bearing and support for the
bottom quadrant of each section of the pipe. Bell holes or coupling holes shall be
excavated to the necessary size at each joint to eliminate bearing and permit joints
Case Farms Excavation, Trenching and Backfilling for Utility Systems
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02222-2

to be made in an efficient, workmanlike manner. Stones of 3" or greater in any di-
mension, or as recommended by the pipe manufacturer, whichever is smaller, shall
be removed.
C. Where unstable material or ashes, cinders, all types of refuse, or other organic mate-
rial is encountered at the grade established for installation of pipe or structures, addi-
tional excavation may be done if approved by the Owner to the depths and widths
so established. The additional excavated area shall be backfilled with select bed-
ding material. Excavation to greater depths, unauthorized, shall be refilled with se-
lect bedding material and compacted as directed by the Owner, at no additional cost
to the Owner.
D. Excavation for catch basins, inlets, or similar structures shall be sufficient to leave
at least 12" clear between the outer structure surfaces and the face of the excavation
or support members. Rock shall be cleaned of loose debris and cut to a firm surface
either level, stepped, or serrated, as shown or as directed. Loose disintegrated rock
and thin strata shall be removed. Removal of unsuitable material shall be as speci-
fied above. When concrete or masonry is to be placed in an excavated area, special
care shall be taken not to disturb the bottom of the excavation. Excavation to the
final grade level shall not be made until just before the concrete or masonry is to be
placed.
3.03 Pipe Laying
A. Proper implements, tools, and facilities satisfactory to the Engineer shall be provided
and used for the safe and convenient prosecution of the work. All pipes and fittings
shall be carefully lowered into the trench piece by piece by means of a derrick, ropes
or other suitable tools or equipment, in such manner as to prevent damage to materi-
als and protective coatings and linings. Under no circumstances shall pipe materials
be dropped or dumped into the trench. Pipe shall be carried into position and not
dragged.
B. All dust, dirt, oil, tar (other than standard coating), or other foreign matter shall be
cleaned from the jointing surfaces, and the gasket, bell, and spigot shall be lubricat-
ed with lubricant recommended by the manufacturer.
C. Except where necessary in making connections with other lines or as authorized by
the Owner, the pipe shall be laid upgrade beginning at the lower end with the tongue
or spigot ends pointing in the direction of the flow to the correct line and grade.
Joints for pipe sizes up to 24" in diameter can be assembled by the means of a bar
and wood block or by hand. The axis of the pipe section to be installed shall be
aligned as nearly as possible by batter board or laser beam with the axis of the last
installed pipe section and spigot end inserted slightly into the socket. A bar shall
then be driven vertically into the bedding and wedged against a wood block placed
horizontally across the pipe to protect the joint end during assembly. By pushing the
Case Farms Excavation, Trenching and Backfilling for Utility Systems
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02222-3

top of the vertical bar forward, lever action pushes the pipe into the home position in-
dicated by a designated mark on the pipe for joint depth.
D. The use of excavating equipment to shove pipe sections shall not be allowed. Ad-
justments in grade by exerting force on the barrel of the pipe with excavating
equipment shall not be allowed. If after joint is made, and the grade needs correct-
ing, the joint being laid shall be withdrawn, grade corrected, joint realigned, and the
pipe pulled home. To pick up after joint is made results in rejoining without lubrica-
tion, usually causing a broken tongue and groove.
E. At time when pipe laying is not in progress, the open ends of the pipe shall be closed
by a water tight plug or other means approved by the Engineer. This provision shall
apply during the noon hour as well as overnight. If water is in the trench, the seal
shall remain in place until the trench is pumped completely dry. No pipe shall be laid
in water or where in the Engineer's opinion trench conditions are unsuitable.
F. Every precaution shall be taken to prevent foreign material from entering the pipe
while it is being placed in the trench and "pushed home". If the pipe laying crew
cannot put the pipe into the trench without getting earth into it, the Engineer may
require while lowering the pipe into the trench, a canvas bag shall be placed over
each end of the joint pipe. During laying operation, no debris, tools, clothing or oth-
er materials shall be placed in the pipe.
3.04 Alignment and Grade
A. All pipe shall be laid and maintained to the required lines and grades and structures,
at the required locations with rings, covers and grates properly set. The lines and
grades of the pipe will generally be indicated by stakes parallel to the line of the pipe
and be set at such elevations that proper batter boards, grade boards or laser beams
can be set. From these shall be stretched grade cords and the pipe shall be set care-
fully to conform to the grades indicated. The Contractor shall set all grades or shall
be responsible for the finished pipe being laid to exact and proper line and grade.
B. Pipe sizes larger than 3 6 " shall be entered and examined, while smaller diameter pipe
shall be inspected by shining a light or laser between structures or structure loca-
tions, or by use of television cameras passed through the pipe. If in the judgment of
the Owner, the interior of the pipe shows poor alignment or any other defects that
would cause improper functioning of the system, the defects shall be remedied as
directed at no additional cost to the Owner.
3.05 Trench Safety
A. All excavations shall comply with the terms and conditions of the construction stand-
ards for excavations in OSHA "Safety and Health Regulations for Construction",
Case Farms Excavation, Trenching and Backfilling for Utility Systems
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02222-4

Chapter XVII of Title 29, CFR, Part 1926. The Contractor shall have a "competent"
person on the job at all times and when necessary employ a Professional Engineer to
act upon all pertinent matters of the work.
3.06 Trench Stabilization (Shoring)
A. The Contractor shall design, furnish and install any trench stabilization necessary to
maintain excavations for pipe and drainage structure installation. The method of shor-
ing and excavation shall be in strict accordance with OSHA Regulations. The Con-
tractor shall be responsible for installation and removal of any trench stabilization.
The Contractor shall also be responsible for any damage to adjacent structures result-
ing from the installation, removal or absence of trench stabilization. Payment for all
labor, equipment and materials involved in this specification will be considered a
component of excavation, trenching and backfilling. The Contractor shall have a
"competent" person on site during trenching operations.
B. There will be no separate payment for the work involved.
3.07 Dewatering
See Section 02230 on Dewatering.
3.08 Borrow or Fill Material
A. Backfill material shall consist of satisfactory material at a moisture content that will
facilitate compaction, free from stones of such size as recommended by the pipe
manufacturer, or larger than 3" in any dimension, whichever is smaller. The backfill
shall be brought up evenly on both sides of the pipe for the full length of the pipe.
Care shall be taken to insure thorough compaction of the fill under haunches of the
pipe and to prevent injuring or moving the pipe.
B. Backfill material in trenches shall be placed in layers not exceeding 6" loose thickness
to a point at least 12" above the pipe compacted with approved tampers to 90 percent
maximum density. Backfill shall be deposited in the trench uniformly for the full
width on each side of the pipe and along the entire length simultaneously. The
remainder of the trench shall be backfilled in layers not exceeding 8" in loose
thickness compacted as specified in subparagraph COMPACTION.
C. Each layer shall be thoroughly compacted by an approved mechanical tamping device.
D. Backfill material around structures and appurtenances shall be placed in such a manner
that the structure will not be damaged by the shock of falling earth. No backfill shall
be placed around manholes, catch basin, inlets or similar structure until the concrete
has been allowed to cure for 3 days. The backfill material shall be deposited and
Case Farms Excavation, Trenching and Backfilling for Utility Systems
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02222-5

compacted as specified in subparagraph COMPACTION and shall be placed in such
manner as to prevent eccentric loading and excessive stress on the structure.
E. No backfilling will be allowed when in the opinion of the Owner, weather conditions
are such that an acceptable job cannot be obtained due to frozen material. Water
flooding or jetting methods of compaction will not be permitted. The operation of
heavy equipment shall be conducted so that no damage to the pipe may result.
3.09 Compaction
A. Backfill shall be compacted in accordance with the following table as a percentage of
the maximum density at optimum moisture content as determined by the Standard
Proctor Test, ASTM D-698.
1.
Area
Around and F above top ofpipe
Remaining trench (within 4' of subgrade)
Pavement subgrade and shoulders
Last l' of fill (below subgrade)
Last Y of fill - 12" below subgrade
Base material
Adjacent to structures (Areas not paved)
Under structures
Utility Outfalls (Cross Country)
Percent ASTM D-698
Maximum Dry Density
90
95
100
98
100
95
98
95
B. Test for density of compaction may be made at the option of the Engineer, and
deficiencies shall be corrected by the Contractor without additional cost to the Owner.
C. The Engineer may elect to have compaction tests performed after the backfill is
complete. The Contractor shall be required to excavate to various elevations for
density tests to be performed, backfill and re -compact without additional costs to the
Owner.
END OF SECTION 02222
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Excavation, Trenching and Backfilling for Utility Systems
02222-6

SECTION 02230
DEWATERING
PART 1 - GENERAL
1.01 Description
A. The work of this section consists of controlling groundwater, site drainage, and storm
flows during construction. Contractor is cautioned that the work involves construction
in and around drainage channels, local rivers, and areas of local drainage. These areas
are subject to frequent periodic inundation.
4.02 Related Sections
A. The following is a list of specifications which may be related to this section:
1. Section 02222, Excavation, Trenching & Backfilling for Utility.
2. Section 02270, Erosion Control
4.03 References
A. The following is a list of standards which may be referenced in this section:
1. ASTM International (ASTM):
a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)).
1.04 Submittals
A. Contractor shall submit to the Engineer a Water Control Plan two (2) weeks prior to
execution of the project. At a minimum, the Water Control Plan shall include:
1. Descriptions of proposed groundwater and surface water control facilities
including, but not limited to, equipment, methods, standby equipment and power
supply, means of measuring inflow to excavations, pollution control facilities,
discharge locations to be utilized, and provisions for immediate temporary water
supply as required by this section.
2. Drawings showing locations, dimensions, and relationships of elements of each
system.
3. Design calculations demonstrating adequacy of proposed dewatering systems and
components.
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Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02230-1

4. If system is modified during installation or operation, revise or amend and resubmit
Water Control Plan.
PART 2 - PRODUCTS
2.01 Materials
A. Onsite materials may be used within the limits of construction to construct temporary
dams and berms. Materials such as plastic sheeting, sand bags, and storm sewer pipe
may also be used if desired by Contractor.
PART 3 - EXECUTION
3.01 General
A. For all excavation, Contractor shall provide suitable equipment and labor to remove
water, and keep the excavation dewatered so that construction can be carried on under
dewatered conditions.
1. Water control shall be accomplished such that no damage is done to adjacent
channel banks or structures.
2. Continuously control water during course of construction, including weekends and
holidays and during periods of work stoppages, and provide adequate backup
systems to maintain control of water.
B. Contractor is responsible for investigating and becoming familiar with all site
conditions that may affect the work including surface water, potential flooding
conditions, level of groundwater and the time of year the work is to be done.
C. Contractor shall conduct operations in such a manner that storm or other waters may
proceed uninterrupted along their existing drainage courses.
1. By submitting a bid, Contractor acknowledges that Contractor has investigated the
risk arising from such waters and has prepared bid accordingly, and assumes all of
said risk.
D. At no time during construction shall Contractor affect existing surface or subsurface
drainage patterns of adjacent property.
1. Any damage to adjacent property resulting from Contractor's alteration of surface
or subsurface drainage patterns shall be repaired by Contractor at no additional cost
to Owner.
E. Pumps and generators used for dewatering and water control shall be quiet equipment
enclosed in sound deadening devices.
Case Farms Dewatering
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02230-2

F. Contractor shall remove all temporary water control facilities when they are no longer
needed or at the completion of the project.
G. All excavations made as part of dewatering operations shall be backfilled with the same
type material as was removed and compacted to ninety-five percent (95%) of
Maximum Standard Proctor Density (ASTM D698) except where replacement by other
materials and/or methods are required.
3.02 Construction
A. Surface water control:
1. Surface water control generally falls into the following categories:
a. Normal low flows along the channel.
b. Storm/flood flows along the channel.
c. Flows from existing storm drain pipelines.
d. Local surface inflows not conveyed by pipelines.
2. Contractor shall coordinate, evaluate, design, construct, and maintain temporary
water conveyance systems.
a. These systems shall not worsen flooding, alter major flow paths, or worsen flow
characteristics during construction. Contractor is responsible to ensure that any
such worsening of flooding does not occur.
b. Contractor is solely responsible for determining the methods and adequacy of
water control measures.
3. At a minimum, Contractor shall be responsible for diverting the quantity of surface
flow around the construction area so that the excavations will remain free of surface
water for the time it takes to install these materials, and the time required for curing
of any concrete or grout. Contractor is cautioned that the minimum quantity of
water to be diverted is for erosion control and construction purposes and not for
general protection of the construction site.
a. It shall be Contractor's responsibility to determine the quantity of water which
shall be diverted to protect the work from damage caused by stormwater.
4. Contractor shall, at all times, maintain a flow path for all channels.
a. Temporary structures such as berms, sandbags, pipeline diversions, etc., may
be permitted for the control of channel flow, as long as such measures are not a
Case Farms Dewatering
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 02230-3

major obstruction to flood flows, do not worsen flooding, or alter historic flow
routes.
B. Groundwater Control:
1. Contractor shall install adequate measures to maintain the level of groundwater
below the foundation subgrade elevation and maintain sufficient bearing capacity
for all structures, pipelines, earthwork, and rockwork.
a. Such measures may include, but are not limited to, installation of perimeter
subdrains, pumping from drilled holes or by pumping from sumps excavated
below the subgrade elevation.
b. Dewatering from within the foundation excavations shall not be allowed.
2. The foundation bearing surfaces are to be kept dewatered and stable until the
structures or other types of work are complete and backfilled.
a. Disturbance of foundation subgrade by Contractor operations shall not be
considered as originally unsuitable foundation subgrade and shall be repaired
at Contractor's expense.
3. Contractor shall dispose of groundwater as follows:
a. Obtain discharge permit for water disposal from authorities having jurisdiction.
b. Treat water collected by dewatering operations, as required by regulatory
agencies, prior to discharge.
c. Discharge water as required by discharge permit and in manner that will not
cause erosion or flooding, or otherwise damage existing facilities, completed
Work, or adjacent property.
d. Remove solids from treatment facilities and perform other maintenance of
treatment facilities as necessary to maintain their efficiency.
4. Any temporary dewatering trenches or well points shall be restored following
dewatering operations to reduce permeability in those areas as approved by
Engineer.
END OF SECTION
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Dewatering
02230-4

SECTION 02400
EROSION CONTROL
PART 1 - GENERAL
1.01 Description of Work:
A. The work shown on the Contract Drawings and specified herein shall constitute the
erosion and sedimentation control plan for this project in conformance with the North
Carolina Sedimentation Pollution Control Act of 1973. The erosion and
sedimentation control plan shown is based on the anticipated construction methods
and sequence; however, the Contractor shall act in good faith to comply with the
provisions of the North Carolina Sedimentation Pollution Control Act of 1973. The
Contractor shall provide, at no additional cost to the Owner, any other measures as
may be required to prevent erosion as a result of construction activity at the site.
B. Temporary erosion control measures shall include, but are not be limited to, sediment
traps, check dams, diversion ditches, silt fences, rip rap, grass, mulches, mats, fabric,
netting, construction entrances, or any other methods or devices that are necessary to
control or restrict erosion. Temporary erosion control measures may include work
outside the right-of-way or construction limits, such as borrow pit operations, haul
roads, plant sites, equipment storage sites, and disposal of waste or debris. The
Contractor shall be liable for all damages to public or private property caused by
silting or slides originating in areas used or impacted by the Contractor.
C. This project disturbs less than one acre, therefore an Erosion and Sedimentation
Control Permit is not required. However, contractor must comply with all regulations
set forth below.
1.02 Contractor's Responsibility:
A. The Contractor shall be responsible for installing and maintaining erosion control
devices as required to function properly.
B. To insure that the project is in compliance with the regulations, the Contractor shall
perform a complete site inspection of the erosion control measures every week and
when rainfall occurs on site. Required corrective/maintenance measures shall be
noted and implemented within three (3) working days.
C. Any time delays experienced due to a shutdown by the North Carolina Land Quality
Section or due to unanticipated corrective work will not receive any time extensions
of the Construction Contract.
Case Farms Erosion Control
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 02400-1

1.03 Quality Assurance:
A. Codes and Standards:
1. All construction activities required by this project shall comply with the North
Carolina Sedimentation Pollution Control Act of 1973 and the rules and
regulations promulgated pursuant to the provisions of that law.
B. The following general specifications also apply to work in this section:
1. North Carolina Department of Transportation (NCDOT):
a. "Standard Specifications for Roads and Structures." July 1995 Edition.
C. In the event of conflict between the regulations listed above and the requirements of
these Contract Specifications, the more restrictive requirements shall apply.
1.04 Submittals:
A. Materials and facilities for temporary erosion control measures shall be approved by
the Engineer before being used. Any facilities or materials different from those
shown on the Contract Drawings or specified herein shall also be submitted to the
Engineer for approval.
B. Product Data: Submit manufacturer's technical data and material samples for silt
fence fabrics, ditch liner, filter cloth, matting for silt fence fabrics, and other
manufactured materials as requested.
1.05 Construction Schedule:
A. Install silt fences, construction entrances, and other devices throughout the project site
as shown on the Contract Drawings and as directed by the Engineer.
B. Clear, grub, and strip top soil to limits required for construction, in accordance with
"Section 02100 - Site Preparation and Earthwork" of the Contract Specifications.
Stockpile top soil and suitable fill material in areas designated for stockpiles and
dispose of waste materials.
C. Begin excavation and grading activities after all required erosion control measures
have been installed and constructed.
D. Establish finished grades on the site perimeter slopes at earliest possible date.
E. Areas to be left dormant for longer than 30 days must be temporarily stabilized within
seven (7) calendar days.
Case Farms Erosion Control
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 02400-2

F. All erosion and sedimentation control measures shall be inspected weekly and after
each heavy runoff -producing rainfall. Needed repairs shall be made immediately.
PART 2 - PRODUCTS
2.01 Permanent Seeding and Mulching:
A. Comply with NCDOT Standard Specifications "Section 1660 - Seeding and
Mulching."
2.02 Temporary Seeding:
A. Comply with NCDOT Standard Specifications "Section 1620 - Temporary Seeding."
2.03 Matting:
A. Comply with NCDOT Standard Specifications "Section 1631 - Ditch Liner and
Erosion Control Blankets."
2.04 Temporary Mulching:
A. Comply with NCDOT Standard Specifications "Section 1615 - Temporary
Mulching."
2.05 Silt Fence:
A. Comply with NCDOT Standard Specifications "Section 1605 - Temporary Silt
Fence."
2.06 Erosion Control Stone:
A. Comply with NCDOT Standard Specifications "Section 1610 - Stone for Erosion
Control."
2.07 Drainage Stone:
A. Drainage stone, washed and uniformly -graded mixture of crushed stone, or crushed or
uncrushed gravel conforming to Coarse Aggregate No. 57 or American Society for
Testing and Materials (ASTM) C 33 are to be used as specified.
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Erosion Control
02400-3

PART 3 - EXECUTION
3.01 General:
A. Construct temporary and permanent erosion control measures as shown on the
Contract Drawings or as directed by the Engineer.
B. Install temporary and permanent erosion control measures in accordance with the
Contract Specifications and with the NCDOT "Standard Specifications for Roads and
Structures," July 1995 Edition.
C. Roadways and parking areas shall be graveled immediately upon completion of
grading.
D. Permanent or temporary soil stabilization, which includes seeding, mulching, and/or
ground cover sufficient to restrain erosion, must be applied to portions of the
disturbed area within seven (7) days after final grade is reached anywhere on the site.
This includes disturbed areas which are not at final grade, but will remain dormant for
longer than 30 days.
E. Clean any sediment transported onto public roads at the end of each working day.
3.02 Temporary Erosion Control Measures:
A. Silt Fence:
1. Filter fabric to be of polypropylene, nylon, polyester, or polyethylene yard with a
minimum standard strength of 30 pounds per linear inch, a minimum 85 percent
filtering efficiency, and a minimum slurry flow rate of 0.3 gallons per square foot
per minute. Fabric should contain ultraviolet ray inhibitors and stabilizers to
provide a minimum construction life of six (6) months.
2. Posts shall be of four (4)-inch diameter pine, two (2)-inch diameter oak, or 1.33-
pound per linear foot steel. Wood shall be a minimum six (6) feet in length, and
steel posts shall be at least five (5) feet in length.
3. Install silt fence on low side of stockpiles and undeveloped right-of-ways, parallel
to surface waters, and in locations shown on the Contract Drawings. Extend fence
around approximately 90 percent of the perimeter of the stockpile.
4. Construct silt fence as shown on the Contract Drawings.
B. Temporary Seeding and Mulching: See "Section 02420 - Fertilizing, Seeding, and
Mulching" of these Contract Specifications.
Case Farms Erosion Control
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 02400-4

3.03 Permanent Erosion Control Measures:
A. Grass: See "Section 02420 - Fertilizing, Seeding, and Mulching" of the Contract
Specifications.
3.04 Erosion and Sediment Control for Amending Gullies
A. All disturbed area shall be provided temporary or permanent stabilization with ground
cover as soon as practicable, but in any event within 14 calendar days from the last
land -disturbing activity.
B. Stockpiles shall be stabilized or covered if not used within seven days.
C. Temporary stabilization of disturbed areas shall be mulch, rolled erosion control
products, vegetation, or other material that renders the surface stable against
accelerated erosion.
D. After construction, the field shall be seeded with a suitable grass (including fields in
wooded areas).
END OF SECTION 02400
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Erosion Control
02400-5

SECTION 02420
FERTILIZING, SEEDING, AND MULCHING
PART 1 - GENERAL
1.01 Summary of Work:
A. Permanent Seeding: Permanent seeding is required for all areas disturbed by
construction, except for areas covered by structures, pavements, etc.
B. Temporary Seeding: Temporary seeding is required for those areas disturbed by
construction and left exposed for periods of 30 days or more before being brought to
final grade and permanently seeded.
C. Work and products shall be in accordance with NCDOT specifications for erosion
control under NCDOT documents.
1.02 Quality Assurance:
A. The general provisions of the Contract, including the General and Supplemental
Conditions and General Requirements (if any) apply to the work specified in this
section.
B. Codes and Standards: In general, follow procedures and guidelines published by the
Soil Conservation Service of the United States Department of Agriculture.
C. Soil Tests: Secure a minimum of one (1) standard soil sample per acre. Submit
samples to the North Carolina Department of Agriculture for analysis and a
recommendation for the addition of lime and other amendments. Submit
recommendations to Engineer for review.
D. The Contractor will be liable under a one-year warranty on materials and
workmanship.
PART 2 - PRODUCTS
2.01 Materials:
A. Fertilizer: Provide 10-10-10 commercial fertilizer conforming to statutory
requirements and all rules and regulations adopted by the North Carolina Department
of Agriculture.
Case Farms Fertilizing, Seeding, and Mulching
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 02420-1

B. Limestone: Provide limestone conforming to all statutory requirements and all rules
and regulations adopted by the North Carolina Department of Agriculture.
C. Seed: Provide seed conforming to all statutory requirements and all rules and
regulations adopted by the North Carolina Department of Agriculture. Provide seed
mixtures as tabulated below. Deliver seed to the site in original containers bearing
the appropriate guaranteed mixtures. Seed shall show a purity of not less than 90
percent and germination quality of not less than 85 percent.
1. Temporary Mixture:
a. For February 1st through May 1st, the mixture shall consist of 50 pounds per
acre of Korean Lespedeza with 120 pounds per acre of Rye (grain).
b. For May 1st through August 15th, the mixture shall consist of 40 pounds per
acre of German Millet, or 50 pounds per acre of Sudangrass.
c. For August 15th through December 15th, the mixture shall consist of 120
pounds per acre of Rye (grain).
2. The permanent seed mixture for areas with steep slopes and average soils shall
consist of 100 pounds per acre of Tall Fescue, 20 pounds per acre of Sericea
Lespedeza, 10 pounds per acre of Korean Lespedeza, 5 pounds per acre of Redtop,
and 5 pounds per acre of Kentucky Bluegrass. The permanent seeding mixture for
areas with Gentle slopes and average soils shall consist of 60 pounds per acre of
Tall Fescue, 10 pounds per acre of Kentucky Bluegrass, 15 pounds per acre of
Sericea Lespedeza, and 10 pounds per acre of Korean Lespedeza. The best
seeding dates from March 1st to May 151h and July 15th to September 15th.
3. Other Mixtures: Other mixtures, as approved or recommended by the Soil
Conservation Service or the North Carolina Agricultural Extension Office, may be
used.
D. Mulch: Mulch all seeded areas, except where jute mesh is required and during
permanent seeding. Use undamaged, air-dried, threshed small grain straw free of
undesirable weed seed. Anchor straw by tacking with asphalt, netting, by roving, or
through use of a mulch anchoring tool.
E. Jute Mesh: Use jute mesh, excelsior matting, or other effective lining material on
seeded areas where slope is steeper than two (2) horizontal to one (1) vertical (two (2)
to one (1) slope), such as with grass -lined channels. Use woven jute yarn weighing
approximately 90 pounds per 100 square yards and having 0.75-inch openings.
Case Farms Fertilizing, Seeding, and Mulching
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 02420-2

PART 3 - EXECUTION
3.01 General:
A. Follow procedures set forth in the publication "Guide for Sediment Control on
Construction Sites in North Carolina" by the Soil Conservation Service of the United
States Department of Agriculture, and as specified herein.
1. Spread a minimum of four (4) inches of top soil over all disturbed areas to the
finished grade as shown on the Contract Drawings.
2. Remove all grass and weeds and shape the overall area to even out high and low
spots.
3. Scarify soil to a depth of three (3) inches and work into a satisfactory seed bed by
disking or through the use of cultipackers, harrows, drags, or other approved
means.
4. The preparation outlined above shall not be done when the soil is frozen, wet, or
otherwise in an unfavorable condition.
5. Begin and complete seeding operations, as outlined below, as soon as possible
after final or intermediate grading is completed.
6. Distribute lime and fertilizer, as required, uniformly over the seed bed. Harrow
rake or otherwise work these additions into the seed bed.
7. Distribute seed uniformly over the established seed bed. Lightly rake the surface
of the seed bed in order to cover seed to a maximum depth of 0.25 inch.
8. Compact the seed bed with an approved roller or drag, after covering the seed.
9. No lime, fertilizer, or seed shall be applied during a strong wind, when the soil is
wet, or when the soil is otherwise unworkable. Should rain follow seeding before
rolling is initiated, the seed bed shall not be rolled.
10. No rip -rap is to be placed along the banks of new fill. Maintain the area and
repair any erosion damage until a permanent ground cover is established. Use
mulch or mesh as required.
11. In residential areas, easements will be seeded with either falcon or rebel fescue or
leaf mulch at the request of the property owner.
Case Farms Fertilizing, Seeding, and Mulching
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 02420-3

3.02 Application:
A. Temporary Seeding:
1. Application of Lime, Fertilizer, Seed, and Mulch:
a. Apply lime according to the soil tests or at a rate of 2,000 pounds per acre
before seeding.
b. Apply fertilizer according to the soil tests or at a rate of 1,000 pounds per acre.
c. Seed the seed bed with the specified seed mixture at the specified rate for the
recommended planting season.
d. Apply grain straw at a rate of 4,000 pounds per acre, or provide equivalent
cover of another suitable cover. Mulch shall be suitably anchored. Where jute
mesh is required, apply the product according to the manufacturer's
recommendations and anchor it with steel hairpin -shaped wire staples.
e. Refertilize seed bed if growth is not fully adequate, as determined by the
Engineer. Re -seed, fertilize, and mulch all damaged, bare, and eroded areas
immediately and until a suitable cover is established.
B. Permanent Seeding:
1. Application of Lime, Fertilizer, Seed, and Mulch:
a. Sprig or sod. Moisture is essential during initial establishment. Sod must be
kept well watered for 2-3 weeks, but can be planted earlier or later than sprigs.
b. Common Bermuda can be seeded or sprigged but does not produce a high -
quality turf. It is also less cold tolerant than the hybrids, more weed prone,
and a pest in flower beds and specimen plantings.
c. Apply lime according to the soil tests or at a rate of 4,000 pounds per acre
before seeding.
d. Apply fertilizer according to the soil tests or at a rate of 1,000 pounds per acre.
e. Seed the seed bed with the specified seed mixture at the specified rate during
recommended planting seasons. If grading is completed at times other than
the recommended season, provide temporary seeding or other erosion and
sedimentation protection approved by the Engineer until the appropriate
planting season begins.
Case Farms Fertilizing, Seeding, and Mulching
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 02420-4

f. Apply grain straw at a rate of 4,000 pounds per acre, or provide equivalent
amount of another suitable cover. Mulch shall be suitably anchored. Where
jute mesh or other matting is required, apply the product according to the
manufacturer's recommendations and anchor it with steel hairpin -shaped wire
staples. Mulch and anchoring materials shall not be allowed to wash down
grass -lined channels where they can clog drainage devices.
2. Maintenance:
a. Refertilize seed beds in general areas in the second year, unless growth is fully
adequate, as determined by the Engineer. Re -seed, fertilize, and mulch all
damaged, bare, and eroded areas immediately and until a suitable permanent
cover is established.
b. Grass -lined channels shall be inspected frequently, and the mulch shall be
repaired as required. Refertilize in the late winter of the following year using
150 pounds per acre of 10-10-10 fertilizer or as determined by soil tests.
Channels shall be mowed regularly to a height of two (2) to four (4) inches.
END OF SECTION 02420
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Fertilizing, Seeding, and Mulching
02420-5

SECTION 03310
CONCRETE WORK
PART 1 - GENERAL
1.01 Description of Work:
A. The extent of the required concrete work is shown on Contract Drawings.
1.02 Submittals:
A. Product Data: Submit data for proprietary materials and items, including
reinforcement and forming accessories, admixtures, patching compounds, waterstops,
joint systems, curing compounds, dry -shake finish materials, and others as requested
by Engineer.
B. Concrete Mix Desims: Submit mix design for each mix with evidence of strength.
C. Material Certificates: Provide material certificates in lieu of material laboratory test
reports, when permitted by Engineer. Material certificates shall be signed by the
specific manufacturer and Contractor, certifying that each material item complies
with, or exceeds, specified requirements. Provide certification from admixture
manufacturers that chloride content complies with specification requirements.
1.03 Quality Assurance:
A. Codes and Standards: Comply with provisions of following codes, specifications, and
standards, except where more stringent requirements are shown or specified:
1. "Specifications for Structural Concrete for Buildings (ACI-301)."
2. "Building Code Requirements for Reinforced Concrete (ACI-318)."
3. Concrete Reinforcing Steel Institute (CRSI), "Manual of Standard Practice."
B. Concrete Mix DesiI1: Employ a testing laboratory acceptable to Engineer to perform
material evaluation tests and to design concrete mixes. Concrete mix design shall be
at Contractor's expense.
C. Materials and installed work may require testing and re -testing at any time during
progress of work. Re -testing of rejected materials or installed work shall be done at
Contractor's expense.
1.04 Project Conditions:
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Concrete Work
03310-1

A. Protect adjacent finish materials against spatter during concrete placement.
PART 2 - PRODUCTS
2.01 Form Materials:
A. Forms for Exposed Finish Concrete: Plywood, metal, metal -framed plywood -faced,
or other acceptable panel -type materials, shall be used to provide continuous, straight,
smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of
joints and to conform to joint system shown on Contract Drawings.
B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable
material shall be used. Provide lumber dressed on at least two (2) edges and one (1)
side for tight fit.
C. Form Coatings: Provide commercial formulations of form -coating compounds that
will not bond with, stain, or adversely affect concrete surfaces, as well as not
impairing subsequent treatments of concrete surfaces.
D. Form Ties: Factory -fabricated, adjustable -length, removable or snap -off metal form
ties, designed to prevent form deflection and to prevent spalling concrete upon
removal, shall be used. Provide units which will leave metal no closer than 1.5 inches
to surface.
1. Provide ties which, when removed, will leave holes of diameters not larger than
one (1) inch in concrete surface.
2.02 Concrete Materials:
A. Portland Cement: ASTM C 150, Type 1.
B. Use one brand of cement for entire project work, unless otherwise acceptable to
Engineer.
C. Fly: Fly ash is prohibited from use in project work as a cementitious material.
D. Normal Weight Aggregates: ASTM C 33, and as herein specified. Provide
aggregates from a single source for exposed concrete.
1. For exterior exposed surfaces, do not use fine or coarse aggregates containing
spalling-causing or otherwise deleterious substances.
E. Water: Drinkable.
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Concrete Work
03310-2

F. Air -Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible
with other required admixtures.
1. Products: Subject to compliance with requirements, provide product equal to one
of the following:
"Edoco 2001 or 2002" - Edoco Technical Products.
"Air -Mix" - Euclid Chemical Company.
"Air-Tite" - Gifford-Hill/American Admixtures.
"MB-VR or MB-AE" - Master Builders.
"Sika Aer" - Sika Corporation.
"Darex AEA" or "Daravair" - W.R. Grace.
G. Water -Reducing Admixture: ASTM C 494, Type A, and containing not more than
0.1 percent chloride ions.
1. Products: Subject to compliance with requirements, provide product equal to one
of the following:
"Chemtard" - Chem -Masters Corporation.
"PSI N" - Gifford-Hill/American Admixtures.
"Eucon WR-75" - Euclid Chemical Company.
"Pozzolith Normal" - Master Builders.
"Pro-Kete-N" - Protex Industries, Inc.
"Plastocrete 160" - Sika Chemical Corporation.
"WRDA Hycol" - W.R. Grace
H. High -Range Water -Reducing Admixture (Super Plasticizer): ASTM C 494, Type F
or Type G, and containing not more than 0.1 percent chloride ions.
1. Products: Subject to compliance with requirements, provide product equal to one
of the following:
"Super P" - Anti -Hydro.
"Eucon 37" - Euclid Chemical Corporation.
"PSI Super"; Gifford -Hill.
"Mighty 150" - ICI Americas Corporation.
"Rheobuild" - Master Builders.
"PSP" - Protex Industries Inc.
"Sikament" - Sika Chemical Corporation.
"WRDA 19" or "Daracem" - W.R. Grace.
I. Water -Reducing, Non -Chloride Accelerator Admixture: ASTM C 494, Type E, and
containing not more than 0.1 percent chloride ions.
Case Farms Concrete Work
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 03310-3

Products: Subject to compliance with requirements, provide product equal to one
of the following:
"Accelquard 80" - Euclid Chemical Company.
"Gilco Accelerator" - Gifford-Hill/American Admixtures.
"Pozzolith High Early" - Master Builders.
J. Water -Reducing, Retarding Admixture: ASTM C 494, Type D, and containing not
more than 0.1 percent chloride ions.
1. Products: Subject to compliance with requirements, provide product equal to one
of the following:
"Eucon Retarder 75" - Euclid Chemical Company.
"PSI R" - Gifford-Hill/American Admixtures.
"Pozzolith Retarder" - Master Builders.
"Plastiment" - Sika Chemical Corporation.
"Daratard" - W.R. Grace.
K. Prohibited Admixtures: Calcium chloride thiocyanates or admixtures containing
more than 0.1 percent chloride ions are not permitted.
2.03 Related Materials:
A. Non -Shrink Grout: CRD-C 621 or ASTM C 1107, factory pre -mixed grout.
1. Products: Subject to compliance with requirements, provide product equal to one
of the following:
Non-metallic:
"Horngrout" - A.C. Horn, Inc.
"Sure -Grip Grout" - Dayton Superior Corporation.
"Euco-NS" - Euclid Chemical Company.
"Supreme" - Gifford-Hill/American; Admixtures.
"Crystex" - L & M Construction Chemical Company.
"Set Grout" - Master Builders.
"Sonogrout" - Sonneborn-Rexnord.
"Five Star Grout" - U.S. Grout Corporation.
B. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately
nine (9) ounces per square yard, complying with American Association of State
Highway and Transportation Officials (AASHTO) M 182, Class 2.
C. Moisture -Retaining Cover: One of the following, complying with ASTM C 171.
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1. Waterproof paper.
2. Polyethylene film.
3. Polyethylene -coated burlap.
D. Liquid Membrane -Forming Curing Compound: ASTM C 309
1. Select one of the following 30 percent solids compounds for other surfaces:
"Super Rez-Seal" - Euclid Chemical Company.
"Dress & Seal 30" - L & M Construction. Chemicals Company.
"Masterkure" - Master Builders.
"Kure-N-Seal 30" - Sonneborn Building Products.
E. Bonding Compound: Acrylic base.
1. Products: Subject to compliance with requirements, provide product equal to one
of the following:
Acrylic or Styrene Butadiene:
"Hornweld" - A.C. Horn, Inc.
"Acrylic Bondcrete" - The Burke Company.
" J-40 Bonding Agent" - Dayton Superior Corporation.
"SBR Latex" - Euclid Chemical Company.
"Everbond" - L & M Construction Chemicals.
"Sonocrete" - Sonneborn-Rexnord.
"Daraweld C" - W.R. Grace.
F. Epoxy Adhesive: ASTM C 881, two (2)-component material suitable for use on dry
or damp surfaces. Provide material "Type," "Grade," and "Class" to suit project
requirements.
1. Products: Subject to compliance with requirements, provide product equal to one
of the following:
"Epoxtite" - A.C. Horn, Inc.
"Concresive 1001" - Adhesive Engineering Company.
"Patch and Bond Epoxy" - The Burke Company.
"Edoco 2118 Epoxy Adhesive" - Edoco Technical Products.
"Euco Epoxy 452 or 620" - Euclid Chemical Company.
"Sikadur Hi -Mod" - Sika Chemical Corporation.
"Thiopoxy" - W.R. Grace.
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G. Concrete Repair Grout: For the repair of defective areas of concrete.
1. For vertical and overhead surfaces, use one of the following:
"Euco Verticoat" - Euclid Chemical Company.
"Five Star Structural Concrete V/O" - Five Star Products, Inc.
"Sikatop 122" - Sika Corporation.
2. For horizontal surfaces, use one of the following:
"Concrete Coat" - Euclid Chemical Company.
"Five Star Structural Concrete" - Five Star Products, Inc.
"Sikatop 122" - Sika Corporation.
2.04 Proportioning and Design of Mixes:
A. Prepare design mixes for each type and strength of concrete by either laboratory trial
batch or field experience methods, as specified in ACI-301. If trial batch method is
used, use an independent testing facility acceptable to Engineer for preparing and
reporting proposed mix designs.
B. Submit written reports of each proposed mix for each class of concrete at least 15
days prior to start of work to Engineer. Do not begin concrete production until mixes
have been reviewed and approved by Engineer.
C. Design mixes to provide normal weight concrete with the following properties and
proportions:
1. Compressive strength shall be 4,000 pounds per square inch.
2. Maximum slump shall be four (4) inches, and shall be measured before the
addition of a high -range water -reducing (HRWR) admixture.
3. Maximum water to cement ratio of 0.5 for Type 1 concrete.
D. Adjustment to Concrete Mixes: Mix design adjustments may be requested by
Contractor when characteristics of materials, job conditions, weather, test results, or
other circumstances warrant, at no additional cost to Owner and as accepted by
Engineer. Laboratory test data for revised mix design and strength results must be
submitted to and accepted by Engineer before using in project work.
E. Admixtures:
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1. Use water -reducing admixture or HRWR admixture in concrete, as required for
placement and workability. A HRWR admixture is required for all pumped
concrete.
2. Use non -chloride containing accelerating admixture in concrete slabs placed at
ambient temperatures below 50 degrees Fahrenheit (10 degrees Celsius).
3. Use air -entraining admixture in all concrete. Add air -entraining admixture at the
manufacturer's prescribed rate to result in a concrete having total air content with
a tolerance of plus -or -minus 1.5 percent at the point of placement, within the
following limits:
a. Concrete structures and slabs exposed to freezing and thawing, de-icer
chemicals, or subjected to hydraulic pressure:
(1) 4.5 to 6.0 percent: one (1)-inch maximum aggregate.
(2) 5.0 to 6.0 percent: 0.75-inch maximum aggregate.
(3) 5.5 to 7.0 percent: 0.5-inch maximum aggregate.
b. Other Concrete (not exposed to freezing, thawing, or hydraulic pressure): 2.0
to 4.0 percent air.
2.05 Concrete Mixing:
A. Ready -Mix Concrete: Comply with requirements of ASTM C 94 and as herein
specified.
B. During hot weather, or under conditions contributing to rapid setting of concrete, a
shorter mixing time than specified in ASTM C 94 may be required.
1. When air temperature is between 85 degrees Fahrenheit (30 degrees Celsius) and
90 degrees Fahrenheit (32 degrees Celsius), reduce mixing and delivery time from
1.5 hours to 75 minutes, and when air temperature is above 90 degrees Fahrenheit
(32 degrees Celsius), reduce mixing and delivery time to 60 minutes.
2. For concrete structures greater than three (3) feet in thickness, the temperature of
the mix shall be controlled by approved methods to a temperature not greater than
70 degrees Fahrenheit at the time of placement.
PART 3 - EXECUTION
3.01 General:
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A. Coordinate the installation of joint materials and vapor retarders with placement of
forms and reinforcing steel.
3.02 Forms:
A. Design, erect, support, brace, and maintain form work to support vertical and lateral,
static, and dynamic loads that might be applied until such loads can be supported by
the concrete structure. Construct form work so that concrete members and structures
are of correct size, shape, alignment, elevation, and position. Maintain form work
construction tolerances in compliance with ACI-347.
B. Design form work to be readily removable without impact, shock, or damage to cast -
in -place concrete surfaces and adjacent materials.
C. Construct forms to sizes, shapes, lines, and dimensions shown in order to obtain
accurate alignment, location, grades, level, and plumb work in finished structures.
Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications,
reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other
features required in the project work. Use selected materials to obtain required
finishes. Solidly butt joints and provide back-up at joints to prevent leakage of
cement paste.
D. Fabricate forms for easy removal without hammering or prying against concrete
surfaces. Provide crush plates or wrecking plates where stripping may damage cast
concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to
place concrete with bottom forms only. Kerf wood inserts for forming keyways
reglets, recesses, and the like to prevent swelling and to ease removal.
E. Provide temporary openings where interior area of form work is inaccessible for clean
out, for inspection before concrete placement, and for placement of concrete.
Securely brace temporary openings and set tightly to forms to prevent loss of concrete
mortar. Locate temporary openings on forms at inconspicuous locations..
F. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or rubber
chamfer strips fabricated to produce uniform smooth lines and tight edge joints.
G. Provisions for Other Trades: Provide openings in concrete form work to
accommodate work of other trades. Determine size and location of openings,
recesses, and chases from trades providing such items. Accurately place and securely
support items built into forms.
H. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive
concrete. Remove chips, wood, saw dust, dirt, and other debris just before concrete is
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placed. Re -tightening forms and bracing after concrete placement is required to
eliminate mortar leaks and maintain proper alignment.
3.03 Joints:
A. Construction Joints: Locate and install construction joints as indicated or, if not
indicated, locate so as not to impair strength and appearance of the structure, as
acceptable to Engineer.
B. Place construction joints perpendicular to main reinforcement. Continue
reinforcement across construction joints, except as otherwise indicated.
C. Isolation Joints in Sidewalk: Construct isolation joints in sidewalk at points of
contact between sidewalk and vertical surfaces, such as edge of curbing, and
elsewhere as indicated.
D. Traverse Contraction (Control) Joints in Sidewalk: Construct traverse contraction
joints in sidewalk to form panels of patterns as shown with a maximum separation of
every 50 linear feet of sidewalk. Use saw cuts of one -eighth inch by one-fourth inch
of slab depth, unless otherwise indicated.
3.04 Installation of Embedded Items:
A. General: Set and build into work anchorage devices and other embedded items
required for other work that is attached to, or supported by, cast -in -place concrete.
Use setting drawings, diagrams, instructions, and directions provided by suppliers of
items to be attached thereto.
B. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and
intermediate screed strips for slabs to obtain required elevations and contours in
finished slab surface. Provide and secure units with sufficient strength to support
types of screed strips by use of strike -off templates or accepted compacting -type
screeds.
3.05 Preparation of Form Surfaces:
A. Clean re -used forms of concrete matrix residue, repair, and patch as required to return
forms to acceptable surface condition.
B. Coat contact surfaces of forms with a form -coating compound before reinforcement is
placed.
C. Use form -coating compounds only with thinning agent of type, amount, and under
conditions of form -coating compound manufacturer's directions. Do not allow excess
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form -coating material to accumulate in forms or to come into contact with case -in -
place concrete surfaces against which fresh concrete will be placed. Apply in
compliance with manufacturer's instructions.
D. Coat steel forms with a non -staining, rust -preventative form oil, or otherwise protect
against rusting. Rust -stained steel form work is not acceptable.
E. Install isolation and contraction (control) joints as required.
3.06 Concrete Placement:
A. Pre -Placement Inspection: Before placing concrete, inspect and complete form work
installation, reinforcing steel, isolation and contraction (control) joints, and items to
be embedded or cast -in. Notify other crafts to permit installation of their work; and
cooperate with other trades in setting such work. Moisten wood forms immediately
before placing concrete, where form coatings are not used.
1. Apply temporary protective covering to lower two (2) feet of finished walls
adjacent to poured floor slabs and similar conditions, and guard against spattering
during placement.
B. General: Comply with ACI-304 "Recommended Practice for Measuring, Mixing,
Transporting, and Placing Concrete," and as herein specified.
C. Deposit concrete continuously or in layers of such thickness that no concrete will be
placed on concrete which has hardened sufficiently to cause the formation of seams or
planes of weakness. If a section cannot be placed continuously, provide construction
joints as herein specified. Deposit concrete as nearly as practicable to its final
location to avoid segregation.
D. Water shall not be added at the site without permission from Engineer or Engineer's
Field Representative. Any water which is added shall be recorded on the delivery
ticket and test report.
E. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper
than 24 inches and in a manner such to avoid inclined construction joints. Where
placement consists of several layers, place each layer while preceding layer is still
plastic in order to avoid cold joints. Do not drop concrete a vertical distance greater
than five (5) feet. To place concrete lifts greater than five (5) feet, use a hose, drop
chute, or other approved method.
F. Consolidate placed concrete by mechanical vibrating equipment supplemented by
hand -spading, rodding, or tamping. Use equipment and procedures for consolidation
of concrete in accordance with ACI-309.
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G. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
vertically at uniformly -spaced locations not farther than visible effectiveness of the
machine. Place vibrators to rapidly penetrate the placed layer and at least six (6)
inches into the preceding layer. Do not insert vibrators into lower layers of concrete
that have begun to set. At each insertion, limit duration of vibration to the time
necessary to consolidate concrete and complete embedment of reinforcement and
other embedded items, without causing segregation of mix.
H. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous
operation, within limits of construction joints, until the placing of a panel or section is
completed.
I. Consolidate concrete during placing operations so that concrete is thoroughly worked
around reinforcement and other embedded items and into corners.
J. Bring slab surfaces to correct level with straight -edge and strike -off. Use bull floats
or darbies to smooth surface such that it is free of humps or hollows. Do not disturb
slab surfaces prior to beginning finishing operations.
K. Maintain reinforcing in proper position during concrete placement operations.
L. Cold Weather Placing: Protect concrete work from physical damage or reduced
strength which could be caused by frost, freezing actions, or low temperatures, in
compliance with ACI-306.
M. Do not use frozen materials or materials containing ice or snow. Do not place
concrete on frozen sub -grade or on sub -grade containing frozen materials.
N. Do not use calcium chloride, salt, or other materials containing anti -freeze agents or
chemical accelerators, unless otherwise accepted in mix designs.
O. Hot Weather Placing: When hot weather conditions exist that would seriously impair
quality and strength of concrete, place concrete in compliance with ACI-305.
3.07 Finish of Formed Surfaces:
A. Rough Form Finish: Rough form finish shall only be used for formed concrete
surfaces not exposed -to -view in the finished work or by other construction, unless
otherwise indicated. This would include wall surfaces one (1) foot or greater below
grade or the normal water level. This is the concrete surface having texture imparted
by the form -facing material used, with tie holes and defective areas repaired and
patched, and fins and other projections exceeding one-fourth (1 /4) inch in height
rubbed down or chipped off.
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B. Smooth Form Finish: Smooth form finish shall be used for formed concrete surfaces
that are to be covered with a coating material applied directly to the concrete, or a
covering material applied directly to the concrete, such as water -proofing, damp -
proofing, veneer plaster, or other similar system. This is an as -cast concrete surface
obtained with selected form -facing material, arranged orderly and symmetrically with
a minimum of seams. Repair and patch defective areas with fins or other projections
completely removed and smoothed.
C. Concrete CoatingFinish: inish: For all new formed concrete exposed -to -view, exterior and
interior, a concrete coating finish shall be used. This would include exposed wall
surfaces extending to one (1) foot below grade or one (1) foot below the lower limit
of the normal water line. Use smooth, high -quality forms. Chip away all high spots.
Surfaces shall be wet -cured or cured with a curing compound compatible with the
coating.
2. Prepare substrate by wet blasting or other approved method. Follow
manufacturer's recommendations for surface preparation.
3. Apply two coats of concrete coating with each coat being one -sixteenth (1/16)
inch thick minimum. Follow manufacturer's recommendations for application and
curing.
4. A manufacturer's representative shall be present at the site during the first
application to assure that all recommendations are being followed.
D. Related Un-formed Surfaces: At tops of walls, horizontal offsets, and similar un-
formed surfaces occurring adjacent to formed surfaces, strike -off smooth and finish
with a texture matching adjacent formed surfaces. Continue final surface treatment of
formed surfaces uniformly across adjacent un-formed surfaces, unless otherwise
indicated.
3.08 Monolithic Slab Finishes:
A. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish
and other finishes as hereinafter specified, as well as slab surfaces which are to be
covered with membrane or elastic water -proofing, membrane or elastic roofing, or
sand -bed terrazzo, and as otherwise indicated.
1. After screening, consolidating, and leveling concrete slabs, do not work surface
until ready for floating. Begin floating when surface water has disappeared or
when concrete has stiffened sufficiently to permit operation of power -driven
floats, or both. Consolidate surface with power -driven floats or by hand -floating
if area is small or inaccessible to power units. Check and level surface plane to
tolerances of FF 18 - FL 15. Cut down high spots and fill low spots. Uniformly
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slope surfaces to drains. Immediately after leveling, re -float surface to a uniform,
smooth, granular texture.
B. Trowel Finish: Apply trowel finish to interior monolithic slab surfaces to be exposed -
to -view, and slab surfaces to be covered with resilient flooring, carpet, ceramic or
quarry tile, paint, or other thin film finish coating system.
1. After floating, begin first trowel finish operation using a power -driven trowel.
Begin final trowelling when surface produces a ringing sound as trowel is moved
over surface. Consolidate concrete surface by final hand -trowelling operation,
free of trowel marks, uniform in texture and appearance, and with surface leveled
to tolerances of FF 20 - FL 17. Grind smooth all surface defects which would
telegraph through applied floor covering system.
C. Trowel and Fine Broom Finish: At all interior ramps, apply trowel finish as
specified, then immediately follow with slightly scarifying surface by fine brooming.
D. Float and Medium Broom (Non -Slip) Finish: Apply non -slip broom finish to exterior
concrete platforms, steps, ramps, walkways, tank slabs, channel slabs, and elsewhere
as indicated.
1. Immediately after float finishing, slightly roughen concrete surface by brooming
with fiber bristle broom perpendicular to main traffic route. Coordinate required
final finish with Engineer before application.
E. Scratch Finish: Slab surfaces to receive a grout overlay or other cementatious
application shall be thoroughly raked or wire broomed after partial setting (within two
(2) hours after placing) to roughen surface to insure a permanent bond between base
slab and applied cementatious materials.
3.09 Concrete Curing and Protection:
A. General: Protect freshly -placed concrete from premature drying and excessive cold or
hot temperatures.
B. All concrete surfaces shall be cured for a minimum of 14 days by one of the following
methods and in accordance with ACI-301.
C. Curing Methods: Perform curing of concrete by curing and sealing compound, by
moisture curing, by moisture -retaining cover curing, or by combinations thereof, as
herein specified.
D. Provide moisture curing by following methods:
1. Keep concrete surface continuously wet by covering with water.
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2. Provide a continuous water -fog spray.
3. Cover concrete surface with specified absorptive cover, thoroughly saturating
cover with water and keeping continuously wet. Place absorptive cover to provide
coverage of concrete surfaces and edges, with four (4)-inch lap over adjacent
absorptive covers.
E. Provide moisture -retaining cover curing as follows:
1. Cover concrete surfaces with moisture -retaining cover for curing concrete, placed
in widest practicable width with sides and ends lapped at least three (3) inches and
sealed by water -proof tape of adhesive. Immediately repair any holes or tears
during curing period using cover material and water -proof tape.
F. Provide curing by membrane curing compound as follows:
1. Apply one coat of specified curing compound to concrete at a rate of 200 to 400
square feet per gallon per coat. Apply uniformly in continuous operation by
power -spray or roller. Re -coat areas subjected to heavy rainfall within three (3)
hours after initial application. Maintain continuity of coating and repair damage
during curing period.
2. Do not use membrane curing compounds on concrete surfaces which are to
receive liquid floor hardener, water -proofing, damp -proofing, membrane roofing,
flooring (such as ceramic tile, quarry tile, and glue -down carpet), painting, or
other coatings and finish materials, unless Contractor obtains written verification
from the manufacturer that the selected product is compatible with the curing
compound.
G. Curing Formed Surfaces: Cure formed concrete surfaces, including undersides of
beams, supported slabs, and other similar surfaces by moist curing with forms in place
for the full curing period. If forms are removed before the end of the curing period,
continue curing by methods specified above, as applicable. See Part 2 for type of
curing compounds to use on walls.
H. Curing Un-Formed Surfaces: Cure un-formed surfaces, such as slabs, floor topping,
and other flat surfaces by application of appropriate curing method.
3.10 Removal of Forms:
A. Form work not supporting weight of concrete, such as sides of beams, walls, columns,
and similar parts of the work, except gravity walls may be removed after cumulatively
curing at not less than 50 degrees Fahrenheit (10 degrees Celsius) for 48 hours after
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placing concrete, provided concrete is sufficiently hard to not be damaged by form
removal operations, and provided curing and protection operations are maintained.
B. Form work supporting weight of concrete, such as beam soffits, joists, slabs, and
other structural elements, may not be removed in less than 14 days and until concrete
has attained design minimum compressive strength at 28 days. Determine potential
compressive strength of in -place concrete by testing field -cured specimens
representative of concrete location or members.
C. Form -facing material may be removed four (4) days after placement, only if shores
and other vertical supports have been arranged to permit removal of form -facing
material without loosening or disturbing shores and supports.
3.11 Re -use of Forms:
A. Clean and repair surfaces of forms to be re -used in work. Split, frayed, de -laminated,
or otherwise damaged form -facing material will not be acceptable for exposed
surfaces. Apply new form coating compound as specified for new form work.
B. When forms are extended for successive concrete placement, thoroughly clean
surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure
joint to avoid offsets. Do not use "patched" forms for exposed concrete surfaces.
3.12 Miscellaneous Concrete Items:
A. Filling -In: Fill-in holes and openings left in concrete structures for passage of work
by other trades, unless otherwise shown or directed, after work of other trades is in
place. Mix, place, and cure concrete as herein specified, to blend with in -place
construction. Provide other miscellaneous concrete filling shown or required to
complete work.
B. Equipment Bases and Foundations: Provide machine and equipment bases and
foundations, as shown on the Contract Drawings. Set anchor bolts for machines and
equipment to template at correct elevations, complying with certified diagrams or
templates of the manufacturer furnishing the item.
C. Grout base plates and foundations as indicated, using specified non -shrink grout. Use
non-metallic grout for exposed conditions, unless otherwise indicated.
3.13 Concrete Surface Repairs:
A. Formed Surfaces: Normal form tie holes shall be filled with a sand -cement grout
applied with a bonding agent. Defective areas due to spalls, air bubbles,
honeycombing, or segregation with a void depth (after weak material is chipped out)
greater than or equal to one-half (1/2) inch shall be repaired with a concrete repair
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grout in this section. The defective area shall be chipped out to solid concrete such
that the thickness of patching material is at least one-fourth (1/4) inch all around. Do
not feather edge. At defective areas exposed -to -view, Engineer may substitute a sand -
cement grout applied with a bonding agent to match the color of the wall more
closely.
B. Slabs:
1. Repair spalls and holes by saw -cutting with square cuts and chipping to a
minimum depth of one-half (1/2) inch and patching with a concrete repair grout
specified herein. Do not feather edge.
2. Cracks which are one -sixteenth (1/16) to one-fourth (1/4) inch are to be filled with
"Crack Fill 4" by Metzger/McGuire or approved equal. Cracks greater than one-
fourth (1/4) inch are to be filled with "MM-80" by Metzger/McGuire or approved
equal. Follow manufacturer's recommendations.
3. Severely defective areas which cannot be repaired by one of the above methods
shall be removed and replaced at Contractor's expense.
C. For surface preparation and installation of concrete repair grouts, follow
manufacturer's recommended procedures.
3.14 Quality Control Testing During Construction:
A. A testing laboratory will be employed by Owner or Engineer to perform tests and to
submit test reports.
B. Sampling and testing for quality control during placement of concrete may include the
following, as directed by Engineer.
C. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with
ASTM C 94.
1. Slump: ASTM C 143; one (1) test at point of truck discharge for each day's pour
of each type of concrete; additional tests when concrete consistency seems to have
changed.
2. Air Content: ASTM C 173 (volumetric method for lightweight or normal weight
concrete) or ASTM C 231 (pressure method for normal weight concrete); one (1)
for each day's pour of each type of air -entrained concrete.
3. Concrete Temperature: Test hourly when air temperature is 40 degrees Fahrenheit
(four (4) degrees Celsius) and below and when 80 degrees Fahrenheit (27 degrees
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Celsius) and above, as well as each time a set of compression test specimens is
made.
4. Compression Test Specimen: ASTM C 31; one (1) set of four (4) standard
cylinders for each compressive strength test, unless otherwise directed. Mold and
store cylinders for laboratory -cured test specimens except when field -cured test
specimens are required.
5. Compressive Strength Tests: ASTM C 39; one (1) set for each day's pour
exceeding five (5) cubic yards, plus additional sets for each 50 cubic yards over
and above the first 25 cubic yards of each concrete class placed in any one day;
one (1) specimen tested at seven (7) days, two (2) specimens tested at 28 days,
and one (1) specimen retained in reserve for later testing, if required.
6. When frequency of testing will provide less than five (5) strength tests for a given
class of concrete, conduct testing from at least five (5) randomly selected batches
or from each batch, if fewer than five (5) are used.
D. Test results will be reported in writing to Engineer and Contractor within 24 hours
after tests. Reports of compressive strength tests shall contain the project
identification name and number, date of concrete placement, name of concrete testing
service, concrete type and class, location of concrete batch in structure, design
compressive strength at 28 days, concrete mix proportions and materials; compressive
breaking strength and type of break for both seven (7)-day and 28-day tests.
E. Additional Tests: The testing service will make additional tests of in -place concrete
when test results indicate specified concrete strengths and other characteristics have
not been attained in the structure, as directed by Engineer. The testing service may
conduct tests to determine adequacy of concrete by cored cylinders complying with
ASTM C 42, or by other methods as directed. Contractor shall pay for such tests
when unacceptable concrete is verified.
F. Sub -Standard Concrete: Any concrete furnished under this specification that fails to
reach the required design compressive strength after 28 days, as evidenced by the
compressive strength test specified herein, shall be considered sub -standard.
1. The procedure specified in ACI-318 for the evaluation and acceptance of concrete
shall be used to determine if the sub -standard concrete is to be removed and
replaced. Engineer shall make the final decision. Any sub -standard concrete
which is removed and replaced shall be done so at Contractor's expense.
2. For sub -standard concrete which is left in place, Contractor shall reimburse
Owner with an amount of $0.05 for each pound per square inch that the actual 28-
day concrete strength is below the specified compressive strength for each cubic
yard of concrete in the pour. The strength of concrete for a particular pour shall
be the average of all but the one lowest of the 28-day compression tests for that
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pour. Said reimbursement shall be deducted from the Contract Amount by change
order.
END OF SECTION 03340
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SECTION 11872
WASTEWATER IRRIGATION SYSTEM
PART I - GENERAL
1.01 Description of Work
A. The work covered under this Specification consists of furnishing all labor, tools,
materials, equipment and supervision required to construct a spray irrigation
wastewater disposal system for the purpose of disposing of treated wastewater
through designated fields.
B. Related work specified elsewhere in these Contract Specifications includes:
1. "Section 15100 -Valves and Related Appurtenances."
1.02 Submittals:
A. Product Data: Submit data for proprietary materials and items, including sprinkler
nozzles, related appurtenances, and others as requested by Engineer.
PART 2 - PRODUCTS
2.01 Impact Sprinklers
A. The irrigation nozzles for Zones 1 and 2 shall be a total of twenty one (21) full circle
Senninger Model 4023-1 #11 (11/64") nozzle for operation at 5.67 gpm, 45 psi, and a
wetted diameter of 99 feet. The irrigation nozzles for Zones 3 and 4 shall be a total of
twenty three (23) full circle Senninger Model 3023-1 #9 (9/64") nozzle for operation
at 3.78 gpm, 45 psi, and a wetted diameter of 90 feet. The irrigation nozzles for
Zones 5 and 6 shall be a total of nine (9) half circle and twenty (20) full circle Model
3123PC #9 (9/64") part -circle nozzle at 3.78 gpm, 45 psi, and a wetted radius of 44
feet (or a diameter of 88 feet). Equal products by Rainbird, Nelson Irrigation, or
approved equal are acceptable.
2.02 Valves
A. Isolation Valves shall be manually operated and be ball valves. The valves shall be
installed on the vertical riser as shown on the Contract Drawings.
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Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 11872-1

2.03 Filtered Drain Valve
A. Provide Senninger Drain Stop Plus t/2" NPT male inlet and female outlet drain valve
or approved equal on each riser assembly capable of draining riser when not in
operation.
2.04 Pressure Regulators
A. Provide Senninger PRXF40 Pressure Regulator rated for 40-120 psi, 20-100 gpm with
3-inch F slip inlets and outlets or approved equal as shown in construction drawings.
PART 3 - EXECUTION
3.01 Spray Irrigation Piping
A. The irrigation piping shall be Schedule 40 PVC pipe with glued or push on joints.
The piping shall be laid as shown on the plans and shall be done in accordance with
Section 15060 of these specifications.
3.02 Irrigation Risers
A. The irrigation risers shall extend four -feet above the ground surface. The riser shall
be one -inch diameter galvanized pipe and be fitted with a filtered drain valve and ball
valve as shown on the Contract Drawings.
3.03 Drainage and Removal of Water
A. During construction of the irrigation system, the Contractor shall maintain the area of
operations free from all water from any source not needed in construction. Rainfall or
groundwater shall be removed from the area of operations with the use of sumps and
pumps, drainage ditches or other suitable means. Water removed from any area of
operations shall be transported and released in a manner that will not have adverse
impact on existing or planned facilities or downstream property.
3.04 Installation
A. Install sprinkler heads and risers as shown on the Contract Drawings.
3.05 Clearing
A. Contractor shall cut ten -feet wide swaths and remove debris through spray field along
irrigation forcemains. All undergrowth and trees less than one -inch in diameter shall
be removed from the spray irrigation fields.
3.06 Seeding
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A. Seeding shall conform to the type specified in Section 02420 of these specifications.
END OF SECTION 11872
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Wastewater Irrigation System
11872-3

SECTION 11909
IRRIGATION PUMPS
PART 1 - GENERAL
1.01 Summary of Work
A. The Contractor shall install and put into satisfactory service a second irrigation pump
adjacent to the existing pump at the Case Farms Morganton Hatchery. The irrigation
pump station to be furnished under this specification shall be comprised of the
following items. Sizes, elevations, and locations are as shown on the Contract
Drawings.
1. Expansion of the existing concrete pad to accommodate the second pump as
shown in the drawings. Refer to "Section 03310 - Concrete Work."
3. One (1) new irrigation electric pumps for the transfer of the wastewater effluent
from the aerated lagoon to the irrigation spray fields.
4. Miscellaneous piping, valve work, and supports. Refer to "Division 15 -
Mechanical."
5. Miscellaneous electrical and instrumentation/control items. Refer to "Section
13300 - Instrumentation and Controls" and "Division 16 - Electrical."
B. Other related sections include:
1. Miscellaneous piping, valvework, and supports. Refer to "Division 15 -
Mechanical."
2. Miscellaneous electrical and instrumentation/control items. Refer to "Section
13300 - Instrumentation and Controls" and "Division 16 - Electrical."
1.02 Submittals
A. Shop drawings shall include, at a minimum:
1. A complete description of the equipment, system, and process/function, including
a list of system components and features, drawings, catalogue information and
cuts, and manufacturer's specifications.
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2. Performance data and curves as well as horsepower requirements.
3. Functional description of any integral instrumentation and controls supplies,
including a list of parameters monitored, controlled, and alarmed.
4. Addresses and phone numbers of service centers nearest to the Owner as well as a
listing of the manufacturer's or manufacturer's representative's services available
at these locations. Also include addresses and phone numbers of the nearest parts
warehouses capable of providing full parts replacement and/or repair service for
the pumps.
PART 2 - PRODUCTS
2.01 General - Irrigation Pumps
A. The pumps shall be equipped with 20 HP motors, rated for a 460-volt, 25.4-amps,
triple (3)-phase, 60-hertz service.
B. The power cable shall be sized according to NEC and ICEA standards and also meet
with P-MSHA approval.
C. All pumps shall be designed for continuous operation at the design point and at any
head condition within 20 percent of the design total dynamic head (TDH).
D. The manufacturer shall furnish special mounting accessories, if required, to
accommodate the discharges as shown on the drawings.
E. Type 316 stainless steel anchor bolts shall be provided for mounting of all items.
2.02 Pump Panel
A. The control panel shall have a NEMA 4X rating. Panel shall include a HOA switch,
manual transfer switch, and a time lapse meter.
B. The control system must conform to all requirements shown on the Contract
Drawings including a pump off and pump on floats or pressure bell.
2.03 Irrigation Pump Performance
A. The irrigation pumps shall conform to the following specifications:
1. Zones 1 & 2 Combined Design Pumping Rate: 119.07 gallons per minute.
2. Zones 1 & 2 Combined Design TDH: 281 feet.
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Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A66502.00
Irrigation Pumps
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3. Zones 1 & 2 combined Pump Run Time: 24 minutes
4. Zones 3 & 4 Combined Design Pump Rate: 87 gallons per minute.
5. Zones 3 & 4 Design TDH: 267 feet.
6. Zones 3 & 4 Combined Pump Run Time: 23 minutes.
7. Zones 5 & 6 Design Pump Rate: 106 gallons per minute.
8. Zones 5 & 6 Combined Design TDH: 250.37 feet.
9. Zones 5 & 6 Combined Pump Run Time: 29 3/4 minutes.
10. Minimum Motor Horsepower: 20 horsepower.
11. Minimum Discharge Size: 4 Inches.
12. Acceptable Manufacturers and Models:
a. Crane Pumps & Systems (Piqua, Ohio).
b. Gator Pump, Inc., Model 6-VE (Brownwood, Texas).
c. Lo-Lift Pump Co., Inc. (Welsh, Louisiana).
d. SRS Chrissafulli, Inc. (Glendive, Montana).
e. Or equal, as approved by the Engineer.
B. The pump manufacturer shall perform the following inspections and tests on the
pump before shipment from factory:
1. Impeller, motor rating, and electrical connections shall first be checked for
compliance with the purchase order.
2. A motor and cable insulation test for moisture content or insulation defects shall
be made.
3. Prior to installation, the pump shall be run dry to establish correct rotation and
mechanical integrity.
4. The insulation test is to be performed again.
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5. A written report stating the foregoing steps have been done shall be supplied with
each pump at the time of shipment.
2.04 Irrigation Pump Design and Construction
A. The pumps shall be capable of handling treated wastewater effluent.
B. The pump drivers shall have a four -inch (4") discharge diameter and a motor sized to
operate at 3,480-3,600 RPM on 460 volt, 25.4 amps, 3 Phase, 60 Hertz power.
C. Each motor shall have minimum HP as specified and shall also be supplied with a
non -reverse coupling to prevent the motor rotating backwards.
D. The pumps shall each consist of a bowl assembly of ASTM A48 CL30 cast iron.
Both the suction bell and the pump bowl shall have sleeve type bronze or fluted
neoprene bearings. With an oil lubricated column, the pump bowl shall have a drain -
port with sufficient area to drain the oil that passes through the pump bowl bearing
and the suction bell bearing shall be grease packed and be protected by the pump
impeller. The bowl shaft shall be stainless steel of ASTM A276 Grade 416. The
bowl bearings shall be bronze. Each impeller and bowl shall be made of bronze and
shall be fastened to the pump shaft in such a manner such that it is readily removable
and it is able to prevent damage from reverse rotation.
E. The discharge column assembly shall be 4 inches in diameter, flanged steel pipe,
AWWA standard wall pipe with a minimum wall thickness of 0.25 inches.
F. The line shaft shall be ASTM A276 Grade 416 stainless steel, ground and polished
with a surface finish not to exceed 40 rms. The line shaft shall be ample size to
operate the pump without distortion or vibration. The line shaft shall be accurately
machine threaded for connection.
2.05 Irrigation Pump Lubricants
A. The pump manufacturer shall furnish all lubricants (oils and greases) necessary for the
initial lubrication of the pump and the drive motor and a one year supply of all
lubricants.
1. The lubricants furnished shall be appropriately identified by viscosity and/or class
number.
2. Each lubricant furnished shall be identified by the name of the producer of the
lubricant and by the trade name given to the lubricant by the producer.
2.06 Irrigation Pump Warranty
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MacConnell & Associates, P.C. Project No.: A66502.00
Irrigation Pumps
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A. The pump manufacturer shall warrant the units being supplied to the Owner against
defects in workmanship and material under normal use, operation, and service for a
minimum of one (1) calendar year from the date of final acceptance of the project, at
no additional cost. The warranty shall be in printed form and apply to all similar
units.
PART 3 - EXECUTION
3.01 General
A. Install all equipment and accessories as shown on the Contract Drawings and
according to the manufacturer's instructions and recommendations.
B. Startup services are detailed in "Section 13300 - Instrumentation and Controls." A
trained representative of the irrigation pump supplier or manufacturer shall certify the
installation and verify that all control and instrumentation loops operate as intended
by the Contract Documents.
C. The warranty period for all pumps furnished under this section shall not begin until
the date on which the Contractor's Certificate of Completion is issued.
END OF SECTION 11871
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A66502.00
Irrigation Pumps
11909-5

SECTION 13300
INSTRUMENTATION AND CONTROLS
PART 1 - GENERAL
1.01 Related Documents
A. Contract Drawings and general provisions of contract, including General and
Supplemental Conditions and "Division 1 - General Requirements" of these Contract
Specifications sections, apply to work of this section.
B. Instrumentation and controls not included in this specification include:
1. Division 11 - Equipment.
2. Division 16 - Electrical.
1.02 Description of Work
A. General: Control panels, motor starters, lockable disconnect, and breakers shall be
furnished by the respective equipment manufacturers. The intent of these
specifications are to provide a performance specification in conjunction with the
related documents above for a complete and operationally functional system.
Contractor shall provide a complete and operable system. Items not specified herein
may be required to meet the performance of this specification and they shall be
furnished and installed at no additional cost.
B. Provision of Instrumentation Equipment and Wiring: Extent of the system is
indicated on the drawings and described in the specifications. Systems shall be
provided to operate as described in the "Instrument Loop Descriptions" of this
section.
1.03 Quality Assurance
A. Instrumentation items to comply with recommended practices of Instrumentation
Society of America (ISA) for performance and Underwriters' Laboratories, Inc. (UL)
standards for specific atmospheric applications. Enclosures to comply with National
Electrical Manufacturers' Association (NEMA) standards for the specific application.
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Instrumentation and Controls
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B. Accuracy: The system includes primary elements, transmitters, signal circuits,
receivers, and shall meet the following criteria over an ambient temperature range of
between 0 and 120 degrees Fahrenheit.
1. Analytical: 1.0 percent of full scale.
2. Pressure: 1.0 percent of full scale.
3. Level: 1.0 percent of full scale.
4. Flow Rate: 1.5 percent of maximum over 10 to 1 range.
5. Flow Integration: 1.0 percent maximum over 10 to 1 range.
C. Product Uniformity: Contractor shall certify and ensure the immediate selection of
components to meet the Contract Specifications and assure Owner that, once Engineer
and Owner approval is secured, said components and equipment are used uniformly
and solely throughout the Contract Work unless specific locations or applications of
service dictate otherwise.
1.04 Contractor Requirements
A. Contractor shall be licensed in the State of North Carolina to perform the work
specified.
B. The Contractor shall be responsible for all programming, start-up, and training
activities along with the equipment manufacturer's representative.
1.05 Submittals
A. Submit the following information to the Engineer for approval prior to commencing
Contract Work:
1. A functional schematic, conforming in style and nomenclature to ISA-55.1,
showing all control processes.
2. Provide shop drawing for each type of instrument used in work including:
specifications, drawings, cut sheets, and other applicable information for all
instruments to be provided.
3. ISA Certificate of Conformance for each like instrument.
4. Wiring diagrams showing point-to-point terminations for each item in each
control loop.
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5. Separate loop diagrams for each loop showing schematically each item in loop by
tag number and sequence and description of operation. Verify in writing all loop
descriptions showing additional items properly identified to satisfy complete
functional system.
6. Panel layouts with panel wiring and/or piping diagrams with Bill of Materials
indicating the manufacturer and catalog numbers of the components used in the
wiring diagram.
7. Elementary, ladder type wiring diagrams for control wiring involving relays,
control switches, motor starters, and pilot lights.
8. All wiring diagrams shall have all wires numbered with no duplicate wire
numbers throughout this project.
9. Conduit schedule.
PART 2 EQUIPMENT
2.01 General
A. The Contractor shall furnish all labor, materials, tools, equipment, and perform all
work and services necessary for or incidental to the furnishing and installation of all
operational instrumentation and controls for all pumps, sensors (rain), and meters
associated with the wastewater treatment and irrigation system as shown on Contract
Drawings and as specified herein.
B. The required work consists of, but is not necessarily limited to:
1. Furnishing, installing, and coordinating all instrumentation duplex wet well
pumps, electromagnetic flow meters, chlorine metering pumps, and rain sensor as
shown on the Contract Drawings and specified herein.
C. Although such work is not specifically shown or specified, all supplementary or
miscellaneous items, appurtenances, and devices incidental to or necessary for a
sound, secure, complete, and compatible installation shall be furnished and installed
as part of the Contract Work.
D. Coordinate instrumentation equipment with other applicable sections to complete the
instrumentation and control system, complete with interconnecting wiring diagrams
(point-to-point) for connecting other equipment. Instrumentation and control includes
metering, sensing, status indication, alarm, interlocking, switching, and miscellaneous
components required for control of process and operation variables.
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E. The Contractor shall furnish one year's supply of recommended lubricants, all
required special tools, and all spare parts recommended by the manufacturer of each
piece of equipment.
F. Start -Up Services: Employ and pay for the services of manufacturer's or supplier's
certified field service representative to:
1. Inspect equipment covered by these Contract Specifications.
2. Adjust, calibrate, check, and commission the instrumentation/control system.
3. Conduct the initial start-up of equipment, perform basic operational checks, as
well as verify system operation in accordance with quality standards of this
specification section.
4. Provide Owner with a written statement that manufacturer's equipment has been
installed, commissioned, and calibrated properly and is ready for operation by the
Owner. Secure the manufacturer's certification that each control loop functions as
required.
5. Provide operation and maintenance manuals and review the manuals orally with
the Owner's personnel to the extent needed to assure warranty compliance and
complete familiarization with correct operating and maintenance requirements of
the equipment. Instruction of operators is incidental to start-up and warranty
compliance. Multiple formal training sessions or significant time over and above
normal start-up will not be required.
2.02 Control Panels
A. See "Division 11 - Equipment" as well as the Contract Drawings for detailed control
panel requirements. The manufacturer shall provide the standard instrumentation and
controls system with the equipment. Each local panel shall contain the items listed
below on its face, as a minimum. All items shall have labels on the front of the panel.
1. General (For each panel):
a. Power on indicator light.
b. External alarm horn and indicator light.
c. External alarm silencer pushbutton.
d. Adjustable timer.
e. Time lapse meter per pump.
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Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Instrumentation and Controls
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f. Two (2) three-phase, 460-volt GFI receptacles (where shown on Contract
Drawings).
2. Irrigation Pump Station (for each pump):
a. Hand/Off/Auto/Timer switch.
b. Run indicator light.
c. Run time totalizer (i.e. inside panel).
d. Manual timer to set run times for each pump.
e. Alarm indicator lights.
f. Mushroom -type emergency stop button and lock -out.
g. Totalized flow (electromagnetic flow meter inside building).
h. Instantaneous flow (electromagnetic flow meter inside building).
2.03 General Instrument Loop Descriptions:
A. Instrumentation systems shall operate as described below. Provide all equipment,
wire and cable, and installation required for the operation described.
B. Digital Signals: Digital signals, including motor status signals and alarm contacts, are
input to the respective control panels.
C. Pump and Motor Operation: All pumps and motors which have starters mounted
either in control panels or free standing adjacent to the control panel will have
auxiliary contacts for reporting operational conditions to the control panels. In
addition, there may be additional controls for specific pieces of equipment, with
appropriate relays or coils which will need to be provided to allow initiation of
operation.
2.04 Specific Instrument Loop Descriptions
A. Irrigation Pump Station:
1. Irrigation pumps shall be controlled from a duplex above -grade control panel and
be operated by Hand/Off/Auto switches. Power to a single pump may be
interrupted through the engagement of the mushroom -type emergency stop button,
while allowing the other pump to operate normally. The mushroom -type
emergency stop buttons shall be provided with lock-out/tag-out devices. Normal
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MacConnell & Associates, P.C., Project No.: A65502.00 13300-5

operation in the Auto mode shall be based on set times on a 24-hour clock. A
pump run timer will cumulatively record how long each pump runs.
a. The system shall use a rain sensor to prohibit irrigation during a rainfall event.
2.05 Electronic Equipment Environmental Protection
A. Provide all printed circuit boards with "Humiseal" conformal coating, covering all
components on both sides of board except adjustable components. Gold plate edge
connectors on circuit board and socket contacts. Install thermostatically -controlled
condensation protection heaters in all enclosures housing electronic equipment. All
control panels shall be Type NEMA 4X.
2.06 Control Components
A. Control components (e.g., pushbutton switches, selector switches, and indicating
lights) shall be NEMA-rated, heavy duty, oil tight except, and be uniform for new
equipment.
B. Control Relays and Latching Relays: Relays shall be the machine tool -type with 120-
Volt, 60-Hertz coil -and field -convertible 10-ampere, 600-VAC contacts.
C. Timing Relays: Timing relays shall be pneumatic -type with 120-VAC coils.
D. General Purpose Relays: General purpose relays shall be plug-in type, five (5)-pin
socket, 120-VAC coil, DPDT contacts, rated for 10 amperes at 120 VAC.
E. Power Relays: Power relays shall have DPDT contacts rated for 30 amperes at 240
VAC and 120 VAC coils. Contacts shall be rated for 1 horsepower at 240 VAC.
2.07 Instrumentation Wire and Cable
A. The Contractor shall furnish and install all instrumentation cable and control wire
required for the indicated and specified instrumentation and control systems. Unless
indicated otherwise, install all cable and wire in rigid galvanized steel conduit.
1. Provide American Wire Gauge (AWG) No. 18 stranded copper, twisted, shielded
pairs similar to Belden No. 8760 for four (4) to 20-milliampere signal wiring.
Signal wiring shall not be pulled into conduits with power or AC control wiring.
2. Provide stranded copper Type THHN/THWN for control wiring involving relays
and switches. Use AWG No. 14 minimum and larger as required to limit voltage
drop to five (5) percent when control circuits operate.
3. Provide special instrumentation wire and cable as required for instruments with
signals other than four (4) to 20 milliamperes.
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4. Ground cable shields, as recommended by the instrument manufacturer.
B. Signal cable and signal cable conduits are to be installed by the Contractor.
Terminations for all instrumentation wiring will be made by the Contractor.
2.08 Pressure Gauges
A. Gauge sizes and scale ranges for pressure, vacuum, or compound gauges shall be as
indicated on the instrument device schedule drawings, piping schematic drawings, or
as specified. Gauges shall be of the differential pressure type where indicated. Gauge
scales shall have at least 5 major and 50 minor divisions. Major divisions shall be
equally spaced and shall be in whole integers. Scale units (inches, psi, feet) shall be
engraved on the scale. Each gauge shall be provided with a ball -type shutoff valve.
B. All gauges with spans of 10 psi or less shall have AISI Type 316 stainless steel
bellows and connections. All process gauges with spans greater than 10 psi shall have
an AISI Type 316 stainless steel Bourdon tube and connections.
C. The manufacturer's standard ranges will be considered if approximately equal to the
specified range. However, the Engineer reserves the right to require special scales
and calibration if the manufacturer's standard is not acceptable. Gauges shall have
clear acrylic or shatterproof glass windows, adjustable pointers, stainless steel geared
movement, and shock -resistant cases. Pointer travel shall span not less than 200
degrees nor more than 270 degrees. Gauge accuracy shall be nominal 1.0 percent of
span, corresponding to ANSI B40.1. Accuracy Grade A. Gauges shall be
manufactured by Ashcroft, U.S. Gauge, or Weksler.
D. Pressure Gauges: Furnish and install pressure gauges as shown on the contract
drawings and as specified.
2.09 Pressure Switches
A. Pressure switches shall be field adjustable and shall have a trip point repeatability of
better than 1 percent of actual pressure. Contact rating shall be 10 amperes at 120
volts ac, Switches shall have over -range protection to maximum process line pressure.
Switches mounted inside panels shall have NEMA Type I housings. All other
switches shall have weatherproof housings. Switches shall be of the differential
pressure type where indicated on the drawings or in the device schedule.
B. Furnish and install pressure switches as shown on the contract drawings and/or as
specified. Switches shall be SPDT, normally closed. Switches shall require manual
reset. Switches shall be weatherproof, Series SB, SD, and SE as appropriate, by Asco
or equal by Square D Ashcroft, Barksdale, Mercoid Controls, S.O.R., or General
Electric. Switches shall be as specified.
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2.10 Lightning and Surge Protection
A. Furnish and install in each electronic transmitter a lightning and surge protection
device to protect sensitive electronic circuits in the transmitter and in the signal
receiving equipment.
2.11 Digital Panel Indicators (if used)
A. Digital indicators shall be designed for semiflush mounting in a panel. The display
shall be a 3-1/2 digit LED or gas -discharge type, with digits at least 0.5 Inch high.
The display shall be easily read at a distance of 10 feet in varying control room
lighting environments. Operating temperature range shall be 0 to 600C. Accuracy
shall be +/- 0.1 percent. The display shall be scaled in engineering units, with the
units engraved an the display face or on the associated nameplate. The display shall
have a selectable decimal point and shall provide over -range indication. Digital
indicators shall be manufactured by Action Instruments, Electro-Numerics, Red Lion
Controls, Sycon-Weston, or equal.
2.12 Selector Switches
A. Selector switches shall be heavy-duty, oil -tight type, with low voltage lamps.
Position legends shall be engraved on the switch faceplate. Switches for electric
circuits shall have silver butting or sliding contacts, rated 10 amperes continuous at
120 volts AC. Contact configuration shall be as indicated on the drawings or as
required for the application. Switches used in electronic signal circuits shall have
contacts suitable for that duty. Switches shall be Cutler -Hammer Type T, General
Electric CR, Square D, or Micro Switch Type PT.
2.13 Indicating Lights
A. Indicating lights shall be heavy-duty, oil -tight type, with low voltage lamps. A built-
in transformer shall be used for ac service. Legends shall be engraved on the lens or
on a legend faceplate. Lamps shall be easily replaceable from the front of the
indicating light. Indicating lights shall be Cutler -Hammer Type T, General Electric
CR, or Micro Switch Type PT.
2.15 Push Buttons
A. Push buttons shall be heavy-duty, oil -tight type. Legends shall be engraved on the
push-button faceplate. Contacts shall be rated 10 amperes continuous at 120 volts ac.
Push buttons shall be CutlerHammer Type T, General Electric CR, or Micro Switch
Type PT.
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2.16 Relays
A. Relays indicated to be provided in panels, enclosures, or systems furnished under this
section shall be of the plug-in socket base type with dustproof plastic enclosures
unless noted otherwise. Relays shall be UL recognized and shall have not less than
double -pole, double -throw contacts. Relays shall have an integral pilot light to
indicate when the coil is energized. Control circuit relays shall have silver -cadmium
oxide contacts rated 10 amperes at 120 volts AC. Electronic switching -duty relays
shall have gold-plated or gold alloy contacts suitable for use with low level signals.
Relays used for computer input alarm input, or indicating light service shall have
contacts rated at least 3 amperes. Time -delay relays shall have dials or switch settings
engraved in seconds and shall have timing repeatability of +/- 2.0 percent of setting.
Latching and special purpose relays shall be as required for the specific application.
Relays shall be Eagle Signal Series 22, 80; IDEC Series RR; Potter & Brumfield
Series KRP, CB; Struthers -Dunn Series A3, A4, or equal
2.17 Instrument Calibrator
A. The calibrator shall be completely portable and shall be capable of measuring and
generating milliamperes and volts. The calibrator shall be completely solid-state and
shall have one 4-1/2 digit display capable of indicating either calibrator input or
output. The display indication (output or input) shall be switch selectable. The input
display shall be bipolar, complete with a minus (-) sign.
B. Inputs shall range from -50 to +50 volts; -100 to + 100 MV; and -50 to +50 mA DC,
outputs shall range to cover 0 to 11 volts and 0 to 22 mA DC. Input and output
accuracy shall be +/- 0.1 percent of full scale and shall be traceable to the National
Institute of Standards and Technology. The calibrator shall be capable of simulating a
two -wire transmitter operating from an external supply voltage of 12 to 65 volts DC,
or driving an external load of 0 to 400 ohms at 20 mA DC from the calibrator's
internal 24 volt DC supply. The calibrator shall have input-output isolation and shall
be protected against misconnection and over -voltage.
C. The calibrator shall be powered from a snap -in battery pack capable of operating the
calibrator for 8 hours at 20 mA continuous output. The calibrator shall be supplied
with two battery packs, a separate battery charger, a carrying case, an instruction
manual, and test leads. The calibrator shall be Transmation 1091 and specified
module part numbers.
D. The calibrator shall be capable, with the addition of auxiliary modules, of measuring
pressure and differential pressure in inches of water or psig. Accuracy of pressure
measurement shall be 0.07 percent of full scale and shall be traceable to the National
Institute of Standards and Technology. The pressure modules shall have over-
pressure relief which protects calibration and shall be compatible with non-
conductive. non -corrosive, instrument -grade clean air or clean inert gas. Pressure
ranges and modules shall be as specified in the following table:
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Instrumentation and Controls
13300-9

Pressure Ranges Module Part Number
Single Scale Modules
0-100 psig PS6100
Dual Scale Modules
0-10 psig PD2120
Single Port Dual Port (for differential input)
N/A
PD2121 0-280 in. of water
E. The calibrator shall be equipped with fittings for 1/8 inch NPT to 1/4 inch OD tubing,
and a potable air supply pump (-2 to +200 psig). The air supply pump shall be
Transmation 1098P.
PART 3 - EXECUTION
3.01 General
A. The instrumentation equipment shall be installed by the Contractor or his
subcontractors in accordance with the manufacturers' instructions. The services of the
system suppliers technical representative shall be provided as necessary to calibrate,
test and advise others of procedures for adjustment and operation in accordance with
the requirements of the quality control section.
3.02 Installation
A. Furnish and install instrumentation in accordance with highest standards recognized
in industry in full accordance with ISA standards and in accordance with
manufacturer's recommendation.
B. Insure installation, calibration, and commissioning of instrumentation elements are
fully recognized and authorized by manufacturers. Pleas of ignorance on part of the
Contractor will not be permitted relative to installer qualifications and factory
authorization.
C. In addition to installation of equipment, provide following:
1. Calibration and Commission: Calibrate and commission control loops from
primary element to final control element or other device. Calibration includes
simulating control signal at input terminals of control loop elements proportional
to range of process variable being measured. Set zero and span of control
elements to conform to simulated input signal.
Case Farms Instrumentation and Controls
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 13300-10

2. Commissioning includes written verification and elements of control loop
function throughout specified range. Provide commission documents.
3. Test Equipment: Provide equipment for calibration of control loops which is
certified by NBS. Equipment certification will be provided upon request.
4. Start -Up: Tune control loops to provide straight line control under dynamic
conditions. Control loops must meet Owner's approval before project will be
considered complete. Verify in writing that control -loops are operating as
specified.
3.03 Execution
A. The Contractor shall furnish and install all conduit and power cable and install
instrumentation cable (supplied by instrument supplier) in conduit and underground
duct.
B. The Contractor shall furnish and install instruments and their components and make
all field connections.
C. All wiring shall be checked for proper termination.
D. Submit installation drawing and instructions and operations manual.
3.04 Field Wiring
A. Field wiring materials and installation shall conform to the requirements of the
electrical section, including applicable codes.
3.05 Field Piping
A. Field piping materials and installation shall conform to the requirements of the
miscellaneous piping section, including applicable codes.
3.06 Field -Mounted Instruments
A. Instruments shall be mounted so that they may be easily read and serviced and all
appurtenant devices are easily operated. Installation details for some instruments are
indicated on the drawings. Unless otherwise indicated on the drawings, instruments
which include local indicators shall be mounted approximately 5 feet above the floor
and shall be oriented for ease of viewing. Transmitters shall be mounted an
corrosion -resistant pipe supports suitable for floor, wall, or bracket mounting.
3.07 Field Calibration
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Instrumentation and Controls
13300-11

A. A technician representing the Contractor shall calibrate each instrument and shall
provide a written calibration report for each instrument, indicating the results and
final tuning adjustment settings. The adjustments of each calibrated instrument shall
be sealed or marked, insofar as possible, to discourage tampering. Instruments shall
be calibrated before checkout of the operation of the system.
3.08 System Check
A. A technician representing the Contractor shall participate in the checkout of metering
and control systems. If interrelated devices furnished by others such as valve
actuators, motor controls, chemical feeders, or primary measuring devices do not
perform properly when placed in service, the technical representative shall use
suitable test equipment to introduce simulated signals to verify or measure signals
from such devices as required to locate the source of trouble or malfunction.
Contractor shall have the responsibility for corrective measures.
3.09 Installation of Test Equipment
A. Unless specified otherwise, all test equipment for the calibration and checking of
system components shall be provided by the Contractor for the duration of the testing
work. Unless specified otherwise, test equipment will remain the property of the
Contractor.
3.10 Start -Up Services
A. Start-up services shall be provided by Contractor. A minimum of two full days
service (included with plant start-up) shall be provided with following services
including:
1. Inspect equipment covered by these specifications.
2. Supervise adjustment, calibrations, installation checks, and full commissioning.
3. Conduct initial start-up of equipment and perform basic operational checks.
Verify system operation in accordance with this specification.
4. Provide Owner with a written statement that manufacturer's equipment has been
installed properly, commissioned, and calibrated and in ready for operation by the
Owner.
5. The Contractor shall provide operation and maintenance manuals including as -
built wiring diagrams and program flow charts. Contractor shall review the
manuals orally with the Owner's personnel to the extent needed to assure warranty
compliance and complete familiarization with correct operating and maintenance
Case Farms Instrumentation and Controls
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 13300-12

requirements of the equipment. Instruction of operators is separate from startup
and warranty compliance.
3.11 Customer Training
A. The Contractor shall provide a qualified representative at the job site to train the
Owner's personnel in operating and maintenance of the equipment. The training
session shall include a technical explanation of the equipment and an actual hands-on
demonstration. The training session shall consist of two consecutive 8-hour Owner
working days, and the schedule shall be arranged and coordinated with the Owner.
B. Outline of training sessions shall be submitted to Engineer for review and approval.
END OF SECTION 13300
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Instrumentation and Controls
13300-13

SECTION 15060
PIPE AND PIPE FITTINGS
PART 1 - GENERAL
4.01 Description of Work
A. The extent of work under this item includes providing, installing, and testing all pipe
and pipe fittings as shown on the Contract Drawings and described herein necessary
to make complete and serviceable all piping systems.
B. Related work specified elsewhere in these Contract Specifications include:
1. "Division 2 - Site Work."
2. "Division 15 - Mechanical."
1.02 Quality Assurance
A. General: Class numbers or pressure rating and cover conditions shall be clearly
marked on the pipe and fittings at the factory. The proposed marking system shall be
submitted to the Engineer for approval prior to shipment of any pipe to the job.
B. Codes and Standards: Comply with the provisions of the following codes and
standards except as otherwise shown or specified.
1. American Water Works Association (AWWA): All applicable standards.
2. North Carolina Department of Environment and Natural Resources: All rules and
regulations.
1.03 Submittals
A. Material Certificates: Provide material certificates signed by both the manufacturer
and the Contractor. Certify that each material item complies with the specified
requirements.
B. Shop Drawings: Submit shop drawings on all piping systems.
C. Pipe Material: All piping and marker to be used in this project is to be as indicated on
the Contract Drawings, or if not indicated, as specified below:
Case Farms Pipe and Pipe Fittings
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 15060-1

1. All gravity collection piping the septic tanks shall be Schedule 40 polyvinyl
chloride (PVC) pipe, conforming to American Society for Testing and Materials
(ASTM) D 1785, with socket and spigot -type ends for the forming of solvent -
cemented joints. Note that Class 50 ductile iron pipe (DIP) shall be used in
locations where minimum separation distances between potable water lines and
stormwater drainage pipe, as stipulated in the most recent edition of the "Laws
and Rules for Sewage Treatment and Disposal Systems" published by the On -Site
Wastewater Section of the North Carolina Department of Environment and
Natural Resources' Division of Environmental Health, cannot be maintained.
Specifically, the gravity collection piping may cross a potable water line or a
stormwater drainage pipe, if at least 18 or 24 inches clear separation, respectively,
is maintained. Otherwise, the gravity collection piping shall be DIP for a distance
of five (5) feet before and after the crossing. All DIP shall be manufactured in
accordance with AWWA C150.
2. The effluent line piping from the pump station to the manhole shall be Schedule
40 PVC pipe, conforming to ASTM D 1785.
PART 2 - PRODUCTS
2.01 Polyvinyl Chloride Pipe
A. General:
1. PVC pipe and fittings shall be manufactured from Type 1, Grade 1 PVC, in
conformance with ASTM D 1785. Compound from which pipe is produced shall
have a design stress rating of 2,000 pounds per square inch at 73 degrees
Fahrenheit, as listed by the Plastics Pipe Institute (PPI). Materials from which
pipe and fittings are manufactured shall have been tested and approved for
conveying potable water by the National Sanitation Foundation (NSF).
2. Flange gaskets shall be full faced rubber.
3. Pipe shall conform to the requirements of ASTM D 1785, size as shown on
Contract Drawings.
4. Joints shall be solvent -weld or push -on bell and spigot for water/wastewater
piping, unless otherwise indicated on the Contract Drawings. Threaded joints
shall be used for all piping above grade unless otherwise shown Contract
Drawings.
5. Fittings for pressure service and/or chemical applications shall conform to the
requirements of ASTM D 2466 and ASTM D 1784 for Schedule 40 and ASTM D
2467 and ASTM D 2464 for Schedule 80. For drainage and waste piping, fittings
Case Farms Pipe and Pipe Fittings
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 15060-2

shall be drainage pattern ASTM D 2165. Socket diameter shall be such that they
are compatible with the pipe for solvent welding.
6. Solvent Cement for PVC Pipiinn : All socket -type connections shall be joined with
PVC solvent cement complying with ASTM D 2564. Cement shall have a
minimum viscosity of 2,000 cps and be recommended by the pipe manufacturer.
"Purple" cleaner shall be used before solvent welding joints.
PART 3 - EXECUTION
3.01 General
A. Adherence to Standards and Instructions: All pipe, of whatever material, shall be
transported, handled, stored, and installed in conformance with the applicable
AWWA standards and manufacturer's instructions for the particular pipe material
involved.
B. Responsibility for Materials: During loading, transportation, unloading, and storage,
every precaution shall be taken to prevent injury to pipe, fittings, and accessories and
to prevent damage to pipe and fitting linings and coatings. Pipe shall be protected
during handling against impact, shocks, and free fall. Pipe shall be kept clean at all
times, and no pipe shall be used in the work that does not conform to the appropriate
specifications.
C. PVC Pipe: Install in accordance with Chemtrol's "Plastic Piping Handbook" and
Unibell PVC Handbook.
D. Shut-off valves and unions or flanges shall be provided where shown to each item of
equipment such as pumps, tanks, and coils to isolate each unit or section of piping for
maintenance and/or removal of all equipment and apparatus.
E. Provide caps or plugs for all open ends of pipe lines and equipment during installation
to keep dirt and other foreign matter out of pipe and equipment.
F. Provide necessary temporary cross -connections, valves, over -size flushing
connections, pumps, etc. as required to thoroughly flush systems.
3.02 Safety Requirements
A. All operations shall be conducted so as not to interfere with, interrupt, or endanger the
operations of vehicular traffic nor damage, destroy, or endanger the integrity of
roadway. All work on or near State Road property shall be conducted in accordance
with NC DOT safety rules and regulations. The contractor shall secure and comply
with NC DOT safety rules and shall give written acknowledgement to NC DOT that
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Pipe and Pipe Fittings
15060-3

they have been received, read, and understood by the contractor and its employees.
Operations are subject to NC DOT inspection at any time.
B. A field supervisor, with no less than 12 months of experience with the equipment
being used, must be present at all times during the installation.
C. Shut-off valves and unions or flanges shall be provided where shown to each item of
equipment such as pumps, tanks, and coils to isolate each unit or section of piping for
maintenance and/or removal of all equipment and apparatus.
D. Provide caps or plugs for all open ends of pipe lines during installation to keep dirt
and other foreign matter out of pipe.
3.03 Exterior
A. General Pipe Lang: All pipe, special castings, valves, fittings, and the bells and/or
spigots of same shall be thoroughly cleaned of all earth or other foreign matter before
being fitted together. The spigot end shall be adjusted in the bell of the pipe, using a
special casting or valve to allow for uniform gasket space, and the pipe shall be
completely forced home and held there.
B. No pipe shall be laid except in the presence of the Engineer or his representative,
without special permission from the Engineer. Prior to being lowered into the trench,
each joint of pipe shall be carefully given a final inspection by the Contractor to see
that each is clean, sound, and free of defects. Damaged sections shall be repaired to
the satisfaction of the Engineer or removed from the site.
C. Pipe shall be laid accurately to the line and grade as designated on the Contract
Drawings. Unless otherwise noted, all pipes are to be installed at a uniform grade,
continuous from points of connection to vaults, tanks, or other control points. Where
spot elevations of a pipe line is given, such elevations shall serve as intermediate
control points for changes in grade. Required variations in the elevation or grade
shown due to existing or revised conditions, plus or minus two (2) feet, shall not be
cause for claim for additional payment by the Contractor. The Contractor is to locate
and uncover existing pipes along the path of new pipes prior to beginning new pipe
installation. The Contractor will verify existing pipe elevations and determine if any
clearance problems exist. In the event of any alignment conflicts, the Contractor shall
promptly notify the Engineer. The Engineer shall approve any changes in grade prior
to beginning pipe laying. Bell holes shall be excavated for each joint to assure that
the bedding supports the barrel of the pipe and to facilitate making a perfect joint.
Preparatory to making pipe joints, all surfaces of the portion of the pipe to be jointed
or of the factory -made jointing materials shall be clean and dry. Gaskets, whether for
the mechanical joint type or push -on joint type, shall be clean, flexible, and, where
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Pipe and Pipe Fittings
15060-4

lubrication is required, be lubricated with a lubricant recommended by the
manufacturer.
D. Pipe shall be laid in perfect alignment between turns. No abrupt changes, either in
grade or alignment, will be acceptable. At such locations where alignment changes
are indicated on the plans, fittings and adjacent pipe shall be self -restrained by
harnesses or special fittings or external blocking.
E. Minimum vertical separations between existing pipes and the sewer pipe is twenty-
four (24) inches for storm sewer and eighteen (18) inches for a water main. The
minimum horizontal distance between sewer pipe and water main is ten (10) feet and
one hundred (100) feet from a well. Ferrous sewer pipe shall be used when minimum
separations cannot be maintained. The minimum separation from ferrous pipe and a
public water supply well is fifty (50) feet and twenty-five (25) feet from a private
well.
F. During construction of the line, the Contractor shall provide a follower swab of a
diameter which will fit snugly to the pipe being installed, and it shall be dragged
through after each joint has been made. It is imperative that the lines be kept free
from debris during construction. For cleaning of small pipe, a suitable swab or drag
shall be kept in the pipe and pulled forward past each joint immediately after the
joining has been completed. Trenches shall be kept free from water. When work is
not in progress, all open ends of pipe and fittings shall be securely closed so that no
trench water, earth, or other substances will enter the pipe or fittings. At the end of
each day's work, the pipe shall be inspected to insure that dirt, water, and other
materials have not entered the pipe.
G. For gravity systems, pipe laying shall proceed up -grade with the spigot ends pointing
in the direction of flow. The line and invert grade of each pipe shall be checked from
top line carried on batter boards not over 24 feet apart or other acceptable method.
H. An underground piping (both metallic and non-metallic) shall have non -detectable
warning tapes installed at 6 inches below grade in pavements and 9 to 12 inches
below grade elsewhere. Non-metallic pipes shall be identified by detectable,
magnetic tape (or equivalent) placed at 15 to 18 inches below grade for future
location.
3.04 Piping Joints and Connections
A. Screw thread joints shall be made up with sectional pipe dope applied to male threads
only. Threads exposed after joints are made up shall be mopped with the pipe dope to
prevent rust.
Case Farms Pipe and Pipe Fittings
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 15060-5

F. Install PVC chemical piping below grade using solvent -weld joints and above grade
using threaded connections unless otherwise shown or indicated on the Contract
Drawings. Only use a strap wrench when putting together threaded PVC pipe and
fittings. In no case shall a Stillson wrench be applied. Make up joints until tight but
do not stretch or distort plastic pipe. Use teflon thread lubricant or other material as a
joint compound.
G. Install PVC piping below grade using solvent -weld joints or push -on joints unless
otherwise shown or indicated on the Contract Drawings. Make up joints until tight
but do not stretch or distort plastic pipe. Allowances shall be made during
construction for expansion and contraction of PVC pipe based on manufacturer's
recommendations.
3.05 Thrust Restraint for Pressure Piping Systems
A. All plugs, caps and tees, and bends deflecting 11-1/4 degrees or more shall be
provided with reaction backing of 3,000-pound per square inch concrete or suitable
metal harness to prevent movement. Backing shall be placed between solid earth and
the fitting to be anchored. The backing shall be placed such that pipe and fitting
joints are accessible for repair and/or future connections. Where space limitations
will not permit installation of concrete backing, where necessary to insure
accessibility, where shown on the Contract Drawings, or if the Contractor so elects,
pipe and fittings may be self -restrained in addition to or in lieu of concrete backing.
Pipe shall be designed to carry additional stresses of thrust restraint. Details pertinent
to such self -restraining harnesses, tie rods, special pipe, etc., including design criteria
and computations, must be submitted to the Engineer for evaluation prior to
incorporating such devices into the work. Systems based on metal to metal friction,
such as retainer glands, will be considered.
B. Thrust restraint with an anchor ring shall be used where shown on the Contract
Drawings and at terminal pipes. In cases where terminal pipes are preceded by a
reducer, additional methods of restraint must be used for the reducer.
C. Reaction Backing: The area of bearing of the concrete backing on the earth in each
instance shall be at least equal to that shown in the table below. Minimum bearing
areas shall be measured against an undisturbed trench wall. Details of placement are
shown in the Contract Drawings.
D. Areas shown are for 150-pound per square inch test pressure. If test pressure is other
than 150 pounds per square inch, adjust area of reaction backing in direct proportion.
Rewired Bearing Areas (SF)for Reactions Backin (g Sandy Soil - 150 psis
Pipe Tees Hydrant 90 Wyes 45 Wyes 22-112 Wyes 11-114
Size Plugs Degree Els Degree Els Degree Els Degree Els
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Pipe and Pipe Fittings
15060-6

<411
1
2
1
1 1
6"
3
3
2
1 1
8"
4
6
3
2 1
10"
7
9
5
3 2
12"
9
11
6
3 2
14"
11
13
7
4 2
Other Soil Conditions
Cemented Sand or Hardpan - Multiply above by 0.5
Gravel - Multiply above by 0.7
Hard Dry Clay - Multiply above by 0.7
Soft Clay - Multiply above by 2.0
Muck - Secure all fittings with approved harness or tie rod
clamps, with concrete reaction backing the same as listed
for sand conditions.
E. Reaction backing, tie rod clamps, or other suitable harness shall be considered as
incidental to piping construction. Their cost must be included under the appropriate
pipe and/or fitting items in the Proposal.
3.06 Testing Piping Systems
A. Before filling, testing, and disinfecting the installed line, the constructor shall ensure
the line is clean in conformance with ANSFAWWA C651. To facilitate effective
disinfection and minimize the chlorine dosage needed, when practicable, pre -
disinfection flushing should continue until the discharge turbidity drops below 5 ntu,
using measurement procedures described in AWWA Manual M12. Lines shall be
filled slowly with potable water at a maximum velocity of 1 feet per second while
venting air. Precautions shall be taken to prevent entrapping air in the lines. After
filling, lines shall be flushed at blowoffs and dead ends at a minimum velocity of 3
feet second. A minimum of three changes of treated water shall be used in flushing
operations. Valves shall be closed slowly to prevent excessive surges while
maintaining positive pressure at all times throughout the new line. Flushing water
shall be discharged without causing erosion damage, nuisance, or interruption of
traffic. Disposal of flushing water shall be in accordance with Sec. 7.1.1.2. A special
pipeline pig may be required when the required flushing velocity cannot be achieved
or when needed to conserve water. The constructor shall make provisions for
launching and retrieving the pig.
B. Testing of water lines shall be per AWWA C605-13 standards. Each section of
piping shall be tested to a hydrostatic pressure that shall not be less than 1.25 times
the stated anticipated maximum sustained working pressure of the pipeline measured
at the highest elevation along the test section and not less than 1.5 times the stated
sustained working pressure at the lowest elevation of the test section. However, in no
case shall the test pressure exceed the rated working pressure for any joint, thrust
restraint, valve, fitting, or other connected appurtenance of the test section. The
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Pipe and Pipe Fittings
15060-7

Contractor is required to furnish all pumps, gauges, instruments, test equipment, and
personnel required for the tests, and make provisions for removal of test equipment
and draining of pipes after tests have been made. All testing shall be made in the
presence of the Engineer.
C. The pressure tests shall be sustained for not less than two (2) hours and as much
longer as the Engineer may require to assure that:
1. No air pockets are in the line.
2. No broken pipe or defective materials are in the line.
3. No leaking joints have been made.
D. Before applying the specified test pressure, the pipe shall have been properly filled,
flushed, and purged of air. The specified test pressure shall be applied by means of an
approved pumping assembly connected to the pipe in a manner satisfactory to the
purchaser. If outlets are not available at high places, the Contractor shall make the
necessary taps at points of highest elevations before the test is made. After the test
has been completed, corporation cocks shall be installed at these points and marked
by the installation of a valve box.
E. Tests may be made of isolated portions of such piping as will facilitate general
progress of the installation. Any revisions made in the piping systems will
subsequently necessitate retesting of such affected portions of the piping systems.
F. Where water service is available, reasonable amounts of water for flushing and testing
will be furnished by the Owner at no cost to the Contractor subject to requirements
which the City may impose.
G. Any defective material or defects in workmanship that develop during the tests shall
be remedied and the subject piping shall be retested.
H. Prior to pressure testing of buried piping, backfill shall have been partially placed and
tamped to provide adequate side support for all pipe and fittings, and reaction backing
shall have been in place at least five (5) days. At joints, trenches shall be sufficiently
open for joint inspection.
I. All piping systems shall be thoroughly flushed by providing a velocity of 2.5 feet per
second in the line being flushed.
J. When existing water mains are used to supply test water, they should be protected
from backflow contamination by temporarily installing a double -check -valve
assembly between the test and supply main or by other means approved by the
Case Farms Pipe and Pipe Fittings
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 15060-8

purchaser. Before pressure and leakage testing, the temporary backflow protection
should be removed and the main under test isolated from the supply main.
K. Do not test against closed valves at pressures higher than the allowable seating
pressures for individual valves. Contractor may test open valves at pressures up to
that specified for the valve bodies. In sections of the line where the test pressures are
greater than the allowable seating pressures for the valves, the Contractor shall
provide temporary plugs to test against.
L. The leaking tests which may be performed at the same time as the pressure tests shall
be sustained for not less than two (2) hours. The leakage shall be defined as the
quantity of water that must be supplied into the newly laid pipe or any valved section
thereof to maintain the specified leakage test pressure after the air in the pipe line has
been expelled and the pipe has been filled with water.
A The testing allowance shall be defined as the quantity of water that must be supplied
to the pipe section being tested to maintain a pressure within 5 psi (34 kPa) of the
specified hydrostatic pressure. No installation will be accepted if the quantity of
makeup water is greater than that determined by the formula: Q = LDP0.5 /148,000
Q = quantity of makeup water, in gallons per hour
L = length of pipe section being tested, in feet
D = nominal diameter of pipe in inches
P = average test pressure during leakage test in
pounds per square inch (gauge)
Permitted Leakage (I gallon = 128 fluid ounces):
Pipe Diameter
Permissible Leakage/10 Joints
1.25"
.023 gallons
1.5"
.027 gallons
2"
.033 gallons
3"
.042 gallons
4"
.07 gallons
6"
.10 gallons
8"
.13 gallons
10"
.17 gallons
Pipe Diameter Permissible Leakage/50 Joints (in gallons per hour)
4" 0.27 gallons
6" 0.41 gallons
8" 0.54 gallons
10" 0.68 gallons
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Pipe and Pipe Fittings
15060-9

12" 0.81 gallons
14" 0.95 gallons
1 gallon = 128 fluid ounces
N. The maximum infiltration rate of 100 gallons per inch pipe diameter per mile of
gravity pipe installed is allowable for leakage testing.
O. Failures: If, for any reason, a section of pipe fails either of the tests previously
outlined or any substitute test procedure approved by the Engineer, the Contractor
shall locate the defective materials and/or installation and make any necessary repairs.
After the corrective actions have been taken, the section of pipe shall be retested
subject to the same provisions or requirements outlined above.
3.07 Testing Gravity Piping Systems
A. Field testing of gravity piping system including manholes for water tightness shall be
conducted by either an infiltration or exfiltration test. The Contractor shall furnish all
plugs, pumps, piping, gauges, timers, instruments, and labor required to perform the
test. All testing shall be conducted in the presence of the Engineer.
B. The Engineer shall determine the type of test conducted. In general an infiltration test
shall be used when the measured groundwater is one foot greater above the pipe, and
an exfiltration test shall be used when the measured ground water is less than one foot
above the pipe.
C. Contractor shall provide facilities for measuring the groundwater at intervals not
exceeding the distance between each manhole.
D. Maximum permitted leakage shall be 100 gpd/inch of pipe diameter/mile of pipe.
This applies to both the infiltration and exfiltration tests. For 8-inch pipe, permitted
leakage rate is 0.010 gpm or 0.62 gph per 100 feet of line.
E. Visual inspection shall be conducted of all gravity lines. A section of pipe between
two manholes shall pass the test when a light held in a manhole will show a full circle
when viewed from an adjoining manhole.
F. Contractor shall repair any defective materials or installation at no additional cost to
the owner. After corrective measures have been taken, the line will be retested.
Acceptance of pipe shall only be after successful testing.
END OF SECTION 15060
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Pipe and Pipe Fittings
15060-10

SECTION 15100
VALVES & RELATED APPURTENANCES
PART 1 - GENERAL
1.01 Description of Work
A. The extent of work covering valves includes furnishing, installing, and making
operational all valves and related appurtenances as indicated on the Contract
Drawings and specified herein.
B. Related work specified elsewhere in these Contract Specifications includes:
1. "Section 15060 - Pipe & Pipe Fittings."
1.02 Quality Assurance
A. Codes and Standards: Comply with the provisions of the following codes and
standards except as otherwise shown or specified:
1. All applicable standards of the American Water Works Association (AWWA).
1.03 Submittals
A. Shop Drawings: Submit shop drawings for all valves, operators, gates, and special
items including torque tubes, supports, and brackets.
PART 2 - PRODUCTS
2.01 General
A. All valves shall be lever or handwheel-operated type, unless otherwise shown on the
Contract Drawings. Where not otherwise designated, the valves shall have a pressure
rating not less than the adjacent piping, and all valves over four (4) inches in diameter
shall be provided with valve supports of design shown in the Contract Drawings or
approved by the Engineer.
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Valves & Related Appurtenances
15100-1

2.02 Ball Valves
A. Polyvinyl Chloride (PVC) Ball Valves: All ball valves on plastic piping systems shall
be of Type 1, Grade 1 PVC conforming to American Society of Testing and Materials
(ASTM) D 1784.
1. PVC ball valves shall be designed for a 235-pound per square inch working
pressure for sizes 1/2-inch through 2-inch and 150-pound per square inch working
pressure for sizes 2 1/2-inch through 4-inch and rated for a maximum temperature
of 75 degrees Fahrenheit. Valve shall be double -sealed and bubble -tight when
closed at the pressure rating specified.
2. The valve body, ball, stem, gland ring, handle nut, travel stop pin, and adapter
shall be solid PVC.
3. Ball valves shall be true union valves, as shown on the Contract Drawings, with
teflon seats and Viton or EPDM O-rings. Valves shall be as manufactured by
Chemtrol, Cabot, Spears, or equal.
2.03 Check Valves
A. Ball check valves shall be PVC ball checks suitable for horizontal or vertical
mounting and of the size and in the locations shown on the Contract Drawings.
1. The valve shall consist of three (3) components: body, cover, and ball (one
moving part). All components shall be manufactured from Type 1, Grade 1 PVC,
conforming to American Society of Testing and Materials (ASTM) D 1784.
2. In the operating mode, the ball shall not impede flow through the valve. The
operating flow area shall be equal to the nominal size of the valve. The ball shall
clear the water way providing "full flow" equal to the nominal size. It shall be
non -clog.
3. The design of the valve shall be such that it keeps solids, stringy material, grit,
rags, etc. moving without the need for back -flushing
4. No outside levers, weights, springs, dash pots, or other accessories shall be
required.
5. Valves shall have true union connections.
6. PVC ball check valves shall be designed for a 235-pound per square inch working
pressure for sizes 1/2-inch through 4-inch and 150-pound per square inch working
Case Farms Valves & Related Appurtenances
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 15100-2

pressure for sizes 6-inch through 8-inch and rated for a maximum temperature of
75 degrees Fahrenheit.
7. Valves shall be manufactured by Hayward Industrial Products, Inc., George
Fischer Signet, Inc., Spears, or equal.
2.04 Air/Vacuum Release Valve
A. Air/Vacuum release valves shall be Continuous Acting Air Vent / Vacuum Relief
Valves to allow air to remain in the pipeline, enter the pipeline after startup, or to
escape after system shutdown. Air Release Valves shall be installed at high points, at
all gradient change points, in front of any valve on a spur, or every five -hundred (500)
feet for long areas with little to no change in gradient. These will automatically expel
small amounts of air which collect at system high points once the system is filled up
to pressure and fluid is flowing.
1. The valves shall consist of four (4) components: air vacuum relief valve, insulated
valve box, hose, and gravel sump which shall be deep enough to reach the warmer
subzone in the soil.
2. The Air Vacuum Breaker shall provide instant vacuum relief and air relief. Both
the body and the ball shall be made of molded plastic. The ball shall be
removable for easy cleaning.
3. Valve box shall be rectangular black irrigation valve box 12-inches deep, with a
12-inch by 17-inch dimension, or equivalent as approved by Engineer.
B. Acceptable manufacturers of the Air/Vacuum Release Valve equipment shall be:
1. GeoFlow Continuous Acting Air Vent/Vacuum Relief Valves (Madera, CA).
2. Equivalent approved by Engineer.
PART 3 - EXECUTION
3.01 General
A. Install valves in the locations as shown on the Contract Drawings. Installation shall
be plumb, centered, and in absolutely true alignment.
1. When buried, support valves against settlement and misalignment with a suitable,
lasting material as approved by the Engineer.
Case Farms Valves & Related Appurtenances
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 15100-3

2. Above -ground and in -vault valves shall be mounted as shown on the Contract
Drawings. Such valves shall be rigidly held in place using supports and hangers
as specified in the Contract Documents. The stem orientation of valves shall be as
approved by the Engineer for accessibility, but no valve shall have a stem in the
downward position.
3. For buried service valves, install and secure extension stem. Install valve boxes
for valves as indicated on the Contract Drawings. Adjust the length of the valve
box to bring the cover to the finished grade elevation. Center valve box over the
valve operating nut, so that it fits around the stuffing box and rests on the valve
bonnet. Align valve box so that it is plumb. Place and compact soil material in
layers around the valve box so as to prevent misalignment or shifting. Pour a
concrete pad around the cover as shown on the Contract Drawings. Furnish three
(3) tee -handle valve wrenches to the Owner.
B. Clean valve interior of all foreign matter before and after installation. Tighten
stuffing boxes and inspect valve in open and closed position to assure that all
parts are working properly.
3.02 Testing
A. The Contractor shall test all valves and appurtenances for operation and is responsible
for making any adjustments of settings so that the valve assemblies are free from
vibration, binding, scraping, and other defects. Correction of defects shall be
provided by the Contractor at no cost to the Owner.
3.03 Cleaning
A. All valves and appurtenances shall be flushed clean of all foreign matter together with
the piping, as specified in "Section 15060 - Pipe & Pipe Fittings" of these Contract
Specifications.
END OF SECTION 15100
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Valves & Related Appurtenances
15100-4

SECTION 16010
GENERAL REQUIREMENTS - ELECTRICAL
PART I - GENERAL
1.01 Description of Work:
A. Division 16 covers the furnishing and installing of all electrical work for the Case
Farms Morganton Hatchery Spray Irrigation System Expansion. The work includes
items and systems listed below, as shown on the Contract Drawings or required in
connection with the project, but not otherwise specified. The applicable parts of the
General and Supplemental Conditions as well as the General Requirements, if any
shall be included in and made part of this section of the Contract Specifications.
Examine all Contract Drawings and all other sections of the Contract Specifications
for requirements therein affecting the work of this trade.
B. The electrical power supplier is Duke Energy. The available power supply is 120
volts, single-phase, 60 hertz, three (3) wire. The Contractor shall contact the power
supplier prior to commencing work to coordinate and verify the type, location, and
installation of power service.
C. The major components included in the work are:
1. Miscellaneous Items:
a. Wiring of an emergency power generator set and associated automatic and
manual transfer switches are required.
b. Several standard and ground fault circuit interruptible (GFCI) electrical
receptacles (interior and exterior) are to be provided on all of the simplex
pump station panels.
1.02 Definitions:
A. Products noted in the Contract Specifications or on the Contract Drawings by
manufacturer or product name shall be understood to include all necessary
appurtenances for installation in the finished project, whether or not those
appurtenances are specifically noted.
1.03 Contract Drawings:
A. Locations of equipment, outlets, etc. as given on the Contract Drawings are
approximately correct, but are subject to minor modifications as found necessary at
the time installation in order to meet job conditions. Such changes shall be made by
the Contractor at no additional cost to the Owner.
B. The Contractor shall be held responsible for verifying all equipment, locating stub -up
dimensions, electrical characteristics, etc. prior to routing cable runs. He shall make
connections per manufacturer's wiring diagrams.
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
General Requirements - Electrical
16010-1

1.04 Submittals:
A. Submittals to the Engineer for review shall include, but not be limited to, the
following items:
1. Catalog Cuts:
a. Wire and cable.
b. Switches.
c. Motor starters.
d. Multi -outlet assembly.
e. Conduit.
f. Wireway.
h. Wiring devices.
i. Specialty boxes and devices.
j. Special systems equipment.
k. Control stations.
1. Splicing materials.
in. Terminal blocks.
n. Cable terminations.
B. Any material or equipment furnished by the Contractor that fails to comply with these
Contract Specifications or the Contract Drawings will be rejected and shall be
replaced with approved materials or equipment at no additional cost to the Owner.
C. The Contractor shall submit to the Engineer for review only named products or those
products that meet or exceed the requirements of the Contract Documents.
1. Any alternate to a named product must be reviewed and approved in writing by
the Engineer at least 10 working days prior to the day of the bid. Information
sufficient to determine compliance with the Contract Specifications must be
submitted to the Engineer at least 21 working days prior to the bid date to be
considered for approval.
2. For an alternate product to be reviewed, the following samples and technical
information must be supplied to the Engineer:
a. Where practical, a working sample of the alternate product complete with all
accessories that will be supplied for its installation shall be submitted. For
convenience, the Engineer may require a sample that operates at 120 volts.
b. A complete listing of all standards with which the alternate product is
compliant shall be submitted.
c. A copy of the current catalog data sheet with catalog numbers for the alternate
product shall be submitted. Modified data sheets are unacceptable.
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
General Requirements - Electrical
16010-2

d. Performance tests by an independent laboratory which shows that the
performance of the alternate product meets or exceeds published performance
data for the specified product may be required by the Engineer.
3. Where the substitution of an alternate product has been reviewed and approved,
the Contractor shall include in his bid price all costs for other architectural,
mechanical, and electrical changes to the design that shall be required for the
proper installation and operation of the substituted product. These changes shall
be documented in the submittal of the substituted product.
4. Submittals for any alternate to specified products which do not meet the
requirements of Paragraphs 1 through 3 above will not be approved for
installation.
D. A review of a submittal by the Engineer shall not release the Contractor from his
responsibility to provide a complete and functional system. Also, no act, service,
drawing review, or construction review by the Owner, the Engineer, or their
representatives is intended to include a review of the adequacy of the Contractor's
safety measures in, on, or near the construction site.
E. Where the Contract Specifications call for an installation to be made in accordance
with the manufacturer's recommendations, a copy of such recommendations or a
letter from the manufacturer describing such recommendations shall be made part of
the Contractor's submittal.
1.05 Record Drawings and Maintenance Manuals:
A. The Contractor shall maintain an accurate and complete set of the Contract Drawings
at job site, with all deviations and changes in work recorded in red ink thereupon.
Upon completion of the project, the Contractor shall submit these record drawings to
the Engineer. Final payment will not be approved until the record drawings are
completed in a satisfactory manner.
B. The Contractor shall compile and bind all maintenance manuals, equipment and parts
lists, instructions, and descriptive literature furnished by the manufacturers of the
equipment to assist the Owner in the proper maintenance and operation of equipment.
These maintenance manuals shall be turned over to the Engineer. Each brochure shall
include one (1) copy each of all approved shop drawings, catalog pages, instruction
sheets, operating instructions, installation and maintenance instructions, and spare
part bulletins.
1.06 Document Discrepancies:
A. The Engineer is sole interpreter and arbitrator of his own Contract Documents. It is
the responsibility of the Contractor to bring to the Engineer's attention any apparent
inconsistencies or discrepancies in the plans or specifications, and he shall abide by
the Engineer's interpretation, ruling, or decision.
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
General Requirements - Electrical
16010-3

1.07 Connection to the Work of Others:
A. This project will require connection to control panels and equipment provided by
others. Such connections will be made in strict accordance with manufacturer's
instructions.
B. The Contractor is solely responsible for coordination of all trades, sub -contractors,
etc. All electrical work shall be completed with consideration of all civil,
architectural, mechanical, and structural work completed or to be completed as a
result of this Construction Contract.
C. The Contractor shall consult with the Engineer before continuing with any work that
is in conflict with the Contract Documents.
1.08 Space Conditions:
A. Staging, lay -down, storage, and trailer areas will be assigned by the Engineer in
consultation with the Owner. Equipment shall be confined to the space allowed. If
the assigned space is not sufficient, the Contractor shall notify the Engineer.
1.09 Damage:
A. The Contractor shall protect and leave in like -new condition all existing materials,
apparatus, fittings, fixtures and trim on the Owner's property. Should any items be
damaged or broken, the work must be corrected and damaged items replaced with
new items by the Contractor at no additional cost to the Owner. Any work that
requires correction because of damage shall be done by the skilled trade that
originally performed the work.
B. Any adjustments between Contractors and sub -contractors, relative to damage to
work or materials, shall not be the responsibility of the Owner, the Engineer, or their
representatives.
1.10 Cleaning Up:
A. The Contractor shall keep his job site in an orderly and clean condition and shall
periodically, or when directed by the Engineer to do so, cleanup and remove
accumulated rubbish from the construction site.
B. After installation is complete, the Contractor shall thoroughly clean all fixtures,
machines, and apparatus as well as touchup any places or parts that have become
marred with paint matching the original.
1.11 Permits:
A. The Contractor shall secure and pay for all licenses, permits, and inspection fees
required by federal, state, and local agencies having jurisdiction over the work. The
Contractor, by submitting his bid, agrees to furnish any additional labor or material
required for compliance to all federal, state, and local agencies at no additional cost to
the Owner. The Contractor shall obtain certificates of inspection and approval from
all authorities having jurisdiction and shall forward copies of same to the Engineer for
completion of his files.
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
General Requirements - Electrical
16010-4

PART 2 - PRODUCTS
2.01 Materials:
A. All materials and equipment shall be new and shall be listed by Underwriters'
Laboratories, Inc. (UL) for the intended use, when a standard for such material and
use exists. Material and equipment shall display a UL label or marking as part of the
product.
B. All materials and equipment shall be compatible with each other and compatible with
other work that shall interface with work completed by the Contractor. For exposed
work, the Contractor shall coordinate the colors and finishes of electrical materials
and equipment with the Engineer.
C. Where several units of one type of equipment or product are used, all units shall be
the product of the same manufacturer.
PART 3 - EXECUTION
3.01 Examination:
A. Bidders, before submitting their proposals, shall examine the site as well as the
Contract Documents in order to determine the exact extent of the work required.
Bidders shall include in their proposals all items of labor and materials necessary to
complete all work indicated and required, even though these items are not shown or
noted in the Contract Documents, but which are reasonably implied by the nature of
the work.
B. Should the bidders have any questions as to the intent of the Contract Drawings
and/or Contract Specifications, quality of materials to be used, and work to be
performed, written questions shall be submitted to the Engineer who will issue an
Addendum to the Contract Documents to all bidders.
C. Claims for extra payment due to unfamiliarity with the work to be performed by other
trades, existing conditions at the construction site, federal, local or state laws and
codes, as well as alterations due to field conditions will not be allowed.
3.02 Service:
A. The Contractor may and should advise the Engineer of changes necessitated by job
conditions or for explanations of functions of equipment, controls, operation, etc.
B. Should it become necessary for the Engineer to spend time in the field to correct
defects due to Contractor failure to test or adjust a system properly, the Contractor
will be charged for such time at the rate of $115.00 per hour (plus all travel and
overhead expenses). Final payment to the Contractor will be withheld pending
settlement of such charges.
3.03 Supervision:
A. The Contractor must provide a competent foreman or superintendent on site at all
times during construction. The Engineer reserves the right to remove from the job
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
General Requirements - Electrical
16010-5

anyone he deems incapable of performing satisfactorily. The removed party shall be
immediately replaced. The foreman or superintendent assigned to the project shall
not be withdrawn without written consent from the Engineer.
3.04 Miscellaneous Supports:
A. The Contractor is to provide all piers, supports, shelving, foundations, anchor bolts,
strut, hardware, etc. necessary to support equipment installed by him, unless
specifically indicated otherwise. All concrete electrical equipment pads shall be
provided by the electrical contractor.
3.05 Guarantee:
A. The Contractor shall furnish the Owner one (1) year's guarantee on materials and
workmanship furnished and performed under this Construction Contract. This shall
apply to all items except those specifically excluded, or items wherein a longer period
of service and guarantee is required. All guarantees shall be effective for a minimum
of one (1) calendar year from the date of the Certificate of Completion issued by the
Engineer.
3.06 Responsibility:
A. The Engineer shall evaluate construction plans that result in a conflict between trades
and assign responsibility for any corrective work that is required. The Engineer's
decision shall be binding on all trades affected.
3.07 Excavation, Cutting and Patching:
A. The Contractor shall perform all excavation required for his work. The Contractor
shall also backfill and grade all excavation. He shall remove all water from
excavations before installing any work.
B. The Contractor shall be responsible for all cutting, patching and fitting of his work
that may be required to make its several points come together properly. He shall also
be responsible for fitting his work to receive or be received by work of other trades
shown or reasonably implied by the Contract Drawings. The Contractor shall
complete his work as the Engineer directs.
C. The Contractor shall not endanger any work by cutting or patching and shall not cut
or alter installed work without the consent of the Engineer.
3.08 Standardization of Equipment:
A. All materials, devices, appliances, and specialties, when in multiple use, shall be of a
single manufacturer to simplify spares and repairs.
3.09 Testing:
A. Performance testing, if required for a particular item of equipment, will be performed
as described in the appropriate section of these Contract Specifications.
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
General Requirements - Electrical
16010-6

END OF SECTION 16010
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
General Requirements - Electrical
16010-7

SECTION 16020
CODES AND STANDARDS
PART 1 - GENERAL
1.01 Summary:
A. All electrical work is to be performed in accordance with the most recent edition of
the National Electric Code (NFPA-70).
B. All "Division 16 - Electrical" sections of the Contract Specifications contain a
"References" paragraph in Part 1. These are codes and standards that are incorporated
into the Contract Specifications when referenced in the text. The latest edition of
these references shall apply.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 46020
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Codes and Standards
16020-1

SECTION 16035
ELECTRICAL TESTING
PART 1 - GENERAL
1.01 Feeder Insulation Resistance Testing:
A. All current carrying phase conductors and neutrals shall be tested as installed, and
before connections are made, for insulation resistance and accidental grounds.
This shall be done with a 500 volt megger. The procedures listed below shall be
followed:
1. Minimum readings shall be one million (1,000,000) or more ohms for #6 wire and
smaller, 250,000 ohms or more for #4 wire or larger, between conductors and
between conductor and the grounding conductor.
2. After all fixtures, devices and equipment are installed and all connections
completed to each panel, the contractor shall disconnect the neutral feeder
conductor from the neutral bar and take a megger reading between the neutral bar
and the grounded enclosure. If this reading is less than 250,000 ohms, the
contractor shall disconnect the branch circuit neutral wires from this neutral bar.
He shall then test each one separately to the panel and until the low readings are
found. The contractor shall correct troubles, reconnect and retest until at least
250,000 ohms from the neutral bar to the grounded panel can be achieved with
only the neutral feeder disconnected.
3. The contractor shall send a letter to the engineer and the State Construction Office
certifying that the above has been done and tabulating the megger readings for
each panel. This shall be done at least four (4) days prior to final inspection.
4. At final inspection, the contractor shall furnish a meggar and show the engineers
and State Construction Office representatives that the panels comply with the
above requirements. He shall also furnish a hook -on type ammeter and a
voltmeter and take current and voltage readings as directed by the representatives.
1.02 Ground system testing:
A. Upon completion of installation of the electrical grounding and bonding systems, test
the ground resistance with a ground resistance tester. Where tests show resistance -to -
ground is over 25 ohms, take appropriate action to reduce the resistance to 25 ohms
or less by driving additional ground rods. Then retest to demonstrate compliance.
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Electrical Testing
16035-1

1.03 Documentation:
A. All tests specified shall be completely documented indicating time of day, date,
temperature and all pertinent test information.
B. At final inspection, the contractor shall furnish a megger and show the engineer's
representative that the panels comply with the above requirements. He shall also
furnish a hook -on type ammeter and a voltmeter, taking current and voltage readings
as directed by the engineer.
C. All required documentation of readings indicated above shall be submitted to the
engineer prior to, and as one of the prerequisites for, final acceptance of the
project.
END OF SECTION 16035
East Oaks, LLC — Lake Gaston Condos
On -Site System
MacConnell & Associates, P.C. Project No.: A69501.00
Electrical Testing
16035-2

SECTION 16051
NAMEPLATES
PART 1 - GENERAL
1.01 Description of Work:
A. Nameplates for all electrical equipment and devices shall be laminated with plastic
3/32 inches thick. Engraving shall be white on a black field and have approximately
0.125-inch high lettering. For large equipment such as the switchboards, lettering
shall be not less than 0.5 inches high.
1. Nameplates shall be engraved with the name and identifying number of the
equipment served, as well as the voltage, phase, and number of wires associated
with the piece of equipment (e.g. 277/480 volts, 3 phase, 4 wire).
2. The following items, as appropriate, shall be provided with nameplates:
a. Motor control centers.
b. Starters.
c. Disconnect switches.
3. Nameplates shall be permanently affixed with stainless steel screws to the front
trim of the equipment indicated.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 16051
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Nameplates
16051-1

SECTION 16110
RACEWAYS AND FITTINGS
PART 1 - GENERAL
1.01 Description of Work:
A. Existing Raceways: Existing spare conduits in concrete -encased ducts are to be used
only if shown on the Construction Drawings.
B. New Raceways: All other circuits associated with the electrical work are to be run in
new conduit. A 0.75-inch minimum size is allowed on all electrical conduit.
1. PVC conduit shall be used in poured concrete, in concrete -encased duct banks, or
direct burial.
2. Flexible water -tight metallic conduit shall be used at all equipment connections.
4.02 References:
A. American National Standards Institute
1. "Rigid Steel Conduit - Zinc -Coated (ANSI C-80.1)."
2. "Electric Metallic Tubing - Zinc -Coated (ANSI C-80.3)."
B. National Electrical Manufacturers' Association
1. "Electrical Non -Metallic Tubing (NEMA TC-13)."
2. "PVC Externally -Coated Galvanized Rigid Steel Conduit and Intermediate Metal
Conduit (NEMA RN-1)."
C. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA 70)."
D. Underwriters' Laboratories, Inc. (UL):
1. "Flexible Metallic Conduit (UL-1)."
2. "Rigid Metal Conduit (UL-6)."
3. "Liquid -Tight Flexible Metal Conduit (UL-360)."
4. "Schedule 40 and 80 Rigid PVC Conduit (UL-651)."
5. "Electrical Metallic Tubing (UL-797)."
PART 2 - PRODUCTS
2.01 PVC Externally -Coated Galvanized Rigid Steel Conduit:
A. The galvanized conduit, fittings, and couplings, prior to manufacturer's placement of
the PVC coating, shall conform to both ANSI C80.1 and UL-6.
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Raceways and Fittings
16110-1

1. The conduit, fittings, and couplings shall be hot dip galvanized inside and out
with hot dip galvanized threads.
B. The interior as well as the male and female threads of all conduit, fittings, and
couplings shall be coated with a urethane product. The required thickness of the
urethane coating shall not be less then two (2) millimeters (mils).
1. The interior urethane coating shall afford sufficient flexibility to permit field
bending without cracking or flaking of the coating.
C. All coated conduit, fittings, and couplings shall conform to NEMA RN-1.
1. The nominal thickness of the exterior PVC coating shall be 40 mils except where
the part configuration or application of the part dictate otherwise.
2. The PVC coating shall be applied by the plastisol dip method except when the
part configuration dictates otherwise.
3. The conduit shall be bendable without damage to the exterior coating.
D. Acceptable products and manufacturers include:
1. "Plasti-Bond Red" by RobRoy Industries (Verona, PA).
2. "OCAL-BLUE" by Ocal, Inc. (Van Nuys, CA).
3. Or equal, as approved by the Engineer.
2.02 Rigid PVC Conduit:
A. Conduit shall be Schedule 40 and listed under UL 651.
B. Conduit fittings shall also be Schedule 40 PVC.
PART 3 - EXECUTION
3.01 Installation:
A. All PVC externally -coated galvanized rigid steel conduit systems shall be installed in
complete accordance with the manufacturer's requirements and recommendations.
B. Conduit must be neatly -arranged, properly -aligned, and supported.
1. Conduit shall be kept at least six (6) inches from flues, steam pipes, or hot water
pipes where possible.
2. Concealed conduit shall be run in a direct line with long sweep bends and offsets.
Exposed conduit shall be run parallel to and at right angles to building lines.
a. Bends or offsets shall be made with standard conduit ells, field bends made
with an approved bender, or hickey or hub -type conduit fittings.
b. The number of bends in the conduit shall be kept at a minimum and conform
to the National Electric Code.
3. All conduit shall be square cut and reamed to remove any shoulders.
Case Farms Raceways and Fittings
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 16110-2

4. Exposed conduit runs shall be strapped, on maximum eight (8)-foot centers and a
maximum of one (1) foot from the termination at each outlet or panel, unless
otherwise indicated. Non-metallic conduit shall be supported at spacings
recommended by the manufacturer.
C. Conduit joints shall be wrench -tight, free from obstructions, clean, and dry before
pulling conductors. The Contractor shall exercise the necessary precautions to
prevent debris from entering conduit, fittings, and boxes during the course of
installation. Conduit ends shall be plugged with approved conduit seals as soon as
installed is complete. The conduit seals shall not be withdrawn until all concrete
work, masonry work, and plastering to be performed under the Construction Contract
is complete.
D. Erickson couplings may be used in conduit, but unions will not be permitted.
Running threads or split couplings shall not be permitted.
E. Where conduit runs through building expansion joints, an appropriate expansion
fitting shall be used. Conduit expansion fittings shall have copper bonding jumpers,
such as Crouse Hinds Type XJ Series or Appleton XJ Series.
F. Where conduit passes through masonry or concrete walls, foundations, floor
construction, or partitions, the Contractor shall provide sleeves for the conduit's
passage. The Contractor shall seal around the conduit to make water -tight and fire-
proof. All penetrations cut through smoke/fire walls and partitions shall also be
sealed. Sealant shall be grout for floors and 3-M brand fire -barrier system for walls.
Seals shall be installed according to the manufacturer's recommendations and be
equal to the material through which the conduit is passed.
G. Where conduit passes through partitions and/or dividing spaces having temperatures
that vary by 30 degrees Fahrenheit or more, a seal shall be installed to prevent
passage of moisture in conduits from one area to the other.
END OF SECTION 16110
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Raceways and Fittings
16110-3

SECTION 16123
WIRE AND CABLE - 600 VOLTS AND BELOW
PART 1 - GENERAL
1.01 Description of Work:
A. The Contractor shall provide and connect all cable and accessories required for the
circuits shown on the Contract Drawings or required by these Contract Specifications.
This includes connection to motors, control panels, instruments, and all other
equipment and accessories to be provided by others.
1.02 Cable Routing:
A. The cable runs on the Contract Drawings are schematic in depiction and do not show
exact routings. The endpoints of each run are identified in the wiring and panel
schedules. It is the responsibility of the Contractor to determine exact cable lengths.
B. All cable shall be run in conduit unless otherwise specified on the Contract Drawings.
1.03 References:
A. Underwriters' Laboratories. Inc.
1. "Thermoplastic Insulated Wire and Cable (UL-83)."
B. American Society for Testing and Materials (ASTM):
1. "Cable Stranding (ASTM BB)."
C. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
D. Insulated Cable Engineers Association (ICEA):
I. "Cable Insulation (ICEA S-66-524)."
2. "Electrical Properties of Materials (ICEA S-68-516)."
PART 2 - PRODUCTS
2.01 Single Conductor Power and Control Cable:
A. Cable shall be UL-listed and labeled as Type USE, THHN for a copper temperature
of 90 degrees Celsius in dry locations and 75 degrees Celsius in wet locations. Cable
shall have Class B stranded copper conductor per ASTM B 8 with 600-volt
thermoplastic insulation. The jacket and/or insulation material of the cable shall not
support combustion. The cable shall be suitable for use in both conduit and direct
burial installation.
B. All service, feeder, branch, control, and signaling circuit conductors shall be color -
coded. Color shall be white for neutral and green shall be indicative of grounding
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Wire and Cable - 600 Volts and Below
16123-1

conductors. The color of the ungrounded conductors in different voltage systems
shall be as follows:
1. Twenty-four (24)-volt direct current (DC) instrumentation and control circuits
shall be black and white or black and red.
2. Red, black, and blue shall be used for 120/208-volt, three (3)-phase systems.
3. Yellow, brown, and orange shall be used for 277/480-volt, three (3)-phase
systems.
4. Positive thermocouple leads shall be yellow. Negative thermocouple leads shall
be red.
5. Ground conductors shall be either green or bare.
C. Minimum conductor sizes, expressed in units of American Wire Gauge (AWG) or
circular millimeters, are as follows:
1. Power and branch circuits shall be of No. 12 AWG.
2. Class 1 remote control and signal circuits shall be of No. 14 AWG.
3. Class 2 low -energy remote control and instrumentation circuits shall be of No. 16
AWG.
2.02 Grounding Conductors:
A. Grounding and bonding conductors shall conform to ASTM B 1, with solid bare
copper wire for sizes No. 8 AWG and smaller, and ASTM B 8, Class B, with stranded
bare copper wire for sizes No. 6 AWG and larger. Grounding and bonding
conductors shall be insulated -type as specified herein or shown on the Contract
Drawings.
B. Grounding conductor sizes shall be at least as large as specified in Article 250 of
NFPA-70), but no smaller than that called for on the Contract Drawings.
2.03 Multi -Conductor Cable:
A. Multi -conductor control cable shall be used from field instruments or junction panels
to master control cabinets. Cable shall have No. 14 AWG stranded copper
conductors per ASTM B 8, with THHN/THWN insulation on each conductor. The
entire assembly shall have an overall polyvinyl chloride (PVC) jacket and be listed
per UL-1277.
B. Each conductor shall be identified with a dual coding scheme:
1. ICEA Method 1: Solid color with a longitudinal stripe.
2. ICEA Method 4: Printed numbers.
2.04 Twisted, Shielded Parts:
A. Twisted, shielded pair (TSP) cable shall be used for all analog signals. Cable shall be
300 volts and UL-listed as Type PLTG. Cables shall have stranded copper
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Wire and Cable - 600 Volts and Below
16123-2

conductors with PVC insulation, an overall aluminum/polyester tape shield, stranded
tinned copper drain wire, nylon rip cord, and an overall PVC jacket.
2.05 Communications Network Cable:
A. Network cable shall be used to provide hard -wire communications between the
programmable logic controllers at the various control cabinets, and the main
computer. The cable shall be Belden 9463 "Twinax" or equal.
2.06 Thermocouple Extension Cable:
A. Thermocouple extension wire shall be ASA/ISA Type KX, chromel/alumel, 16
gauge, such as Okonite Type 284-20-3401 or equal.
PART 3 - EXECUTION
3.01 New Circuit Runs:
A. All circuits are to be run continuously and without splices where practical. If splices
must be made, they shall be made in boxes or manholes.
1. Make splices, taps, and terminations to carry full ampacity of conductors with no
perceptible temperature rise.
2. Use high compression connectors for splices and taps No. 6 AWG and larger.
Tape un-insulated conductors and connectors with electrical tape to 150 percent
of insulation rating of conductor.
3. Use solderless pressure connectors with insulating covers for splices and taps No.
8 AWG and smaller.
3.02 Connections:
A. The connection of motor branch circuits to motor leads shall be made using Burndy
durium bolts of the proper diameter to match the hole in the spade lug. The bolts
shall have a durium nut and internal shake -proof lockwasher. The bolts shall be
trimmed to proper length so as not to cause unnecessary irregularity in the
connection. The connection shall be completely taped with "Scotchfil" filler to fill
voids and pad irregular shapes. The Contractor shall then use two (2) complete
overall layers of electrical tape half -lapped to seal and protect the mechanical
connection.
B. Connections in control cabinets provided by others are to be made per the
manufacturer's/provider's written diagrams and instructions. Wire numbering and
terminal identification will be made per the manufacturer's documents.
1. All wiring in the control cabinets shall be neatly -formed, grouped, and taped to
present a neat and orderly appearance. All connections in this control cabinets
shall be made with compression lugs. Under no circumstances shall strands be
cut from the conductors to fit the compression lugs.
END OF SECTION 16123
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Wire and Cable - 600 Volts and Below
16123-3

SECTION 16130
OUTLET BOXES, JUNCTION AND PULL BOXES, AND WIREWAYS
PART 1 - GENERAL
1.01 Requirements
A. Boxes shall be provided at locations as specified in Article 300-15 of the National
Fire Protection Association (NFPA) 70.
B. Boxes shall be provided for the mounting and connection of instruments as shown on
the Contract Drawings.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Outlet Boxes and Covers (NEMA 051 and 052)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Boxes, Fittings, and Covers (UL-514A, 51413, and 514C)."
PART 2 - PRODUCTS
2.01 Outlet Boxes
A. Concealed outlet boxes shall be galvanized iron or steel conforming to UL-514A,
either square or octagonal with knockouts and fitted with plaster rings where
necessary to set flush with the finished surface unless otherwise noted. For use in
hollow -core masonry walls, the switch boxes shall be of sufficient depth to permit
conduit to rise in the core with a minimum cutting of block. Finished boxes or plaster
covers shall be flush with finished walls.
B. Unless otherwise indicated, exposed outlet boxes and instrument mounting boxes
shall be of type NEMA 4X, such as Crouse Hinds FS or FD Cast Series, or
manufactured of Type 304 stainless steel.
Case Farms Outlet Boxes, Junction and Pull Boxes, and Wireways
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16130-1

C. Outlet boxes shall be as manufactured by the Steel City Company, Appleton, Raco, or
equal.
2.02 Pull Boxes, Junction Boxes, and Wireways
A. Furnish and install pull boxes, junction boxes, and wireways in the raceway system to
facilitate conductor installation, where necessary and as shown on the Contract
Drawings.
1. In general, conduit runs of more than 200 feet or with more than three (3) right
angle bends shall have a pull box installed at a convenient intermediate location.
2. Unless otherwise indicated, exterior boxes shall be made of Type 304 stainless
steel, and interior boxes and wireways shall be made of galvanized steel. The
metal gauge and physical size of all boxes and wireways shall be as required by
the NFPA-70 for the number and size of conduits and conductors involved.
3. Pull boxes, junction boxes, and wireways in wet locations shall be of
weatherproof type, manufactured by Hoffman or equal.
4. Contractor shall be responsible for providing pull boxes such that the maximum
pulling tension specified by cable manufacturers is not exceeded.
5. All boxes shall have removable screw covers.
B. Wireway systems shall be complete including straight sections, curved sections,
fittings, accessories, and supports for a complete and fully -operational system.
PART 3 - EXECUTION
3.01 Installation
A. Boxes for wall switch outlets shall be mounted as indicated on the Contract Drawings
or as described in "Section 16140 - Wiring Devices" of the Contract Specifications.
1. When located near doors, outlets shall be installed on the strike side of the door.
The Contractor will coordinate the placement of switch boxes with other trades so
that all switch boxes will be on the strike side of every door, unless conditions
dictate otherwise.
2. Surface -switch outlets shall be located in the center of a concrete block with
conduit serving the box running straight and at right angles.
Case Farms Outlet Boxes, Junction and Pull Boxes, and Wireways
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16130-2

3. Boxes for receptacle wall outlets shall be mounted as indicated on the Contract
Drawings or as described in "Section 16140 - Wiring Devices' of the Contract
Specifications. Plaster covers shall be located so that, after installation of wiring
devices, the cover plates will fit flush with wall without the necessity of shimming
the wiring device with the wiring device securely attached to the outlet box.
B. Pull and splice boxes shall be mounted to structures with supporting facilities
independent of the conduits entering or leaving the boxes. When several feeders pass
through a common pull box, they shall be tagged to indicate clearly their electrical
characteristics, circuit number, and panel designation. In no case shall the boxes or
wireways be installed in an inaccessible location.
C. Contractor shall coordinate cover plates of boxes so that the appropriate cover plate
will be used.
END OF SECTION 16130
Case Farms Outlet Boxes, Junction and Pull Boxes, and Wireways
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16130-3

SECTION 16140
WIRING DEVICES
PART 1 - GENERAL
1.01 Description of Work
A. This section includes the furnishing, installation, and connection of wiring devices.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Wiring Devices (NEMA WD-1)."
2. "Dimensional Wiring Devices (NEMA WD-6)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Snap Switches (UL-20)."
2. "Plugs and Receptacles (UL-498)."
PART 2 - PRODUCTS
2.01 Receptacles
A. Standard duplex receptacles shall be listed per UL 498.
1. Receptacle face and back -body shall be constructed of a high impact -resistant
thermoplastic material. The receptacle shall provide a back and side -wired
termination. They shall be two (2)-pole, three (3)-wire with a green equipment
ground screw and an automatic grounding system attached to the strap.
2. All receptacles shall be ivory -colored.
Case Farms Wiring Devices
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16140-1

3. Receptacle manufacturers shall be as follows:
NEMA Configuration
Pass & Seymour
Hubbell
Arrowhart
5 - 15 R
5262-I
5262-I
5262-I
5 - 20 R
5362-I
5362-1
5362-I
2.02 Switches
A. Standard flush tumbler switches shall be listed per UL-20.
1. Switches shall include a green ground screw attached to the mounting strap. The
device shall be rated for 20 amperes, 120/277 volt AC, and have side and back -
wire terminations. Switches shall be single -pole, double -pole, and either three
(3)-way or four (4)-way as indicated on the Contract Drawings.
2. All switches shall be ivory -colored.
3. Where more than one switch is shown at an outlet, switches shall be installed
under a gang plate.
4. Switch manufacturers shall be as follows:
Type
Pass & Seymour
Hubbell
Arrowhart
SPST
20ACI-I
1221-I
1221-I
Three (3)-Way
20AC3-I
1222-I
1222-I
Four (4)-Way
20AC4-I
1224-I
1224-I
B. Switches controlling or disconnecting fractional horsepower motor loads shall be
horsepower -rated and approved for motor control service. Switches shall be Square
D Type F or equal, complete with a properly -rated overload device and pilot lamp, if
indicated.
2.03 Wiring Device Plates
A. Plates for flush -mounted devices shall be standard size and manufactured of Type 302
stainless steel with a brushed finish. Device plates shall be of the one-piece type and
of a suitable shape to cover the devices. The use of sectional device plates will not be
permitted. Blank plates shall be installed on all unused outlets.
2.04 GFCI Receptacles
A. GFCI receptacles shall be Class A UL-rated with a five (5)-milliamperage ground
fault trip level and a 20-ampere feed -through rating. The device shall have side wire
termination.
Case Farms Wiring Devices
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16140-2

1. All GFCI receptacles shall be constructed of a high -impact resistant thermoplastic
material.
2. All GFCI receptacles shall be installed with the ground pin in the up position.
3. GFCI receptacle manufacturers shall be as follows:
NEM4 Configuration
Pass & Seymour
Hubbell
4rrowhart
5 - 15 R
1591 SI
GF5252-I
GF5242-I
5 - 20 R
2091 SI
GF5350-I
GF5342-I
PART 3 - EXECUTION
3.01 Wiring Devices
A. Wiring devices shall be as noted by the symbol schedule on the Contract Drawings.
Unless specifically noted otherwise, the mounting height from finished floor to the
center of the device shall be as follows:
1. Tumbler Switches: 48 inches.
2. Convenience Receptacles: 16 inches in finished spaces and 48 inches in shops
and other unfinished spaces.
B. During construction, all wiring devices and plates shall be taped or covered to prevent
paint from getting in devices.
C. Wall -mounted devices shall be flush -mounted in finished walls and surface -mounted
on unfinished interior walls or on existing masonry walls.
END OF SECTION 16140
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Wiring Devices
16140-3

SECTION 16160
CIRCUIT BREAKERS
PART 1 - GENERAL
1.01 Description of Work
A. This section includes the furnishing, installation, and connection of circuit breakers
into panelboards.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Molded Case Circuit Breakers (NEMA AB-1)."
2. "Enclosures for Industrial Control and Systems (NEMA ICS-6)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Molded Case Circuit Breakers (UL-489)."
PART 2 - PRODUCTS
2.01 Circuit Breakers
A. Branches shall have thermal -magnetic, molded case inverse -time of sized noted
unless otherwise noted on Contract Drawings.
1. Breakers shall be bolt -on type, minimum 10,000 A.I.C. at 240 volts and 14,000
A.I.C. at 480 volts, unless otherwise noted.
2. Breakers shall be one (1)-, two (2)-, or three (3)-pole with an integral crossbar to
assure simultaneous opening of all poles in multi -pole circuit breakers.
3. Breakers shall have an overcenter, trip -free, toggle -type operating mechanism
with quick-make/quick-break action and positive handle indication. Handles shall
have "ON," "OFF," and "TRIPPED" positions.
Case Farms Circuit Breakers
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16160-1

4. Breakers shall conform to NEMA AB-1 and be listed under UL-489.
2.02 Manufacturers
A. Circuit breaker manufacturers shall be Cutler -Hammer (Eaton), Square D Company,
General Electric, Siemens (ITE), or equal.
PART 3 - EXECUTION
3.01 Installation
A. Provide circuit breakers in panelboards as indicated on the Contract Drawings and
according to manufacturer's recommendations.
END OF SECTION 16160
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Circuit Breakers
16160-2

SECTION 16181
FUSES
PART 1 - GENERAL
1.01 Description of Work
A. Fuses shall be provided with the disconnect switches as indicated on the Contract
Drawings. Fuses shall have 200,000-ampere RMS symmetrical interrupting rating,
unless otherwise specified.
1.02 References
A. Underwriters' Laboratories, Inc. (UL):
1. "Class R Fuses (UL-98E)."
2. "High Interrupting Capacity Fuses (UL-198C)."
3. "Class T Fuses (UL-198H)."
PART2-PRODUCTS
2.01 Cartridge Fuses, Current -Limiting Type (Class R)
A. UL-198E, Class RK-1 time delay type. Associated fuse holders shall be Class R
only.
2.02 Cartridge Fuses, Current -Limiting Type (Classes J, L, and CC)
A. UL-198C, Class J for zero to 600 amperes, Class L for 601 to 6,000 amperes, and
Class CC for zero to 30 amperes
2.03 Cartridge Fuses, Current -Limiting Type (Class T)
A. UL-198H, Class T for zero to 1,200 amperes, 300 volts and zero to 800 amperes, 600
volts.
Case Farms Fuses
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16181-1

PART 3 - EXECUTION
3.01 Installation
A. Upon completion of the project, the Contractor shall provide the Owner with spare
fuses as shown below:
1. Ten (10) percent (i.e., a minimum of three (3)) of each type and rating of installed
fuses shall be supplied as spares.
B. Fuses shall not be installed until equipment is ready to be energized, and all fuses
shall be of the same manufacturer. All fuses shall be furnished and installed by the
Contractor except where furnished with equipment by other contractors. However,
all fuses, regardless of their source, shall comply with these Contract Specifications.
The Contractor shall coordinate all fuse ratings for equipment supplied by other
suppliers.
C. A fuse caution label shall be placed in each fused switch or wherever fuses are used.
The caution label shall indicate the type, size, and manufacturer of the replacement
fuse.
END OF SECTION 16181
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Fuses
16181-2

SECTION 16190
ELECTRICAL SUPPORTING DEVICES
PART 1 - GENERAL
1.01 Description of Work
A. All electrical devices provided by the Contractor are to be firmly supported exclusive
of the connecting conduit.
1.02 References
A. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
B. American Society for Testing and Materials (ASTM):
1. "Hot -Dipped Galvanized Steel (ASTM A 386)."
2. "Zinc -Coated Steel (ASTM A 525-G90)."
1.03 Conduit Supports
A. Conduits shall be securely fastened in place on eight (8)-foot maximum intervals,
unless otherwise specified.
1. Hanger supports or fasteners shall be provided at each elbow and at the end of
each straight run terminating at a box or cabinet.
2. Unless otherwise specified, horizontal and vertical conduit runs may be supported
by two (2)-hole malleable straps, beam clamps, or other approved devices which
have suitable bolts and expansion shields for mounting to building structures or
special brackets.
1.04 Equipment Concrete Pads
A. Floor -mounted equipment such as switchboards, motor control centers, and
transformers shall be mounted, level and true, on four (4)-inch thick concrete pads, as
shown on the Contract Drawings. The length and width of each required pad shall be
such that at least six (6) inches around the perimeter of the supported device is
exposed.
Case Farms Electrical Supporting Devices
Irrigation system Expansion
MacConnell & Associates, P.C., Project No.: A65502.00 16190-1

1.05 Vertically -Mounted Equipment
A. Wall -mounted panels, boxes, equipment racks, and other wall -mounted electrical
equipment are to be bolted directly to the wall, if the wall is of sufficient strength to
support the device. If this is not the case, a galvanized steel strut shall be used to span
between structural members, and the units shall be mounted on the strut.
B. Panels mounted on steel structural assemblies shall be mounted on a strut bolted to
the assembly and provided by the Contractor.
C. Switches, panels, and other free-standing vertical equipment shall be mounted on a
framework, constructed of struts and steel angles as required and provided by the
Contractor.
PART 2 - PRODUCTS
2.01 Conduit Supports
A. Hangers and clamps shall be made of durable materials suitable for the application
involved. Hanger assemblies shall be galvanized according to ASTM A 386. The
use of perforated iron for supporting conduits will not be permitted. The required
strength of the supporting equipment, as well as the size and type of anchors shall be
based on the combined weight of conduit, hanger, and cables.
B. Overhead Equipment Supports: Hangers and brackets shall be hung from structural
steel by malleable iron beams or rod clamps and 0.375-inch or larger all -thread
galvanized or sherardized rod. Transformer supports shall be welded construction
and galvanized per ASTM A 386 after fabrication.
C. Equipment Racks:
1. Interior racks shall be constructed of zinc -coated strut according to ASTM A 525-
G90 and painted to match the surrounding surface. Stainless steel mounting
hardware shall be used.
2. Exterior racks shall be constructed of strut, angle iron, or rigid pipe as required
and galvanized per ASTM A 386. Stainless steel mounting hardware shall be
used.
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Electrical Supporting Devices
16190-2

PART 3 - EXECUTION
3.01 Mounting Heights
A. Mount switches, push-button stations, and controllers so that the operating handle is
four (4) feet above the standing surface, or as shown on the Contract Drawings.
3.02 Coordination
A. All equipment attached to the work of others shall be coordinated with the proper
Contractor or trade to assure that no interference occurs.
END OF SECTION 16190
Case Farms
Irrigation system Expansion
MacConnell & Associates, P.C., Project No.: A65502.00
Electrical Supporting Devices
16190-3

SECTION 16450
GROUNDING AND BONDING
PART 1 - GENERAL
1.01 Description of Work
A. All grounding and bonding per NEC latest edition.
4.02 References
A. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
B. Underwriter's Laboratories (UL):
1. "Grounding and Bonding Equipment (UL-467)."
C. American Society for Testing and Materials (ASTM):
1. "Concentric Stranded Copper Conductor (ASTM A-8)."
PART 2 - PRODUCTS
2.01 Grounding Conductor
A. Equipment Ground: Copper with THW or THHN/THWN insulation, green
identifying color, and sized per NFPA-70 (Table 250-94).
B. Surge Protection Ground: Copper with THW or THHN/THWN insulation, green
identifying color, 250 MCM.
C. Building Ground Grid: No. 4/0 soft -drawn, stranded, bare, copper, per ASTM B 8.
2.02 Ground Electrodes and Connectors
A. Electrodes: Copperclad steel, sectional 0.75-inch diameter by 10 feet long, and per
UL-467.
B. Electrode Connections: Thermite weld by Cadweld or equal.
Case Farms Grounding and Bonding
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00 16450-1

C. Water Pipe Connections: 0.2./Gedney "CG" Series connector or equal. Connector
design shall provide pipe clamping device separate from four (4)-lug ground wire
device.
PART 3 - EXECUTION
3.01 Ground Resistance
A. Grounding system ground resistance must not exceed (25) ohms as measured by the
three (3)-point fall of potential method. Final tests readings shall be recorded and
delivered to the Engineer.
B. Services at power company interface points shall comply with the power company
ground resistance requirements.
C. Sectional rods are to be driven to a maximum of three (3) sections. If resistance is not
obtained using three (3) sections, multiple rods must be driven.
END OF SECTION 16450
Case Farms
Irrigation System Expansion
MacConnell & Associates, P.C. Project No.: A65502.00
Grounding and Bonding
16450-2

Case Farms Morganton Hatchery
Irrigation System Expansion
Design Calculations
MacConnell & Associates, P.C.
1101 Nowell, Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Client: Case Farms, LLC
Project: Morganton Facility - Chicken Hatchery
Project No.: A65502.00
Date: August 5, 2019
Spray Irrigation System
8,000 GPD
Wetted Area of
Nozzle
Nozzle Capacity
Wetted Diameter of
Nozzle (square
Manufacturer
Model Number
(gpm)*
Nozzle (feet)*
feet)
Senninger
4023-1 #11 (11/64")
5.67
99
7,698
Zones 1 & 2
Senninger
3023-1 #9 (9/64")
3.78
91
6,504
Zones 3 & 4
Senninger
3123PC #9 (9/64")
3.78
90
6,362
Zones 5 & 6
*Use Design Pressure of 40 psi (Actual pressure is 35 to 45 psi)
45
psi
Instantaneous
Wetted Area (square
Number of
Loading Rate
Flow per day per
Zone
feet)
Senninger Heads
Flow per Zone (gpm)
(inches/hour)
Zone (gallons)
1
39,296
10
62.37
0.15
1,958
2
31,450
10
56.70
0.17
1,567
3
36,116
11
41.58
0.11
1,800
4
46,097
12
45.36
0.09
2,297
5
48,211
11 (9 full, 2 half)
41.58
0.08
1,474
6
70,367
18 (11 full, 7 half)
64.26
0.09
2,151
Annual Loading
Gallons Per
Rate (inches/year)**
Square Foot
29.18
0.0498
29.18
0.0498
29.18
0.0498
29.18
0.0498
17.90
0.0306
17.90
0.0306
Total 72 11,248 GPD

Summary of Zone Operating Conditions
Total Dynamic Head with
Zone
Flow (gpm)
Schedule 40 PVC Forcemain (feet)
1
62.37
180.44
2
56.70
166.16
3
41.58
163.04
4
45.36
205.96
5A + B
41.58
149.71
6A + B
64.26
204.62
Zone
Flow (gpm)
TDH (feet)
1+2
119.07
240.22
3+4
86.94
263.72
5+6
105.84
250.37
Pump Curve Data
Deming Model 3062; 3,500 RPM; 1-1/2 x 1 x 8; 60 hz; Curve No. PC1046
Flow Rate (Q)
TDH (feet)
0
300
10
299
20
298
30
296
40
294
50
292
60
289
70
286
80
281
90
275
100
268
110
260
120
251
130
240
140
228
150
212
160
190

310
290
,j� 270
N
2
V
250
03
c
0
o 230
210
190
0
310
P4,I11
_ 270
41
2
U
250
c
o 230
H
210
Pump Curve vs. System Operating Points
MENEM
MENEM mmi���°e
mmiem�
�miemm
mi'emmm
�INONE MENEM
mmmimmmNONE
�I
mi mm mi
20 40 60 80 100 120 140 160
Flow (Gallons Per Day)
Pump Curve vs. System Curves
190 1 1 1 1 1 1 1 i
0 20 40 60 80 100 120 140 160
Flow (Gallons Per Day)
t Deming
Pump
--m— 5+6
t Deming Pump
t 1+2
�o—5+6

Flow Rate (Q)
TDH 1+2 (feet)
TDH 3+4 (feet)
TDH 5+6 (feet)
0
236
261
246
5
236
261
246
10
236
261
246
15
237
261
247
20
237
262
247
25
237
262
248
30
237
262
249
35
238
263
249
40
238
263
250
45
239
264
252
50
239
265
253
55
240
265
254
60
241
266
256
65
241
267
257
70
242
268
259
75
243
269
261
80
244
270
263
85
245
271
265
90
246
272
267
95
247
273
269
100
248
274
271
105
249
276
274
110
250
277
276
115
251
278
279
120
252
280
281
125
254
281
284
130
255
283
287

Zone 1 Headloss Summary Equivalent Length
Check Valve 19
Assumptions and Design Information: Gate/Ball Valve 1.3
PVC, C Factor = 150 Zone Area = 39,296 square feet Union or Straight Run Tee 2
Sprinkler Head Height = 4 Zone Area = 0.90 acres Reducer 3.5
Pump Off Elevation = 1226.00 Instantaneous Loading Rate = 0.15 inches/hour 45 Degree Elbow 6
Flow per Sprinkler Head (gpm) = 5.67 0.23 in/hr from water summary 90 Degree Elbow 10
Pressure at Sprinkler Head (psi) =
45
Sprinkler Head Model=
Senninger
4023-1 #11 (11/64")
1. Calculations reflect zone segment with greatest headloss (static
or friction).
Elevation of
Number of
Number of
Number of
Minor Losses
Ground Sprinkler
Pipe Length
Number of Number of
Check
Gate/Ball
Number of
Unions &
Equivalent
Number
Segment
Elevation Head
(feet)
Bends (45°) Bends (90°)
Valves
Valves
Reducers
Tee's
Length (feet)
of Heads
Riser
1267.00 1271.00
200
1 1
0
1
1
1
22.8
4
1
165
1 1
0
1
1
1
22.8
4
2
65
1 1
0
1
1
2
24.8
2
3
35
1 1
0
1
1
2
24.8
1
Headloss through Irrigation Zone =
4-inch Sch. 40 PVC Irrigation Main = 940 2 7 0 1 1 0 104.5 11
Static Head =
Required Pressure at Sprinkler Head =
Total Dynamic Head (TDH) _
HI + Hf = 0.2083 * (100/c) ^ 1.85 * (Q^1.85/d^4.87) * (Eq. Length/100) _
TDH = Static + Hi + Hf
Flow (gpm)
22.68
22.68
11.34
5.67
62.37
Head
Pipe Size Loss
(inches) (feet)
1.380 14.71
1.380 12.40
1.380 1.64
1.380 0.30
29.05
4.026 2.44
45.00
103.95
180.44

Zone 2 Headloss Summary
Equivalent Length
Check Valve
19
Assumptions and Design Information:
Gate/Ball Valve
1.3
PVC, C Factor =
150
Zone Area =
31,450
square feet
Union or Straight Run Tee
2
Sprinkler Head Height =
4
Zone Area =
0.72
acres
Reducer
3.5
Pump Off Elevation =
1226.00
Instantaneous Loading Rate =
0.17
inches/hour
45 Degree Elbow
6
Flow per Sprinkler Head (gpm) =
5.67
0.27
in/hr from water summary
90 Degree Elbow
10
Pressure at Sprinkler Head (psi) =
45
Sprinkler Head Model=
Senninger
4023-1 #11 (11/64")
1. Calculations reflect zone segment with greatest headless (static or friction).
Elevation of
Number of
Number of
Minor Losses
Head
Ground Sprinkler
Pipe Length
Number of
Number of
Number of
Gate/Ball
Number of
Unions &
Equivalent
Number Flow
Pipe Size
Loss
Segment Elevation Head
(feet)
Bends (45°)
Bends (90°)
Check Valves
Valves
Reducers
Tee's
Length (feet)
of Heads (gpm)
(inches)
(feet)
Riser 1268.00 1272.00
134
0
1
0
1
1
2
18.8
3 17.01
1.380
5.91
1
110
0
1
0
1
1
2
18.8
3 17.01
1.380
4.99
2
60
0
1
0
1
1
1
16.8
2 11.34
1.380
1.41
3
90
0
1
0
1
0
1
13.3
2 11.34
1.380
1.89
Headless through Irrigation Zone =
14.21
4-inch Sch. 40 PVC Irrigation Main =
940
2
7
0
1
1
0
86.8
10 56.7
4.026
2.01
Static Head =
46.00
Required Pressure at Sprinkler Head =
103.95
Total Dynamic Head (TDH) =
166.16
HI + Hf = 0.2083 * (100/c) ^ 1.85 * (Q^1.85/d^4.87)
* (Eq. Length/100) _
TDH = Static + Hi + Hf

Zone 3 Headloss Summary
Equivalent Length
Check Valve
19
Assumptions and Design Information:
Gate/Ball Valve
1.3
PVC, C Factor =
150 Zone Area =
36,116 square feet
Union or Straight Run Tee
2
Sprinkler Head Height =
4 Zone Area =
0.83 acres
Reducer
3.5
Pump Off Elevation =
1226.00 Instantaneous Loading Rate =
0.11 inches/hour
45 Degree Elbow
6
Flow per Sprinkler Head (gpm) =
3.78
0.27 in/hr from water summary
90 Degree Elbow
10
Pressure at Sprinkler Head (psi) =
45
Sprinkler Head Model=
Senninger 3023-1 #9 (9/64")
1. Calculations reflect zone segment with greatest headloss (static or friction)
Elevation of
Number of
Number of
Number of
Minor Losses
Head
Ground Sprinkler
Pipe Length
Number of
Number of
Check
Gate/Ball
Number of
Unions &
Equivalent
Number
Flow
Pipe Size
Loss
Segment Elevation Head
(feet)
Bends (45°)
Bends (90°)
Valves
Valves
Reducers
Tee's
Length (feet)
of Heads
(gpm)
(inches)
(feet)
Riser 1270.00 1274.00
155
0
1
0
1
1
2
18.8
4
15.12
1.380
5.42
1
145
0
1
0
1
1
2
18.8
3
11.34
1.380
3.00
2
110
0
1
0
1
1
1
16.8
1
3.78
1.380
0.30
3
40
0
1
0
1
1
1
16.8
3
11.34
1.380
1.04
Headloss through Irrigation Zone =
9.76
4-inch Sch. 40 PVC Irrigation Main =
1,113
3
7
0
1
1
0
92.8
11
41.58
4.026
1.33
Static Head =
48.00
Required Pressure at Sprinkler Head =
103.95
Total Dynamic Head (TDH) =
163.04
Hl+Hf= 0.2083 * (100/c) ^ 1.85 * (Q^1.85/dA4.87) * (Eq. Length/100) _
TDH = Static + Hi + Hf

Zone 4 Headloss Summary
Equivalent Length
Check Valve
19
Assumptions and Design Information:
Gate/Ball Valve
1.3
PVC, C Factor =
150
Zone Area =
46,097
square feet
Union or Straight Run Tee
2
Sprinkler Head Height =
4
Zone Area =
1.06
acres
Reducer
3.5
Pump Off Elevation =
1226.00
Instantaneous Loading Rate =
0.09
inches/hour
45 Degree Elbow
6
Flow per Sprinkler Head (gpm) =
3.78
0.20
in/hr from water summary
90 Degree Elbow
10
Pressure at Sprinkler Head (psi) =
45
Sprinkler Head Model=
Senninger
3023-1 #9 (9/64")
1. Calculations reflect zone segment with greatest headloss (static or friction).
Elevation of
Number of
Number of
Number of
Minor Losses
Head
Ground Sprinkler
Pipe Length
Number of Number of
Check
Gate/Ball
Number of
Unions &
Equivalent
Number Flow
Pipe Size
Loss
Segment Elevation Head
(feet)
Bends (45°) Bends (90°)
Valves
Valves
Reducers
Tee's
Length (feet)
of Heads (gpm)
(inches)
(feet)
Riser 1289.00 1293.00
254
0 2
0
1
1
2
28.8
6 22.68
1.380
18.67
1
50
0 1
0
1
1
2
18.8
1 3.78
1.380
0.17
2
265
1 3
0
1
1
2
44.8
5 18.9
1.380
14.60
Headloss through Irrigation Zone =
33.43
4-inch Sch. 40 PVC Irrigation Main =
1,125
3 7
0
1
1
1
94.8
12 45.36
4.026
1.58
Static Head =
67.00
Required Pressure at Sprinkler Head =
103.95
Total Dynamic Head (TDH) =
205.96
HI + Hf= 0.2083 * (100/c) ^ 1.85 * (Q^1.85/d^4.87)
* (Eq. Length/100)
_
TDH = Static + Hi + Hf

Zone 5 Headloss Summary
Equivalent Length
Check Valve
19
Assumptions and Design Information:
Gate/Ball Valve
1.3
PVC, C Factor = 150
Zone Area =
48,211
square feet
Union or Straight Run Tee
2
Sprinkler Head Height = 4
Zone Area =
1.11
acres
Reducer
3.5
Pump Off Elevation = 1226.00
Instantaneous Loading Rate =
0.08
inches/hour
45 Degree Elbow
6
Flow per Sprinkler Head (gpm) = 3.78
0.20
90 Degree Elbow
10
Pressure at Sprinkler Head (psi) = 45
Sprinkler Head Model= Senninger
23PC #9 (9/64")
1. Calculations reflect zone segment with greatest headloss (static or friction).
Elevation of
Number of
Number of
Number of
Minor Losses
Head
Ground Sprinkler
Pipe Length
Number of
Number of
Check
Gate/Ball
Number of
Unions &
Equivalent
Number Flow
Pipe Size
Loss
Segment Elevation Head
(feet)
Bends (45°)
Bends (90°)
Valves
Valves
Reducers
Tee's
Length (feet)
of Heads (gpm)
(inches)
(feet)
Riser 1263.00 1267.00
55
2
1
0
1
1
8
42.8
2 7.56
1.380
0.85
1
60
2
1
0
1
1
4
34.8
3 11.34
1.380
1.74
2
50
1
1
0
1
1
3
26.8
2 7.56
1.380
0.66
3
15
0
1
0
1
1
2
18.8
1 3.78
1.380
0.08
4
45
0
1
0
1
1
1
16.8
1 3.78
1.380
0.15
5
20
0
1
0
1
1
1
16.8
1 3.78
1.380
0.09
6
5
0
1
0
1
1
1
16.8
1 3.78
1.380
0.05
Headloss through Irrigation Zone =
3.48
4-inch Sch. 40 PVC Irrigation Main =
850
2
7
0
1
1
0
86.8
1 3.78
4.026
0.01
3 1/2-inch Sch. 40 PVC Irrigation Main =
560
2
4
0
2
0
6
66.6
11 41.58
3.550
1.27
Static Head =
41.00
Required Pressure at Sprinkler Head =
103.95
Total Dynamic Head (TDH) =
149.71
1111 + Hf= 0.2083 * (100/c) ^ 1.85 * (Q^1.85/d^4.87) * (Eq. Length/100) _
TDH = Static + Hi + Hf

Zone 6 Headloss Summary
Equivalent Length
Check Valve
19
Assumptions and Design Information:
Gate/Ball Valve
1.3
PVC, C Factor =
150
Zone Area =
70,367
square feet
Union or Straight Run Tee
2
Sprinkler Head Height =
4
Zone Area =
1.62
acres
Reducer
3.5
Pump Off Elevation =
1226.00
Instantaneous Loading Rate =
0.09
inches/hour
45 Degree Elbow
6
Flow per Sprinkler Head (gpm) =
3.78
0.20
90 Degree Elbow
10
Pressure at Sprinkler Head (psi) =
45
Sprinkler Head Model=
Senninger
3123PC #9 (9/64")
1. Calculations reflect zone segment with greatest headloss (static or friction).
Elevation of
Number of
Number of
Number of
Minor Losses
Head
Ground Sprinkler
Pipe Length
Number of
Number of
Check
Gate/Ball
Number of
Unions &
Equivalent
Number Flow
Pipe Size
Loss
Segment Elevation Head
(feet)
Bends (45°)
Bends (90°)
Valves
Valves
Reducers
Tee's
Length (feet)
of Heads (gpm)
(inches)
(feet)
Riser 1273.00 1277.00
435
0
1
0
1
1
8
30.8
7 26.46
1.380
40.90
1
184
0
1
0
1
1
4
22.8
3 11.34
1.380
3.79
2
124
0
1
0
1
1
3
20.8
2 7.56
1.380
1.25
3
5
0
1
0
1
1
3
20.8
1 3.78
1.380
0.06
4
5
0
1
0
1
1
3
20.8
1 3.78
1.380
0.06
5
5
0
1
0
1
1
3
20.8
1 3.78
1.380
0.06
6
5
0
1
0
1
1
3
20.8
1 3.78
1.380
0.06
7
5
0
1
0
1
1
3
20.8
1 3.78
1.380
0.06
Headloss through Irrigation Zone =
45.94
4-inch Sch. 40 PVC Irrigation Main =
850
2
7
0
1
1
0
86.8
1 3.78
4.026
0.01
3 1/2-inch Sch. 40 PVC Irrigation Main =
789
1
1
0
2
0
5
28.6
17 64.26
3.550
3.72
Static Head =
51.00
Required Pressure at Sprinkler Head =
103.95
Total Dynamic Head (TDH) =
204.62
HI + Hf = 0.2083 * (100/c) ^ 1.85 * (Q^1.85/d^4.87)
* (Eq. Length/100) _
TDH = Static + Hi + Hf

Case Farms Morganton Hatchery
Irrigation System Expansion
Equipment
_ SEAL. _
17069 '
Macco
MacConnell & Associates, P.C.
1101 Nowell, Road, Suite 118
Raleigh, North Carolina 27607
P.O. Sox 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

20 SERIES COMPACT 20 WEDGEDRIVE 30 SERIES 40 SERIES 50 SERIES PART -CIRCLE 70 SERIES 80 SERIES
30Series
Vlew of 3023-2
spreader nozzle
3012-1 SPRINKLER
BASE PRESSURE -US
#7 Nozzle - Lime (7/64")
Flow (gpm)
Diameter at 1.5 ft ht (ft)
#8 Nozzle - Lavender (1/8")
Flow (gpm)
` Diameter at 1.5 ft ht (ft)
jr #9 Nozzle - Grey (9/64")
Flow (gpm)
Diameter at L5 ft ht (ft)
#10 Nozzle -Turquoise (5/32")
Flow (gpm)
Diameter at 1.5 ft ht (ft)
Senninger's 30 Series impact sprinklers deliver
lower flows than the 40 or 50 series models.
FEATURES
• Wide range of nozzle and vane combinations for excellent
distribution at all pressures
• Built-in hex wrench for easy 1n-the-field
maintenance
• 231 model available with double nozzle
• Two trajectories available.
12° - ideal for under -tree irrigation
23' - maximum throw on overhead systems
• Connection:3W NPT male (female also available)
• Flow rates:1.84 to 6.42 gpm (418 to 1458 L/hr)
• Operating pressures: 30 to 50 psi (2.07 to 3.45 bar)
Two-year warranty on materials, workmanship and performance
Color -coded nozzles for easy size identification.
Warranted to maintain correct orifice size for five years
01000NVENIENT HAND TIGHT NOZZLES!
No tools required with the easy change/easy clean nozzle and
vane combination. Half size and square orifice nozzles also
available.
1.84 1.99 - 2.12 2.25
71 74 77 80
2.42 2.62 2.79 2.97
73 76 79 82
3.08 3.33 3.56 3.78
75 78 81 84
3.82 1 4.13 14.41 14.68
- SPRINKLER BASEra =
3.98
4.93
PRESSURE -METRIC'
#7 Nozzle - Lime (2.78 mm)
2.37 Flow (L/hr)
82
Diameter at 0.46 m ht (m)
#8 Nozzle - Lavender (3.18 mm).i=:.
Flow (L/hr)
3.12
84
Diameter at 0.46 m ht (m)
#9 Nozzle -Grey (3.57 mm)
Flow (L/hr)
$fi
Diameter at 0.46 m ht (m)
#'10 Nozzle -Turquoise (3.97 mm)
Flow (L/hr}
87
Diameter at 0.46 m ht (m)
418 452 482 51i �53$
21.7 22.6 23.5 24.4 25.0
550
595 634 675
709
22.3
23.2 24.1125.0125.6
700
756 809
859 904
22:9 123.$ 24.7
25.6! 26.2
868
938 10021063 1120
23.2
24.1 25.0 25.9 i 26.5
Sprinkler performance may vary with actual field conditions. Stream heights range from rom 2.5 to 4.5 ft (0.8 to
7.4 m) above nozzle based on pressure and nozzle size. Minimum recommended riser height is 1.5 ft (0.46 m).

20 SERIES COMPACT 20 WEDGEDRIVE 30SERIES 40 SERIES SO SERIES PART -CIRCLE 70 SERIES 80 SERIES
Series30
3023-1 SPRINKLER SPRINKLER BASE ;
BASE PRESSURE -US PRESSURE -METRIC
#7 Nozzle - Lime (7/64") #7 Nozzle - Lime (2.78 mm)
Flow (gpm)
1.94
1.99
12.12
12.25
2.371
Flow (L/hr)
1 418
1452
14132
1 511
1 538
Diameter at 1.5 ft ht (ft)
80
82
84
86
87
Diameter at 0.46 m ht (m)
124.4
125,0
125,6
126.21
26.5
Diameter at 6.0 ft ht (ft)
83
84
85
86
88
Diameter at 1.83 m ht (m)
125.3
125.6
125.9
126.2
1 26.8
08 Nozzle - Lavender (1/8")
#8 Nozzle - Lavender (3.18
mm)
Flow (gpm)
2.42
2.62
2.79
2.97
3.12
Flow (L/hr)
550
595
1634
1675
1 709
Diameter at 1.5 ft ht (ft)
83
85
86
87
88
Dia meter at 0.46 m ht (m)
25.3
25.9
126.2126.51
26.8
Diameter at 6.0 ft ht (ft)
86
187
88
189
190
Diameter at 1.83 m ht (m)
26.2
26.5
126.8127.1
1 27.4
#9 Nozzle - Grey (9/64°)
#9 Nozzle - Grey (3.57 mm)
Flow (gpm)
3.0813.331
3.56
3.78
3.98
Flow (L/hr)
1 700
756
1809
1859
1 904
Diameter at 1.5 ft ht (ft)
85
87
88
90
91
Diameter at 0.46 m ht (m)
25.9
26.5
26.8
27.4
F7.7
Diameter at 6.0 ft ht (ft)
87
89
90
91 192
Diameter at 1.83 m ht (m) 1
26.5 1
27.1 127.4
127.7128.0
41110 Nozzle -Turquoise (5/32")
#10 Nozzle -Turquoise (3.97
mm)
Flow (gpm)
3.82
4.13
4.41
4.68
4.93
Flow (L/hr)
868 1
938 11002110631
1120
Diameter at 1.5 ft ht (ft)
87
89
90
91
92
Diameter at 0.46 m ht (m)
26.5 1
27.1 127.4
127.7
2&0
Diameter at 6.0 ft ht (ft)
88 190
92
93
94
Diameter at 1.83 m ht (m)
26.8 1
27.4 128.0
128.3
28,7
3023-2 SPRINKLER I , SPRINKLER BASE
BASE PRESSURE -US II PRESSURE -METRIC r
7x4 i Range name x 04 Spreader
Nozzle
,
5 /x4 #'7 Range Nozzle x #4 Spreader
Nozzle
Flow (gpm)
3.01
3.25
3.48
3.69
3.89
Flow (L/hr)
16M
1738
1790
1838
1 884
Diameter at 1.5 ft ht (ft)
80
1 82
1 84
86
87
Diameter at 0.46 m ht (m)
124.4125,0
125.6
12Z,.2
26.5
Diameter at 6.0 ft ht (ft)
83
1 84
1 85
86
188
Diameter at 1.83 m ht (m)
125.3125.6
125.9
126.2
1 26.8
8x5 #8 Ra nge Nozzle x #5 Spreader
Nozzle
8x5 #8 Range Nozzle x 45
Spreader
Nozzle
Flow (gpm)
3.58
3.86
4.13
14.3814.62
Flow (L/hr)
813
1877
938
995
1049
Diameter at 1,5 ft ht (ft)
83
85
86
87
88
Diameter at 0.46 m ht (m)
25.3
25.9
26.2
26.5
26.8
Diameter at 6.0 ft ht (ft)
86
87
88
89
90
Diameter at 1.83 m ht (m)
26.21266.51
26.8
1 2711
27.4
8x6 #8 Range Nozzle x 46 Spreader
Nozzle
8x6 #8 Range Nozzle x #6 Spreader
Nozzle
Flow (gpm)
3.84
4.14
4.43
4.70
4.95
Flow (L/hr)
872
940
11006
110671
1124
Diameter at 1.5 ft ht (ft)
83
85
86
87
88
Diameter at 0.46 m ht (m)
25.3
25.9
26.2
26.5
26.8
Diameter at 6.0 ft ht (ft)
86
87
88
89
90
Diameter at 1.83 m ht (m)
26.2
26.5
26.8
127.11
27.4
9x5 #9 Range Nozzle x 05 Spreader
Nozzle
9x5 #9 Range Nozzle x NS Spreader
Nozzle
Flow (gpm)
4.16
4.50
4.81
5.10
5.38
Flow (L/hr)
945
11022
11092
11158
1 1222
Diameter at 1.5 ft ht (ft)
85
87
88
90
91
Diameter at 0.46 m ht (m)
25.9
2fi.5
26.8
27.4
27.7
Diameter at 6.0 ft ht (ft)
87
89
90
91
92
Diameter at 1.83 m ht (m)
26.51
27.1
27.4 127.7
1
28.0
9x6 49 Range Nozzle x46 Spreader
Nozzle
9x6 #9 Range Nozzle x #6 Spreader
Nozzle
Flow(gpm)
4.41
4.77
5.10 15.4115.70
Flo.(L/hr) 110021108311158
11229
1
1295
Diameter at 1.5 ft ht (ft)
85
87
88
90
91
Diameter at 0.46 m ht (m) 125.91
26.5
26.8
27.4
27.7
Diameter at 6.0 ft ht (ft)
87
89 190
1
91 192
Diameter at 1.83 m ht (m) 126.5
1
27.1
27.4 1273
1
28.0
1Ox5 #10 Range Nozzle x 95
Spreader
Nozzle
10x5#10 Range Nozzle x #5
Spreader
Nozzle
Flaw(gpm)
4.97
5.37
5.74
6.09
6.42
Flow(L/hr)
1129 1122011304
113a31
1458
Diameter at 1.5 ft ht (ft)
87
89
90
91
92
Diameter at 0.46 m ht (m)
1265.8127.4
26.5
27.1
27.4 127.7
r28,0
Diameter at 6.0 ft ht (ft)
88
90
92
93 1
94 1
Diameter at 7.83 m ht (m)
128,0
128.3
128.7
Sprinkler performance may vary with actual field conditions. Stream heights range from 6.0 to 7.5 ft (1.8 to 2.3
m) above nozzle based on pressure and nozzle size. Minimum recommended riser height is 1.5 ft (0.46 m)
=.1

20 SERIES COMPACT 20 WEDGEDRIVE 30 SERIES 40 SERIES 50 SERIES PART -CIRCLE 70 SERIES 80 SERIES
40Series
.Zones /¢2
Senninger's 40 Series impact sprinklers
deliver mid -range flows in comparison
to the 30 and 50 series models.
his
view of 4023-2
spreader nozzle.
FEATURES
• Wide range of nozzle and vane combinations
for excellent distribution at all pressures
• Built-in hex wrench for easy in -the -field
maintenance
• 230 model available with double nozzle
• Two trajectories available:
12' - ideal for under -tree irrigation
23° - for maximum throw on overhead systems
Connection:3W NPT male
(female also available)
• Flow rates: 3.82 to 12.6 gpm
(868 to 2862 L/hr)
• Operating pressures: 30 to 60 psi
(2.07 to 4.14 bar)
• Two-year warranty on materials, workmanship
and performance
• Color -coded nozzles for easy size identification,
Warranted to maintain correct orifice size for
five years
CONVENIENT HAND TIGHT NOZZLES!
No tools required with the easy change/easy
clean nozzle and vane combination. Half size
and square orifice nozzles also available
4012-1 SPRINKLER 7 f-� SPRINKLER BASE
BASE PRESSURE -US r - PRESSURE -METRIC
#10 Nozzle - Turauoise (5/32") #10 Nozzle -Turauoise (3.97 mm)
Flow(gpm)
3.82
4.13
4.41 4,65 14.9315.17
15,40
Flow(L/hr) 868 938
11002
11063
1120
11174
11226
Diameter at 1.5 ft ht (ft)
1 73 1 77 1 80 83 186 189 191
Diameter at 0.46 m ht (m) 122.3 23.5
124.4 125.3 126.2 127.1127.7
#11 Nozzle - Yellow (11/64")
111 Nozzle -Yellow (4.37 mm)
Flow (gpm)
4.63 5.00 5.34 5.67 .98 16.27 1 6.55
Flow (Uhr) 11052 1136
1121.3 112a8 113581142411488
Diameter at 1.5 ft ht (ft)
1 76 180 1 83 86 84 92 94
Diameter at 0.46 m ht (m)
212
24,4 25.3 126.2 127.1 2&0
28.7
#12 Nozzle - Red (3/16")
#12 Nozzle - Red (4.76 mm)
Flow (gpm)
5.52 5.97 6.37 1 6.76 7.13 7.48 7.81
Flow (L/hr) 11254
11356 1447 1535 1619 11659911774
Diameter at 1.5 ft ht (ft) 1 78
182
1 85
1 88
91
194
196
Diameter at 0.46 m ht (m) 123.8 1 25.0 1 259
J2&8 1273128.7129.3
#13 Nozzle - white (13/64")
#13 Nozzle - White (5.16 mm)
Flow (gpm) 16.50
7.02
7.49
7,95
8.3$
8,80
9.19
Flow (L/hr) 11476 11594 11701
1806 1190311999 2087
Diameter at 1.5 it ht (ft) 180 184
1 87
1 90 193
196 198
Diameter at 0.46 m ht (m) 124.4 1 25.6 12155 1 27.4 28.3 29.3 29.9
#14 Nozzle - Blue (7/32")
914 Nozzle - Blue (5.56 mm)
Flow (gpm) 7.49
8.09
8.63
9.17 9.66
10.1 10.6
Flow (L/hr) 11701 1 1837 11960 12083121941229412408
Diameter at 1.5 ft ht (ft) 182
1
86 1
89 1
93 196 1
99 1101
Diameter at 0.46 m ht (m} 25.0 126.2
1271128.3
1293130.2130A
Sprinkler performance may vary with actual field conditions. Stream heights range from 3.5 to 5.0 ft (1.1 to 1.5 m) above
nozzle based on pressure and nozzle size. Minimum recommended riser height is 1.5 ft (0.46 m).
SerLMrlr ir• I A.14unterIndus tries Compriny

20 SERIES COMPACT 20 WEDGEDRIVE 30 SERIES 40 SERIES 50 SERIES PART -CIRCLE 70 SERIES 80 SERIES
Series 40
4023-1SPRINKLER SPRINKLER BASE .,:
BASE PRESSURE -US PRESSURE -METRIC
waunffil=
#10 Nozzle - Turquoise (5/32") i #10 Nozzle - Turquoise (3.97 mm)
Flow (gpm)
3.82
4.13
4.41
4.68
4.93
5.17
15.401
Flow (L/hr)
868
1938
11002
1106311120
1 1174
11226
Diameter at 1.5 ft ht (ft)
86
89
91
93
95
96
97
Diameter at 0.46 m ht (m)
26.2
127,1127.7
128,3129.01
29.3
29.6
Diameter at 6.0 ft ht (ft)
92
94
96
97
98
99
100
Diameter at 1.83 m ht (m)
28.0128.71
29.3
129.6129.91
30.2
30.5
#11 Nozzle -Yellow (11/60)
#11 Nozzle -Yellow (4.37 mm)
Flow (gpm)
4,6315.00
5.34
5,67
5.98
1 r,.271
6.55
Flow (L/hr)
1052
1136
1213
128$
1358
1424
1 1488
Diameter at 1.5 ft ht (ft)
89
92
94
96
98 1 99
1 100
Diameter at 0.46 m ht (m)l
27.1
128.01
28.7
129.3129.91
30.2
1 30.5
Diameter at 6.0 ft ht (ft)
94
96
98
100
102 1 103
1104
Diameter at 1.83 m ht (m)
1 28.7
129.3
1 29.9
130.513111
314
137.7
#12 Nozzle - Red (3/16")
#12 Nozzle - Red (4.76 mm)
Flow (gpm)
5.52
5.97
6.37
6.76
7.13 17.48
7.81
Flow (L/hr)
1254
11356
11447
1153S
11619
1 1699
1 1774
Diameter at 1.5 It ht (ft) 92
195
197
1 99
1101
102
103
Diameter at 0.46 m ht (m)
28.0
29.0
29.6
30.2
30.8
31.1
31.4
Diameter at 6.0 ft ht (ft) 97
199
11011103
1105
107
108
Diameter at 1.83 m ht (m)
29.6130.21
30.8 31.4132.01
32.6
1 32.9
#13 Nozzle - White (13/64")
#13 Nozzle - White (5.16 mm)
Flow (gpm) 6.50
7.02
7.49
7.95
8.38
8.80
9.19
Flow (L/hr)
1476115941
1701 118061190311999
12087
Diameter at 1.5 ft ht (ft)
94
97
99
101
103
104
105
Diameter at 0.46 m ht (m)
28.7
129.61
30.2 130.8131.4
1
31.7 132.0
Diameter at 6.0 ft ht (ft)
100 1103
1106
1109
1112
1115
1117
Diameter at 1.83 m ht (m)
30.5131.41
32.3 133.2134.11
35.1 135.7
#14 Nozzle - Blue (7/32")
#14 Nozzle - Slue (5.56 mm)
Flow (gpm)
7.49
8.09
9.63
9.17
9.66
10.1
10.6
Flow (L/hr)
1960 2083
2194
2294
2408
Diameter at 1.5 ft ht (ft)
96
99
101
103
105
106
107
Diameter at 0.46 m2Aa
30.8
31.4
32.0
32.3
32.6
Diameter at 6.0 ft ht (ft)
102
i06
110
114
118
122
125
Diameter at 1.83 m
33.5
34.7
36.0
37.2 1
38.1
4023-2 SPRINKLER _ _ _#i SPRINKLER BASE
BASE PRESSURE -US f , Liw, rmPRESSUKh-MLYRIC ,
10x6#10 Range Nozzle x #6 Spreader Nozzle l 10x6 #10 Range Nozzle x #6 Spreader Nozzle
Flow(gpm)
5.25
5.67
6.07
6.43
6.78
7.11
7.43
Flow(L/hr)
1192
1128811379
1146011540
11615
11688
Diameter at 1.5 ft ht (ft)
86
8-9
91
93
95
96
97
Diameter at 0.46 m ht (m)
26.2
27.1
27.7
128.3129.0
129.3129.6
Diameter at 6.0 ft ht (ft)
92
94
96
197
98
99
100
Diameter at 1.83 m ht (m)
2&0
28.7
29.3
129.6129.9
130.2130.5
11x6 911 Range Nozzle x #5
Spreader
Nozzle
11x6 #11 Range Nozzle x #6 Spreader
Nozzle
Flow(gpm)
6.10
6.59
7.05
7.47
7.88
8.26
8.63
Flow(L/hr)
1385
1149711601
1169711790
1187611960
Diameter at 1.5 ft ht (ft)
89
192
1 94
1 96 1 98 199
1100
Diameter at 0.46 m ht (m)
27.1
28.0
128.7
129.3
129,9
30.2 30.5
Diameter at 6.0 ft ht (ft)
94
196
198
1100 1102 1103
1104
Diameter at 1.83 m ht (m)
28.7 29.3
1 29.9
130.51
31.1
31.4 131.7
12x6 #12 Range Nozzle x #6
Spreader
Nozzle
12x6 #12 Range Nozzle x #6
Spreader Nozzle
Flow (gpm)
6.89
7.54
8.07
8.55 9.02 9.4fi
19.88
Flow (L/hr)
1565 11713
11833
11942120491214912244
Diameter at 1.5 ft ht (ft)
92
95
97
1 99
1 101
102
103
Diameter at 0.46 m ht (m)
28.0 129.0129.6
130.2
130.8
131.1
31.4
Diameter at 6.0 ft ht (ft)
97
99
101
1103 1105
1
107
108
Diameter at 1.83 m ht (m)
29,15 130,2
130.8
131.4
132.0
132,6132.9
1134913 Range Nozzle x #6
Spreader
Nozzle
13x6 913 Range Nozzle x #6
Spreader Nozzle
Flow(gpm)
7.93
8.57
9.16
9.72
10.2
10.7
11.2
Flaw (L/hr)
18011946
12080122081
2317
2430
2544
Diameter at 1.5 ft ht (ft)
94
1 97
199
1101
103
104
105
Diameter at 0.46 m ht (m)
28.7
29.6
30.2
30.8
31.4
31.7
32.0
Diameter at 6.0 ft ht (ft)
100
1103
1106
1109
112
115
117
Diameter at 1.83 m ht (m) 130.5
131.4
132.3
1
33.2
34.1
35.1
35.7
144 #14 Range Nozzle x #6
Spreader
Nozzle
14x6 #14 Range Nozzle x #6
Spreader
Nozzle
Flow (gpm)
8.90
9.62
10.3 110.9
1
11.5 112.1
112.6
Flaw (L/hr) 12021
2185 12339
1247612612
1274812862
Diameter at 1.5 ft ht (ft)
96
99 1101
103 1 105 11065
107
Diameter at 0.46 m ht (m)
29.3 30.2
30.8
31.4
32.0
32.3
32.6
Diameter at 6.0 ft ht (ft)
102
106 1110
1114
1 118 1122
1125
Diameter at 1.83 m ht (m)
31.1 132.3
33.5 134.7
136.0
137.2
138.1
Sprinkler performance may vary with actual field conditions. Stream heights range from 6.5 to 10.0 ft (2.0 to 3.7 m) above nozzle
based on pressure and nozzle size. Minimum recommended riser height is 1.5 ft (0.46 m)

20 SERIES COMPACT 20 wEDGEDRIVE 30 SERIES 40 SERIES SO SERIES PART -CIRCLE 70 SERIES 80 SERIES
Part -Circle
Senninger's Part -Circle impact sprinklers allow adjustments to match
the desired area of coverage. They are used in agriculture, nurseries,
effluent solution disposal, dust suppression and industrial applications.
r1
Part -Circle impact
sprinklers can be
adjusted to match it
the desired area of
coverage.
FEATURES
• Distributes water in a 60'to 360' adjustable
pattern in 5' increments, no tools needed
• Easily convertible to full -circle operation
• Covered reversing mechanism
• 23' nozzle trajectory for maximum radius of throw
• Wide range of nozzle and vane combinations for
excellent distribution at all pressures
• Connection: U" NPT male
• Flow range. 2.42 to 16.1 gpm (550 to 3657 L/hr)
Operating pressures: 30 to 55 psi (2.07 to 3.79 bar)
• Two-year warranty on materials and workmanship
• Color -coded nozzles for easy size identification are
warranted to maintain correct orifice size forfive
years
3123PC SPRINKLER
BASE PRESSURE -US
08 Nozzle - Lavender (1/8")
Flow (gpm)
2.42 2.62 2.79 2.97 3.12 3.21
Radius at 1.5 ft ht (ft)
38 39 40 41
42 42
{ Radius at 3.0 ft ht (ft)
40 41 42 42 1
43 43
Zones#9 Nozzle - Grey (9/64")
Flow (gpm)
3.08 3.33 1.3.56 3.78
.98 4.18
Radius at 1.5 it ht (ft)
40 1 41 42
44
Radius at 3.0 ft ht (ft)
41 43 44 T4445
45
#10 Nozzle - Turquoise (5/32")
Flow (gpm) 13.82
14.13 14,41 I4.68
4.93 5.17
Radius at 1.5 ft ht (ft)
41 43 44 45 1
45 46
Radius at 3.0 ft ht (ftl
41 1 44 45 46 1
46 47
CONVENIENT HAND TIGHT NOZZLES!
No tools required with the easy change/easy
clean nozzle and vane combination. Half size
and square orifice nozzles also available.
SPRINKLER BASE
PRESSURE -METRIC
#8 Nozzle - Lavender (3.18 mm)
Flow (L/hr)
15501595
1634
1675
1709
1745
Radius at 0.46 m ht (m)
1 12
12
12
1 12
1 13
13
Radius at 0.91 m ht (m)
1 12
12
13
1 13
1 13
13
#9 Nozzle - Grey (3.57 mm)
Flow (L/hr)
7001756
1809
1959
19041949
Radius at 0.46 m ht (m)
12
12
13
13
13
13
Radius at 0.91 m ht (m)
12
13
13
1 13
1 14 1
14
#10 Nozzle -Turquoise (3,97
mm)
Flow (L/hr)
1868 1938
110021106311120
11174
Radius at 0.46 in ht (m)
1 12
13 1
13 1
14
14
14
Radius at 0.91 m ht (m)
1 12
13 1
14 1
14
14
14
Sprinkler performance may vary with actual field conditions. Stream heights range from 6.0 to 10.0 ft (1.8 to 3.1 m)
above nozzle based on pressure and nozzle size. Minimum recommended riser height is 7.5 ft (0.46 m).
nghtfl W AHull fer+ndr45fr�e5Compony

20 Series Compact 20 WedgeDrive 30 Series 40 Series 50 Series PART -CIRCLE 70 Series 80 Series
Part -Circle
4123PC SPRINKLER SPRINKLER BASE
BASE PRESSURE -US PRESSURE -METRIC twonam
#10 Nozzle -Turquoise (5/32") #10 Nozzle -Turquoise (3.97 mm)
Flow (gpm)
3.82
4.13
4,41
4.68
4.93
5.17
I Flow (L/hr)
868
1 938
11002
1 1063
112D
11174
Radius at 1.5 ft ht (ft)
41
43
44
45
45
46
Radius at 0.46 m ht (m)
12
13
13
14
14
14
Radius at 3.0 ft ht (ft)
41
44
45
146
46
47
Radius at 0.91 m ht (m)
112
13
14
14
14
14
#11 Nozzle - Yellow (11/64")
#11 Nozzle -Yellow (4.37 mm)
Flow(gpm)
4.63
5.00
5.34
5.67
5.98
6,27
Flow(L/hr)
1052
1136
11213
112881135811424
Radius at 1.5 ft ht (ft)
44
4546
47
48
48
Radius at 0.46 m ht (m)
13
14
14
14
14
15
Radius at 3.0 ft ht (ft)
45
45
47
48
49
49
Radius at 0.91 m ht (m)
14
14
14
1 15
1 15
15
#12 Nozzle - Red (3/16")
#12 Nozzle - Red (4.76 mm)
Flow (gpm)
5,52
5.97
6.37
6.76
7.13
7.48
Flow (L/hr)
1125411356114471153S
11619 11699
Radius at 1.5 ft ht (ft)
45
46
48
49
50
51
Radius at 0.46 m ht (m)
14
14 14
15
15
15
Radius at 3.0 ft ht (ft)
46
47 149
150
1
51
51
Radius at 0.91 m ht (m)
14
14 15
15
15
16
#13 Nozzle - White (13/64")
#13 Nozzle - White (5.16 mm)
Flow (gpm)
6.5D
7.02
7.49
7.95
8.38
8.80
Flow (L/hr)
1476
1594 1701
180fi
1903 11999
Radius at 1.5 ft ht (ft)
45 47 48 50
51
51
Radius at 0.46 m ht (m)
14
14
15
15
15 16
Radius at 3.0 ft ht (ft)
46 48 49 50
51
52
Radius at 0.91 m ht (m)
14
14
15
15
16 16
5123PCSPRINKLER ire, SPRINKLER BASE
BASE PRESSURE -US PRESSURE -METRIC r
#13 Nozzle - White (13/64") #13 Nozzle - White (5.16 mm)
Flow(gpm)
6.50
7.02
7.49
7.95
8.35
8.80
Flow(L/hr)
1476
1594
1701
1806
1903
1999
Radius at 1.5 it ht (ft)
45
47
148
1 50
51
51
Radius at 0.46 m ht (m)
14
14
15
15
15
16
Radius at 3.0 ft ht (ft)
46
48
49
50
51
52
Radius at 0.91 m ht (m)
14
14
15
15
16
1 16
#14 Nozzle - Blue (7/32")
#14 Nozzle - Blue (556 mm)
Flow (gpm)
17.49
8.09
8.63
9.17
1 9.66
10.10
Flow (L/hr)
1170111837
11960120831219412294
Radius at 1.5 ft ht (ft)
46
1 47
149
50
51
52
Radius at 0.46 m ht (m)
1 14
14
15
15
16
16
Radius at 3.0 ft ht (ft)
47
1 49
1 51
52
53
54
Radius at 0.91 m ht (m)
114
15
16
16
16
16
#15 Nozzle - Dark Brown (15/64")
#15 Nozzle - Dark Brown (5.95
mm)
Flow (gpm)
8.51
9.19
9.81
10.4
11.0
1 11.5
Flow (L/hr)
193312087
2228
2362
2498
2612
Radius at 1.5 ft ht (ft)
46
48
50
51
52
53
Radius at 0.46 m ht (m)
14
15 15
16
16
16
Radius at 3.0 ft ht (ft)
48
50
52
53
54
156
Radius at 0.91 m ht (m)
15
15 16
16
1 16
1 17
#16 Nozzle - Orange (1/4")
016 Nozzle - Orange (635 mm)
Flow(gpm)
9.63110.4
11.1
11.8
112A
13.0
Flow(L/hr)
121871236212521126801281612953
Radius at 1.5 ft ht (ft)
47
50
51
53
54
55
Radius at 0.46 m ht (m)
14
15
16
16
16
17
Radius at 3.0 ft ht (ft)
48
51
53
55
56
57
Radius at 0.91 m ht (m)
15
16
16
17
17 1
17
917 Nozzle - Dark Green (17/64")
#17 Nozzle - Dark Green (6.75
mm)
Flow (gpm)
10.7
11.6
12.3 f
13.1
13.8 1
14.5
Flow (L/hr)
2430
2635
279412975
3134 13293
Radius at 1.5 ft ht (ft)
47
50
52
54
55
56
Radius at 0.46 m ht (m)
14
15
16
16
17
17
Radius at 3.0 ft ht (ft)
49 51 154 56
57
58
Radius at 0.91 m ht (m)
15
16
16 1
17 1
17 1
18
#18 Nozzle - Purple (9/32")
#18 Nozzle - Purple (7.14 mm)
Flow (gpm)
11.9 112.9 113.7 114.6 115.41
16.1
Flow (L/hr) 127031293013112
1331613498h657
Radius at 1.5 ft ht (ft)
47 50 153 55
56
57
Radius at 0.46 m ht (m) 14
15
16
17
17
17
Radius at 3.0 it ht (ft)
49 52 54 56 1
58
59
Radius at 0.91 m ht (m) 15 1
16
16
17 1
18
18
Sprinklerperformance may vary with actual held conditions. Stream heights range from 6.0 to 70.0 ft (7.8 to 3.1 m)
above nozzle based on pressure and nozzle size. Minimum recommended riser height is 7.5 ft (0.46 m).

PRLG PRL PSR PMR-MF PR-HF PRU PRXF PRLV & PRXF-LV
✓♦ •
INSTALLATION
GUIDELINES
• Never allow
solvent or cement
to drip into
regulator.
• Make sure the
flow arrows on
the regulator
match the direction
of the system flow.
• Installation of a
union is
recommended
for easy removal of
PRXF.
FEATURES
• Senninger regulators maintain a constant
preset outlet pressure with varying inlet
pressures, which alleviates pressure
differences that can cause an applicator's area
of coverage to change.
• 100% water tested for accuracy at Senninger's
facilities
The PRXF (Extended Flow) is designed
to handle flows up to 20 to 100 gpm
(4543 to 22713 L/hr). It's ideal for
installations requiring accurate zone
pressure regulation.
• Very low hysteresis and friction losses
Two-year warranty on materials, workmanship and performance
PRXF
DESIGN
CRITERIA
PRXF10
10 psi (0.69 bar)rps!
bar)
_
20 - 80 4543 -18170
3" F slip
_
3" F slip
PRXF15
15 psi (1.03 bar)bar)
20 - 85
4543 -19306
3" F slip
3" F slip
PRXF20
20 psi (7.38 bar)
bar)
20 - 90
4543 - 20441
3" F slip
3" F slip
PRXF25
25 psi 0.72bar)
bar)
20-95
4543-21577
3" F slip
3" F slip
PRXF30
30 psi (2,07 bar)
pbar)
20 -100
4543-22713
3" F slip
3" F slip
PRXF35
35 psi (2.41 bar)
115 psi (7.93 bar)
20 -100
4543-22713
3" F sllp
3" F slip
RXF40
40 psi (2.76 bar)
120 psi (8,27 bar)
20 -100
4543 22713 1
3" F slip 1
3" F slip
PRXF50
50 psi (3.45 bar)
130 psi (8.96 bar)
20 -100
4543 22713
3" F slip
3" F slip
PRXF60
60 psi (4.14 bar)
140 psi (9.65 bar)
20 -100
4543-22713 1
3" Fs 1p
3" F slip
The pressure regulator shall maintain the predetermined operating pressure provided that the
inlet pressure is at least 5 psi (0.34 bar) above the expected outlet pressure, but not exceeding the
maximum inlet pressure as shown above.
CAUTION: Always install downstream from all shut-off valves.

RISER ADAPTER DROP ADAPTER DRAIN STOP PLUS FITTINGS
QUICK CONNECT COUPLING
Riser Adapter Assemblies
Senninger Riser Adapter Assemblies make
irrigating easier in hard to reach places
and is ideal for temporary and portable
systems. They are connected to the laterals
allowing the sprinklers on each to be
repositioned as needed.
FEATURES
► No gluing or fusing required
► Suitable for sprinkler or spray nozzles
with a'h" NPT male base connection
► Components available for 0.345" and 0.270" PE tubing
► Riser adapter suitable for the 14" or 26" Riser Stakes as
well as'h" PVC, 3/4" PVC, or 5AG" steel rod
RSASM2TC3QCA RSASM23C3
RSASM24C3QCA2T:RSASM24C3QCA3T RSASM24C3 RSASM24C4
RSAD2T
RSAD270
RSAD345
RSAD345
RSAD345
RSAD345
(QUICKCONNECT)
''A"Fx0.270"
1,6 Fx0.345"
L4"Fx0.345"
lh"Fx0.345"
'h"Fx0.345"
''A'Fx#2Tap er
Tubing
Tubing
Tubing
Tubing
Tubing
JR1
JR1
JR1
JR,
In]
T
0.270
.vo°
Super
Barb x #2 Toper
TU1S73
TUIST3
TU15ST3
TUISST3
Tu15sn
TUISST4
3 ft (0.9 m)
3 ft (0.9 m)
3 ft (0.9 m)
3 ft (0.9 m)
3 ft (0.9 m)
4 ft (1.2 m)
0.270" 1. D.
0.270" 1. D.
0.345" l.D.
0.345" I.D.
0.345" 1.D.
0.345" l.D.
FTAIB2T
0.270"
FTA1131B
0.270"
FTA15B2T
0.345"
�' r
FTAi5B3T
0.345"
FTAISBISB
0.345"
FTAISBIS
0.345"
Super
Super Sorb
Super Barb
Super Barb
p
Super Barb
Super Barb
Barb
x Nose Barb
x #2 Taper*
x #3 Taper-
x Nose Barb
x Nose Barb
x#2Taper*
lnsertAdapter
lnsertAdapter
lnsertAdopter
FTH52T MV
FT14S2T
FT14S3T
Winged
Winged
Winged
Hose Barb Bushing
Hose Barb
Hose Barb
#2 Toper
Bushing #2 Toper
Bushing #3 Toper
Friction loss through the entire assembly. - including 3 ft (0.9 m) of 0.270'ID PE tubing - is 6.3 psi at 2.0 gpm (0.43 bar at
454 L/hr) - including 3 ft (0.9 m) of 0.345" 1D PE tubing - is I, 7 psi of 2.0 gpm (0.117 bar of 454 L/hr).
Contact technical support for friction loss on flows greater than 2 gpm (454 Uhr) or tubing lengths greater than 3 ft (0.9 m).
i
# TAF.ER
#3 TAPER
FT4HSC2T
Barb Bushing
FTIM2T
Winged Ya"
FTPLUG2T 'a
FTPLUG3T
1P
Cl
Clamp for I" Hose
M NPT Threaded
#2 Taper'
#3 Taper*
Taper'
Bushing#2
(Red)
(Maroon)
Taper*
GREEN PUNCH RED PUNCH I
TUPTAP41 TUPTAPSI -
for use w/ for use FTASB,
FTNS2T
FTAIBIB 2T F, FTHS3T,
FTIM2T, FT4HSC2T
RSST26
R4§M4
Riser Stake
Riser Stake
26"
14"
Connection for
Connection
RiserAdopter
for Riser
or barbed
Adapter
base micro
orbarbed
sprinkler
base micro -
into
sprinkler
tubing
into tubing
(0.25",
(0.25",
0.270",
0.270",
or Smm)
or &mm)
i
E
eal rUnget' ; A Hm-31er IndoEtries s``oniparp-v -

RISER ADAPTER DROP ADAPTER DRAIN STOP PLUS FITTINGS QUICK CONNECT COUPLING
Assemblies Drop Adapter
Continued on pg. 27
The Senninger Drop Assembly is simple, fast and economical to
install. It is available as an assembly or individual components.
DRUA1B23S12
DRA5M1/23S235i7
DRLA1B2F12
F DRADASM1B2F24
DRADASM123S2F?4
FTAIBIB &
0.270" Super
FTAI-B 3S
0.270"Super Barb
FTAIBIB
0.270"Super
FTA1B235
0.270"Super Barb
Barb xHose Borb
xh"F/3WMSlip
Barb xHose Barb
x'h"F/U"MSlip
TU1ST1
TUISTI
TUIST7
TU1ST1
0.270"1.D
0.270"LD
0,270"I.D
0.270"I.D
12"Length
12"Length
12"Length
12"Length
FTAIB23S
0.270"Barb
FTAIB23S
0.270"Barb
FTAIB23S s .
0.270"Barb s
FTA7823S
! '
FTA11323S
--i4
xJ4"F51i
5+
XM"FS1i
x'h"FSli
0.270"Barb
xYi"FSli
0.270"Barb
xY"F51i /
�"MSlip „ter
-M MSlip
/W"MSlip �
_M"MSlip
-M"MSlip
RSRP10
RSRP10
RSRP10
Yz" PVC
Yx" PVC
All PVC
70"Length
10"Length
10' Length
SM0435005
3�Z"FSlipx H3�r"FSRpx
SM0435005
SM0435005
M"FSlipx
WFNPT
3g"FNPT
JVFNPT
� - � • � + Y JW'N �iz71r ll ZSN I -it
'I]RUA15B23S12.DRASM1523`._'23DRASM152MDRLA1582F121DRADASM15B2F24 DRADASM1523`.'F_` I,DRADASM152M'�
FTA15B15B�
0.345"
FTA158235
0-34 Super
FTAISB2M
0.345"
0.345"
FTAI5B75B&18orbxJ1`FShP#
FTA15B23S
0.345 Super
FTA75B2M
0.345"
Super Barb
Barb x 1F1" FSli.
Super Barb
Super Barb
Super Barb
x Hose Sorb
/-M M Slip
x 34"M NPT
x Nose Barb
I /#"M Slop
x iZ"M NPT
TU15ST1
TUISS77
TU15571
TU15ST1
TUI5ST1
TU755TI
0.345"1-D
0345"l.D
0-345'LD
0.345"1.D
10.345'I.D
0-345'LD
112"Length
12" Length
12' Length
12" Length
12" Length.
72"Length
I15B235
0 345
FTAI5B23S
0 345
FTA15B235
0.345
FTA15B23S
r .: 5
FTA15B23S
FTAISB23S 110345
0 345 , 0 34S
FTA15B235
+ 0.345
Super Barb
Super Barb x I
Super Barb x
Super Barb x f Super Barb x
Super Borb x
JVF/
W"F/
4"F/ I
dlurr; 1
Yz"F/ : b-F/
3/'F/
wmslip
wMSlip
4d"MSlip
x36"F/
*"MS6p ;-%"MSlip
M.MSIIp
74" M Slip
i
R5RP10
1
RSRP70
RSRP10
RSRP10
PVC
I
Yi" PVC
w PVC
W PVC
10"
10"
10"
10"
Ivs"
Length
Length
i Length
Length
SM0435005 SM0435005 SM0435005
r i 35" FSihlip ' FS1ip 3g" FSlrp
Bix34"FNPT �WVFNPT
SM0435005
I /Z" F Slop
H
F �IxM'FNPT
I NP
Onsider friction loss through the tubing and components when designing for optimum performance.

RISER ADAPTER DROP ADAPTER DRAIN STOP PLUS FITTINGS QUICK CONNECT COUPLING
INVERTED MICRO -SPRINKLERS
Drop Adapter Assemblies Cont.
MISIDA24NDVL- MISIDA24NDVH-
ASSEMBLY :J ASSEMBLY
INVERTED INVERTED FOGGERS ExLUD1NG ,j EXI.UDING
MISTERS e ! e APPLICATOR APPLICATOR
! } MR250D8 MR250DB MR25ODB MR25ODB MR25ODB MR25oD8
MR25ODB X" Double 1E" Double #" Double I J6" Double � X" Double 16" Double
14"Double Barb Connector Barb Connector Barb ConnectoBarb Connector Barb Barb
Barb I Connector Connector
ruv2so ruv250 ruvzso Tuv25o
Connector T 2{t. (0.film) 2ft (0.61 m) 2ft. (0.67m) 2ft. (0.61 m) I rUV250" TUV250*
TUV250
0.25" Tubing 0.25" Tubing 0.25" Tubing 0.25" Tubing 2ft. (0.61 m) 2ft. (0.67 m)
2ft. F (black) (black) (block) (black) (block) Tubing
(b! ck)ubing
(o.61 m)
0.25"
Tubing
(block)
MRWGTIOZ MRWGTIOZ MRWGTIOZ MRWG77OZ MRWGTIOZ MRWGTIOZ
PESIip-Over PESIip-Over PESlip-Over PESlip-Over PESlip-Over PESfip-Over
MR WGTIO2 Weight (I oz) Weight (1 oz) Weight (1 cz) Weight (1 oz) Weight (I oz) Weight (1 oz)
PE Slip -
Over
Weight r
0 oz) ►
FOG25ONXB FOG25ONXB FOGW250BRB •24"length.. FOG25ONXB FOG25ONXB
R"Nipple M-Nipple Foggerif"Barb (otherlengths M"Nipple !f"Nipple
ut; x M" Borb x.V" Barb (included) available) x 1f" Barb x M" Barb
24"length Connector Connector Connector Connector
(other lengths FOG4CROSS FOGW375BSW -AMW barb models
available) 4- Way Cross Fa a m (sold separately). MISINDVH
y gger�"85W MISINDVL Non -Drip
M" Barb Adapter (included)k Non -Drip
Contact customer Valve
models sold Valve
( service for part (high pressure
separately) (low pressure)
A y) numbers and 0.25" F x M
FOGW375BSW 0.25" Fx M
Fogger3/8"BSW pricing. Press-Fitopens Press -Fit
o
(4 included) at 14.5psi (1 bar) pens of 21.7 psi
(15 bar)
�.. rh
'24" length. (other lengths available).
Contoct customer service for part
numbers and pricing.
fib" BSW models #2, 3 or 4 nozzles
(sold separately)
gain Stop Plus
Senninger's Drain Stop Plus helps
prevent drainage from overhead
irrigation applicators. This keeps
supply lines full allowing for faster
start-ups and protects plants below.
3-IN-7-Function
Check Check
open
Closed
FEATURES
• Unique 3-mode design - open, check, and closed
• Easy clean feature - device and applicator remain in place and a
simple twist releases bonnet for debris removal
• Connection: 36" NPT male inlet xYz" NPT female outlet
• Can be used directly with anyW' NPT male base applicator
• Low friction loss - less than 4.25 psi total loss through device at
5 gpm (0.29 bar at 1136 L/hr)
• Minimum opening pressure: 22 psi (1.52 bar),
Minimum closing pressure: 6.5 psi (0.45 bar)
• Maximum operating pressure: 50 psi (3.45 bar)
• Flow: 0.25 to 5 gpm (57 to 1136 L/hr)
• Two-year warranty on materials, workmanship and performance
27 eniingar' I A Hurter Wdustries Company

RiSER ADAPTER DROP ADAPTER DRAIN STOP PLUS FITTINGS QUICK CONNECT COUPLING
Senninger fittings and couplings help
facilitate irrigation installations.
INSTALLATION RECOMMENDATIONS
Apply glue to the outside of the pipe before
inserting upper or lower housings. Once glue is
dry, connect housings together by inserting the
button on the lower housing into the tabbed area
of the upper housing. Twist to lock.
-PipeJ�
ice, Pipe
Pipe ♦ e Imo, Pipe
-- -
Pipe Pipe
0
DESIGN CRITERIA
Fittings & Couplings
FEATURES
• Over 20 different models (See Senninger's Price List)
• Threaded, slip and quick -connect
configurations available
• Constructed using engineering
grade thermoplastic
Quick Connect Coupling
Senninger's Quick -Connect couplings help
reduce material costs for irrigation systems. By
connecting small diameter pipes, laterals become
easier to transport. This is ideal for high rotation
crops and field work.
FEATURES:
• Lightweight for easy portability
• Virtually leak -proof connection 1
• Four Models: 7-inch, I N-inch,
32 mm and 40 mm
• Constructed out of UV resistant
thermoplastics Tin I-M in'
32 mm 40 mm
FIE]
1 inch
100 psi (7.0 bar)
I QCPLASM4
1-1/4 inch
100 psi (7.0 bar)
QCPLASM5
32 mm
100 psi (7.0 bar)
I QCPLASM32MM
40 mm
100 psi (7.0 bar)
i QCPLASM40MM
Also available as separate components (See Senninger's Price
List)
Senninger's Quick Connect Couplings make it easy to
disassemble the system in manageable sections.

AIR VENTS 1 VACUUM RELIEF VALVES
0 0 0
Air Vents / Vacuum Relief Selection:
This heading can be confusing, but is used to differentiate between allowing air to escape
fro m a pipeline, to allowing air to enter in to a pipeline.
As such, sometimes these valves are termed Air Relief Valves/Vents and Vacuum ReRf
Valves/Vents.
• Air Belief allows air to escape from the pipe line. With failure to provide air relief, the buildup
of air pockets in a pipeline can cause such a restriction of the flow -path that flow is severely
impacted and even stopped.
Vacuum Belief allows air to enter the pipeline during valve closure or system shutdown. This
minimizes the collapse of mainline and submain pipes due to vacuum, it reduces soil from
siphoning back up into the drip emitters, and water hammer caused by a sudden reversal of flows
which can occur if a negative pressure (vacuum) exists downstream of a valve that was just closed.
Inclusion of air and vacuum relief valves in systems is not only crucial but placement is critical. As a
rule of thumb air relief should be supplied at all high points on apipe line, at all gradient changes on a
pipeline, in front of any valve on a spur from said pipeline or at the end, if the pipeline ends with a
valve. In addition, if there is no high point or gradient change for long distances vents need to be
installed every 500 ft on said pipe line.
Geoflow offers standard kinetic air release/vacuum relief valves and continuous acting air relief valves.
Standard IGineticAir Vent / Vacuum Relief Valves close once the line is under pressure. These are
usually used in the drip zone at the high points, downstream of the zone valve. They will
automatically exhaust large volumes of air from the system when it is being filled and also allow air to
re-enter the pipe line when being emptied. When the system is filled, the fluid lifts the float until it
closes the orifice. The orifice will remain closed until the system is emptied. Air may enter the valve
and displace the fluid while the system is in operation, however, internal pressure will continue to
hold the valve closed. The valve will not re -open until the system pressure drops to near atmospheric
pressure and the float is no longer buoyed. Geoflow part numbers APVBK100M, APVBKI OOL,
APVBKI.
• Continuous Acting Air Vent / Vacuum Relief Valves allow air which remains in the pipeline, or which
enters the pipeline after startup, to escape. These are usually found upstream of zone valves or
subzone valves. They automatically expel small amounts of air which collect at system high points
once the system is filled up to pressure and fluid is flowing. At shut down they will allow air to enter
the pipelines. Geoflow part numbers ARV100, ARV200.
With larger systems it is important to remember that the column of water moving in a big diameter
pipe is like a ship or train moving vs. the column of water in a small diameter that can be more readily
equated to that of a car moving. It takes a lot of energy to change direction or stop either the train or
ship based on their sheer weight and momentum. Adequate placement of air vacuum relief will go a
long way to avoid problems, but slow opening and closing valves carry equal weight in the avoidance
of problems.
GE O F LO W PmdudShesf3/AWenfs15A23
www.geoflow.com
800-828-3388

AIR VENTS 1 VACUUM RELIEF VALVES
Standard Kinetic Air/Vacuum Relief Valve -
Elbow
Description
Air release occurs when air escape the system at startup and
vacuum relief allows air to enter during shutdown. The
air vent vacuum breakers are installed at the highest points
in the drip field to keep soil from being sucked into the
emitters due to back siphoning and back pressure. This
is an absolute necessity with underground drip systems.
They are also used for proper drainage of the supply and
return manifolds. Use one on the high point of the supply
manifold and one on the high port of the return manifold
and any high points of the system.
Features
Geoflow's kinetic air vacuum breakers have a twist
off cap that is easy to take apart for cleaning The large
clear passageway allows lots of air to flow in and out easily.
The elbow cap design is ideal for directing wastewater
spray, directing spray downward. With the bail removed,
these airvents can easily be used as a flush port. These can be used in
freezing climates to capture warmer air that can be found below
ground, in a sump during vacuum.
Specification
The Air Vacuum Breaker shall provide instant vacuum relief and air
relief. Both the body and the ball shall be made of molded
plastic. The ball shall be removable for easy cleaning. The
air vacuum breaker shall be partnumber APVBK75L or
APVBK100L as supplied by Geoflow, Inc.
Air and Vacuum Flow Rate
(psi) 314" 1" (bar))
(m'lmin) -800
400 0 400 800 1200
Flow Rate
GEOFL^w
www.geoflow.com
800-828-3388
Scmen
T" nn
Cap
Ball
seat
APVBK100L
Part No.
APVBK75L
Inlet
3/4"
Max Pressure
80 si 185 ft.
Max Temp
1400 F
Height
5"
Weight
102,
r%rvan-ivvL- - rIumoea ror rreezmg
ProdudSheeWAirventr1 W3

AIR VENTS 1 VACUUM RELIEF VALVES
Standard Kinetic Air/Vacuum Relief Valve -
Mushroom Top
Description
Air release occurs when air escape the system at startup and
vacuum relief allows air to enter during shutdown. The
at vent vacuum breakers are installed at the highest points
in the drip field to keep soil from being sucked into the
emitters due to back siphoning and back pressure. This
is an absolute necessity with underground drip systems.
They are also used for proper drainage of the supply and
return manifolds. Use one on the high point of the supply
manifold and one on the high point of the return manifold
and any high points of the system.
Features
Geoflow's kinetic air vacuum breakers have a twist
off cap that is easy to take apart for cleaning. The large
clear passageway allows lots of air to flow in and out easily.
The elbow cap design is ideal for directing wastewater
spray, directing spray downward. With the ball removed,
these airvents can easily be used as a flush port. These can be
used in freezing climates to capture warmer air that can be found
below ground, in a sump during vacuum.
Specification
The Air Vacuum Breaker shall provide vacuum relief and non -
continuous air relief. Both the body and the ball shall be made of
molded plastic. The ball shall be removable for easy cleaning. The
air vacuum breaker shall be part number APVBK100M as supplied
by Geoflow, Inc.
Air and Vacuum Flow Rate
(psi) 1 n (bar)
' l.6
�■�iiii■>.ii�ii�r�ii�r•>•iiii■
ii�ii�ii>•ii�i■ii
�ii�ii�ii�r•
.
1111.1•����1�����
�
(T
(m'lmin.) -800 -400 0 400 800 1200
Flow Rate
Kil
APVBK100M
Part No,
APVBK10QM
Inlet
1"
Max Pressure
80 si 185 ft.
Max Tern
1400 F
Height
5.5"
Weight
1.2 oz.
6 EO FL O W Produot8hwts/Ahvm*15A23
www.geoflow.com
800-828-3388

AIR VENTS 1 VACUUM RELIEF VALVES
Continuous Air Vent 1 Vacuum Relief Valve
Description
Continuous air vents allow air which remains in the pipeline, or which
enters the pipeline after startup, to escape. These are usually found
upstream of zone valves or subzone valves. They automatically expel 10.75 in
small amounts of air which collect at system high points once the
system is filled up to pressure and fluid is flowing. At shut down
they will allow air to enter the pipelines. Geoflow part numbers
ARV100, ARV200.
Features
Geoflowls continuous air vent / vacuum breakers have a twist
off cap that is easy to take apart for cleaning. Tily.
The elbow cap design is ideal for directing wastewater
spray, directing spray downward. With the ball removed,
these airvents can easily be used as a flush port. These can be used in
freezing climates to capture warmer air that can be found below
ground, in a sump during vacuum.
Specification
The Air Vacuum Breaker shall provide vacuum relief and continuous
air relief. Both the body and the ball shall be made of molded
plastic. The ball shall be removable for easy cleaning. The
air vacuum breaker shall be part number ARV100 OR ARV200 as
supplied by Geoflow, Inc.
41.37 6
27.58 4
13.79 : y 2
a_
Y 0 0
-13.79 *2
-27.58 �- 4
-41.37 - 6
ARRV-200
-300
-8.60
GEOFLOW
�Pru'-TlkItf.ft V'RAE
v www.geoflowcom
800-828-3388
6.62 Ibs
- 200 psi working pressure
- Inlet @in NPT
Outlet 1.25socket PVC ell
Seals at 1 psi
Clear open diameter of 1.29"
Vacuum R 1116f AirJR16ase
-200 -100 0 100 200 300
(CFM)
-5.66 -2.83 0 2.83 5.66 8.50
(CMM)

® Product Numbering System - 3060 Series
DEMING Bulletin 3060
www.cranepumps.com
Chemical & Process ANSI Pumps
The Product Numbering System used, consists of 12 digits, and the following is a description of that system:
1 thru 4 5 thru 8 9 10 11 12
QI914s 1 thru 4 describes the pump figure number.
1 thru 4 1 Description
-!!P3062 Smallest of the Section 36 ANSI Pumps
3065 Medium size Section 36 ANSI Pumps
3066 Large size and high speed Section 36 ANSI Pumps
L..W rY.[nri -ov taw anvwn on pump curve 4 price
page).
5 thru 8
Description
5 thru 8
Description
0925
AA
1-1/2 x 1 x 6
3155
A70
4 x 3 x 9-1/2
1825
AS
3 x 1-112 x 6
1865
A20
3 x 1-1/2 x 12
>0945
AA
1-112 x 1 x 8
2265
A30
3 x 2 x 12
1845
AB
3x1-1/2x8
3165
A40
4x3x12
2235
A10
3 x 2 x 7-1/4
4265
A80
6 x 4 x 12
1055
A05
2 x 1 x 9-1/2
1866
A20
3 x 1-1/2 x 12B
1855
A50
3 x 1-1/2 x 9-1/2
2266
A30
3 x 2 x 12B
2255 j
A60
3 x 2 x 9-1/2
4274
ABO-15 6 x 4 x 15
n spnwii a sescnoss me case massnans or ma numn. n
Digit 9
Description
Digit 9
Description
1
Cast Iron (impeller ONLY)
6
316 Stainless Steel
r— 04
Ductile Iron
7
Alloy 20 (also called C-20 for Carpenter 20 SS)
9
Special
n aneiz w sesenoes me amm ano sneavo mseanEan_ n
Digit 10
Description
Digit 10
Description
0
5
316 SS shaft with 316 SS sleeve
1
6
316 SS shaft with C-20 sleeve
.�j2
4140 Steel shaft with 316 SS sleeve
7
C-20 shah with C-20 sleeve
3
4140 Steel shaft with 440 Steel sleeve
a
316 SS shaft
4
4140 Steel shaft with C-20 sleeve
9 1
Special shaft with special sleeve
n IumR 77 oescnoes me snarl neannna mmand_ n
Digit 11
Description
Digit 11
Description
'1*0
Standard Packed Stuffing box
7
John Crane Single Type 9 Clamped Q/XF1 C1
1
John Crane Single Type 1 BF1 C1
B
John Crane Single Type 9 Clamped QIXF171
2
John Crane Single Type 1 SF171
9
Speciai Seal
3
John Crane Double Type 1 BF1C1
4
John Crane Double Type 1 BF171
5
John Crane Single Type 9 O{ing QIXF1 C1
6
John Crane Single Type 9 O-ring Q/XF171
w1un; -ia sescrnoes me piano mmenaii ror ermer pacroea stuffing box or mechanical seal construction.
Digit 12 Description Digit 12 Description
-:�IP4 Ductile Iron 7 Alloy 20 (Also called C-20 for Carpenter 20 SS)
8 & 9 Specal Material
NOTES. 1. Always list on your purchase order either the impeller diameter required or the capacity and head requirements
the impeller is to be designed to handle.
2. These codes are set up for a standard oil lub pump. For any special construction or material configuration not
listed, please list digits 9 thru 12 as 9999 and detail special construction features.
CRANE PUMPS & SYSTEMS SECTION 36
PAGE 1
® DATE 5115
A Crane Co. Company USA: [phone] • Canada: [phone] • International; [phone] =i

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Part Number
Descripiion
138854
3062,1-1 12X 1 X8,UI,PKG
'r063423
--Nat a Purchasable Item--
0066574
SLEEVE -WOODS 97N
0066576
HUB.78CH, 875-
W162-7SCH
HUB;7SCH,1.625"
'a'b'7$05
FLA.NGE_7SC35
D097363
GUARQ,CPLG,7",9.00r,STL
D101764
--Nat a Purchasable Itern-
003217
PLUG,PIPE,SQ,.250" NPtr,ZP
;;058138
FOOT,FRAME 3062 SIZE -ALL
0059139
--Nat a Purchasable Itern—
J09567
IMPELLER RH 8" QIA Cl
0095669
--Nat a Purchasable Item---
;097800
COVER.ST BOX 8'',Dl
009T799
--Not a Purchasable Item--
3062 1-112=8
Quantity
1 EA
1 EA
1 EA
I EA
1 EA
2 EA
1 EA
1 EA
2 EA
1 EA
1 EA
I EA
1 EA
i EA
I EA

Part Number
Description
138854
3062,1-112X1X8.Df,PKG
0063423
--Not a Purchasable Item--
0066574
SLEEVE.' WOODS #7N
0066576
HUB,7SCH,.875-
W162-73CH
HUB,7SCH,1-625"
W78C35
FLANGE,7SC35
0097363
GUARD,CPLG,7-,D.00',STL
4101764
—Not a Purchasable Item—
D03217
PLUG,PIPIE,SO,.250-'NPT,ZP
058138
FOOT,FRAME 3062 SIZE -ALL
0058139
—Not a Purchasable Item—
:^,095670
IMPELLER RH 8"DIA CI
0095069
---Not a Purchasable Item--
1209780Er
COVERS ST GOX VTI
0097799
—Not a Purchasable Item-
30621-1127i1)C8
12uanM
1 EA
EA
1 EA
1 EA
1 EA
2 EA
1 EA
1 EA
2 EA
1 EA
1 EA
I EA
1 EA
1 EA
1 EA

0057697
OILER TRICO#52(30052)
1
OM133
SEAL,LIP,718X1-114X3d16
CR#8624
1
CM134
SEAL.LIP125X1.75X_25
DBL.CR#12364
1
EA
0001146
SCREWDRIVE,RDHD,#f4,.187
STL
4
-3058172
COVER -BEARING INBOARD
1
EA
0058173
--Not a Purchasable Item—
3062
1
FA
0058188
DEFLECTOR 1-15164 BORE
1
EA
D058190
BOLT,EYE,318-16,1.25W
STEEL
1
0059629
SCREUV HXHD.19-20,1.250''
Zp
6
D0D3225
O-RING 2-118X2 5f16
3132THK,70 DUROMETER
1
L;
0093231
SCREW.HXHD,114-20_ 625"
GRS,ZP
2
EA
OOM34
SHAFT,PUMP 4140 STEEL
3062
1
EA
0037358
---Nota Purchasable Item—
COLD
15.25
IN
0100811
HOUSING,BRG 3062
1
EA
0100810
--Not a Purchasable Item---
EA
O100813
CARBEARING F16.3062
1
EA

0100812
--Not a Purchasable Item---
1
-- _
02756
SCREWSKSETCP,114-20,.25
2
EA
0002553
PLUG.PIPE,SQ, 1251P
2
EA
15-5-6
NUTHEX,V4-20,ZP
3
EA
23014
KEY 3116 SQ X i U2
1
EA
IAA-6402
--Nota Pur#rasable Itern--- MATIQ
1.
EA
0003073
KEY.WOODRUFF 1f8X1l2 #3
1
EA
0003300
WASHER,LOCK W-06
i
EA
0003304
NUILOCKBEAPJNG.N-06
1
EA
0003306
BEARIN0,I3ALL,SKF 5206£C3
1
EA
0003314
BRG,EALL,6207.C3 NO GIBS FAG
U
EA
4006406
—Not a Purchasable Item— DEMING
1
EA
1101774
---Not a Purchasable Item—
1
0006012
NUTHEX,318-16,316SS
2
EA
0030713
RING,PKG, 312".1 251 88
5
EA
0049953
STUD,3.8-16,2.250",3163S
2
EA

0056998
CASTING,GLAND,SPLIT,STL
2
EA
0076639
RING, LTRN,HALF, 1.25X1.SS
2
EA
-2094635
SLEEVE_3062.1.25"OD_316S
SHAFT
t
EA
0028826
—Not aPurchasable Item---
316
4.809
IN
119987
--Not a Purnasable Item—
1
EA
138853
—Not a Purchasable Item---
1
EA,
3003758
SHIM;_75YTH,2'XT.CI
3
EA
0003778
—Noma Purchasable Item--
Cf
1
EA
0003769
SHIM. 1.00"7H,2" X2",CI
3
EA
0003779
--ND[ a Purchasable Item—
CI
1
EA
.3015325
SHIM,_75YTH,3'7C3",CI
4
EA
0015331
--Not a Purchasable Item--
CI
1
EA
138852
13ASE,15X52 TYPE A254fiT
1
EA
015-136-E26
SCREWHXHl3.112-13,3.004"
GR5
4
EA
015-69-E26
SCREW.HXHD,318-16,2.000"
GR5
4
EA

Fig. 3062
Basic Pump Standard and Optional Equipment DEMING
AA6, AB6, AA8, AB8 - Bulletin 3060
www.cranepumps.com
Chemical & Process ANSI Pumps
SM'N.P.T.
CAaIND [NUW —
{6l9[) J
PUMP WITH NORMAL PACKING BOX
& SPLIT, GLAND
—it
STANDARD PACKING BOX
1Y' NPTDAIRIE
CONNEI ILAT
CANNECIDlQ
rIGN
RIND
1R•N.P.T. ,eT17A'
I N.P.I--'I 7 7
<"3.Y, NG
TIPS ONa 1AT
01,kY
Guwoear
Vi•NP
.P.T. J N.r. CODLING
GRAIN (iI1GGFD) "TOawrOL
INLErl0u11ET
WATER JACKETED PACKING BOX
NOTE: IT —I
SEAL GLAND LJ,�
('GYTRING S�EAT) FURNISHED IF CHECKED
I�
11a• N.P.T.eRFxE FnTmn
PUMP WITH WATER JACKETED PACKING
BOX A SPLIT, GLAND
2.14'N.P.T.
�I I
u JJ
2 5& I --
SPLIT GLAND
SNUFFING GLAND
1*1
1Y•NPf-IHORLUDE
rEl6HGRLLBE
2 t f2' -
14' NP.T.N
I+--�{I
I "
— I
I
-- -
�I
V
2 31B"
-C
DLO 1 91B'
it
1
2712"
1Y'N.P.T. LuN
1w N.P.T.
SEAL GLAND
(CLAMPED SEAT)
m
Customer
Shop Order No.
Date:
By:
Pump
Fig. No.
Size
Curve No.
GPM
Head
Sp. Gr.
Temp.
Rotation
Paddng/Seal
Data
Motor
MFGR
Hp
RPM
Phase -Cycle Voltage
Frame
Enclosure
Insulation
Furnished Mounted
Data
by
PAGE 28 CRAN E PUMPS & SYSTEMS
DATE 7107 db
A Crane Co. Company USA: [phone] - Canada: [phone] • International: [phone]

DEMING a
Parts for Fig. 3065
Industrial Section 36
www.cranepumps.com Bulletin 95
Repair Parts
Fig. 3060 Series End Suction Centrifugal Pumps
Assembly and Parts List Oil Lubricated Construction
1 iB
1 11 212 249 289
261 214 77 208 73 — 212
1
j4h
CON97RUCT10N FOR 19
P.4A&A05A50 4A90.A70
73 CONSMUCRON FOR
2 210 A20, A30, A40. ABO
2B I 275
13 235 OONSTRUC ION FOR
19 2N 33 37 A10
33 ,jia,, 213 O
237 1B5
t' 292
22
az 40
a0
49
35
i238
20a Y( �� 69
236
17 I 239 286
204
18
18
249 277
212 274
77 51
WARNING:
t CANCER AND REPRODUCTIVE HARM -
WWW.P65WARNINGS.CA.GOV
* Item No. Name of Part Item No. Name of Part
Item No.
Name of Part
1
Casing
*47
Bearing Cover Seal (Inboard)
235
Breather
2
Impeller
*49
Bearing Cover Seal (Outboard)
236
Pipe Plug
8
Pump Shag
51
Oil Slinger
237
Pipe Plug
11
Packing Box Cover
*69
Bearing Lack Washer
236
Pipe Plug
*13
Packing
*73
Casing Gasket
239
Stud
*16
Ball Bearing (Inboard)
77
Lubricator
249
Hex Nut
17
Split Gland
195
Set Screw
*18
Ball Bearing (Outboard)
274
Frame Foot
19
Frame
203
Name Plate
275
Lifting Ring
22
Bearing Lock Nut
204
Adjusting Lock Nut
*29
Lantern Ring
206
Split Gland Clip
277
Cap Screws
33
Bearing Housing (Outboard)
208
Pipe Plug
281
Gland Stud
35
Bearing Cover (Inboard)
210
Hex Nut
286
Jack Screw (Breathing Cover)
37
Bearing Cover (Outboard)
212
Cap Screw
292
"O" Ring (Bearing Cover)
*38
Shaft Gasket
213
Cap Screw
293
Bearing Name Plate (Not Shown)
40
Deflector
214
Drive Screw
278
Caution Label (Not Shown)
46
Coupling Key
*232
"O' Ring
332
Cap Screw
CRANE PUMPS &SYSTEMS S
ECTION 95
1
® 10118
A Crane Co. Company USA: (937) 77$-8947 Canada: [phone] International; (937) 615-359$

Parts for Fig. 3062-3065
Industrial Section 36
Bulletin 95
DEMING a
www.cranepumps.com
Repair Parts
Fig. 3060 Series End Suction Centrifugal Pumps
Assembly and Parts List Oil Lubricated Construction - With Shaft Sleeve
17
1 19
1 11 212 249 239
78 212 11
281 214 17 2a8
296 1B
1 CONSTRUCTION FOR 19 249
AA40-AMASD 79 212
203-AO&A70 1
210 CONSTRUCTION FOR 73
78. A29, Aso, Asa, ABo -
2 14
29 I 275
CONSTRUCTION FCR
1s 235 A1D
19 232 sg 87
38 237 198 213 9a2 ]
292 �J
279
22
47 48
4D
49
as 2W
208 (ESp, 89
238
17 I 299 2"
204
16
18
249 277
212 274
77 81
QWARNING:
i CANCERAND REPRODUCTIVE HARM -
i WWW.P65WARNINGS.CA.GOV
" Item No. Name of Part lism No. Name of Part Item No. Name of Part
1 Casing *47 Bearing Cover Seat (Inboard) 235 Bre
ather
2
Impeller
*49
Bearing Cover Seal (Outboard)
236
Pipe Plug
6
Pump Shaft
51
Oil Slinger
237
Pipe Plug
11
Packing Box Cover
"69
Bearing Lock Washer
238
Pipe Plug
"13
Packing
*73
Casing Gasket
239
Stud
*14
Shaft Sleeve
77
Lubricator
248
Hex Nut
"16
Ball Bearing (Inboard)
195
Set Screw
17
Split Gland
274
Frame Foot
*18
Ball Bearing (Outboard)
203
Name Plate
275
Lifting Ring
19
Frame
204
Adjusting Lack Nut
22
Bearing Lock Nut
206
Split Gland Clip
277
Cap Screws
"28
Lantern Ring
20$
Pipe Plug
278
Cautivn Label (Not Shown)
33
Bearing Housing (Outboard)
210
Hex Nut
*279
Shaft Sleeve Key
35
Bearing Cover (Inboard)
212
Cap Screw
281
Gland Stud
37
Bearing Cover (Outboard)
213
Cap Screw
286
Jack Screw (Breathing Cover)
*38
Shah Gasket
214
Drive Screw
292
"O" Ring (Bearing Cover)
40
Deflector
*232
"O" Ring
293
Bearing Name Plate (Not Shown)
46
Coupling Key
332
Cap Screw
25
AGECRANE PUMPS &SYSTEMS
DATE 70176
A Crane Co. Company USA: (937) 77$-8947 Canada: [phone] international: [phone]

® Parts for Fig. 3062-3065
DEMING Industrial Section 36
www.cranepumps.com
Bulletin 95
Repair Parts
Fig. 3060 Series End Suction Centrifugal Pumps
Assembly and Parts List Water Jacketed - Oil Lubricated Construction with Shaft Sleeve
n
QWARNING:
CANCER AND REPRODUCTIVE HARM -
WWW.P65WARNINGS.CA.GOV
Item No.
Name of Part
Item No.
Name of Part
Item No.
Name of part
1
Casing
*47
Bearing Cover Seal (Inboard)
235
Breather
2
Impeller
*49
Bearing Cover Seal (Outboard)
236
Pipe Plug
6
Pump Shaft
51
Oil Slinger
237
Pipe Plug
11
Packing Box Cover
*69
Bearing Lads Washer
238
Pipe Plug
*13
Packing
*73
Casing Gasket
239
Stud
*14
Shaft Sleeve
77
Lubricator
249
Hex Nut
*16
Ball Bearing (Inboard)
195
Set Screw
17
Split Gland
274
Frame Foot
*18
Ball Bearing (Outboard)
203
Name Plate
275
Lifting Ring
19
Frame
204
Adjusting Lack Nut
277
Cap Screws
22
Bearing Lock Nut
206
Split Gland Clip
278
Caution Label (Not Shown)
*29
Lantern Ring
208
Pipe Plug
*279
Shaft Sleeve Key
33
Bearing Housing (Outboard)
210
Hex Nut
281
Gland Stud
35
Bearing Cover (inboard)
212
Cap Screw
286
Jack Screw (Breathing Cover)
37
Bearing Cover (Outboard)
213
Cap Screw
292
"O" Ring (Bearing Cover)
*38
Shaft Gasket
214
Drive Screw
293
Bearing Name Plate (Not Shown)
40
Deflector
*232 1
"O" Ring 1
332 1
Cap Screw
* Recommended spare parts
CRANE PUMPS & SYSTEMS SECTION 95
PAGE 3
® DATE 10118
A Crane Co. Company USA: [phone] • Canada: [phone] • International: [phone] =i

Parts for Fig. 3062-3065
Industrial Section 36 DEMIN
Bulletin 95
www.cranepumps.com
Repair Parts
Fig. 3060 Series End Suction Centrifugal Pumps
Assembly and Parts List Grease Lubricated Construction
\ J l �� ,- - - n
QWARNING:
I CANCER AND REPRODUCTIVE HARM -
W W W.P65WARN INGS.CA.GOV
Rem No.
Name of Part
Item No.
Name of part
Item No.
Name of Part
1
Casing
46
Coupling Key
222
Pipe Plug
2
1 Impeller
*47
Bearing Cover Seal (Inboard)
225
Pipe Plug
6
Pump Shaft
*49
Bearing Cover Seal (Outboard)
236
Pipe Plug
11
Packing Box Cover
51
Oil Slinger
239
Stud
*13
Packing
*69
Bearing Lock Washer
242
Grease Fitting
*14
Shaft Sleeve
*73
Casing Gasket
249
Hex Nut
*16
Ball Bearing (Inboard)
195
Set Screw
17
Split Gland
274
Frame Foot
•18
Ball Bearing (Outboard)
203
Name Plate
275
Lifting Ring
19
Frame
204
Adjusting Lock Nut
22
Bearing Lock Nut
206
Split Gland Clip
277
Cap Screws
*29
Lantern Ring
207
Grease Fitting
278
Caution Label (Not Shown)
33
Bearing Housing (Outboard)
208
Pipe Plug
*279
Shaft Sleeve Key
36
Bearing Cover (Inboard)
210
Hex Nut
281
Gland Stud
37
Bearing Cover (Outboard)
212
Cap Screw
286
Jack Screw (Breathing Cover)
*38
Shaft Gasket
213
Cap Screw
293
Bearing Name Plate (Not Shown)
40 1
Deflector
214 1
Drive Screw
332 1
Cap Screw
* Recommended spare parts
LAGEIDN 4 CRANE PUMPS & SYSTEMS
DATE 10I16 a
A Crane Co. Company USA: [phone] • Canada: [phone] - International: [phone]

® Parts for Fig. 3062-3065
DEMING Industrial Section 36
wwwcranepumps.com Bulletin 95
Repair Parts
Assembly and Parts List
Fig. 3060 Series End Suction Centrifugal Pumps
Water Jacketed - Oil Lubricated Construction High Temp Frame with Shaft Sleeve
QWARNING:
CANCER AND REPRODUCTIVE HARM -
W W W.P65WARNINGS.CA.GOV
Item No.
Name of Part
Item No.
Name of Part
Item No.
Name of Part
1
Casing
*47
Bearing Cover Seal (Inboard)
235
Breather
2
Impeller
*49
Bearing Cover Seal (Outboard)
236
Pipe Plug
6
Pump Shaft
51
Oil Slinger
238
Pipe Plug
11
Packing Box Cover
*69
Bearing Lock Washer
239
Stud
*13
Packing
*73
Casing Gasket
249
Hex Nut
*14
Shaft Sleeve
77
Lubricator
*16
Ball Bearing (Inboard)
195
Set Screw
274
Frame Foot
17
Split Gland
275
Lifting Ring
*18
Ball Bearing (Outboard)
203
Name Plate
19
Frame
204
Adjusting Lock Nut
277
Cap Screws
22
Bearing Lock Nut
206
Split Gland Clip
278
Caution Label (Not Shown)
*29
Lantem Ring
208
Pipe Plug
*279
Shaft Sleeve Key
33
Bearing Housing (Outboard)
210
Hex Nut
281
Gland Stud
35
Bearing Cover (Inboard)
212
Cap Screw
286
Jack Screw (Breathing Cover)
37
Bearing Cover (Outboard)
213
Capp Screw
292
'O" Ring (Bearing Cover)
*38
Shaft Gasket
214
Drive Screw
293
Bearing Name Plate (Not Shown)
40
Deflector
*232
'O' Ring
294
Pipe Plug
46
Coupling Key
1
332 1
Cap Screw
.................,..... �r��., ram. w
CRANE PUMPS & SYSTEMS SECTION 95
PAGE 5
® DATE 10118
A Crane Co. Company USA: [phone] * Canada: [phone] * international: [phone]

Parts for Fig. 3062-3065
Industrial Section 36
Bulletin 95
DEMING 0
www.cranepumps.com
Repair Parts
Assembly and Parts List
Fig. 3060 Series End Suction Centrifugal Pumps
Oil Lubricated Con uction - with Shaft Sleeve High Temp Frame
11
1 19
1 11 212 249 239
Tb 212
206
CONSTRUCTION FOR 19
275 AAAB-AGE ABO` 73
-MO-A70
CONSTRUCTION FOR
A19
Item No.
Name of Part
Item No.
Name of Part
Item No.
Name of Part
i
Casing
*47
Bearing Cover Seal (Inboard)
235
Breather
2
Impeller
*49
Bearing Cover Seal (Outboard)
236
Pipe Plug
6
Pump Shaft
51
Oil Slinger
238
Pipe Plug (Not Shown)
11
Packing Box Cover
.69
Bearing Lock Washer
239
Stud
*13
Packing
*73
Casing Gasket
249
Hex Nut
*14
Shaft Sleeve
77
Lubricator
*16
Ball Bearing (Inboard)
195
Set Screw
274
Frame Foot
17
Split Gland
275
Lifting Ring
*18
Ball Bearing (Outboard)
203
Name Plate
19
Frame
204
Adjusting Lock Nut
277
Cap Screws
22
Bearing Lock Nut
206
Split Gland Clip
278
Caution Label (Not Shown)
*29
Lantern Ring
208
Pipe Plug
*279
Shaft Sleeve Key
33
Bearing Housing (Outboard)
210
Hex Nut
281
Gland Stud
35
Bearing Cover (Inboard)
212
Cap Screw
286
Jack Screw (Breathing Cover)
37
Bearing Cover (Outboard)
213
Cap Screw
292
"O" Ring (Bearing Cover)
*38
Shaft Gasket
214
drive Screw
293
Bearing Name Plate (Not Shown)
40
Deflector
*232
"O" Ring
294
Pipe Plug
46 1
Coupling Key 1
1
332 1
Cap Screw
* Recommended spare parts
L
SECT85 CRANE PUMPS &SYSTEMS
10118
A Crane Co. Company USA: [phone] • Canada: [phone] • international: [phone]

DEMING 0
www.cranepumps.com
Parts for Fig. 3062
Industrial Section 36
Bulletin 95
Repair Parts
Please Order By the Part No.
AA-6
AB-6
AA-8
A8-8
l%xlx6
3xl%x6
I%xlx8
3xl%x8
Item
Name and Description
Part
Drawing
Part
Drawing
Part
Drawing
Part
Drawing
No.
No.
No.
No.
No.
No.
No.
No.
1
Casing -150 lb. F.F. Flange
Ductile Iron
0056049
42061
0056075
42072
0097790
42038
0097806
42051
316 SS
0056063
42061
0056079
42072
0097792
42038
0097808
42051
Alloy 20 SS
OD56055
42061
0056081
42072
0097794
42038
0097810
42051
2
Impeller
Cast Iron
0056303
27232
0056329
27234
0094471
34788
0095870
34830
316 SS
D056287
27232
0056313
27234
OD97796
34788
0097812
34830
Alloy 20 SS
0056289
27232
0068315
27234
0097798
34788
OD97814
34830
6
Shalt (Solid Type)
SAE 4140 Steel
0057283
27316
0057283
27316
0057283
27316
0057283
27316
316 SS
0057285
27316
0057285
27316
0057285
27316
0057285
27316
Carp. 20 SS
0057286
27316
0067286
27316
D057286
27316
0057286
27316
6A
Shah (Sleeve Type) - New Style
SAE 4140 Steel
0094634
28884
0094634
28684
0094634
28684
0094634
28684
316 SS
OD94700
28684
0094700
28684
0094700
28684
0094700
28684
Carp. 20 SS
0094774
28684
0094774
28684
0094774
28684
0094774
28684
11
Pecking Box Cover - Standard
Ductile Iron
0055572
33626
0056572
33626
D097800
34791
0097800
34791
316 SS
0056576
33626
0056676
33626
0097802
34791
0097802
34791
Alloy 20 SS
0056578
33626
0056578
33626
0097804
34791
0097804
34791
11
Pecking Box Cover (WaterJacketed)
Fab. Stool
0099944
34947
0099W
34947
-
-
-
-
316SS
POA
-
POA
-
-
Alloy 20 SS
POA
POA
-
* 13
Stuff. Box Packing Rings (5 Req'd)
GAR 8913
G030713
0030713
-
0030713
0030713
JC1335
OD57153
1
0057153
1 -
0057153
-
0057153
-
Pure Teflon Fibre
0063453
G063453
-
0063463
-
0063453
-
Graphite Filament
0063451
-
0063451
-
0063451
0063451
* 14
Shaft Sleeve - Long - New Style
316 SS
0094635
12M34
0094635
120-934
0094635
120-934
0094635
120-934
Alloy 20 SS
0094702
120-934
00947D2
120-934
0094702
120-934
0094702
120-934
440C SS- Hardened
0094708
120-934
0094708
120-934
0094708
120-934
0094708
1204334
* 14A
Shaft Sleeve - Long - Old Style
31 B SS
0057306
118-767
0057306
118-767
0057306
118-767
0057306
118-767
Alloy 20 SS
0057308
118-767
0057308
118-767
0057308
118-767
00573DB
118-767
440C SS - Hardened
0057307
118-767
0057307
118-767
0057307
118-767
0057307
118-767
* 16
Bell Bearing - =7 - Inboard - Radiant
0003314
-
0003314
-
0003314
-
0003314
17
Split Stuff. Box Gland
Ductile iron
0057000
118-075
0057000
118-075
0057000
118-075
1
0057000
118-075
Alloy 20 SS
OD57009
118-075
0057009
118-075
0057009
118-075
0057009
118-075
17A
Stuffing Gland
Ductile Iron
0058823
27132
0058823
27132
0058823
27132
0058823
27132
Alloy 20 SS
0058826
27132
0058826
27132
0058826
27132
0058826
27132
.18
Ball Bearing - 52DB WLIA
0003306
-
0003306
-
00033D6
-
0003306
-
Outboard - Thrust
19
Frame Only- Cast Iron - Std,
0056936
41324
0066935
41324
0056936
41324
0056936
41324
19A
Frame Only- Hf-Temp.
OD77203
41532
0077203
41632
0077203
41532
0077203
41532
22
Bearing Lodmul- Steel
0003304
-
0003304
-
0003304
-
0003304
—
* 29
Lantern Ring - Teflon (half - 2 req'd)
0076639
119-511
0076639
119-511
0076639
119-511
0076639
119-511
NOTE: 1. All packing assembly parts are for pumps with packed stuffing box.
2: For Information and prices on Mechanical Seals, refer to Price Pages 3060.
3: Pump Serial Number must be fumished when ordering repair parts.
POA - Price on Application
* Recommended spare parts
CRANE PUMPS & SYSTEMS SECTION 95
PAGE 7
® DATE 7108
ACrane Co. Company USA. [phone] • Canada: [phone] * international: [phone]

Parts for Fig. 3662
Industrial Section 36
Bulletin 95
Repair Parts
DEMING 8
www.cranepumps.com
Please Order B the Part No.
y
'A$
A84
AA4
AB-8
1'Ax1x6
3xl%x8
1%x1xa
3x1'/1x8
Item
Name and Description
Part
Drawing
Part
Drawing
Part
Drawing
Part
Drawing
No.
No.
No.
No,
No.
No.
No.
No.
33
Bearing Housing- O.B.- New Style
0100811
28570
0100811
28570
0100811
28570
0100811
28570
35
Bearing Coverl.B. C.I
0058172
118-809
0058172
118-809
0058172
11"09
0058172
118-809
37
Bearing Cover- O.B. - New Style
0100813
28571
0400813
28571
0100813
28571
0100813
28571
.38
Shaft Gasket ("O"Ping)
ODS7226
-
OD57226
-
006722B
-
0057226
-
Tefion Coated Buns
40
Deflector -Teflon
0058188
118-811
0058188
118-811
0058188
118-811
0058188
11"11
46
Coupling Key - 3116' Sq. x 1-1/2" - Steel
0002196
-
0002195
-
0002195
-
0002195
-
' 47
Bearing Cover Seal - Inboard
0058134
-
0068134
-
0058134
0058134
` 49
Bearing Cover Seal - Outboard
0068133
-
0058133
-
0050133
-
0058133
-
51
pit Slinger or Retainer - Bronze
0067262
118-430
ODS7262
118-430
0057262
118430
0057262
118-430
` 69
Brg. Lock Washer - Outboard - Steel
0003300
-
0003300
-
0003300
-
OD03300
-
" 73
Casing Gasket - Durlon
0120372
118-654
0120372
11"64
0120487
121-006
0120487
121-006
Casing Gasket -Teflon
0057161
118-654
0057161
118-654
0118081
-
0118081
-
77
Lubricator- For Oil Luba Only
0057697
-
0067697
-
0057697
-
0057697
195
Set Screw - For Item 51
0001463
-
0001463
0001463
-
0001463
-
' 202
Brg. Snap Ring - Outboard Steel
0068136
-
0058136
-
0058136
0058136
204
Adjusting Lock Nut - 20N.C.
0069345
-
ODS9345
0059345
OD59M
ZJnc Plated (3 Rsq'd)
206
Split Gland Clip - 316 SS (2 Req'd)
0047657
117-918
0047657
117-91 B
0047657
117-918
0047657
117-918
207
Grease Filling - 1/8' -
0003131
-
0003131
-
0003131
-
0003131
-
For Grease Luba Only
208
Pipe Plug -1/4' - For Item 11
Iron
0002009
0002009
-
0002009
00020DO
316 SS
0006262
0006252
-
0006252
-
0008262
Carp.20 SS
0012454
-
0012454
-
0012454
-
0012454
210
Hex Nut - 318" For Item 281
316 SS (2 Req'd)
0006012
-
0006012
0000012
-
0006012
-
Carp. 20 SS (2 Req'd)
0006013
-
0006013
0006013
-
0006013
212
Cap Screw - 3/8" For Item 19 to 1
Steel(6 Raq'd)
0058787
0058787
-
0005238
-
OD05238
-
C-20 SS (8 Rec('d)
0093571
-
0093571
0000401
-
0000401
-
213
Cap Slew -1/4" x 1-1/4" - Item 37 to 19
0059629
0059629
-
0059629
-
0059629
-
Eno Plated (3 Req'd)
222
Pipe Plug - Iff - Zinc Plated -
0002553
0002653
0002553
-
0002553
For Grease Luba Only
225
Pipe Plug - 114" - Zinc Plated -
0002009
OD02009
-
0002009
-
0002009
-
For Grease Luba Only
' 232
'0" Ring - For Item 19 7
0057228
-
0057228
0057228
0057228
For Oil Luba Only
235
Breather- 1/8'Alemite-
0039022
-
0039022
0039022
0039022
For Oil Luba Only
236
Pipe Plug - 114' - Zinc Plated
0002009
0002009
-
0002009
0002009
-
(Not Shown) For Oil Luba Only
237
Pipe Plug - 118" - Zinc Plated -
0002563
-
0002553
0002553
-
0002553
For Oil Luba Only
238
Pipe Plug - 118' - Zinc Plated -
0002553
-
OD02553
-
D002553
0002653
(Not Show) For Oil Luba Only
242
Grease Fitting - 1/8' - Steel
0003131
-
0003131
0003131
0003131
For Grease Luba Only
1 273
Casing Foot - Cast Iron
0056966
27291
0056966
27291
1
-
1
274
Frame Foot - Standard
0058138
118-813
0058138
118-813
0058138
118-813
0068138
118-813
Cast Iron- Water Cooled
0057234
118-774
CM7234
118-774
0057234
118-774
OD57234
118-774
- Hi Temp.
0077231
119-564
0077231
119-584
0077231
11 M64
0077231
119-W
275
Li fing Ring - 3/6" x 1/2' -Steel
0058190
-
0058190
-
0068190
0058190
-
278
Cap Screw - 318" x 718" - Item 273 to 1
0003404
0003404
-
0003404
D003404
-
277
Cap Sam - aW x 1' - Steel - (2 Req'd)
0000397
0000397
0000397
0000397
-
For Regular Frame Foot
Cap Screw - 3/8" x 2"- Steel - (2 Req'd)
00D0408
-
0000408
0000408
-
00DO408
-
For Water Cooled Frame Fool
1. Casing foot is cast integral with the casing.
' Recommended spare parts
SECTION
a$ AGECRAM E PUMPS & SYSTEMS
DATE 7108
A Crane Co. Company USA: [phone] • Canada: [phone] • Intemational: [phone]

DEMING a
www.cranepumps.com
Parts for Fig. 3062
Industrial Section 36
Bulletin 95
Repair Parts
Please Order B the Part No.
y
AA-6AB4
AA4
AB-8
1%xIx6
3xl%x6
1'hxixa
3xl%xa
Item
Part
Drawing
Part
Drawing
Part
Drawing
Part
Drawing
Name and Description
No.
No.
No.
No.
No.
No.
No.
No.
'279
Shaft Sleave Key- SS
0003073
0003073
0003073
0003073
1 18'x 117 - #3 woodruff
280
Gasket -1116'-Vellumoid
0057457
0057467
-
0057457
-
0057467
For water Cooled Frame Foot
281
Gland Stud - 318' - 316 SS
0021390
-
0021390
0021390
-
OD21390
-
Carp.20 SS
0046048
-
0046048
-
0046048
-
0046048
-
2 Req'd with Item 17
4 Req'd with Item 251
264
Stuffing Gland Ring
0057231
-
0057231
-
0057231
-
0057231
-
GAR8913(NotShown)
286
Jack Screw (114" -20 x 1"- Cap Screw)
0056929
0056929
-
0056929
-
0066929
Zinc Plated - For item 37
(3 Raga)
292
"O' Ring for Item 37
0093225
-
G093225
-
0093225
-
OD93225
For Oil Luba Only
332
Cap Screw- item 37 to 32
0093231
0093231
-
0093231
-
0093231
114" - 20 x 5d8" - (2 Req'd)
For Pumps Fitted with Mechanical Seal
Standard Inside Seals. O-Rlng or Clamped Stationary Seats
HBm &5 John Crane Single Seals
Type 1 - O-Ring Mounted
Type 9 - O-Ring Mounted
Type 9 - Clamped
Seal Code
Part No.
Seal Code
Part No.
Seal Code
Part No.
BF171
0078880
QXF171
0060650
QF171
0060644
BF1C1
0078879
QXF1C1
0060651
QF1C1
0060646
BF191
0078881
OXF191
0060652
QF191
0060646
XF171
0081430
-
XF1C1
0080372
1 -
-
_
-
Item 65
John Crane Double Seals - O-RingMounted
BF2C1
0045935
QXF171
0076967
-
BF191
0060702
QXF1C1
0076958
-
NA
QXF191
0076959
_
For information and prime on Mechanical Seals, refer to Price Pages 3060
Hem 251
Seal Gland - For O-RingMounted
Stationary Seat
Description
For Type 1 Seat
For Type 9 Seal
Seal Gland Type
(1) Standard
Part No.
(2) Cooling
Part No.
(3) Quench
Part No.
(1) Standard
Part No,
(2) Cooling
Part No.
(3) Quench
Part No.
Ductile Iran
Alloy20
1
0064932
0065185
0064932
G065185
0064847
0064843
0064932
OD85185
0064932
0065185
0064847
0064843
`Seal Gland Gasket- Part No. 0086339
Throttle Bushing - Bronze - Pert No. 0064816; Carbon - Part No. 0ON817
Hem 251
Seal Gland - For Clamped Stationary Seat
Description
For Type 9 Seal
Seal Gland Type
(5) Cooling
Part No.
(3) Quench
Part No.
(4) Plain
Part No.
Ductile fron
Alloy 20
0064836
0064834
0064839
0064837
0066169
0066167
Throttle Bushing - Bronze - Part No. 0064819; Carbon - Part No. 0064820
Spring Holder - For use with Type 1; Seal - PN - 0077588; Set Screw - (2 Req'd) PN 0078898
1. Includes 2 taps for flushing or lubricating seal
2. Includes 2 taps - may be used for cooling
3. Includes 4 taps for flushing. vent and drain. Require throttle brushing with single seal
4. Plain gland - no taps
5. Includes 2 taps for cooling, flush or lubrication
. Recommended Spare Paris
CRANE PUMPS & SYSTEMS SECTION 95
PAGE 9
® DATE 4115
A Crane Co. Company USA: [phone] • Canada: [phone] • Intemational: (937) 615-359$

Parts for Fig. 3062
Industrial Section 36 DEMING
Bulletin 95
www.cranepumps.com
Repair Parts
For Pumps Fitted with Mechanical Seal
Please Order By the part No. Standard Inside Seals, O-Ring or Clamped Stationary Seats
mom es
Durametallic Single Seals
Type RO
Type ROTT
Seal Code
O-Ring Mounted
Clamped
O-Ring Mounted
Clamped
Part No.
Part No.
Part No.
Part No.
EX5
0060750
0060738
0060762
0060744
EY5
0060748
0060736
0060760
0060742
E55
0060749
0060737
0060761
0060743
Item 65
Durametallic Double Seals - O-Ring Mounted
Seal Code
Type ORO
Type RO
Type ROTT
Part No.
Part No.
Part No.
EX5
0060798
0060804
0060810
EY5
OD60796
D060802
0060808
E55 1
0060797
0060803
0060809
For infonmadon and prices on Mechanical Seals, refer to Price Pages 3060
Hem 251
Seal Gland - For O-Ring Mounted
Stationary Seat
Descrlptton
Type RO & CRO Seal
Type ROTT Seal
Seal Gland Type
(1) Standard
(2) Coolfng
(3) Quench
(1) Standard
(2) Cooling
(3) Quench
Part No.
Part No.
Part No.
Part No.
Part No.
Part No.
Ductile Iron
0064932
0064932
0064847
0065296
G065296
0066301
Alloy 20
0065185
0065186
0064843
0065299
0065299
0066303
" Seal Gland Gasket - Part No. 0066339
Throttle Bushing - Bronze - Part No. 0064816; Carbon - Part No. 0064817
Item 251
Seal Gland - For Clam ed Insert
Description
Type RO & ROTT Seal
Seal Gland Type
(4) Plain
(5) Cooling
(3) Quench
Part No.
Part No.
Part No.
Ductile Iron
0066166
0064827
0064830
Alloy 20
0066164
G064825
006*28
Throttle Bushing - Bronze - Part No. 0064819; Carbon - Part No. ODOU20
1. Includes 2 taps for flushing or lubricating seal
2. Includes 2 taps - may be used for cooling
3. Includes 4 taps for flushing. vent and drain. Require throttle brushing with single seal
4. Plain gland - no taps
5. Includes 2 taps for cooling, flush or lubrication
- Recommended Spare Parts
PAGED 10 CRANE PUMPS & SYSTEMS
DATE 7/08 0.
A Crane Co. Company USA; [phone] • Canada: [phone] • International: [phone]

Case Farms Morganton Hatchery
Irrigation System Expansion
Operation and Maintenance Procedures
{
• SEAL
17069
"ell Mao
MacConnell & Associates, P.C.
1101 Nowell, Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Operation and Maintenance
Operation and maintenance is important to ensure the efficiency and longevity of any system.
This Operation and Maintenance Manual will provide a detailed and itemized guide to promote
proper operation and maintenance of the Case Farms - Morganton Facility Spray Irrigation
system.
I. General
Faulty components shall be replaced or repaired as needed. Although this document is
very detailed, there may be an opportunity for problems to arise not addressed in this
Operation and Maintenance Manual. Any item not mentioned in this document shall be
inspected monthly for deficiencies in its intended use. If any item not discussed in this
document is found to be faulty, the manufacturer or local representative of said faulty
item shall be contacted for instructions regarding its operation, maintenance, repair, or
replacement.
For safety measures, all wastewater treatment and disposal equipment shall be located in
secured areas to prevent unauthorized access. The lagoon area is fenced off and all
pumps are located in a pump house both of which shall remain locked to prevent
unauthorized access. The spray irrigation area disposes of water that is pathogen free and
shall
II. Pumps
A. All Pumps
All flow entry and exit points shall be inspected weekly for proper function.
Verify that all flow entry and exit points are free from blockage or obstruction.
All pumps are to be located in the pump house adjacent to the aerated storage
lagoon. The pump house shall remain locked at all times to prevent unauthorized
access.
1. Noisy Operation
Noisy operation and/or excessive vibration is generally caused by pump
starvation. This is commonly referred to as cavitation. The most common causes
of cavitation are as follows:
a. Suction line size is too small to handle the flow at the liquid
viscosity.

b. Suction valve is partially closed.
C. Suction strainer is clogged and requires cleaning or strainer will
not permit sufficient flow to pump.
d. Suction line is too long, creating excessive resistance which
restricts the flow to the pump.
2. Spare Parts
Spare Parts shall be kept on the premises. Spare part inventory is difficult to
predict due to system variations, and should thus be decided as system records
develop. One of each pump part shall be kept in reserve.
3. Pump Troubleshooting
Symptom
Likely Cause
Solution
Will not prime, slow to prime
Air leak in suction line
Tighten connections
Clack valve not seating
Replace clack valve
Discs worn or damaged
Replace discs
Suction strainer clogged
Clean strainer
Suction lift to high
Reduce suction lift
Liquid temp. to high
Reduce temp. or lift
Discs not seating due to solids
accumulation
Clean or replace discs
Low Pump capacity or discharge
pressure lower than planned
Discharge head too high
Reduce pump capacity
Excessive suction lift
Reduce suction lift
Pump obstructed
Remove obstruction
Pump worn
Disassemble and replace
worn parts
Pump speed too low
Increase speed (when
available)
Pump requires excessive
horsepower
Liquid viscosity or specific gravity
greater than planned
Review liquid and system
specifications
Total head higher than planned
Review liquid and system
s ecification
Closed or partially closed discharge
valve
Check discharge piping
s stem for closed valve
Piping obstructed by solids buildup
Clean piping system
Excessive vibration
Discharge head too high
Reduce pump capacity
Liquid viscosity too high
Reduce pump speed
Cavitation caused by obstructed
suction piping system
Remove suction line
obstruction
Pump damaged
Disassemble and repair pump
Pipe line obstructed
Remove obstruction
Poor drive life
Misalignment between pump and
drive
Realign pump and drive

No flow
Suction pipe not emersed in liquid
Lengthen suction pipe
Drive not operating
Check circuit breaker
Flow being diverted in discharge
piping system
Check valves in discharge
piping system
Obstruction in suction piping system
Open valve or clear
obstruction
4. Preventative Maintenance
1. Be sure all nuts and cap screws are fully tightened.
2. Occasionally grease pedestal bearings, especially in corrosive or
dusty environments, as per lubrication schedule.
3. Check coupling wear and alignment periodically. Replace
coupling element before excessive backlash develops on direct
connected units. Belt tension should be checked and readjusted to
normal standards if a V-belt drive is used.
4 Always ensure drive cover is in place to protect personnel from
injury and eliminate foreign material entry into the area above
sealing trunnions.
5. Visually inspect trunnions after extensive usage for signs of
cracking or flex failure. If deterioration is evident, replace
trunnions immediately.
6. Check suction and discharge pressure gauges periodically (if
applicable). Higher pressure may indicate obstruction of pipes.
Lower pressure may indicate pump wear or damage.
7. Annual amperage readings shall be taken to ensure that the pump is
not being overloaded.
5. Lubrication Schedule
1. Per Manufacturers' requirements.
III. Lagoon
A. Storage Lagoon
Sludge levels shall be check periodically (see section V: Sludge Disposal for
details). All flow entry and exit points shall be inspected weekly for proper

function. Verify that all flow entry and exit points are free from blockage or
obstruction.
Effluent quality shall be monitored according to permit requirements from the
irrigation fields. Effluent readings shall determine whether or not the permitted
levels of toxins are being achieved. Reviewing the treatment system may be
necessary if compliance with the permit cannot be met.
Sludge shall be measured and disposed of periodically. See section VI: Sludge
Disposal.
To prevent unauthorized access to the aerated storage lagoon, the access gate shall
remain locked at all times.
In any event of spillage from the aerated storage lagoon, the appropriate
authorities shall be contacted to remediate the situation. Human injuries shall be
attended to initially followed by eliminating the source of the spill from the
lagoon. Eliminating the source of the spill may include reinforcing the lagoon
impoundment structure, or lagoon liner as well as fixing any burst pipes the feed
from the lagoon. Should the cause of the spill result from overflowing of the
lagoon as a result of a failed initial and emergency power sources, an additional
emergency power generator shall be implanted to effectively operate and
treatment and disposal equipment so as to reduce the water levels in the lagoon.
Within twenty-four hours the appropriate authorities shall be contacted and
notified of the extent of the spill and note any obvious damages. Pumps shall be
used to recover any solids that have escaped the lagoon. Vegetation shall be
flushed with water and applied to cropland as per approved rate for the solids. A
damage assessment report shall then be submitted to the appropriate authorities as
required.
B. Floating Aerators
Air needs to be constantly introduced into the lagoon to give the microorganisms
enough oxygen to digest the wastes. Floating aerators were used to accomplish
this task. Floats suspend the aerator motor above the water, while part of the
drive shaft and propeller are below the surface. Typically, aerators are tied into
place so that they may move vertically with lagoon water levels, but not laterally.
Aerators will operate continuously, and when properly installed shall operate
mostly free of problems.
1. Aerator Troubleshooting
Symptom
Likely Cause
Solution
Motor Won't Start
Faulty Wiring
Check all wiring, motor
connections, control

connections, fuses, overload
trips
Defective Motor
Contact representative or
manufacturer
Motor runs but with little
Motor operation in wrong
Switch polarity (i.e. Interchange
discharge
direction
power leads)
Debris clogging propeller
Stop unit for 30 seconds, restart.
If improvement not evident,
check for and remove debris
Faulty Wiring
Check connections at motor
'unction box
Overloading trips repeatedly
Faulty Wiring
Check wirin and connections
Incorrect fuse size / circuit
Verify overload ratings of fuses
breaker
and breakers against motor
nameplate rating
Debris clogging unit
Stop unit for 30 seconds, restart.
If improvement not evident,
check for and remove debris
Extreme temperature
Shield or ventilate controls to
affecting overloads
reduce temperature. Use
ambient compensating heaters
Motor overloading, overloads do
Debris affecting operation
Stop unit and clear of debris.
not trip
Replace overloads with correct
ratings. Operation of motor
while overloading may void
warranty.
2. Aerator Preventative Maintenance
Maintenance shall consist of lubrication, checking tie lines, and reading
amperage. The aerator shall be shut down before any inspections or
maintenance is performed. Some maintenance may be performed by boat
while aerator is still in position. If removing the aerator from the lagoon is
required to perform maintenance, only approved removal methods and
equipment as specified by the manufacturer shall be used.
Verify that no foreign material has accumulated on the propeller hub or
shaft, and that the unit is properly balanced. Make certain that no stringy
material has become entangled onto any part of the propeller shaft, hub, or
nut. If the contents of the lagoon are comprised of a significant amount of
stringy material, inspect the unit frequently to avoid long-term buildup of
such material.
Verify that the tie lines positioning the aerator are in proper tension and
that ties are securely fastened to both the aerator and tie down points
external to the aerator. Make sure all connections are secure.

Periodically hose down surfaces on the unit experiencing sludge buildup.
Buildup of sludge may cause flow restriction. When hosing down the unit,
temporarily shut down the aerator.
3. Lubrication
1. Per Manufacturers' requirements.
IV. Irrigation System
Spare heads and nozzles shall be kept on -hand. Twenty percent of the total number of
heads and nozzles is recommended to keep in inventory, thus four heads and nozzles for
zones one and two combined, five heads and nozzles for zones three and four combines,
and six heads and nozzles for zones five and six combined shall be required.
Heads, nozzles, and visible piping shall be inspected daily for leakage. The irrigation
system shall also be inspected after grounds maintenance for plant material obstructions
and blockages. Repair any damaged heads, nozzles and piping. Replace any component
that cannot be repaired.
The irrigation fields shall be inspected daily for evidence of pooling or ponding prior to
and after irrigation dosing occurs. If such evidence exists, the system must be inspected
for possible leakage, controller or program failure, or unplanned soil conditions.
Reviewing the system specifications may be necessary if problem persists or becomes
overwhelming.
V. Residuals Management Plan
Lagoon sludge level readings shall be taken monthly, and sludge shall be pumped out as
needed. It is estimated that settled inorganic material may accumulate to unacceptable
levels at a frequency of every ten to twenty years. As needed, settled material shall be
pumped and hauled from the system.

VI. Emergency Contacts
Facility Manager:
Paul Taylor
Case Farms, LLC Morganton Hatchery
5067 Foreman St.
Morganton, North Carolina 28655
Phone: [phone]
Cell: [phone]
Local Emergency Services:
Brendletown Fire Station 75-2
3646 Bennett Rd.
Morganton, North Carolina 28655
Phone: [phone]
North Carolina DEQ — Division of Water Resources:
Asheville Regional Office
2090 U.S. 70 Highway
Swannanoa, North Carolina 28778
Phone: [phone]
En ig neer:
Mr. Gary S. MacConnell
MacConnell & Associates, P.C.
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]