DDW-2024-012263

SALT LAKE AREA OFFICE 859 W South Jordan Pkwy – Ste 200 South Jordan, Utah 84095
Phone: [phone]
www.hansenallenluce.com
ENGINEERING EXCELLENCE SINCE 1974

October 15, 2024

Attn: Brent Arns Department of Environmental Quality Division of Drinking Water
P.O. Box 144830
Salt Lake City, UT 84114-4830 RE: Record Drawings Pertaining to Operating Permit Request for Atwood Well Chlorinator (TP003); Pleasant Grove City, System #25022, File #13281

Mr. Arns: On October 1, we submitted the request for an Operating Permit for Pleasant Grove City’s Atwood Well Chlorinator (TP003). We indicated that the Record Drawings were currently being prepared
and would be submitted to the Division within the next two weeks.
Submitted herewith are the Record Drawings for the above referenced project, along with documentation that they have been received by Pleasant Grove City.
If you have any questions or concerns related to submittal, please contact me at [phone].
Sincerely,
Marvin E. Allen, PE Project Engineer
RECORD DRAWINGS
ATWOOD WELL @ 650 WEST 2600 NORTH, PLEASANT GROVE
CHLORINATION SYSTEM INSTALLATION
GIBSON WELL @ 977 EAST 300 SOUTH, PLEASANT GROVE (NOTE)
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
SECTION & DETAIL IDENTIFICATION INDEX OF DRAWINGS
ABBREVIATIONS
HATCHING
NEW EXISTING
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
–
–
–
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
4 00
OX 4 00
OX
DOOR FRAME DETAILS REMARKS
A
TAG #
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
START CMU WALL
N 7,299,992.14
E 1,579,509.30
DEFLECTION POINT
N 7,299,948.70
E 1,579,515.61
END CMU WALL
N 7,299,922.48
E 1,579,521.07
4795.5
4796.0
4796.5 4797.5
4795.
5
4796.0
4796.5
4797.0
4798.0
4798.5
4795.
0
479
7
.
5
48
0
0
.
0
4
7
9
3
.
5
47
9
4
.
0
47
9
4
.
5
479
5
.
5
479
6
.
0
47
9
6
.
5
47
9
7
.
0
479
8
.
0
479
8
.
5
479
9
.
0
47
9
9
.
5
48
0
0
.
5
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
MATERIAL/ACTIVITY TYPE OF INSPECTION C/P
*EXTENT/REFERENCE INSP
INITIALS
SCHEDULE OF SPECIAL INSPECTIONS
APPLICABLE TO THIS PROJECT
INSP
DATE
EARTHWORK
Site preparation (building)
Fill material (building)
Fill compaction (building)
Excavation
Foundation sub-grade
Field testing and inspection
Review submittals, field testing and inspection
In-place density tests, lift thickness
Field inspection and verification of proper depth
Field Review; IBC 1705.6
Field Review; IBC 1705.6
Field Review; IBC 1705.6
Field Review; IBC 1705.6
Field Review; IBC 1705.6
P
P
P
P
C
Field inspection of foundation subgrade prior to
placement of concrete
DEEP FOUNDATION ELEMENTS
Materials
Test piles
Installation
Load test
Review product, sizes, and lengths
Monitor driving of test piles
Monitor drilling, placement, plumb, driving of
piles, including recording blows per foot, cut off,
and tip elevation
Monitor pile load test
C
Field Review; IBC 1705.8, .9 or .10
Field Review; IBC 1705.2, 1705.3, 1705.7
Field Review; IBC 1705.8, .9 or .10
C
C
C
Submittal and Field Review;
IBC1705.7, 1705.8, 1705.9
CONCRETE
Materials
Formwork installation
Concreting operations and placement
Concrete curing
Concrete strength
Review product supplied versus certificates of
compliance and mix design
Field inspection of placement
Field inspection
Field inspection of placement/sampling
Field inspection of curing process
Evaluation of concrete strength
P
P
Field Review; ACI 318: 6.1.1; IBC 1705.3
C
P
Laboratory Testing; ACI 318: 6.2; IBC 1705.3
Installation of reinforcing steel,
including Pre-stressed tendons and
anchor bolts as well as welding
Field Review; ACI 318: 5.11-13; IBC 1705.3,
1910.9
Field Review; ACI 318: 5.6, 5.8, 5.9-10; ASTM C
172, C 31; IBC 1705.3, 1910.6, 1910.7, 1910.8,
1910.10
Submittal and Field Review; ACI 318:3.5, 3.5.2
3.8.6 & Ch. 7 8.1.3 and 21.2.8; AWS D1.4; IBC
1705.3, 1908.5, 1909.1, 1910.4
Submittal & Field Review; IBC 1705.3; ACI 318:
Ch. 4 and 5; IBC 1904.2, 1910.2, 1903.3
P
PRECAST CONCRETE
Inspection of plant and QC procedures**
Erection and installation
Submittal or Field Review; IBC 1705.3Verify fabrication/QC procedures In-plant
Review submittals and as-built assemblies; Field
inspection of in-place precast
Submittal and Field Review; ACI 318; Ch. 16;
IBC Table 1705.3
MASONRY (Level__
Materials
Strength
Mortar and Grout
Grout space
Mortar, grout, and prism specimens
Welding of reinforcing bars
Pre-stressing force
Protection
Anchorage
Masonry installation
Grouting of pre-stressed tendons
Testing/review of strength
Inspection of proportioning and mixing. Placement
of mortar only.
Verification to ensure compliance
Verification to ensure compliance
Observe Preparation
Inspect condition, size, location, and spacing
Inspection and testing of welds
Verify application and measurement
Inspection of anchorages
Field inspection
Field inspection
; Building Risk Category ) TYPICAL FOR LEVEL B AND RISK CATEGORY I,II,III
Field Review; IBC 1704.5, ACI 530.1; ASCE 6;
Review of products supplied versus certificate of
compliance and material submitted
Submittal & Field Review; ACI 530/ASCE 5; ACI
530.1/ASCE 6; IBC 1705.4, 1708P
C Submittal & Field Review; ACI 530/ASCE 5; ACI
530.1/ASCE 6; IBC 1705.4, 2105.2.2, 2105.3
Field Review; IBC 1705.4; ACI 530/ASCE
5; ACI 530.1/ASCE 6C
Field Review; IBC 1705.4; ACI 530/ASCE
5; ACI 530.1/ASCE 6C
Field Review; IBC 1705.4; ACI 530/ASCE
5;ACI 530.1/ASCE 6; TMS 602P
C
C
C
C
C
C
P
P
P
Field Review; IBC 1704.5; ACI 530/ASCE
5; ACI 530.1/ASCE 6
Field Review; IBC 1705.4; ACI 530/ASCE
5;ACI 530.1/ ASCE 6
Field Review; IBC 1705.4; ACI 530/ASCE
5; ACI 530.1/ASCE 6
Field Review; IBC 1705.4,; ACI 530/ASCE 5;
ACI 530.1/ASCE 6
Field Review; ACI 530.1/ASCE 6, ASCE 6;
IBC 1705.4; ACI 530/ASCE 5
Field Review; ACI 530/ASCE 5; ACI 530.1/ASCE
6; IBC 1705.4
Field Review; ACI 318: 18.18.4; IBC 1705.3
Field Review; ACI 318: 18.20; IBC 1705.3
Grout placement, including pre-stressing
grout
Reinforcement, pre-stressing tendons,
and connections
Inspect procedures for protection during cold and
hot weather
Inspection of placement of masonry and joints
( Periodic after the first 5000sq.ft )
Application of forces for pre-stressed
concrete
STRUCTURAL STEEL
Welds
Cold-formed metal deck – materials
Cold-formed metal deck – installation
Inspection and testing of welds
Review laps and welds
Review welding operation
IBC 1704.2.5, IBC 1704.2.5.1, 1704.2.5.2,
1705.2
P
C
Submittal & Field Review; ASTM AISC 360 A3.5
Field Review; IBC 1705.2.2.1; AWS D1.1, D1.3
Submittal and Field Review; IBC 1705.2.2;
ASTM
IBC 1705.10, 1705.10.2, 1705.10.3
Field review IBC 1705.2.2.2
Material identification markings
Review of Certificate of Compliance
Inspection of insitu high-strength bolts, snug-tight joints,
pre-tensioned and bearing type, and slip connections
Material identification markings and review of
Certificate of Compliance
Inspection of member locations, structural details
for bracing, connections, stiffening
Review of identification markings, certificate of
compliance, and welder certificationsWeld filler materials and welder certs
Structural steel details – installation
Structural steel – materials
Bolts, nuts, washers – installation
Bolts, nuts, and washers – materials
Verify fabrication/QC procedures In-plant inspection of fabrication/quality control
procedures or submit Certificate of Compliance P
P Submittal & Field Review; IBC 1705.2.1,
1705.2.2, 1706; ASTM A6, A568
Submittal & Field Review; IBC 1705.2.1,
1705.2.2, AISC 360
Submittal and Field Review; IBC 1705.2.2,
AWS D1.3
P
P
P
P
P
P
C
C
Submittal & Field Review; IBC 1705.2.1; IBC
1705.2.2; IBC 1706; ASTM; AISC 360, Section A3.3
Submittal & Field Review; IBC 1705.2.1,
1705.2.2;, AISC 360 Section M2.5
Review of identification marking manufacturer’s
certified test results
Cold-formed light frame construction –
welds
Review screw attachment bolting, anchoring hold
downs, bracing, diaphragms, struts
Cold form light frame construction wind
resistance – screws
Cold-formed steel trusses spanning 60’
or greater
Inspection of temporary and
permanent restraints/bracing
Field Review; IBC 1705.10, 1705.10.2,
1705.10.3
WOOD
Joist Hangers – Materials/Installation
High-Load Diaphragms – Installation
Wood Shear Walls–installation
Review manufacturer’s material and test standards
Field Review; IBC 1704.2.5, 1705.5, 1705.2
IBC 1705.5, 1705.5.1
Field Review; IBC1705.10.1
Verify fabrication/QC procedures In-plant inspection of fabrication/quality control
procedures** or submit Certificate of Compliance
Submittal or Field Review; IBC 1704.2.5, 1705.5,
1705.5.2P
Metal plate connected wood/metal
trusses spanning 60’ or more
Review approved submittal and installation of
restraint/bracing P
Field Review; IBC 1711, ASTM D 1761P
C
Review submittal and as-built assemblies; inspection of
sheathing, framing size, nail and staple diameter and
length, number of fastener lines, and fastener spacing.
P
Review nailing, bolting, anchoring, fastening,
Diaphragms, struts, braces, and hold downs when
fasteners are <4" on center.
GENERAL
Pre-construction conference P Scheduled by DCRA with the Contractor
prior to commencement of work
Meeting with Owner, Contractor and Registered Design
Professional to discuss Special Inspection procedures
MATERIAL/ACTIVITY TYPE OF INSPECTION C/P
*EXTENT/REFERENCE INSP
INITIALS
SCHEDULE OF SPECIAL INSPECTIONS
APPLICABLE TO THIS PROJECT
INSP
DATE
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others. Hansen, Allen & Luce,
Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result. Coordinates, dimensions and elevations reflect
design criteria, not as constructed and have not been field verified.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.
NIG SREENE
RECORD DRAWING
These Record Documents have been prepared based on information provided by others.
Hansen, Allen & Luce, Inc. or Hegerhorst Power Engineering, Inc. has not verified the
accuracy and/or completeness of this information and shall not be responsible for any
errors or omissions which may be incorporated herein as a result.