18034-14-090_RP Scherer_EMP Rev 2_20200724 FINAL SIGNED

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EMP Version 2, June 2018   
NORTH CAROLINA BROWNFIELDS PROGRAM 
ENVIRONMENTAL MANAGEMENT PLAN 

This form is to be used to prepare an Environmental Management Plan (EMP) for projects in 
the North Carolina Brownfields Program at the direction of a Brownfields project manager. 

The EMP is a typical requirement of a Brownfields Agreement (BFA).  Its purpose is to clarify 
actions to be taken during the demolition and construction at Brownfields properties in an 
effort to avoid delays in the event of the discovery of new contamination sources or other 
environmental conditions.  The EMP provides a means to document redevelopment plans and 
environmental data for each applicable environmental medium to inform regulatory‐compliant 
decision‐making at the site.  As much detail as possible should be included in the EMP, 
including contingency planning for unknowns.  Consult your project manager if you have 
questions. 

Prospective Developers and/or their consultants must complete and submit this form and all 
pertinent attachments, see checklist below, to their Brownfields project manager prior to any 
earthmoving or other development‐related activities that have the potential to disturb soil at 
the Brownfields Property, including demolition.  For the resultant EMP to be valid for use, it 
must be completed, reviewed by the program, signed by all parties working on the project, 
and approved by the Brownfields project manager.  Failure to comply with the requirements of 
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be 
cause for a reopener   

So that the EMP provides value in protecting brownfields eligibility and public health, the 
preparer shall ensure that the following steps have been completed prior to submitting the 
EMP for review.  Any EMP prepared without completing these steps is premature.   

☐ Site sampling and assessment that meets Brownfields’ objectives is complete and has 
been reviewed and approved by the Brownfields Project Manager. 

X Specific redevelopment plans, even if conceptual, have been developed for the project, 
submitted and reviewed by the Brownfields Project Manager. 

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EMP Version 2, June 2018   
Please submit, along with the completed EMP form, the following attachments, as relevant 
and applicable to the proposed redevelopment:      

X A set of redevelopment plans, including architectural/engineering plans, if available; if 
not conceptual plans may suffice if updated when detailed plans are drafted. 

X A figure overlaying redevelopment plans on a map of the extent of contamination for 
each media. 

x Site grading plans that include a cut and fill analysis. 

N/A A figure showing the proposed location and depth of impacted soil that would remain 
on site after construction grading. 

☐ Any necessary permits for redevelopment (i.e. demolition, etc.). 

☐ A detailed construction schedule that includes timing and phases of construction. 

x Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas, etc.) 
applicable to the proposed redevelopment. 

X Figures with the sampling locations and contamination extents for each impacted media 
applicable to the proposed redevelopment. 

☐ A full final grade sampling and analysis plan, if the redevelopment plan is final. 

☐ If known, information about each proposed potential borrow soil source, such as aerial 
photos, historic site maps, historic Sanborn maps, a site history, necessary for 
brownfields approval. 

☐ Information and, analytical data if required, for quarries, or other borrow sources, 
detailing the type of material proposed for importation to the Brownfields Property. 

☐ A work plan for the sampling and analysis of soil to be brought onto the Brownfields 
Property.  Refer to Issue Resolution 15 in Brownfields Program Guidelines. 

☐ A map of the Brownfields Property showing the location of soils proposed for export 
and sampling data from those areas. 

☐ If a Vapor Mitigation System is required by the Brownfields Program, the Vapor 
Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional 
Engineer.  The VIMS Plan may also be submitted under separate cover. 

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EMP Version 2, June 2018   
GENERAL INFORMATION 

Date: January 13, 2020 Revision Date (if applicable): July 23, 2020. 

Brownfields Assigned Project Name: R.P. Scherer/Catalent. 

Brownfields Project Number: 18034‐14‐090 

Brownfields Property Address: 2021 E. Roosevelt Blvd., Monroe, NC  28110. 

Brownfields Property Area (acres): 9 Acres. 
Is Brownfields Property Subject to RCRA Permit?.......................☐ Yes   X  No 
If yes enter Permit No.: Click or tap here to enter text. 
Is Brownfields Property Subject to a Solid Waste Permit….……..☐ Yes   X  No 
If yes, enter Permit No.: Click or tap here to enter text. 

COMMUNICATIONS 

A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers 
that may be exposed to site vapors, soil, groundwater, and/or surface water.  Additionally, a copy of the 
EMP shall be maintained at the Brownfields Property during redevelopment activities.  NOTE, THE EMP 
DOES NOT TAKE THE PLACE OF A SITE‐SPECIFIC HEALTH AND SAFETY PLAN. 

Prospective Developer (PD): Mac, LLC.   
Contact Person: William MacTaggart.  
Phone Numbers:   Office: 704‐282‐4424. Mobile: 704‐661‐3495.   
Email: [e-mail].   

Contractor for PD: Mac, LLC.   
Contact Person: William MacTaggart 
Phone Numbers:   Office: 704‐282‐4424. Mobile: 704‐661‐3495.   
Email: [e-mail].    

Environmental Consultant: Harmon Environmental, PA     
Contact Person: Richard L. Harmon, P.G.. 
Phone Numbers:   Office: 704‐292‐4527 Mobile: 704‐292‐4527.   
Email: [e-mail].  

Brownfields Program Project Manager:  Joselyn Harriger. 
Phone Numbers:   Office: 704‐235‐2195. Mobile: 704‐431‐9825.   
Email: [e-mail]   

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, 

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EMP Version 2, June 2018   
Hazardous Waste, Solid Waste):  
Inactive Hazardous Sites Branch  
Project Manager:  Collin Day  
Office Phone Number:  (336) 776‐9675 

NOTIFICATIONS TO THE BROWNFIELDS PROGRAM   

Written advance Notification Times to Brownfields Project Manager: Check each box to accept 
minimum advance notice periods (in calendar days) for each type of onsite task: 

On‐site assessment or remedial activities:……………………………………….…… 10 days Prior        X  

Construction or grading start:……………………………………….………………………. 10 days Prior       X

Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously 
unknown contamination: ……………………………….……………………………………. Within 48 hours   X 

Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in 
area of contamination, ventilation of work zones):…………….……….……… Within 48 hours  X 

Installation of mitigation systems:………………………….………………….……….. 10 days Prior         X 

Other notifications as required by local, state or federal agencies to implement redevelopment 
activities: (as applicable): ……………………….…………………………………………..… Within 30 days     X  

REDEVELOPMENT PLANS 

1) Type of Redevelopment (check all that apply): 
☐Residential  ☐Recreational  ☐Institutional  ☐Commercial  ☐Office  ☐Retail  X Industrial 
☐Other specify: 
Click or tap here to enter text. 

2) Check the following activities that will be conducted prior to commencing earth‐moving activities 
at the site: 
X Review of historic maps (Sanborn Maps, facility maps) 
   Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility 
lines, etc. 
X Interviews with employees/former employees/facility managers/neighbors 

3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if 
detailed plans are not available. EMP review without such information would be premature): 
  Provide brief summary of redevelopment plans, including demolition, removal of building 

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EMP Version 2, June 2018   
slabs/pavement, grading plans and planned construction of new structures:  
Mac LLC propose to construct an approximately 20,000 Square foot slab on grade metal building 
in the parking area east of the existing structure.  Detailed plans are attached.  To complete this 
task, the asphalt parking surface at the location of the proposed building will be removed and 
transported off‐site to an asphalt recycling facility in Monroe, North Carolina.  Following removal 
of the asphalt, approximately 76 cubic yards of soil or gravel will be imported from off‐site for 
leveling the surface beneath the slab.  Soil excavated from the building footings (approximately 
54 cubic yards will also be used of this backfill process.  Following leveling the site, a slab on‐
grade steel structure will be constructed.   

4) Do plans include demolition of structure(s)?: 
   ☐ Yes  X No ☐ Unknown  
☐ If yes, please check here to confirm that demolition will be conducted in accordance with 
applicable legal requirements, including without limitation those related to lead and asbestos 
abatement that are administered by the Health Hazards Control Unit within the Division of Public 
Health of the North Carolina Department of Health and Human Services.  If available, please 
provide a copy of your demolition permit.  

5) Are sediment and erosion control measures required by federal, state, or local regulations? 
  X Yes      No    ☐ Unknown  
X  If yes, please check here to confirm that demolition will be conducted in accordance with 
applicable legal requirements.  If soil disturbance is necessary to install sediment and erosion 
control measures, they may not begin until this EMP is approved.    [See Sheet C‐1 of attached 
Plans] 

6) Which category of risk‐based screening level is used or is anticipated to be specified in the 
Brownfields Agreement?  Note: If children frequent the property, residential screening levels shall 
be cited in the Brownfields Agreement for comparison purposes. 
☐ Residential   X Non‐Residential or Industrial/Commercial 

7) Schedule for Redevelopment (attach construction schedule): 
a) Construction start date: August 1, 2020  
b) Anticipated duration (specify activities during each phase):  
1 year.  Removal of Asphalt, Placement of Fill, Construction of Building, and Installation of 
Utilities. 

c) Additional phases planned? ☐ Yes  X No    
  If yes, specify the start date and/or activities if known:  
Start Date:  . 
    Planned Activity: 
Click or tap here to enter text. 

Start Date:  Click or tap to enter a date. 

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EMP Version 2, June 2018   
    Planned Activity: 
Click or tap here to enter text. 

Start Date: Click or tap to enter a date. 
    Planned Activity: 
Click or tap here to enter text. 

d) Provide the planned date of occupancy for new buildings: Click or tap to enter a date.

CONTAMINATED MEDIA 

1) Contaminated Media on the Brownfields Property 
Part 1. Soil:……………………………………….……………. ☐  Yes   X No   ☐ Suspected   
Part 2. Groundwater:.……………………….……..……. X  Yes   ☐ No   ☐ Suspected   
Part 3. Surface Water:.……………...……..…………… ☐  Yes   X No   ☐ Suspected   
Part 4. Sediment:.……………...……..…………………… ☐  Yes   X No   ☐ Suspected   
Part 5. Soil Vapor:…..…………...……..…………………. ☐  Yes   ☐ No   X  Suspected   
Part 6. Sub‐Slab Soil Vapor:……...……..…………….. ☐  Yes   X  No       Suspected 
Part 7. Indoor Air:...……..…………………………………. ☐  Yes   X  No   ☐ Suspected 

2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data 
summaries for each impacted media and figure(s) with sample locations.  

PART 1. Soil – Please fill out the information below, using detailed site plans, if available, or estimate 
using known areas of contaminated soil and a conceptual redevelopment plan.  Provide a figure 
overlaying new construction onto figure showing contaminated soil and groundwater locations.

1) Known or suspected contaminants in soil (list general groups of contaminants): 
Reviewing site assessment reports from 1993 and 1995 available on NCDEQ’s online file 
system, contamination at the site was confined to the west and northwest of the building.  
Contaminated soils were excavated and disposed off site in 1992; the contaminated soils were 
located north of the building, several hundred feet west and downgradient of the proposed 
new construction.  Monitor well 7 is located between the proposed development area and the 
contaminated soils.  Based on the 2013 Annual Groundwater Remediation Monitoring Report, 
dated April 2014, VOCs have historically detected in this well in excess of the Groundwater 
Standards on one occasion over 19 years.  Tetrachloroethene was detected in August 1999 at a 
concentration of 1.5 micrograms per liter (µg/L).   Additionally, historic site assessment has 
established groundwater flow direction to be toward the north‐northeast away from the 
proposed new building and active groundwater remediation is augmenting this flow. 

2) Depth of known or suspected contaminants (feet): 

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EMP Version 2, June 2018   
None  

3) Area of soil disturbed by redevelopment (square feet): 
Approximately 20,000 Square feet  

4) Depths of soil to be excavated (feet): 
Footings (not to exceed 3 feet) and utilities trenches located south of the existing structure 
(not to exceed 3 feet) 

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): 
Based on the attached grading plan, approximately 54 cubic yards will be excavated to install 
the footings to depths of 2 feet each. (See Attachment A).   This soil will be incorporated into 
the fill material used to level the site prior to constructing the pad.  Based on the attached 
drawings, approximately 76 cubic yards of soil and/or gravel will be imported from off‐site to 
compete the fill process.  If soil is used, it will either be acquired from the DEQ approved 
sources at the Vulcan facility on Nations Ford Road in Charlotte, North Carolina; from the 
approved sources at the Martin Marietta facility on Beatties Ford Road in Charlotte, North 
Carolina, or acquired from a pre‐sampled and pre‐approved local source.  If gravel is used it 
will be acquired from the Martin Marietta Quarry in Bakers, North Carolina.   

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:             
none  

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:   
none  

Part 1.A. MANAGING ONSITE SOIL 
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields 
Property, or otherwise disturbed during site grading or other redevelopment activities, please 
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are 
acceptable, if only preliminary data available).   

1) HAZARDOUS WASTE DETERMINATION:  
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous 
Waste Section under 40 CFR Part 261.31‐261.35?....................................... ☐Yes   X No 
☐ If yes, explain why below, including the level of knowledge regarding processes 
generating the waste (include pertinent analytical results as needed). 
Click or tap here to enter text. 

☐ If yes, do the soils exceed the “Contained‐Out” levels in Attachment 1 of the 
North Carolina Contained‐In Policy?................................................. ☐ Yes   ☐ No 

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EMP Version 2, June 2018   
b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS 
THE CONTAINED‐OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA 
CONTAINED‐IN POLICY THE SOIL MAY NOT BE RE‐USED ON SITE AND MUST BE 
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND 
REGULATIONS.     
c)  Does the soil contain a CHARACTERISTIC WASTE?.................................... ☐ Yes   X  No 
☐ If yes, mark reason(s) why below (and include pertinent analytical results). 
☐ Ignitability  Click or tap here to enter text.               
☐ Corrosivity Click or tap here to enter text. 
☐ Reactivity Click or tap here to enter text. 
☐ Toxicity Click or tap here to enter text. 
☐ TCLP results Click or tap here to enter text. 
☐ Rule of 20 results (20 times total analytical results for an individual 
hazardous constituent on TCLP list cannot, by test method, exceed regulatory 
TCLP standard)   
Click or tap here to enter text. 

☐ If no, explain rationale:  
Assessment and remediation activities began at the site in the early 1990’s in 
conjunction with UST removal activities.  These activities were conducted 
several hundred feet to the west and northwest of the proposed building.  
During these early remediation activities, approximately 1,200 cubic yards of 
tetrachloroethene impacted soil was excavated and stockpiled in the field at 
the west end of the site.  This excavated material was subsequently 
appropriately disposed of ‐site.  Subsequent historic investigations have not 
indicated the presence of soil contamination at the site.   No soil samples have 
been collected at the location of the proposed building, on October 2, 2019, 
Harmon Environmental, PA conducted a Soil Vapor Sampling event within the 
footprint of the proposed building.  As indicated in Table 3 of this report (See 
Attachment B), detected concentrations of targeted compounds were below 
the Non‐Residential Vapor Intrusion Screening Levels published by the DEQ in 
February 2018.  

d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE 
SOIL MAY NOT BE RE‐USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE 
WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 

2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in 
place with low permeability barrier, removed to onsite location and capped, removed offsite): 
      ☐ Preliminary Health‐Based Residential SRGs  

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EMP Version 2, June 2018   
      X Preliminary Health‐Based Industrial/Commercial SRGs  
           X Division of Waste Management Risk Calculator (For Brownfields Properties Only) 
    ☐ Site‐specific risk‐based cleanup level. Please provide details of methods used for 
determination/explanation.  
Click or tap here to enter text. 

Additional comments:  
The assessment and remediation records for the R.P. Scherer facility are available on the DEQ 
Laserfiche site.  Based on these files, no soil samples have been collected from the proposed 
building location.  Harmon Environmental, PA has conducted a limited soil gas survey in the 
area.  While the results of the soil gas survey do not indicate the presence of significant VOC 
impacted soil or groundwater, it does not mean soil contamination is not present.  As a result, 
in the event impacted soil is discovered during this project, samples will be collected and 
analyzed in accordance with Item 3. below.  The analytical results associated with these 
samples would be used to determine options.     

3) If known impacted soil is proposed to be reused within the Brownfields Property Boundary, 
please check the measures that will be utilized to ensure safe placement and documentation of 
same.   Please attach a proposed location diagram/site map.        
X Provide documentation of analytical report(s) to Brownfields Project Manager 
X Provide documentation of final location, thickness and depth of relocated soil on site map to 
Brownfields Project Manager once known 
☐ Geotextile to mark depth of fill material.  
Provide description of material:  

X Manage soil under impervious cap ☐  or clean fill ☐  
X Describe cap or fill:  
In the event impacted soil is discovered and following appropriate sampling as describe 
below, with the consent of the Brownfields Program, this soil may potentially be capped on 
site under the asphalt parking area.. 

x Confer with NC BF Project Manager if Brownfield Plat must be revised (or re‐recorded if 
actions are Post‐Recordation).         
☐ GPS the location and provide site map with final location. 
☐ Other. Please provide a description of the measure:  

4) Please describe the following action(s) to be taken during and following excavation and 
management of site soils: 
Click or tap here to enter text. 

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Management of fugitive dust from site 
X Yes, describe the method will include: 
Water mist will be used to control dust, if necessary.  

☐ No, explain rationale: 
Click or tap here to enter text. 

Field Screening of site soil 
  Yes, describe the field screening method, frequency of field screening, person conducting 
field screening:  

X No, explain rationale:    

Harmon Environmental, PA personnel will be on‐site and observe the excavation process 
for both the footings and the utility trenches.  In the event stained soils, strong odors, or 
unexpected discoveries (i.e. tanks, drums, etc.) are encountered, excavation in this portion 
of the site will be temporarily halted while the DEQ is notified of a newly identified area of 
concern in accordance with the Notification Section above and the discovery will be 
assessed via sampling.  Following sampling should contamination be detected the 
impacted soil will be stockpiled in accordance with NCBP Diagram for Temporary 
Containment of Impacted or Potentially Impacted Soil and disposed of appropriately off‐
site.  In the event impacted soil encountered extends beyond the limits of the proposed 
excavation(s), The excavation(s) will be lined with geotextile fabric prior to installing the 
backfill material.   

Soil Sample Collection 
 Yes, describe the sampling method (e.g., in‐situ grab, composite, stockpile, etc.):  

X No, explain rationale:  
Harmon Environmental, PA personnel will be on‐site and observe the excavation process 
for both the footings and the utility trenches.  In the event stained soils, strong odors, or 
unexpected discoveries (i.e. tanks, drums, etc.) are encountered, excavation in this 
portion of the site will be temporarily halted while the discovery is assessed via sampling.   
The DEQ will be notified in accordance with the Notification Section of this Plan.  Grab soil 
samples will be collected to both determine the contaminate present and to define the 
portion of each excavation impacted by the discovery.   

If soil samples are collected for analysis, please check the applicable chemical analytes: 
X Volatile organic compounds (VOCs) by EPA Method 8260 
X Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 

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X Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium 
and silver): Specify Analytical Method Number(s): 
Click or tap here to enter text.

☐ Pesticides: Specify Analytical Method Number(s):  
Click or tap here to enter text.

☐ PCBs: Specify Analytical Method Number(s):  
Click or tap here to enter text.

☐ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, 
Herbicides, etc.): Specify Analytical Method Number(s): 
Hexavalent Chromium by SW 846 Method 7199A.

X Check to confirm that stockpiling of known or suspected impacted soils will be conducted in 
accordance with Figure 1 of this EMP.  Stockpile methodology should provide erosion 
control, prohibiting contact between surface water/precipitation and contaminated soil, 
and preventing contaminated runoff.  Explain any variances or provide additional details as 
needed: 

☐ Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or 
permanent hardscape). Select chemical analyses for final grade samples with check boxes 
below (Check all that apply): 
☐ Volatile organic compounds (VOCs) by EPA Method 8260 
☐ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, 
selenium and silver): Specify Analytical Method Number(s): 
Click or tap here to enter text.

☐ Pesticides: Specify Analytical Method Number(s):    
Click or tap here to enter text.

☐ PCBs: Specify Analytical Method Number(s):  
Click or tap here to enter text.

☐ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent 
Chromium, Herbicides, etc.):  
Click or tap here to enter text.

Please provide a scope of work for final grade sampling, including a diagram of soil 
sampling locations, number of samples to be collected, and brief sampling methodology.  
Samples should be collected from 0‐2 ft below ground surface, with the exception of VOCs 
which should be taken from 1‐2 ft below ground surface.  Alternatively, a work plan for 
final grade sampling may be submitted under separate cover. 
The proposed disturbed area will be covered with concrete and asphalt. (see Site Plans in 

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Attachment C) 

X If final grade sampling was NOT selected please explain rationale: 
Historic site uses did not indicate a potential concern, and available soil gas data does not 
indicate a significant source in the area of the proposed development.  Unless new releases 
are identified during construction, final grade sampling is not proposed.   

Part 1.B. IMPORTED FILL SOIL 

NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL 
FROM THE BROWNFIELDS PROGRAM.  According to the Brownfields IR 15, “Documenting 
imported soil (by sampling, analysis, and reporting in accordance with review and written 
approval in advance by the Brownfields Program), will safeguard the liability protections provided 
by the brownfields agreement and is in the best interest of the prospective developer/property 
owner.” 

Requirements for importing fill: 

1) Will fill soil be imported to the site?................................................ X Yes  ☐ No  Unknown 

2) If yes, what is the estimated volume of fill soil to be imported?  
Approximately 76 Cubic Yards. 

3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range 
of depths, please list the range.) 
Existing grade slopes gently to the northeast.  The fill will be approximately 0.5 feet thick in the 
southwest corner of the proposed building up to 5.5 feet thick in the northeast corner of the 
proposed building.  Approximately 54 cubic yards of material will be excavated from the proposed 
footings and reused as fill material.  The remainder (approximately 76 cubic yards will be 
imported from off‐site source. 

4) Provide the source of fill, including: location, site history, nearby environmental concerns, 
etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history: 
If fill soil is utilized, it will either be acquired from the pre‐approved NCDEQ Brownfields sources 
at the Vulcan Materials Facility on Nations Ford Road in Charlotte , from the pre‐approved NCDEQ 
Brownfields sources at the Martin Marietta facility on Beatties Ford Road in Charlotte, or from a 
pre‐sampled, pre‐approved local source.   If gravel is used to complete the backfill beneath the 
slab, the aggregate will be acquired from the Martin Marrietta Quarry in Bakers North Carolina.  
Any fill material imported to the site will be from virgin undisturbed land, and not part of a 
recycling program at the quarry. 

5) Please check the applicable chemical analytes for fill soil samples.  (Check all that apply): 
X Volatile organic compounds (VOCs) by EPA Method 8260D 

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X Semi‐volatile organic compounds (SVOCs) by EPA Method 8270E 
X Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium 
and silver): Specify Analytical Method Number(s): 
SW‐846 Method 6010C.

☐ Pesticides: Specify Analytical Method Number(s):    
Click or tap here to enter text.

☐ PCBs: Specify Analytical Method Number(s):  
Click or tap here to enter text.

X Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, 
Herbicides, etc.):  
Hexavalent Chromium by SW‐846 Method 7199A.

6) The scope of work for import fill sampling may be provided below or in a Work Plan 
submitted separately for DEQ review and approval.  Attach specific location maps for in‐situ 
borrow sites.  If using a quarry, provide information on the type of material to be brought 
onto the Brownfields Property. 
In the event MAC LLC opts to utilize fill soil from a permitted quarry that is not pre‐approved by 
the NCDEQ Brownfields, a Work Plan will be submitted under separate cover.  This proposed plan 
will include the location of the proposed fill source and analytical data for the DEQ’s review and 
approval. 

Part 1.C. EXPORTED SOIL 

NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE 
BROWNFIELDS PROGRAM.  FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS 
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM, 
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO 
ENFORCEMENT.  JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN 
WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES.  Please refer to Brownfields IR 15 for 
additional details.  

1) If export from a Brownfields Property is anticipated, please provide details regarding the 
proposed export actions.  Volume of exported soil, depths, location from which soil will 
be excavated on site, related sampling results, etc. Provide a site map with locations of 
export and sampling results included. 
No excess soil is anticipated to be exported from the site during this project.  However, in the 
event export is necessary, the soil will be transported to a Subtitle D Landfill or used on site in 
accordance with Part 1. A.. 

2) To what type of facility will the export Brownfields soil be sent?  
☐ Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by 
landfill) 

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☐ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be 
determined by the accepting Landfill;  
☐ Landfarm or other treatment facility  
☐ Use as fill at another suitable Brownfields Property – determination that a 
site is suitable will require, at a minimum, that similar concentrations of the same or 
similar contaminants already exist at both sites, use of impacted soil will not increase 
the potential for risk to human health and the environment at the receiving Brownfields 
property, and that a record of the acceptance of such soil from the property owner of 
the receiving site is provided to Brownfields.  Please provide additional details below.  
☐ Use as Beneficial Fill off‐site at a non‐Brownfields Property ‐ Please provide 
documentation of approval from the property owner for receipt of fill material.  This will 
also require approval by the DEQ Solid Waste Section.  Additional information is 
provided in IR 15.  Please provide additional details below.  

3) Additional Details: (if transfer of soil to another property is requested above, please provide 
details related to the proposed plans). 
Click or tap here to enter text. 

Part 1.D. MANAGEMENT OF UTILITY TRENCHES 

☐ Install liner between native impacted soils and base of utility trench before filling with clean fill 
(Preferred) 

X Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a 
hazardous waste), i.e., impacted soils are placed back at approximately the depths they 
were removed from such that impacted soil is not placed at a greater depth than the original 
depth from which it was excavated. 

☐ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport, 
and/or degradation of conduit materials due to direct impact with contaminants? 
☐ If yes, provide specifications on barrier materials: 
Click or tap here to enter text. 

X If no, include rationale here: 
Utility trenches are planned for the un‐impacted portion of the site. . 

Other comments regarding managing impacted soil in utility trenches:  
Click or tap here to enter text. 

PART 2. GROUNDWATER – Please fill out the information below. 

1) What is the depth to groundwater at the Brownfields Property? 

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20 to 25 feet. 

2) Is groundwater known to be contaminated by ☐onsite  ☐offsite   Xboth or ☐unknown sources?  
Describe source(s):  
historic on‐site activities.  As indicated in the attached Figure 4 (Attachment D) from the Rogers 
Callcott April 2019 Report the current groundwater contamination extends from the northern 
side of the on‐site access road north of the existing structure across Hasty Road onto the Tyson 
property.  Detailed reports are available in the DEQ Laserfiche files. 

3) What is the direction of groundwater flow at the Brownfields Property?  
North. 

4) Will groundwater likely be encountered during planned redevelopment activities?    
☐Yes    XNo  
If yes, describe these activities: 
Click or tap here to enter text. 

Regardless of the answer; in the event that contaminated groundwater is encountered 
during redevelopment activities (even if no is checked above), list activities for contingent 
management of groundwater (e.g., dewatering of groundwater from excavations or 
foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or 
sampling procedures).  
In the event groundwater in encountered, during redevelopment activities, the water will be 
containerized, and sampled for the volatile organic compounds by SW‐846 Method 8260D; 
semi‐volatile organic compounds by SW‐846 Method 8270E BN/A, RCRA Metals by SW‐846 
Method 6010C and; Hexavalent Chromium by SW‐846 Method 7199A.  Based on the results of 
this analysis, the water will be either discharged to the municipal POTW or disposed of via an 
approved off‐site disposal facility. 

5) Are monitoring wells currently present on the Brownfields Property?.................XYes   ☐No    
If yes, are any monitoring wells routinely monitored through DEQ or other 
agencies?..................................................................................................................XYes   ☐No  

6) Please check methods to be utilized in the management of known and previously 
unidentified wells.   
☐ Abandonment of site monitoring wells in accordance with all applicable regulations.  It 
is the Brownfields Program’s intent to allow proper abandonment of well(s) as 
specified in the Brownfields Agreement, except if required for active monitoring 
through another section of DEQ or the EPA.   
X Location of existing monitoring wells marked 
X Existing monitoring wells protected from disturbance  
X Newly identified monitoring wells will be marked and protected from further 
disturbance until notification to DEQ Brownfields can be made and approval for 
abandonment is given. 

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7) Please provide additional details as needed:   

Please note, disturbance of existing site monitoring wells without approval by DEQ is not 
permissible.  If monitoring wells are damaged and/or destroyed, DEQ may require that the PD 
be responsible for replacement of the well.   

PART 3. SURFACE WATER ‐Please fill out the information below. 
1) Is surface water present at the property?  ☐ Yes X No 
2) Attach a map showing the location of surface water at the Brownfields Property. 
3) Is surface water at the property known to be contaminated? ☐ Yes  X No 
4) Will workers or the public be in contact with surface water during planned redevelopment 
activities?    ☐ Yes  X No 
5) In the event that contaminated surface water is encountered during redevelopment 
activities, or clean surface water enters open excavations, list activities for management of 
such events (e.g. flooding, contaminated surface water run‐off, stormwater impacts): 
In the event clean stormwater accumulates in the active construction area, construction will be 
delayed until the water has either infiltrated or evaporated.  In the event impervious surfaces 
impeded this approach, accumulated water will be managed through the sites sediment and 
erosion control plan developed to comply with Monroe stormwater regulations. 

PART 4. SEDIMENT – Please fill out the information below. 

1) Are sediment sources present on the property?  ☐ Yes  X No 

2) If yes, is sediment at the property known to be contaminated: ☐ Yes  ☐ No 

3) Will workers or the public be in contact with sediment during planned redevelopment 
activities?   ☐ Yes ☐ No 

4) Attach a map showing location of known contaminated sediment at the property. 

5) In the event that contaminated sediment is encountered during redevelopment activities, list 
activities for management of such events (stream bed disturbance): 
Not Applicable. 

Click or tap here to enter text. 

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PART 5.  SOIL VAPOR – Please fill out the information below. 

1) Do concentrations of volatile organic compounds at the Brownfields property exceed the 
following vapor intrusion screening levels (current version) in the following media: 
IHSB Residential Screening Levels: 
Soil Vapor:………..☐ Yes X  No  ☐ Unknown 
Groundwater:.….X Yes ☐ No ☐ Unknown 
IHSB Industrial/Commercial Screening Levels: 
Soil Vapor:………..☐ Yes X  No ☐ Unknown 
Groundwater:…..X Yes ☐ No ☐ Unknown 
2) Attach a map showing the locations of soil vapor contaminants that exceed site 
screening levels.  [See Attached Figure 4 from Rogers & Callcott April 2019 Report Wells 
MW‐2, MW‐3, MW‐4, MW‐5, PZ‐1 and RW‐2A]  
3) If applicable, at what depth(s) is soil vapor known to be contaminated?  

4) Will workers encounter contaminated soil vapor during planned redevelopment activities? 
  ☐ Yes  X  No ☐ Unknown 
5) In the event that contaminated soil vapor is encountered during redevelopment activities 
(trenches, manways, basements or other subsurface work,) list activities for management 
of such contact:  
As trenches, footings and any other planned subsurface work is undertaken, Harmon 
Environmental, PA personnel will monitor the site in accordance with the Site‐Specific Health 
and Safety Plan prepared in accordance with 29 CFR 1910.120.  In the event action is 
warranted, engineered solutions (i.e fans, relocation of the proposed excavation, etc.) will be 
implemented.  The NCDEQ Brownfields will be notified if changes in site conditions occur.  

PART 6.  SUB‐SLAB SOIL VAPOR – Please fill out the information below if existing buildings or 
foundations will be retained in the redevelopment. 
1) Are sub‐slab soil vapor data available for the Brownfields Property? X  Yes   ☐ No   ☐ Unknown 
2) If data indicate that sub‐slab soil vapor concentrations exceed screening levels, attach a map 
showing the location of these exceedances. 
3) At what depth(s) is sub‐slab soil vapor known to be contaminated? ☐0‐6 inches ☐Other, please 
describe:   
Both the recent Soil Vapor Sampling Report results and the Sub‐Slab Vapor Samples associated 
with the existing structure (See Table 3 from Sub‐Slab Vapor Samples collected February 6, 2015 
in Attachment E) did not detect targeted compounds at concentrations exceeding the Non‐
See Attached Table 3 in Attachment B.  As indicated in this table, the detected concentrations of 
targeted compounds are below the Non‐Residential Standards. 

18 
EMP Version 2, June 2018   
Residential Vapor Intrusion Screening Levels (February 2018).. 

4) Will workers encounter contaminated sub‐slab soil vapor during planned redevelopment 
activities? ☐ Yes   X  No   ☐ Unknown 
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list 
activities for management of such contact 
As redevelopment activities are undertaken and the potential for soil vapor exposure is present, 
Harmon Environmental, PA personnel will monitor the site in accordance with the Site‐Specific 
Health and Safety Plan prepared in accordance with 29 CFR 1910.120.  In the event action is 
warranted, engineered solutions (i.e fans, etc.) will be implemented.  The NCDEQ Brownfields 
will be notified if changes in site conditions occur. 

PART 7. INDOOR AIR – Please fill out the information below. 

1) Are indoor air data available for the Brownfields Property? ☐ Yes   X  No   ☐ Unknown 
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels. 
3) If the structures where indoor air has been documented to exceed risk‐based screening levels will 
not be demolished as part of redevelopment activities, will workers encounter contaminated 
indoor air during planned redevelopment activities? ☐ Yes   ☐ No   ☐ Unknown 
4) In the event that contaminated indoor air is encountered during redevelopment activities, list 
activities for management of such contact: 

VAPOR INTRUSION MITIGATION SYSTEM – Please fill out the information below. 
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property? 
☐ Yes   X  No   ☐ Unknown 
If yes, ☐ VIMS Plan Attached or ☐ VIMS Plan to be submitted separately   
If submitted separately provide date:  
Click or tap here to enter text. 

VIMS Plan shall be signed and sealed by a NC Professional Engineer 

If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:  
Historic site assessment activities indicate groundwater impacts on the site are limited to the 
northern side of the existing building.  This plume is contained by a groundwater recovery and 
treatment system that discharges the treated groundwater to the POTW via a sewer located on the 
This is not applicable as there is no structure currently present on this portion of the property. 

19 
EMP Version 2, June 2018   
north and west side of the facility.  Soil Vapor Samples collected from three locations within the 
proposed building foot print did not indicate the presence of targeted compounds at 
concentrations exceeding the Non‐Residential Vapor Intrusion Screening Levels, and 2015 Sub‐Slab 
Air samples collected from the existing building (Closer to the plume than the planned building) 
also did not exceed the Non‐Residential Vapor Intrusion Screening Levels  (See Attached Reports 
Figures and Tables).  Proposed utility trenches associated with this project are located to the south 
side of the existing structure well clear of the documented groundwater contamination on‐site.  
Based on these data, a vapor mitigation plan is not warranted at this time. 

CONTINGENCY PLAN – encountering unknown tanks, drums, or other waste materials 

In this section please provide actions that will be taken to identify or manage unknown 
potential new sources of contamination.   During redevelopment activities, it is not uncommon 
that unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered.  
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other 
officials, as necessary and appropriate, is required when new potential source(s) of 
contamination are discovered.  These Notification Requirements were outlined on Page 1 of this 
EMP.   

Should potentially impacted materials be identified that are inconsistent with known site 
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be 
prepared based on the EMP requirements and site‐specific factors.  Samples will generally be 
collected to document the location of the potential impacts.   

Check the following chemical analysis that are to be conducted on newly identified releases: 
X  Volatile organic compounds (VOCs) by EPA Method 8260D 
X  Semi‐volatile organic compounds (SVOCs) by EPA Method 8270E 
X  Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and 
silver) 
SW‐846 Method 6010C. 

☐ Pesticides: Specify Analytical Method Number(s):  
Click or tap here to enter text.

☐ PCBs: Specify Analytical Method Number(s):  
Click or tap here to enter text.

X Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.) 
Please note, if field observations indicate the need for additional analyses, they should 
be conducted, even if not listed here.  
Hexavalent Chromium by SW‐846 Method 7199A.

Please provide details on the proposed methods of managing the following commonly 

20 
EMP Version 2, June 2018   
encountered issues during redevelopment of Brownfields Properties. 
Unforeseen conditions will be handled on a case‐by‐case basis and Brownfields will be notified in 
accordance with the Notifications page. 

Underground Storage Tanks:  
In the event underground storage tanks (USTs) or impacts associated with USTs are discovered at 
the site during the redevelopment activities, the UST or UST related impacts will be addressed 
through the Brownfields Program.  DEQ Brownfields will be notified within 48‐hours of discovery.  
If an unknown UST is encountered, the UST will be removed if possible and the UST will be 
transported off‐site for disposal or recycling at a suitable facility.  If the UST contents are 
unknown residual fluids, the contents will be sampled for volatile organic compounds, semi‐
volatile organic compound and RCRA Metals and transported off‐site of disposal at a suitable 
facility based on the analytical data prior to removing the UST from the ground.  If a UST is 
encountered and cannot be removed, it may be abandoned in‐place with prior DEQ approval and 
construction will proceed.  The UST will be filled with concrete to prevent fluid accumulation and 
impacted soil in the vicinity of the UST will be managed in accordance with the Managing On‐Site 
Soil section outlined above.    Confirmation soil samples will be collected and analyzed in 
accordance with the UST Section Guidelines. 

Sub‐Grade Feature/Pit: 
If a sub‐grade feature or pit is encountered, it will be removed, if possible and will be 
transported off‐site for disposal or recycling at a suitable facility.   If a sub‐grade feature or pit is 
encountered and cannot be removed, it will be filled with soil or suitable fill and construction 
will proceed.  Where appropriate, the bottom may be penetrated before backfilling to prevent 
fluid accumulation.  If the pit has waste in it, the waste will be set aside in a secure area and will 
be sampled for waste disposal purposes for TCLP volatile organic compounds, TCLP Semi‐volatile 
organic compounds, and TCLP RCRA Metals for disposal at a permitted facility or the waste will 
be managed in accordance with the Managing On‐Site Soils section outlined above, whichever is 
most applicable based on the type of waste present,  If the pit must be removed ant the 
observed waste characteristics indicate the pit material (i.e. concrete or brick) may potentially 
be contaminated, the pit material may be sampled and analyzed by methods specified by the 
disposal facility.  Confirmation sampling will be performed.  If any portion of the structure 
remains, it will be documented on the plat. 

Buried Waste Material: 
In the event buried waste is encountered during redevelopment activities, the NC DEQ 
Brownfields Project Manager will be notified within 48‐hours of discovery.  Discovered waste 
material will be excavated and stockpiled on site pending sampling to determine appropriate 
off‐site disposal.    The analytical methods utilized will be based on the requirements of the 
selected disposal facility.  Following removal of buried waste material, the base and side walls 
of the excavation will be sampled in accordance with the On‐Site Soils section of this Plan prior 
to continuing construction activities.  

21 
EMP Version 2, June 2018   
Re‐Use of Impacted Soils On‐Site: 
Impacted soils will not be reused on this project site.  

If unknown, impacted soil is identified on‐site, management on‐site can be considered after the 
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields 
Project Manager approval prior to final placement on‐site.  

If other potential contingency plans are pertinent, please provide other details or scenarios as 
needed below: 
Click or tap here to enter text. 

POST‐REDEVELOPMENT REPORTING 

X   Check this box to acknowledge that a Redevelopment Summary Report will be required for the 
project.  If the project duration is longer than one year, an annual update is required and will be 
due by January 31 of each year, or 30 days after each one‐year anniversary of the effective date of 
this EMP (as agreed upon with the Project Manager).  These reports will be required for as long as 
physical redevelopment of the Brownfields Property continues, except that the final 
Redevelopment Summary Report will be submitted within 90 days after completion of 
redevelopment.  Based on the estimated construction schedule, the first Redevelopment Summary 
Report is anticipated to be submitted on January 31, 2021. 

The Redevelopment Summary Report shall include environment‐related activities since the last 
report, with a summary and drawings, that describes:  
1. actions taken on the Brownfields Property;   
2. soil grading and cut and fill actions;  
3. methodology(ies) employed for field screening, sampling and laboratory analysis of 
environmental media;  
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and 
ultimate disposition of any soil, groundwater or other materials suspected or confirmed 
to be contaminated with regulated substances; and  
5. removal of any contaminated soil, water or other contaminated materials (for example, 
concrete, demolition debris) from the Brownfields Property (copies of all legally required 
manifests shall be included). 

X  Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment 
Summary Report in compliance with the site’s Brownfields Agreement. 

7/23/2020

23 
EMP Version 2, June 2018   

Figure 1
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
Cross-Section View
Top Plastic Cover Sheeting:
(1 Layer, minimum: 10 mil tllick) Underliner: llayer, minimum of 10
mil thick plastic
Land
Surface
Straw Bale Berm
Map View
Contaminated Soils
Weight
Plastic
Sheeting
Note: Adapted from NC DEQ UST Section "Guidelines for Ex Situ Pctrolewn Contaminated Soil Remediation" dated December, I, 2013

Attachment A
Calculation Sheet

Harmon Environmental, PA
615 Bruce Thomas Road 704-292-4527
Monroe, North Carolina 28112 harmonenvironmental.com

June 3, 2020

MAC, LLC Proposed Building Addition
Former R.P. Scherer/Catalant Site
2021 E. Roosevelt Boulevard, Monroe, North Carolina
Brownfields Project No. 18034-14-090
Project No. 695-03

Calculations Sheet

Proposed Building Dimensions: 180 feet long (NS), 120 feet wide (EW). Total Roofed Area
19,800 Square Feet

A total of approximately 3,500 cubic feet (129 cubic yards) of asphalt to be removed from the
site and recycled.

Construction: Slab on Grade:

Continuous Wall Footing: 3 ft wide, 1.5 feet deep. Total length 600 feet. Total Volume of soil
removed for continuous footing, approximately 2,700 cubic feet or 100 cubic yards.

Column Footings: 5 F-1 footings: 7 ft by 7 ft by 2 ft = 490 cubic ft
12 F-2 footings: 5.5 ft by 5.5 ft by 2 ft = 726 cubic ft
2 F-3 footings: 3.5 ft by 3.5 ft by 2 ft = 42 cubic ft
8 F-4 footings: 3.5 ft by 3.5 ft by 2 ft = 196 cubic ft

Approximate total volume of soil excavated from footings: 1,454 cubic ft (approximately 54
cubic yards). To be incorporated into backfill under the planned floor slab.

Calculated Imported Fill Volume

3,500 cubic ft by average fill depth of 1.4 ft = 4,900 cubic ft (182 cubic yards) of fill.

3,500 cubic ft – 1,454 cubic ft from footings = 2,046 cubic ft (76 cubic yards).

Attachment B
Soil Vapor Survey Report
Relevant Figure and Table

0
LEGEND
APPROXIMATE LOCATION OF BUILDINGS AND
BUILDINGS AND ON-SITE STRUCTURES
APPROXIMATE LOCATION OF PROPERTY
BOUNDARY
APPROXIMATE LOCATION OF ROADS AND
HIGHWAYS
o APPROXIMATE LOCATION OF SOIL BORINGS
~-~ APPROXIMATE LOCATION OF PROPOSED
APPROXIMATE SCALE IN FEET
0 250 500
\..-J BUILDING SOURCE: UNION COUNTY GIS DEPARTMENT
HARMON ENVIRONMENTAL, PA FIGURE 3
615 BRUCE THOMAS ROAD SITE lAYOUT MAP
MONROE, NORTH CAROLINA MAC, LLC PROPERTY ~ L.----~~~~7~04~-2~9~24~52~7~~~~----~-------20_2_1_E_AS_T_R_o_o __ sEV--EL_r_s_L_v_o _______ _J~ HARMONENVIRONMENTALCOM MONROE, NORTH CAROLINA ~
Non-Residential Vapor
Compounds Intrusion Screening 395-02B1 395-03B2 395-02B3
Levels (ug/M3)
acetone 2,700,000 40.9 290 90.0
benzene 1,600 1.7 29.5 7.8
2-butanone 440,000 16.1 330 67.1
carbon disulfide 61,000 6.4 33.9 31.1
chloromethane 7,900 2.1 13.5 2.4
cyclohexane 540,000 2.1 J 14.1 11.7
dichlorofluoromethane 8,800 1.8 J 1.9 J 1.7 J
ethyl acetate 6,100 1.7 46.4 12.0
ethylbenzene 4,900 1.4 J 10.5 8.9
4-ethyltoluene NS <1.2 2.4 J 2.5 J
n-heptane 35,000 3.5 36.7 17.6
n-hexane 61,000 6.5 55.0 26.7
2-hexanone 2,600 3.5 J 30.4 7.9 J
methylene chloride 53,000 17.4 28.4 26.0
4-methyl-2-pentanone 260,000 2.6 J 58.4 11.4
naphthalene NS <2.6 4.7 J 5.0 J
propylene 260,000 62.1 934 235(E)
styrene 88,000 <1.7 6.5 1.1 J
tetrachloroethene 3,500 6.7 28.2 70.4
tetrahydrofuran NS <1.2 10.8 2.7
toluene 440,000 23.8 56.0 85.4
trichlorofluoromethane NS 1.2 J 1.5 J <0.82
1,2,4-trimethylebenzene 5,300 1.5 J 11.5 8.8
1,3,5-trimethylebenzene 5,300 <2.0 3.0 2.4
vinyl chloride 2,800 <0.53 2.3 <0.58
m&p-xylene 8,800 5.3 32.8 37.1
o-xylene 8,800 1.6 J 11.7 12.4
Notes: Soil vapor samples collected by Harmon Environmental, PA personnel and analyized by Pace
Analytical LLC in Minniapolis, MN
Non-Residential Vapor Intrusion Screening Levels published by the NC DEQ in Feburary 2018
NC DEQ = North Carolina Department of Environmental Quality
ug/M3 = micrograms per cubic meter
NS = No Standard
E = Analyte concentration exceeded calibration range. The reported result is and estimate.
J = Estimated concentration above the adjusted method detection limit and below the adjusted
reporting limit.
Table 3
Brownfields Project No. 18034-14-90
Monroe,North Carolina
Project No. 695-03
Environmental Management Plan
Soil Vapor Samples Analytical Results
RP Scherer/Catalent
2021 East Roosevelt Blvd.

Attachment C
Redevelopment Plans

A-001
PROJECT NO:
MODEL FILE:
DRAWN BY:
CHK'D BY:
DATE OF ISSUE
DESCRIPTION
19010
REM/SDG
4.30.2020
DATE
SHEET TITLE
REVISIONS
MARK
4. 3o. 2o2o
/Users/robertmoore/Dropbox/Projects/19010 RPP MNC/19010 5.0 Construction Document/19010 Drawings/19010_CD1.plnROBERT E. MOORE
A R C H I T E C T
MONROE, NC 28110
704.283.1196
[e-mail]
MAC L.L.C.
ROYAL PALM POOLS
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
100 N. SUTHERLAND AVENUE
COVER SHEET
R E Ma
MAC L.L.C.
75'
4
ROBERT E. MOORE.ARCHITECT
>30
EXISTING
A-103
EXISTING PARKING
IN ADJACENT BUILDING
THIS BUILDING HAS A PRIMARY OCCUPANCY OF STORAGE
AND IS EXEMPT FROM THE REQUIREMENTS OF THE NC
ENERGY CODE PER N.C. SESSION LAW 2017-10.
ALL INSULATION PROVIDED IS AT OWNER'S REQUEST AND IS
NOT REQUIRED.
DESIGN
JOINTS
ConstrucƟon Type:Primary Occupancy Classification:Institutional:
Parking Garage:
Storage:
Hazardous:
TOTAL
FLOOR
Sprinklers:
Standpipes:
EXISTING (SQ. FT.)
Phone # E-Mail:
Code Enforcement JurisdicƟon:
Owned By:
Name of Project:
Address:
County City
City/County Private State
* Indicate secƟon number permiƫng reducƟon.
Smoke Barrier SeparaƟon
Tenant Dwelling Unit/Sleeping Unit SeparaƟon
Emergency LighƟng:Smoke DetecƟon Systems:
Exit Signs:
Fire Alarm:
Interior walls & parƟƟons
Floor ConstrucƟon Including SupporƟng Beams & Joists
Party/Fire Wall SeparaƟon
Corridor SeparaƟon
ShaŌ enclosures ‐ Other
ShaŌ enclosures ‐ Exit
Occupancy Fire Barrier
Yes No
Exterior Walls
Bearing Walls
Exterior Walls
North
South
North
West
East
BUILDING ELEMENT
Structural frame, includingcolumns, girders, trusses
FIRE
SEPARATION
DISTANCE (FT)
PROVIDED w/RATING**
REQ'D
DETAIL
AND
SHEET
DESIGN #
FOR RATED
#
ASSEMBLY#
#FORDESIGN
RATED
PENETRATION
Building Height in Feet
Building Height in Stories
ALLOWABLE
REGULAR w/ 5'
#
LOT OR PARKING
AREA PROVIDEDREQUIRED
PARKING SPACESTOTAL#
132"ACCESS ISLEACCESS ISLE
OF ACCESSIBLE SPACES PROVIDED#
VAN SPACES w/PROVIDEDACCESSIBLE#TOTAL
ParƟal
2018 NORTH CAROLINA EXISTING BUILDING CODE:
Fire and/or Smoke Rated Wall Locations (Chapter 7)
Assumed and Real Property Line Locations (if not on the site plan)
Exterior Wall Openings w/ Respect to Distance to Assumed Property Lines (705.8)
Occupancy Use for Each Area as it Relates to Occupant Load Calculation (Table 1004.1.2)
Exist Access Travel Distance (1017)
Common Path of Travel Distances (1006.2.1 & 1006.3.2(1))
Dead End Lengths (1020.4)
Clear Exit Widths for Each Exit Door.
Max Calculated Occupant load capacity each exit door can accommodate based
Actual Occupant Load for Each Exit Door
A Separate Schematic Plan Indicating Where Fire Rated Floor/Ceiling and/or Roof
Structure is Provided for Purposes of Occupancy Separation.
Location of Doors w/ Panic Hardware (1010.1.10)
Loction of Doors w/ Delayed Egress Locks & the Amount of Delay (1010.1.9.7)
Location of Doors w/ Electromagnetic Egress Locks (1010.1.9.9)
Location of Doors Equipped w/ Hold-Open Devices.
Location of Emergency Escape Windows (1030)
The Sq Footage of Each Fire Area (202)
The Sq Footage of Each Smoke Compartment for Occupancy Classification (407.5)
Note ANY Code Exceptions or Table Notes That May Have Been Utilized Regarding
UNITS
TOTAL
UNITS
ACCESSIBLE
REQUIRED UNITS
ACCESSIBLE
PROVIDED UNITS
TYPE A
REQUIRED UNITS
TYPE A
PROVIDED UNITS
TYPE B
REQUIRED UNITS
TYPE B
PROVIDED ACCESSIBLE UNITS
TOTAL
PROVIDED
Owner/Authorized Agent:
State
Occupant Loads for Each Area
8'ACCESS ISLE
U-Value of total assembly:
R-Value of insulation:
Description of assembly:
Horizontal/vertical requirement:
Floors Slab on Grade
slab heated:
The following data shall be considered minimum and any special aƩribute required to meet the Energy
for the plan data sheet. If Performance Method, state the annual energy cost for the standard referenceCode shall also be provided. Each Designer shall furnish the required porƟons of the project informaƟon
U-Value of total assembly:
R-Value of insulaƟon:
DescripƟon of assembly:
U-Value of total assembly:
DescripƟon of assembly:
design vs annual energy cost for the proposed design.
Roof/Ceiling Assembly (PrescripƟve Method Only)
Educational:
Assembly:
Business:
Residential:
Utility & Miscellaneous:
Columns SupporƟng Floor
Openings (Windows /Doors w/ Glazing)
South
West
East
2018 NC BUILDING CODE (Select One:)
CONTACT:
FOR RATED HR REDUCTION
Energy Requirements:
projecƟon factor:
SHGC coefficient:
U-Value of Assembly:
NEW(SQ. FT.)SUB-TOTAL
Zip Code:
2018 APPENDIX B
BUILDING CODE SUMMARY
(Except 1 & 2-Family Dwellings & Townhouses)
(Select One:)
CONSTRUCTED:
RENOVATED:
CURRENT OCCUPANCY
PROPOSED OCCUPANCY
OCCUPANCY CATEGORY (Table 1604.5):
CURRENT:
(date)
(date)
(Ch. 3)
(Ch. 3)
New Building
Addition
First Time Interior Completion
Shell Core
Phased Construction
N/A
Prescriptive
Repair
Chapter 14
Alteration Level I
Alteration Level II
Alteration Level III
Historic Property
Change of Use
Arch
Civil
Elect
AlarmFire
Plumb
Mech
Standpipe
Sprinkler
Structural
Walls>5'H
Retaining
Other
N/A
I
II
III
IV
PROPOSED:N/A
I
II
III
IV
BASIC BUILDING DATA:
I-A
I-B
II-A
II-B
III-A
III-B
IV V-A
V-B
N/A
YES
NO
PARTIAL
N/A
NFPA 13
NFPA 13R
NEPA 13D
N/A
NO
CLASS I-WET
CLASS I-DRY
CLASS II-WET
CLASS II-DRY
CLASS III-WET
CLASS III-DRY
Primary Fire District:YES NO Floor Hazard Area:YES NO
Special InspecƟons Required:YES
NO
(Contact the Local Inspection Jurisdiction for Procedures & Requirements)
GROSS BUILDING AREA TABLE
3rd Floor
2nd Floor
Mezzanine
1st Floor
Basement
ALLOWABLE AREA
A-1 A-2
B E Factory:F-1 Moderate F-2 Low
A-3 A-4 A-5
H-1 Detonate H-2 Deflagrate H-3 Combust
H-4 Health H-5 HPM
I-1 Condition 1 I-1 Condition 2
I-2 Condition 1 I-2 Condition 2
I-3 Condition 1 I-3 Condition 2 I-3 Condition 3
I-3 Condition 4 I-3 Condition 5
Mercantile:M R-1 R-2 R-3 R-4
S-1 S-1 High Piled S-2 S-2 High Piled
Open Enclosed Repair Garage
U
Institutional:
Parking Garage:
Storage:
Hazardous:
Educational:
Assembly:
Business:
Residential:
Utility & Miscellaneous:
A-1 A-2
B E Factory:F-1 Moderate F-2 Low
A-3 A-4 A-5
H-1 Detonate H-2 Deflagrate H-3 Combust
H-4 Health H-5 HPM
I-1 Condition 1 I-1 Condition 2
I-2 Condition 1 I-2 Condition 2
I-3 Condition 1 I-3 Condition 2 I-3 Condition 3
I-3 Condition 4 I-3 Condition 5
Mercantile:M R-1 R-2 R-3 R-4
S-1 S-1 High Piled S-2 S-2 High Piled
Open Enclosed Repair Garage
UAccessory Occupancy Classification:Incidental Uses (Table 509):
Special Uses (Chapter 4- List Code SecƟons):
Special Provisions (Chapter 5- List Code SecƟons):
Mixed Occupancy:YES
NO
SeparaƟon:1-Hr
2-Hr
3-Hr
4-Hr
ExcepƟon:
Allowable Area of Occupancy A Actual Area of Occupancy A
Maximum Building Area=Total number of stories in the building x D (max of 3 stories) (506.2).
Unlimited area applicable under conditions of Section 507.
towers must comply with 412.3.1.
The maximum area of open parking garages must comply with 406.5.4. The maximum area of air traffic control
area of each use divided by the allowable floor area for each use shall not Exceed 1.
MIXED OCCUPANCY/USE:
DESCRIPTION AND USE
Separated Use (508.4) - See below for area calculations. For each story,the area of the occupancy shall be such that the sum of the ratios of the actual floor
3
4
STORY NO.
Actual Area of Occupancy B Allowable Area of Occupancy B
)()(
story (actual)bldg area per
A B 4tableAREA506.2
+
+
)(
area for frontage
C
increase 1,5
1<
<1.00
SEPARATION:
EXCEPTION:
=
Frontage area increases from Section 506.2 are computed thus:Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)
Percent of frontage increase I
W = Minimum width of public way = _______________________________ (W)
Ratio (F/P) = ___________ (F/P)
Total Building Perimeter
2
1
a.
b.
e.
d.
c.
= _________ (P)
= 100 [ F/P - 0.25] x W/30f = _______ (%)
YES
NO
1-Hr
2-Hr
3-Hr
4-Hr Non-Separated Use (508.3)
YES NO
)(
allowable area per
D
story or unlimited2,3
Frontage increase is based on the unsprinklered area value in Table 506.2.5
ALLOWABLE HEIGHT
CODE REFERENCESHOWN ON PLANS
FIRE PROTECTION REQUIREMENTS
Non-Bearing Wallsand ParƟƟons
Interior walls & parƟƟons
Floor Ceiling Assembly
SeparaƟon
Incidental Use SeparaƟon
PERCENTAGE OF WALL OPENING CALCULATIONS
FIRE SEPARATIONDISTANCE (Ft) FROM DEGREE OF OPENINGSPROTECTION(Table 705.8)
ALLOWABLE AREA (%)ACTUAL SHOWN ON PLANS (%)PROPERTY LINE
ENERGY SUMMARY
Yes No
Yes No
Carbon Monoxide DetecƟon:
Yes No
Yes No
LIFE SAFETY PLAN REQUIREMENT
ACCESSIBLE DWELLING UNITS (SECTION 1107)
ACCESSIBLE PARKING (SECTION 1106)
PLUMBING FIXTURE REQUIREMENTS (SECTION 2902.1)
LAVATORIESWATERCLOSETS
MALE
USE
FEMALE URINALS
MALE
DRINKING FOUNTAINS
FEMALE
SPACE
SHOWERS/TUBS
EXISTING
NEW
REQUIRED
UNISEX UNISEX
SERVICESINK REGULAR ACCESSIBLEMALEFEMALEUNISEX
Existing Building Code Complies w/ Code:YES
NO
(Remainder of this SecƟon is N/A)
Exempt Building:YES
NO
Climate Zone:N/A
3A
4A
5A
Method of Compliance:Energy Code Performance
Energy Code Prescriptive
Ashrae 90.1 Performance
Ashrae 90.1 Prescriptive
Other (Performance)
(If 'Other' Specify Source here)
Skylights in Each Assembly:
R-Value of InsulaƟon:
U-Value of Skylight:
Total SF of Skylights/ Each Assembly:
Exterior Walls: (each assembly)
Door R-Values:
U-Value of total assembly:
R-Value of insulaƟon:
DescripƟon of assembly:
Walls Below Grade: (each assembly)
U-Value of total assembly:
R-Value of insulaƟon:
DescripƟon of assembly:
Floors over uncondiƟoned space:  (each assembly)
LIFE SAFETY SYSTEM REQUIREMENTS
FIRM NAME LICENSE#PHONE#EMAIL
on egress width (1005.3)
the Items Above.
FOR ALL COMMERCIAL PROJECTS
Life Safety Plan Sheet #
SPECIAL APPROVALS
Special Approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)
>30'Unprotected, Sprinklered No LimitFRONT
LEFT
>30'No LimitRIGHT
>30'No LimitREAR
30'
ONE
T504.3
T504.4
0
>30 0
>30 0
>30 0
N/A
N/A
N/A
0
N/A
0
0
0
0
0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2021 E ROOSELVELT BLVD: MONROE, NC 28112
BILL MacTAGGART
(704-282-4424)[e-mail]
MONROE
FIRST STORAGE 19,800 104,000 UNLIMITED78,000
600
600
1 30'
.75
19,800
IN ADJACENT BUILDING
STORAGE S-2
19,800
19,800 19,800
Unprotected, Sprinklered
Unprotected, Sprinklered
Unprotected, Sprinklered
No Limit>30'
1 1 1 1 1 HI-LO
508.3
FIRST FACTORY 19,800 92,000 UNLIMITED69,000
1 1 1 1 1 HI-LOF2/S2
[e-mail]
[e-mail] LOCKLEAR
ROBERT E.MOORE
COASTAL PLAINS ENGINEERING
4891
20193
704-283-1196
910-521-7213
[e-mail] LOCKLEARCOASTAL PLAINS ENGINEERING 20193 910-521-7213
[e-mail] LOCKLEARCOASTAL PLAINS ENGINEERING 20193 910-521-7213
[e-mail] LOCKLEARCOASTAL PLAINS ENGINEERING 20193 910-521-7213
SHEET 2 OF 14
A-C 001
PROJECT NO:
MODEL FILE:
DRAWN BY:
CHK'D BY:
DATE OF ISSUE
DESCRIPTION
19010
REM/SDG
4.30.2020
DATE
SHEET TITLE
REVISIONS
MARK
4.3O.2O2O
/Users/robertmoore/Dropbox/Projects/19010 RPP MNC/19010 5.0 Construction Document/19010 Drawings/19010_CD1.plnROBERT E. MOORE
A R C H I T E C T
MONROE, NC 28110
704.283.1196
[e-mail]
MAC L.L.C.
ROYAL PALM POOLS
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
100 N. SUTHERLAND AVENUE
SITE
R E Ma
B B
A A
1
1
B B
C C
D D
E E
F F
G G
2
2
3
3
60'180'120'
204'-7"60'
118'
45'
19,800 sq. ft.
14 SPACES
8 SPACES
0"
-3'3"-5'
-1'
DOCK
2A-201
3A-201
1A-201
4A-201
SCALE: 1" = 50'1 SITE
0 20'50'100'
A-101
PROJECT NO:
MODEL FILE:
DRAWN BY:
CHK'D BY:
DATE OF ISSUE
DESCRIPTION
19010
REM/SDG
4.30.2020
DATE
SHEET TITLE
REVISIONS
MARK
4. 3o. 2o2o
/Users/robertmoore/Dropbox/Projects/19010 RPP MNC/19010 5.0 Construction Document/19010 Drawings/19010_CD1.plnROBERT E. MOORE
A R C H I T E C T
MONROE, NC 28110
704.283.1196
[e-mail]
MAC L.L.C.
ROYAL PALM POOLS
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
100 N. SUTHERLAND AVENUE
1st FLOOR PLAN
R E Ma
12
10'10'11
10'10'0914'
18'107'
3'
08
14'10'07 7'3'06
18'18'01 7'3'02 7'3'03
7'3'04
7'3'05
7'3'A
A
1 1
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
1
A-401 120'180'60'60'150'30'
30'30'30'30'30'30'
5'
11'-6"12'6'-6"
16'
8'5'3'
11'-4"13'-8"5'14'2'-6"5'5'5'5'4'-6"1'5'6'-8"18'12'
A
A-301
A
A-301
BA-301
B
A-301
B
A-301
B
A-301
C
A-301
C
A-301
2A-201
3A-201
1A-201
4A-201LOADING DOCKWHEYEWASHSERVICESINKTOILETEWCTOILETSPRINKLERROOM8" CONCRETE RETAINING WALLFEFEFEFEAPPROXIMATELY MACHINE LOCATION
(VERIFY WITH INSTALLER)
HAND RAILS
EACH SIDE
EXTEND 1' BEYOND
LAST STEP & TOP
OF LANDING
EXTEND HAND
RAIL 1' BEYOND
LAST STEP
LOADING DOCK
LOADING RAMP
CURB CURBACCESSIBLE RAMPHAND RAILS
EACH SIDE
EXTEND 1' BEYOND
LAST STEP & TOP
OF LANDING
EXTEND HAND
RAIL 1' BEYOND
RAMP
TACTICAL
MARKER
TACTICAL
MARKER
TACTICAL
MARKER
SCALE: 1/8" = 1'-0"1 1st FLOOR PLAN
0 4'8'16'
A-201
PROJECT NO:
MODEL FILE:
DRAWN BY:
CHK'D BY:
DATE OF ISSUE
DESCRIPTION
19010
REM/SDG
4.30.2020
DATE
SHEET TITLE
REVISIONS
MARK
4. 3o. 2o2o
/Users/robertmoore/Dropbox/Projects/19010 RPP MNC/19010 5.0 Construction Document/19010 Drawings/19010_CD1.plnROBERT E. MOORE
A R C H I T E C T
MONROE, NC 28110
704.283.1196
[e-mail]
MAC L.L.C.
ROYAL PALM POOLS
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
100 N. SUTHERLAND AVENUE
ELEVATIONS
R E Ma
3
3
2
2
1
160'60'
G
G
F
F
E
E
D
D
C
C
B
B
A
A30'30'30'30'30'30'
1
1
2
2
3
360'60'
A
A
B
B
C
C
D
D
E
E
F
F
G
G30'30'30'30'30'30'30'SCALE: 1/8" = 1'-0"1 NORTH ELEVATION
0 4'8'16'
SCALE: 1/8" = 1'-0"3 EAST ELEVATION
0 4'8'16'
SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION
0 4'8'16'
SCALE: 1/8" = 1'-0"4 WEST ELEVATION
0 4'8'16'
A-103
PROJECT NO:
MODEL FILE:
DRAWN BY:
CHK'D BY:
DATE OF ISSUE
DESCRIPTION
19010
REM/SDG
4.30.2020
DATE
SHEET TITLE
REVISIONS
MARK
4. 3o. 2o2o
/Users/robertmoore/Dropbox/Projects/19010 RPP MNC/19010 5.0 Construction Document/19010 Drawings/19010_CD1.plnROBERT E. MOORE
A R C H I T E C T
MONROE, NC 28110
704.283.1196
[e-mail]
MAC L.L.C.
ROYAL PALM POOLS
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
100 N. SUTHERLAND AVENUE
LIFE/SAFETY PLAN
R E Ma
WAREHOUSE
S-2 OCCUPANCY
EXIT SIGN
FLOOR
GENERAL REQUIREMENTS
EXITDOOR
BRAILLE
Interior Exit Sign Detail
FLOOR
EXIT
60" Maximum60" MaximumALL SIGNS SHALL HAVE LETTERS, NUMERAL,
CHARACTERS AND BACKGROUND ON WHICH THEY
ARE LOCATED IN AN EGGSHELL (SEMI-MATT),
MATTE (FLAT), OR OTHER NON-GLARE FINISH
ONLY. CHARACTERS AND SYMBOLS SHALL
CONTRAST WITH THE BACKGROUND ON WHICH
THEY ARE MOUNTED EITHER BY HAVING LIGHT
CHARACTERS ON A DARK BACKGROUND OR DARK
CHARACTERS ON A LIGHT BACKGROUND.
ON RAISED AND BRAILLE LETTERS AND NUMERALS,
PICTORIAL SYMBOLS, LETTERS AND NUMBERS
SHALL BE RAISED 1/32 INCH (0.8MM) FROM THE
BACKGROUND ON WHICH THEY ARE MOUNTED AND
SHALL BE 5/8 INCH (16MM) MINIMUM TO 2
INCHES (50MM) MAXIMUM IN HEIGHT. LETTERS
SHALL BE CAPITAL LETTERS ONLY. LETTERS AND
NUMERALS SHALL HAVE SHARPLY DEFINED EDGES
AND MAY BE EITHER SANS SERIF OR SIMPLE
SERIF.
ALPHABETIC/NUMERIC SIGNAGE SHALL BE
ACCOMPANIED BY GRADE 2 BRAILLE.
ALL SPECIFICATIONS FOR SIGNAGE MUST COMPLY
w/ ICC A117.1 CHAPTER 7, COMMUNICATION
ELEMENTS and FEATURES (Pages 65-74) and
NCSBC SECTION 1011.
216' / 2 = 108'
REQUIRED DISTANCE
BETWEEN EGRESS DOORS
15,800 SF / 500 SF PER PERSON
= 32 OCCUPANTS
200' TRAVEL DISTANCE
CONVENIENCE DOORNOT A REQUIRED EXIT DOORDOOR HAS 33" CLEAR OPENING
MAXIMUM OCCUPANT LOAD: 165
ACTUAL OCCUPANT LOAD: 52
EXIT SIGN
SEE DETAIL
THIS SHEET
REQUIRED EXIT DOORDOOR HAS 33" CLEAR OPENING
MAXIMUM OCCUPANT LOAD: 165
ACTUAL OCCUPANT LOAD: 52
EXIT SIGN
SEE DETAIL
THIS SHEET
ACTUAL DISTANCE 110
239' TRAVEL DISTANCE
FACTORY
F-2 OCCUPANCY
4000 SF / 200 SF PER PERSON
= 20 OCCUPANTS
120'180'
110'
216'5'WALK/DOCKSPRINKLERROOMFEFEFEFE
ACCESSIBLE RAMPTACTICAL
MARKER
SCALE: 1/8" = 1'-0"1 LIFE/SAFETY PLAN
0 4'8'16'
A-301
PROJECT NO:
MODEL FILE:
DRAWN BY:
CHK'D BY:
DATE OF ISSUE
DESCRIPTION
19010
REM/SDG
4.30.2020
DATE
SHEET TITLE
REVISIONS
MARK
4. 3o. 2o2o
/Users/robertmoore/Dropbox/Projects/19010 RPP MNC/19010 5.0 Construction Document/19010 Drawings/19010_CD1.plnROBERT E. MOORE
A R C H I T E C T
MONROE, NC 28110
704.283.1196
[e-mail]
MAC L.L.C.
ROYAL PALM POOLS
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
100 N. SUTHERLAND AVENUE
WALL SECTIONS
R E Ma
SECTION AT FRONT AND REAR WALL
NOTE: ARCHITECTURAL WALL SECTIONS ARE FOR OVERALL WALL REPRESENTATION; TO
SHOWN VARIOUS FINISHES, INSULATION LOCATION, ETC. THEY ARE NOT MEANT TO SHOW
FRAMING DETAILS, STRUCTURAL MEMBER SIZES OR ANY OTHER INFORMATION PERTINENT TO
THE STRUCTURE AND STABILITY OF THIS BUILDING. VERIFY ALL INFORMATION AND REFER
TO STRUCTURAL DRAWINGS AND DRAWINGS BY METAL BUILDING MANUFACTURER.
B 30'-0" EAVE HEIGHTHEIGHT VARIESCOMPACTEDSUBGRADE
SCALE: 3/4" = 1'-0"
6" SEALED CONCRETE FLOORWITH WIRE REINFORCING ON6 MIL POLY VAPOR BARRIER
FINISH GRADE FINISH GRADE
R-13 VINYL BACKEDINSULATION
HORIZONTALMETAL GIRTS
R-13 VINYL BACKEDINSULATION
HORIZONTALMETAL GIRTS
METAL BUILDINGSTRUCTURE
SEE SEALED
METAL BUILDING
DRAWINGS
26 GAUGEMETAL BUILDING
WALL PANELS
26 GAUGE
METAL BUILDINGWALL PANELS
26 GAUGE STANDING SEAM METAL ROOFON METAL BUILDING STRUCTURE
6" R-19 VINYLBACKED INSULATION
METAL BUILDING
STRUCTURE
SEE SEALED
METAL BUILDING
DRAWINGS
26 GAUGE STANDING SEAM METAL ROOFON METAL BUILDING STRUCTURE PREFINISHEDMETALRAKE TRIM
PREFINISHED METAL
GUTTER (AND
DOWNSPOUTS
NOT SHOWN)
BY METAL
BUILDING SUPPLIER12
6" R-19 VINYLBACKED INSULATION
1
A-301
A
SCALE: 3/4" = 1'-0"
SECTION AT LEFT SIDE WALL
CONTINUOUS CONCRETE FOOTING
SEE STRUCTURAL DRAWINGS
4" STONE6"1'6"COMPACTEDSUBGRADE
6" SEALED CONCRETE FLOORWITH WIRE REINFORCING ON6 MIL POLY VAPOR BARRIER
CONTINUOUS CONCRETE FOOTING
SEE STRUCTURAL DRAWINGS
4" STONE6"1=6"HEIGHT VARIESCOMPACTEDSUBGRADE
6" SEALED CONCRETE FLOORWITH WIRE REINFORCING ON6 MIL POLY VAPOR BARRIER
FINISH GRADE
R-13 VINYL BACKEDINSULATION
HORIZONTALMETAL GIRTS
26 GAUGEMETAL BUILDING
WALL PANELS
6" R-19 VINYLBACKED INSULATION
METAL BUILDING
STRUCTURE
SEE SEALED
METAL BUILDING
DRAWINGS
26 GAUGE STANDING SEAM METAL ROOFON METAL BUILDING STRUCTURE
CONTINUOUS CONCRETE FOOTINGSEE STRUCTURAL DRAWINGS
4" STONE6"4'-6"FINISH FLOOR
C
SCALE: 3/4" = 1'-0"
SECTION AT RIGHT SIDE WALL
1. GENERAL CONTRACTOR TO VERIFY ALL FINISHES WITH THE OWNER.
2. ALL MATERIALS AND FINISHES ARE TO BE INSTALLED PER THE MANUFACTURERS WRITTEN
INSTRUCTIONS.
3. GENERAL CONTRACTOR TO VERIFY ALL INTERIOR COLORS WITH THE OWNER.
4. GENERAL CONTRACTOR TO VERIFY ALL HARDWARE, DIMENSIONS, FINISH, ETC. WITH THE OWNER.
5. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR TO FURNISH AND
INSTALL ALL WALL AND CEILING FINISHES PER SECTION 803.1 AND TABLE 803.5 OF THE 2018
NORTH CAROLINA BUILDING CODE AND TABLE 803.3 OF THE 2018 NORTH CAROLINA FIRE CODE.
CONCRETE WALL WITH REINFORCINGSEE STRUCTURAL DRAWINGS
PREFINISHED
METALRAKE TRIM
NTSA-301
A-301
COUMN FOOTING
SCALE: 3/4" = 1'-0"1 Wall SECTIONS
0 1'2'3'
A-401
PROJECT NO:
MODEL FILE:
DRAWN BY:
CHK'D BY:
DATE OF ISSUE
DESCRIPTION
19010
REM/SDG
4.30.2020
DATE
SHEET TITLE
REVISIONS
MARK
4. 3o. 2o2o
/Users/robertmoore/Dropbox/Projects/19010 RPP MNC/19010 5.0 Construction Document/19010 Drawings/19010_CD1.plnROBERT E. MOORE
A R C H I T E C T
MONROE, NC 28110
704.283.1196
[e-mail]
MAC L.L.C.
ROYAL PALM POOLS
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
100 N. SUTHERLAND AVENUE
ENLARGED PLAN
R E Ma
4 WATER COOLER
NTS
5 STAIR HANDRAIL
NTS
6 RAMP HANDRAIL
NTS057'
3'067'
3'077'
3'047'
3'
D
E 20"18"
24"34"40"36"8"36"20"16 1/2" MIN.19 1/2" MAX.36"
42"12"
18"
6"
36" GRABBAR
MIRROR
TOWELPAPER
DISPENSER
TOILET ROOM ELEVATIONS
TISSUE
DISPENSER
42" GRABBAR
TOILET
TOILET
TISSUE
18" GRAB BAR
1'3"
SCALE: 1/2" = 1'-0"A-401
1
SCALE: 1/2" = 1'-0"
2
3
A-401
A-401
A-401
A-401
TOILET ROOM ELEVATIONS
A-401
6'6'-9"7'-9 1/2"7'-9 1/2"6'-9"3'3'1'3'-6"3'3'1'
1'3'3'-6"3'1'
WH
EYE
WASH
SERVICE
SINK
TOILET
EWC
UTILITY
SPRINKLER
ROOM
60" TURNING DIAMETER
1/4" THICK SIGNS
H/C SIGN DETAIL
PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR.
CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.
ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST.
5/8" HIGH & SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY
IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60" ABOVE FLOOR AND
LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF
NTS
GRADE 2 BRAILLE.
1.
3.
4.
2.
NOTES
ADA SIGN
GRADE 2
BRAILLE
SIGN #1
GUARDRAIL
HANDRAIL
6" RISERS
12" TREADS
FIELD VERIFY
NUMBER OF STEPS
GUARDRAIL
HANDRAIL
6" RISERS
12" TREADS
FIELD VERIFY
NUMBER OF STEPS
HANDRAIL
1. ALL INTERIOR FINISHES TO COMPLY WITH IBC CHAPTER 8
2 ALL INTERIOR DOORS TO BE 3'0"x7'0" HOLLOW METAL PAINTED ON SITE.
3. ALL HARDWARE TO HAVE ADA APPROVED LEVER HANDLES.
4. ALL INTERIOR DOOR FRAMES TO BE HOLLOW METAL WITH MIN. 3 HINGE.
5. ALL TOILET ROOM DOORS TO BE SELF CLOSING AND HAVE A PRIVACY LOCK.
6. TOILET ROOMS TO HAVE A NON-ABSORBENT FINISH.
7. CEILING TO BE 2X2 LAY-IN WITH EXPOSED GRID.
8. INTERIOR WALLS TO HAVE R-11 INSULATION (UN-FACED) .
9. VCT & 4" COVE VINYL BASE BY ROPPE IN TOILETS AND UTILITY ROOM.
HANDRAIL
RAMP NOT TO EXCEED 1 ON 12
FIELD VERIFY
RAMP LENGTH
1 1/2" PAINTED
STEEL TUBING
1 1/2" PAINTED
STEEL TUBING
1 1/2" PAINTED
STEEL TUBING
GUARDRAIL
LANDING
SCALE: 1/2" = 1'-0"1 ENLARGED PLAN
0 1'2'4'
z \.1CINITY MAP
0 NOT TO SCALE
U1
U1
:::;;;
0:: w
0...
z w ~
0::
5: ~ U1
0:: w w z
CJ z w
w
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f-
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0 u
0::
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0 w
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w rn
~ 2
f-
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0 z
5: :'S
_j < 0:: w
0 w
LL.
>-rn
0 w
f-u w f-0
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U1
w
U1
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0
I f-::::l < z
:::J
0::
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_j
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5:
:'S z
:::J
0:: w w z
CJ z w
w
I f-
>-rn
0 w f-
I
CJ
0:: >-0...
0 FOOTING SCHEDULE u
w CONCRETE FOOTING FOOTING REINFORCING
0::
<t:
U1 CJ z COLUMN FOOTING SIZE BOTIOM TOP
5: <t: MARK "X"SQUARE "y" L/W S/W L/W S/W
0::
0 F-1 7'-o" 2'-0" 12-#6 12-#6 6-#4 6-#4
w
U1 w
F-2 5'-6" 2'-0" 7-#6 7-#6 6-#4 6-#4
I f-F-3 3'-6" 2'-0" 5-#6 5-#6 6-#4 6-#4
@ F-4 3'-0" 2'-0" 4-#6 4-#6 6-#4 6-#4
CONCRETE PIERS
0
I
0 I")
• 0
I
0 I")
• 0 I
0
I")
• 0
I
0
I")
MIN. 18"X18" CONCRETE W/
6-#6 BARS VERTICAL W/
#3 TIES AT MAX. 12" O.C.
(1)
(1)
120' -0"
60' -0" 60' -0"
20' -0" 20' -o" CD 20' -o" 20' -0" Cp 20' -0" <6) 20' -o"
@ 60'-o" @
COMMENTS/NOTES:
4
120' -0"
BASE PL. MIN.5/8" THICK A36 STEEL
ANCHOR BOLTS MIN. A307 STEEL
2-MIN. 3/4" DIAMETER X 12"L ..
2-MIN. 3/4" DIAMETER X 12"L.
2-MIN. 3/4" DIAMETER X 12"L.
2-MIN. 3/4" DIAMETER X 12"L.
cv 6o' -o" (6) REVISION
PLAN
DA TEo 04{25/]J.Y}JJ
PROJECT No. l!Hl19-A
DRAWN BY' GCM
APPROVED BY' GCM
SHEET
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REVISION
DATE• 04/25/WW
PROJECT No. 16-019-A
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APPROVED BY• GCM
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~~
~~~~ ~~ ~~~u ~~ ~~~~ ~i
REVISION
DATE• 04/25{1JJ}JJ
PROJECT No. 16-()19-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
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APPENDIX B STRUCTURAL DESIGN
DESIGN LOADS:
Importance Factors: Wind (I w) 1.0 ________ _
Live Loads:
Snow Load:
Wind Load:
Snow (Is) 1.0 _________ _
Seismic (I E) 1.Q_ ______ _
Roof
Mezzanine/Second Floor
First Floor
10 __:_::___ psf
20
__:N:=./.,.A--psf
~:.!...:.;. __ psf
125 __:..::::.:::._ __ psf
mph (ASCE-7-98) Basic Wind Speed __:1,:.:15::...._ __
Exposure Category __:B:...._ __
Wind Base Shears (for MWFRS) Vx=~2:_9_~---
Cladding Design Pressure 28.0 PSF
BUILDING CLASSIFICATION: I
Compliance with Section 1616.4 only? DYes
SITE CLASS DEFINITION: D
SEISMIC DESIGN CATEGORY: C
Provide the following Seismic Design Parameters:
Vy= 80.6 k -----
Seismic Use Group ____ .!_ _____ _
Spectral Responses Acceleration SMs 0.35 SMI __ 0::_:_.1'-=3c3:._~%g
Site Classification _____bDL___
Basic structural system (check one)
--1-Bearing Wall Dual w/Special Moment Frame
___:_v'_ Building Frame Dual w/lntermediate R/C or Special Steel
__ Moment Frame Inverted Pendulum
S . . b h v -64.8 k v -43.2 k e1sm1c ase s ear x-________ 7 y= ______ _
Analysis Procedure Simplified __.::.f._ Equivalent Lateral Force --Modal
Architectural, Mechanical, Components anchored? _Yes _______ _
LATERAL DESIGN CONTROL: Earthquake __ _ Wind j
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report) n/a psf
Presumptive Bearing capacity __ ...2D.QQ_____________ psf
Pile size, type, and capacity n/a
--------------------~-------~-----~
STRUCTURAL NOTES & SPECIFICATIONS:
1. CIVIL AND STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND IN COORDINATION WITH ARCHITECTURAL DRAWINGS AND
OTHER CONTRACT DOCUMENTS. IN THE EVENT OF DISCREPANCY, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER FOR
RESOLUTION OF CONFLICT.
2. EXACT SIZES AND LOCATIONS OF ALL OPENINGS THROUGH THE STRUCTURE SHALL BE COORDINATED WITH THE RESPECTIVE
TRADES BY THE GENERAL CONTRACTOR.
3. GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE, LOCATION, TYPE, AND DIRECTION OF ALL PADS, DEPRESSIONS,
BOLTS, SLEEVES, ANCHORS, INSERTS, PIPING, ETC. TO BE SET IN OR UNDER CONCRETE AND/OR MASONRY BEFORE THE POUR
OR ERECTION IS PERFORMED. ALL BUILT -IN ITEMS AND INDENTATIONS OR ELEVATIONS ARE TO BE SET BY THE GENERAL
CONTRACTOR IN STRICT ACCORDANCE WITH REVIEWED SHOP DRAWINGS SUPPLIED BY THE SUPPLIERS,VENDORS,OR
SUBCONTRACTOR OF THE VARIOUS TRADES.
4. COLUMN ANCHOR BOLTS SHALL BE POSITIONED WITH A SUITABLE TEMPLATE PER APPROVED SETTING PLAN PRIOR TO POURING
CONCRETE. SECURE NUTS TO TEMPLATE PRIOR TO POURING CONCRETE TO PREVENT ROTATION OF BOLTS.
5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL
MATERIALS REQUIRED WITH RELATIVE LOCATIONS IN SUFFICIENT DETAIL FOR PROPER APPLICATION AND ERECTION IN ACCORDANCE
WITH ALL CONTRACT DOCUMENTS. CONTRACTOR SHALL CHECK AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE
ARCHITECT /ENGINEER.
6. FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 2000 POUNDS PER SQUARE FOOT. OWNER SHALL
EMPLOY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY BEARING ALLOWANCES AT ALL FOOTINGS AND TO OBSERVE ANY SITE
PREPARATION AND FILL REPLACEMENT. CERTIFIED WRITTEN REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER.
GEOTECHNICAL REPORT WILL BE REQUIRED FOR FOUNDATION ELEMENTS PER SECTION 1803.5.11 OF YJR 2012 NCBC.
7. FOOTING EXCAVATIONS WHICH CANNOT BE IMMEDIATELY FILLED WITH FOUNDATION CONCRETE SHALL RECEIVE A TWO TO FOUR
INCH THICK LAYER OF "LEAN" 2000 P.S.I. CONCRETE TO FORM A "MUD MAT" BENEATH THE FOUNDATION. THE THICKNESS OF
THE "MUD MAT" IS IN ADDITION TO THE REQUIRED FOUNDATION THICKNESS. WHEN REQUIRED BY THE GEOTECHNICAL ENGINEER,
REPAIR OF UNSUITABLE BEARING FOR FOOTINGS SHALL BE DONE BY OVEREXCAVATING AND BACKFILLING WITH 2000 P.S.I.
CONCRETE OR SOIL CEMENT.
8. ALL CAST -IN PLACE CONCRETE UNLESS SPECIFIED OTHERWISE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3000 P.S.I.
MINIMUM AND A DRY UNIT WEIGHT OF 144-150 P.C.F. CONCRETE DESIGN, PRODUCTION, AND PLACEMENT SHALL BE DONE IN
ACCORDANCE WITH A.C.I. 301 AND A.C.I. 318.
9. CONCRETE THAT IS PLACED WHEN THE MEAN DAILY OUTDOOR TEMPERATURE IS LESS THAN 40 DEGREES FAHRENHEIT, SHALL BE
PLACED IN ACCORDANCE WITH A.C.I. 306 "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING". HOT WEATHER CONCRETING
SHALL BE DONE IN ACCORDANCE WITH A.C.I. 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING".
10. SLAB-ON GRADE CONCRETE SHALL HAVE THE THICKNESS AND REINFORCING AS SHOWN OR NOTED ON THE STRUCTURAL DRAW-
INGS. CONTRACTION JOINTS SHALL BE FORMED WITH A CONTINUOUS KEYED JOINT OR SAWED. WHERE SAWED JOINTS ARE USED,
DISCONTINUE 1/2 OF THE REINFORCING THROUGH THE JOINT. MAXIMUM SPACING OF CONSTRUCTION JOINTS SHALL BE AS NOTED.
THE UPPER 1' -0" OF FILL BENEATH SLABS SHALL BE COMPACTED TO 100 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. SEE OTHER CONTRACT DRAWINGS FOR LOCATION AND EXTENT OF SLAB DEPRESSIONS, EMBEDMENTS, UNDERFLOOR
PIPING.ETC.
11. ALL CAST -IN PLACE CONCRETE WHICH IS TO REMAIN EXPOSED SHALL BE FORMED WITH PLYWOOD OR SONOTUBES AS REQUIRED
AND SHALL BE RUBBED TO ERASE ALL VISUAL EVIDENCE OF FORMING. ALL FORMWORK SHALL BE REMOVED FROM CONCRETE.
NO COVERING OF WOOD OR OTHER FORMING MATERIALS BY EARTH BACKFILL OR MASONRY WILL BE PERMITTED.
12. REINFORCING STEEL SHALL BE A.S.T.M. 615, GRADE 60, UNLESS NOTED OTHERWISE, FABRICATED AND PLACED IN ACCORDANCE
WITH A.C.I. 318. PROVIDE CLASS "B" TENSION LAP SPLICES UNLESS OTHERWISE NOTED. CONTACT SPLICES MAY BE USED AT
LAPS. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO A.S.T.M. A 185. PROVIDE BAR SUPPORTS AND SPACERS IN STRICT
ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE, LATEST EDITION.
13. MASONRY:
A) HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO A.S.T.M. C90.
B) GROUT AND MORTAR SHALL CONFORM TO A.S.T.M. C476.
C) HORIZONTAL JOINT REINFORCEMENT SHALL CONFORM TO A.S.T.M. A82 (GALVANIZED) WIRE, 9 GAUGE MINIMUM SIZE, FACTORY
FABRICATED.
D) MASONRY MINIMUM DESIGN COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2000 P.S.I.
E) BRICK UNITS SHALL CONFORM TO A.S.T.M. C216 AND SHALL BE FBX,SW GRADE.
F) MAXIMUM SIZE AGGREGATE FOR MASONRY FILL CONCRETE SHALL BE 3/8" (0.375" PEA GRAVEL).
G) SEE ARCHITECTURAL DRAWINGS FOR MASONRY CONTROL AND EXPANSION JOINTS.
14. ALL STRUCTURAL STEEL WIDE FLANGE SECTIONS, ANGLES, AND PLATES SHALL BE A.S.T.M. A36. PIPE SHAPES SHALL BE A.S.T.M.
A53. TUBE SHAPES SHALL BE A.S.T.M. A500(B). DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE
IN STRICT ACCORDANCE WITH WITH A.I.S.C. "MANUAL OF STEEL CONSTRUCTION". SHOP DRAWINGS FOR ALL STEEL SHALL BE
APPROVED PRIOR TO FABRICATION.
15. STEEL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE
DRAWINGS AND SHALL BE DESIGNED IN ACCORDANCE WITH A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
STRUCTURAL MEMBERS", LATEST EDITION. ALL MEMBERS AND ACCESSORIES SHALL BE ZINC COATED AND SHALL MEET A.S.T.M.
A525, G60, OR EQUIVALENT.
16. ALL STEEL CONNECTIONS, UNLESS OTHERWISE NOTED SHALL BE SHOP WELDED AND/OR FIELD BOLTED USING 3/4" DIAMETER
HIGH STRENGTH BOLTS IN ACCORDANCE WITH A.I.S.C. MANUAL, FASTENER DESIGNATON A325-N. NO CONNECTION SHALL HAVE
LESS BOLTS THAN THE MINIMUM NUMBER INDICATED BY A.I.S.C. STANDARD FRAMED BEAM CONNECTIONS.
17. PLYWOOD SHEATHING, UNLESS OTHERWISE NOTED, SHALL BE 1/2" C-D EXTERIOR GRADE WITH SHEET PERIMETER AND ALL
BEARING POINTS NAILED AT SIX INCHES ON CENTERS AT SHEET PERIMETER AND TWELVE INCHES ON CENTERS AT OTHER BEARING
POINTS WITH 1 OD GALVANIZED NAILS OR APPROVED EQUAL.
18. GYPSUM SHEATHING CONFORMING TO A.S.T.M. C79 OR C473 OR WALL BOARD CONFORMING TO A.S.T.M. C36 SHALL BE USED
FOR DIAPHRAGM ACTION AS SHOWN OR LISTED ON THE DESIGN DRAWINGS. NAIL OR SCREW PATTERNS SHALL BE AT SIX (6)
INCHES ON CENTERS UNLESS OTHERWISE NOTED.
19. WOOD TRUSSES SHALL BE PRE-ENGINEERED AND PREFABRICATED. TRUSS DESIGNS SHALL BE SEALED BY AN ENGINEER LICENSED
IN THE STATE OF NORTH CAROLINA. COPIES OF SEALED, APPROVED SHOP DRAWINGS MUST BE ON JOBSITE FOR INSPECTOR'S
REVIEW, PRIOR TO DELIVERY TO JOBSITE. LATERAL BRACING TO COMPLY WITH IBC.
20.
21.
GOVERNING CODE: NCSBC 2018
DESIGN LOADS:
WIND ZONE: 115 M.P.H.
EXPOSURE: "B"
SEISMIC ZONE: SOIL CLASSIFICATION D
ROOF LOADS:
DEAD LOAD= 20 P.S.F.
LIVE LOAD= 20 P.S.F.
SNOW LOAD= 1 0 P .S.F.
TOTAL ROOF LOAD= 50 P.S.F.
FIRST FLOOR LOAD
DEAD LOAD= 75 P.S.F.
LIVE LOAD= 125 P.S.F.
TOTAL FIRST FLOOR LOAD= 200 P.S.F.
REVISION
DA TEo 04/25/'l[J}JJ
PROJECT No. 16-019-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
UNIT HEATER SCHEDULE
lA ARK LOCATION SERVICE VENT INPUT VOLT PHASE HZ MOCP MCA IAFG. &: MODEL AFUE NET WEIGHT DIAMElER BTU
~~ENDED STORAGE REZNOR UEAS 180
UH-1,2,3,4,5 ...-~;;·;··~ AREA 1 4 175,000 120 1 60 15 7.9 &A~Ef.J'~G), GRAVITY VENTED N/A 245 LBS .
FAN SCHEDULE
MARK LOCATION SERVICE CFIA S.P. AMPS RPM VOLT PHASE DRIVE REMARKS
EF-1,2,3 SIDEWALL WAREHOUSE 3,061 .125" 3/4 860 120 1 DIRECT WAll MOIIIlEO FAN GREEN HECK
HP SE-36-607 OR EQ.
OUTSIDE AIR CALCULATION -2015 SC MECHANICAL CODE (TABLE 403.3) Vbz = RpPz
OCCUPANCY TYPE: SF I OF OCCUPANTS O.A. CFIA PER O.A. CFIA PER O.A. CFIA REQUIRED (Vbz) (Az) (Pz) PERSON (Rp) SF (Ra)
WAREHOUSE 21,600 - -0.06 1,296
INTAKE
LOUVERS TOTAL CFIA REQUIRED 1.296
TOTAL O.A. CFIA FURNISHED 9,813
+ RaAz
EXHAUST CFIA REQUIRED
-
TOTAL EXHAUST REQUIRED -
TOTAL EXHAUST FURNISHED -
Coastal Plains Engineering, P .A.
1'11111 f C-211611
R E
ROBERT E. MOORE
A R C H I T E C T
100 N. SUTHERLAND AVENUE
MllNRilE, NC 28110
704.283.1196
[e-mail]
MAC)
L.L.C.
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
May 04, 2020
SHEET TITLE
REVISIIlNS
MARK DATE DESCRIPTIIlN
PRilJECT Nil' 2020-002
MllDEL FILE'
DRAIJN BYI CSL
CHK'D BYI SF
DATE llF ISSUE
1?.1?.2020
M1
1" CW TO I£W
3/4" IE1ER
PROVIDE BACKFLOW PRE'IEN1ER
PER AUlHORilY HAVI
JJRISDICTION
NG
4"TOSI1E~ •
'l'""'-
(
~
134
I
11
~
I I
~
I
I
I if~
~ f-
~ I .""CW"Y/ fnv
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P-3 ~ I \ ,,~
~ ~""'" .. a ~ E
• I
h 1\3" t-"'-E N •
P-1 r· i ['-1/2" cw
'w'C
3"---
-V2T1lii LE ..._
/ T
r2" / I
I I
I I
-J---1'
I
I
p 2 1'-, Y'-1 -TOILE T
I i r~ 1\3" ~1/2" HAC
-~ . EYE
P +'WASH
SPRINKL
~3"
R
ROOM
r1
ENLARGED PLUMBING PLAN
SEE 1/P1 FOR ENLARGED
PIWIIBING PLAN lHIS
1/4"=1'-o"
.{
KnpiAN
PLUMBING FIXTURE SCHEDULE
SYMBOL MANUFACTURER MODEL I F'IXTURE DESCRIPTION ACCESSORIES
P-1 270AA.001 CADET 3 RIGHT HEIGHT ELONGATED TOILET CHURCH 295C ELONGATED SEAT AMERICAN STO. VITREOUS CHINA, 1.6 GPF OPEN F'IRONT LESS COVER
P-2 AWERICAN STD. 0490.011 LAVATORY, WALL-TYPE AMERICAN STANDARD 2385.400 FAUCET
P-3 FlAT DL1 MOLDED STONE SINGLE 727402000-DL1 HARDWARE PACKAGE,
BOWL LAUNDRY TUB, WALL MOUNTED A1-4"FAUCET 1111H CP BLADE HANDLES
P-4 BRADLEY S192240CFW WALL WOUNTED E'i~CE WASH
STAINLESS STEEL B AND DUST COVER ~;:ER~~y THERMOST~~~" MIXING VALVE
P-5 EU<AY EZSTLBLC BI-LEVEL ADA WATER COOLER -
WH-1 STATE OR EO. EN8-50-DORT 80 GALLON, ELECTRIC, 4500W, 240V, 1 f 3/4" T & P REUEF VALVE
WASTE RISER
N. T.S.
VACUUW BREAKER-...._
---HOT WATER UNE
GATE VALVE------.........
FULL SIZE RELIEF
PIPE TO EXTERIOR OF BLDG.
TEWP./PRESS. REUIT
VAILVE ----...1
DRAIN VALVE
/AIR GAP
WATER HEATER DETAIL
N. T.S.
SUPPLY
3/4" c.w.
1/2"
H.W./C.W. :1r .W./C.W.
Y.~ H.W./C.W.
1/2"c.w.
1"
H.W./C.W.
WASTE VENT REIIARI<S
3" 2"
2" 1-1/2" PROVIDE TRUEBRO LAV GUARD 2 UNDERSINI< PIPING COVERS
3" 1-1/2"
3" 1 1/2"
2" 1-1/2"
--SEE PLAN FOR LOCATION
ALL IIDlK SHALL BE DONE IN ACCORDANCE WllH lHE LAlEST EDIDON OF lHE
STA 1E CODE AS 1IELL AS ALL LOCAL AND OlHER APPUCABLE CODES.
ALL IIDlK SHALL BE PERFORIIED BY EXPERIENCED AND SKILLED CRAFTSMEN.
WAlER UNES BELOW GRADE SHALL BE TI'PE "K" COPPER (NO JOtiTS BELOW GRADE)
AND ABOVE GRADE 1YPE "1." COPPER SUPPORlED AS RECIJIRED AND SHALL BE
H'IDROSTAllCALL Y lESlED FOR l'Ml HCIJRS AT 100 PSI. ALL WAlER PIPING AT
WA 1ER AXlURES SHALL BE PROVIDED 1111H 1 a• AIR DIAMBERS OR SHoa<
ABSilRIERS. STOPS SHALL m: PROVIDED DN HOT AND COlD WAlER UNES HOT WillER
PIPING SHALL BE tiSULA lED 1111H 1" CLOSED CELL RUIIIER. lHE ENllRE WA 1ER
SI'SlEM SHALL m: DISINFEClED PRIOR TO PLACNG IN SERVICE
CPVC/PEX MAYBE SUBSllTUED FOR COPPER
SANTARY SEWER UNES SHALL BE PVC.
PROVIDE PRESSURE REDUQNG VALVE IF Sl1ET WAlER EXCEEDS BD PSI
GAS PIPING WILL BE SDIEDULE 40 ll.ACK SlEEL WllH BLACK MALLEABLE RON
SCREW-lYPE ATllNGS.
lHE PLUMBING CONTRACTOR SHALL PROVIDE ALL OPENINGS RECIJIRED FOR lHE
PWUBING WORK AND SHALL INSTALL ARE RAlED SLEEVES WHEREVER PIENETRAllONS
OF RATED WALLS OR FLOORS ARE IIADE lHE PATCIING SHALL BE BY lHE PIWIIBING
CONTRACTOR. lHE PWMBING CONTRACTOR SHALL REVIEW ALL UllUlY SllE PLANS AND
ARDlllECTURAL SllE PLANS FOR l\ORK BY OlHERS.
AND WAlER UNES. IIANHOLES ETC.) lHAT ARE TO BE
IT SHALL BE lHE RESPONSIBIUlY OF lHE PWMBING
LOCAllONS AND MAKE lHE ANAL CONNECTION AS
ALL FLOOR DRAtiS SHALL BE PROVIDED WllH !RAP PRIMERS
PLUMBING NOTES
N. T.S.
Coastal Plains Engineering, P .A.
1'11111 I c-211111
2811 l<lekloor Rd
P.O. Bolt 1117 Pem-, RC 28372
Vah>o 810-621-7218 -~
R E
ROBERT E. MOORE
A R C H I T E C T
100 N. SUTHERLAND AVENUE
MONROE, NC 28110
704.283.1196
[e-mail]
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
May 04, 2020
SHEET TITLE
REVISIONS
MARK DATE
PROJECT NOI
MODEL FILEI
DRA'JN BYI
CHK'D BYI
DATE OF ISSUE
1?.//.2020
DESCRIPTION
2020-002
CSL
SF
P1
4f1CUf6G
ir:TRICIL MmR
( RUNS 4f600 CU 3/0 GND PANEI.-PP2
I 1200A
2n/4PIJV
~PH 4W
0 MSB
PADIIOUNT 'IRANSFCRMER
BY UliUTY AVHL FAULT 75 KVA lCFUR
21,433A 4BOV DELTA
120/2118 WYE 3PH
I I SEC<»>DARY
_L
-:15 GND
ELECTRICAL RISER
N. T.S.
TYPICAL GROUNDING
P1
ROOM VOLTS 480Y /277V 3P 4W AIC 22,000
MOUNTING FLUSH BUS AMPS 1200 MAIN BKR 1200
FED FROM UTILITY NEUTRAL 100:!1: LUGS STANDARD
NOTE
CKT CKT LOAD KVA CKT CKT
II BKR CIRCUIT DESCRIPTION A B c II BKR CIRCUIT DESCRIPTION
1 20/1 LIGHTING 1.18 2 20/3 DISC 1
3 20/1 LIGHTING 1.17 4 I
5 20/1 LIGHTING 0.979 6 I
7 20/1 LIGHTING 0.989 8 60/3 DISC 2
9 20/1 SPACE 0 10 I
11 20/1 SPACE 0 12 I
13 20/1 SPACE 0 14 125/3 DISC 3
15 20/1 SPACE 0 16 I
17 20/1 SPACE 0 18 I
19 20/1 SPACE 0 20 20/1 EF-1
21 20/1 SPACE 0 22 20/1 EF-2
23 20/1 SPACE 0 24 20/1 EF-3
25 20/1 SPACE 0 26 20/1 SPACE
27 20/1 SPACE 0 28 20/1 SPACE
29 20/1 SPACE 0 30 20/1 SPACE
31 20/1 SPACE 0 32 20/1 SPACE
33 2D/1 SPACE D 34 20/1 SPACE
35 20/1 SPACE 0 36 20/1 SPACE
37 20/1 SPACE 0 38 20/1 SPACE
39 20/1 SPACE 0 40 20/1 SPACE
41 20/1 SPACE 0 42 20/1 SPACE
TOTAL CONNECTED KVA BY PHASE
CONN KVA CALC KVA CONN KVA CALC KVA
LIGHTING 4.32 5.4 (125:!1:) LARGEST MOTOR 99.8 24.9
MOTORS 171 171
TOTAL LOAD 202
BALANCED 3-PHASE AMPS 242
AVAIL FAI.lT
4,89JA.
PANEI.-PP2
200A
120/208V
~PH 4W
MS8
4 13/0 CU. 16 G
GROUNDING ELECTRODE DETAILS
GROUNDING ELECTRODE CONDUCTORS SHALL BE 11/0 BARE
COPPER. OTHER MATERIAL AND INSTALLATION PER NEC
G) CONNECT TO t.IETAUC WATER
PIPE AS REQ'D.
0 #A COPPER GROUND PLACED
TO BLDG SliEEL
A-#3/0 CU PP1 A=f6 CU PP2
P2
0 3/4"x10' LONG COPPER CLAD
GROUNDING ROD W/ #A COPPER
GROUND.
CONJRACTOR SHALL COORDINATE WITH LDCIL UliUTY FOR SERw:E. A COMPLETE AND WDRKING SYSTEM IS REQIIRED
FOR CCMPUANCE IMTH THESE DOCUMEN'B DmRMINE THE POINT OF CONNECliON TD THE UliUTY IMTH THE UliUTY REPRESENTAliVE
AND PROVIDE ACCDROINGL Y FOR A COMPLETE WORKING SYSTEM.
WIRE AND CABLE SHALL BE INSULA lED, TYPE THYIII OR THHN, 600 VOLTS, 'MTH COI'PER C<»>OUCTDRS. CONDUCTOR
SIZES NO. 8 AWG AND LARGER MAY BE S'IRANDED. CONDUCTORS SIZES NO. 10 AWG AND SMALLER MAY BE SOUD
OR STRANDED. NO RCMEK PERMITtED.
EMT SHALL BE GALVANIZED STEEL TUBING, 1/2-INCH MtiiMllot SI2E. EQUAL TD EI.ECTRUNITE BRAND OR APPROVED
AND USED ONLY IMTH HEKAGCNAL All STEEL COMPRESSION FilliNGS.
PLASliC C<»>OUIT SHALL BE RIGID, 3/4-INCH MINIMUM NON-METALUC. HEAVY OUTY, HIGH IMPACT,
POL YVtiYLCHLORIDE (PVC), TYPE I WILL BE USED FOR CONCRETE ENCASEMENT. FilliNGS SHALL BE THE SAME
MAlERIALS AND MANUFACTURER AS THE PLASliC CONDUIT.
FLEJIIBLE METAL CONOUIT SHALL BE 1/2-INCH MINIMUM SINGLE STRIP, STEEl, HOT DIPPED GALVANIZED INSIDE AND
OUTSIDE. MAXIMUM LENGTH 72 INCHES FOR UGHliNG AND 36" FOR MOTORS. FLEJIIBLE METAL CCNOUIT SHALL BE
UCUIDliGHT OR WATERliGHT WITH PVC JACNET YfiERE USED IN DAMP, WET OR OUTSIDE AREAS, AND UOUIDliGHT DR
WATERliGHT CONNECTORS SHALL BE USED.
NO RECEPTACLES OR TEL OUlLETS TD BE IICUNlED BACK TD BACK, KEEP AT LEAST 2 INCHES BrniEEN
RECEPTACLES AND TEL CUTLE'B
All CONDUCTOR SHALL BE COI'PER WITH A MINIMUM SIZE OF f12 AWG EKCEPT FOR FIRE ALARM.
THESE CONOUCTCRS SHOULD COMPLY WITH NFPA.
CONJRACTOR SHALL AUGN FIXTURES, SMOKE DETECTORS, CEJUNG DIFFUSERS ETC. AS REOURED TD PROVIDE A UNFORM
PRESENTAliON. AT NO liME WILL AN IONIZAliON DETECTOR BE LOCAtED WITHIN 3'-G" OF A SUPPLY OR RETURN AIR
GRILLE
CIRCUIT BREAKERS AND WIRE ARE SIZED FOR SPECIFIC EQUIPMENT. BEFORE ORDERING WIRE. BREAKERS AND CONDUIT
FOR THIS PRO.ECT THE CONTRACTOR SHALL COORDINATE WITH THE OTHER C<»>TRACTORS ON THE JOB AND VERFY THE
ELECTRICAL DATA FOR THE EQUIPMENT WHICH WILL ACTUALLY BE INSTALLED, RECOMPUliNG WIRE AND BREAKER SIZES IF
REQUIRED BY THE NEC.
ALL CONDUIT TERIINAliNG IN THE CEILtiG CAVIliES IS TD BE LABELED.
All CONDUIT SHALL BE COLOR COIDED WITH 1/2" \\IJE TAPE. 10'-0" ON CENTER tl ACCORDANCE
'MTH STANDARD tiOUSTRY PRACliCE.
THE MOUNliNG HEIGHTS AND LOCAliONS OF ALL WALL MOUNtED OUlLETS AND .liiCliON BOXES SHALL BE REVIEWED AND
CODROINATED liTH THE ARCHITECT AND OYIIIER, PR10R TD INSTALLAliON, FOR USE WITH ACTUAL EQUIPMENT.
EACH CONTRACTOR IMLL PROVIDE HIS OWN SIJ'PORT OF ALL DEVICES AND EQUIPMENT PROVIDED BY HIM AND SHALL
SUPPORT SUCH EQUIPMENT PER APPROVED GOVERNING CODES OR PER APPROVAL OF THE ENGINEER/ARCHITECT.
UNACCEPTABLE WORKMANSIIP OR MATERIALS SHALL REPLACED AT THE REQUEST OF THE ENGINEER/ARCHITECT AT THE
CONTRACTORS EXPENSE.
THE CONTRACTOR SHALL REFER TD THE ARCHITECTURAL PLANS FOR FILDOR PLAN DIMENSIONS.
THE CONTRACTOR SHALL COORDINATE ANY AND All ll1lRK YI1TH OTHER TRADES INVOLVED IN THIS PRO.ECT PRIOR TD THE
INSTALLAliCN OF HIS EQUIPMENT, SO AS TD AVOID CONFUCTS DURING CONSTRUCliON AND ALLOW FOR OPliMUII WORKING
SPACE AND MAINTENANCE.
ALL FUSES DISCONNECT SWITCHES AND BREAKER SIZES SHOWN FOR MECHoiNCAL EQUIPMENT
SHALL BE VERIFIED BEFORE PURCHASE AND INSTALLAliON OF SAID EQUIPMENT WITH THE EQUIPMENT SUPPUER AND
MECHANICAL CONTRACTOR.
WHERE EQUIPMENT PENETRATES EKlERIOR WALL OR ROOF THEY SHALL BE PROPERLY SEALED 'MTH METHODS APPROVED BY
THE ARCHITECT/ENGINEER.
All WORK IS TD BE DONE IN STRICT COMPUANCE 'MTH THE LATEST VERSION OF THE NEC AND APPUCABLE STATE OODES
RECESSED FIXTURES INSTALLED IN HAlED ASSEMBUES SHALL BE INSTALLED WITH AN ENCLOSURE SO AS TD MHNTAIN THE HAliNG OF
ASSEMBLY
ELECTRICAL NOTES
N. T.S.
ROOM VOLTS 208Y/120V 3P 4W AIC 10,000
MOUNTING FLUSH BUS AMPS 200
FED FROM UTILITY NEUTRAL 100:!1:
NOTE
LOAD KVA CKT CKT LOAD KVA
A B c I BKR CIRCUIT DESCRIPTION A B
5.54 1 20/1 RECEPTACLE 1.26
5.54 3 20/1 RECEPTACLE 1.08
5.54 5 20/1 RECEPTACLE
16.6 7 20/1 RECEPTACLE 0.9
16.6 9 20/1 RECEPTACLE 0.36
16.6 11 20/1 EF4, EF5, LIGHTING
33.3 13 20/1 SPACE 0
33.3 15 20/1 SPACE 0
33.3 17 20/1 SPACE
1.66 19 20/1 SPACE 0
1.66 21 20/1 SPACE 0
1.66 23 20/1 SPACE
0 25 20/1 SPACE 0
0 27 20/1 SPACE 0
0 29 20/1 SPACE
0 31 20/1 SPACE 0
0 33 20/1 SPACE 0
0 35 20/1 SPACE
0 37 20/1 SPACE 0
0 39 20/1 SPACE 0
0 41 20/1 SPACE
59.2 58.3 58.1
CONN KVA CALC KVA
(25:!1:) LIGHTING 0.122 0.153 (125:!1:)
(1 00:!1:) LARGEST MOTOR 0.948 0.237 (25:!1:)
MAIN BKR 200
LUGS STANDARD
CKT CKT
c II BKR CIRCUIT DESCRIPTION
2 15/1 UH-1
4 15/1 UH-2
1.08 6 15/1 UH-3
8 15/1 UH-4
10 15/1 UH-5
0.163 12 20/1 UH-6
14 20/1 SPACE
16 20/1 SPACE
0 18 20/1 SPACE
20 20/1 SPACE
22 20/1 SPACE
0 24 20/1 SPACE
26 20/1 SPACE
28 20/1 SPACE
0 30 20/1 SPACE
32 20/1 SPACE
34 20/1 SPACE
0 36 20/1 SPACE
38 20/1 SPACE
40 20/1 SPACE
0 42 20/1 SPACE
TOTAL CONNECTED KVA BY PHASE
CONN KVA CALC KVA
MOTORS 4.78 4.78
RECEPTACLES 4.68 4.68
HEATING 1.5 1.5
TOTAL LOAD 11.4
BALANCED 3-PHASE AMPS 31.5
LOAD KVA
A B
0.948
0.948
0.948
0.948
0
0
0
0
0
0
0
0
0
0
4.06 3.34
(100:!1:)
(50:!1:>10)
(100:!1:)
c
0.948
1.5
0
0
0
0
0
3.69
Coastal Plains Engineering, P .A.
1'11111 I c-20111
215 IMJdeer ld
P.O. lloJ: 1117
Pemhrob, NC28S'I2
Volcr. tiG-1121-7213 ...... ~ ......
R E
ROBERT E. MOORE
A R C H I T E C T
100 N. SUTHERLAND AVENUE
MllNRilE, NC 28110
704.283.1196
[e-mail]
MAC)
LL.C.
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
May 04, 2020
SHEET TITLE
REVISIIlNS
MARK DATE DESCRIPTIIlN
PRilJECT Nll1 2020-002
MllDEL FILEI
DRAIJN BY: CSL
CHK'D BY' SF
DATE llF ISSUE
?1.?1.2020
E1
\IALK/IXJCK
P2-1
\OIFY LOCA~
Of DISCON~ClS Willi I{ND
ISC 1
'14 r--.,p1-2, 4,6
~ DISC 2
~ P1-8,10,12
1"C,3#4,#1 OG
P2-12
r-
p -14,16,18
1-1/ c;;lfl /0.#6G
'--~ p iSC 3
..--
P2-7
P2-B P2-5
ELECTRICAL PLAN
1/B"=1'-o"
UH-2 ['
P2-4
P1-24
-1
-20
-2
P1-22
Pembrab, NC 28372
VDice: 8111-U.l-7213 ...... ~ .......
R E
ROBERT E. MOORE
A R C H I T E C T
100 N. SUTHERLAND AVENUE
MONROE, NC 28110
704.283.1196
[e-mail]
MAC)
L.L.C
2021 EAST ROOSEVELT BLVD
MONROE, NC 28212
May 04, 2020
SHEET TITLE
REVISIONS
MARK DATE DESCRIPTION
PROJECT NO• 2020-002
MODEL FILE:
DRA\v'N BY• CSL
CHK'D BY• SF
DATE OF ISSUE
17.17.2020
E3
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NOT TO SCALE
H!ISPITAL
~~-F-~t----!ILF_
N79-38' -29'E
1.= 86.85'
BEFORE YOU DIG
STOP
""" "-....
IF
S85-13' -15'W
L.=301.23'
"-.... """ l EX. SEWER
"-.... MANHOLE
C\l co
l'-
10 ....
l I VERIFY ELEVAT ONS
FOR NEW 4" I I SERVICE I.JNE
I I
OWNER: MAC LLC
PARCEL I.D. 09117004
D.B. 6438 PAGE 058
N74-53' -12'E L.= 808.30'
HASTY STREEY 60' R/W
DB 6140 PG 453
EX. ASPHALT TO REMAIN
NO WORK THIS AREA
EX. BUILDING TO REMAIN
NO WORK THIS AREA;
.
E
EX. ASPHALT PARKING
TO REMAIN
NO WORK THIS AREA
II
...:l I I . >-<
EX. ASPHALT TO BE
REMOVED
2100 +/-SQ. FT.
PROPOSED
BUILDING
1/
~OP
v
"-I I EX. BUILDING TO REMAIN : ~ 1:5 -.~1 L NO WORK THIS AREA ~ ~ v I-+-~ --~--------------~~==~-=--~~--~~~----------------~--i~~~~··_.~FR~o;~~~T~SE~T~B~A~C~K ~~-=~~~~~~=t~:·/~~Z:2·:2~~:::i~· ~.L~~~ ~I . I ~SE3~~N~EwER J>Vr fj·~ r ~
EX. ASPHALT TO 83:/
Z;:!: L I Ii'lat Cab. H. REMOVED File: 0517 I 2100 +/-SQ. FT.
R '''' --R/W -+-IF I s R=8958. 78' 1=835.04' I" I CHORD= S75-07' -27'W 1.= 834. 73'
_jiF R/Vi
E JP EOP
G) "' EX. WATER MAIN
EX. TO REMAIN
F.H.
SECTION 03.01.04 CITY OF MONROE
STANDARD SPECIFICATIONS
CONSTRUCTION SEQUENCE:
1. OBTAIN APPROVAL LEITER FOR EROSION CONTROL AND
SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE WITH THE
CITY OF MONROE ENGINEERING EROSION CONTROL SPECIAIJST.
ALL APPROVED PLANS AND REQUIRED PERMITS WILL BE ISSUED
AT THE MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON
APPROVED PLAN.
3. SUBMIT CERTIFICATION FORM 1-01, PRIMARY EROSION
CONTROL INSPECTION FORM, TO THE EROSION CONTROL
SPECIAIJST DURING THE INSPECTION OF INSTALLED EROSION
CONTROL MEASURES.
4. PROCEED WITH GRADING.
5. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL. CHECK
AFTER EVERY RAIN EVENT. MAINTAIN RAIN GAUGE AND RECORD
KEEPING PER NPDES PERMITTING REQUIREMENTS.
6 SEED AND MULCH DENUDED AREA IMMEDIATELY AFTER
FINISHED GRADES ARE ESTABLISHED.
7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL A
PERMANENT GROUND COVER IS ESTABLISHED.
8. ADDITIONAL MEASURES MAY BE REQUIRED BASED UPON
ACTUAL SITE CONDITIONS.
9. SUBMIT CERTIFICATION FORM 1-06, FINAL EROSION CONTROL
ACCEPTANCE FORM, TO THE EROSION CONTROL SPECIALIST TO
SCHEDULE A FINAL ON -SITE INSPECTION.
10. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE
THESE AREAS UPON APPROVAL OF CERTIFICATION FORM 1-06.
II. SUBMIT CERTIFICATION FORM 1-07 WHEN THERE IS AN
INTERMEDIARY REMOVAL OF EROSION CONTROL MEASURES •
12. SUBMIT CERTIFICATION FORMS 1-04.A & 1-04.B AT
APPROPRIATE PHASE OF CONSTRUCTION.
SITE NOTES:
1.
2.
3.
4.
OWNER/ADDRESS: MAC LLC
P.O. BOX 985 2012 E. ROOSEVELT BLVD.
MONROE, NC 28112
PHONE [phone]
TAX #: 09117004 D.B. 6438 PAGE 058
NO POINT ON THE EXISTING OR PROPOSED BUILDINGS ARE GREATER
THAN 600' FROM A FIRE HYDRANT. EXISTING HYDRANTS ARE LOCATED
IN U.S. HIGHWAY 74 RIGHT-OF-WAY.
GENERAL CONTRACTOR-TO BE DETERMINED
5. ALL INFORMATION TAKEN FROM SURVEY INFORMATION PREPARED
BY JEFF GORDON P.L.S. AND COUNTY RECORDS.
6. STORMWATER CONTROL PROVIDED BY DRAINAGE OUTLET AT
NORTHEAST SIDE OF PROPERTY.
7. CONTACT PERSON RESPONSIBLE FOR MAINTENANCE -
MR. BILL MACTAGGERT 704-282-4424 EMAIL: [e-mail]
8. CIVIL ENGINEER-GCM3 ENGINEERING PLLC
3031 SPRING FANCY LANE INDIAN TRAIL,N.C. 28079
PHONE [phone]
EMAIL: [e-mail]
9. PROPERTY WILL BE USED BY OWNER FOR GENERAL OFFICE/ BUSINESS
10. SOIL TYPE CLASSIFICATION-BAb
2 TO 8 PERCENT SLOPES FROM USDA WEB SOIL SURVEY.
11. PERMISSIBLE USE-COMMERCIAL/GENERAL BUSINESS
I
I
I
I
I
I
12. AUTOMOBILE ASPHALT PARKING AREA TO BE MINIMUM 1-1/2" I-19.0C
------------------------------------7'---,--------_l_--L----------:-----------------~ ASPHALTIC PAVING OVER 8" SABC BASE COURSE OVER COMPACTED : FILL (100% STD. PROCTOR)
I
I I EX. SEWER
MANHOLE
VERIFY ELEVATIONS
FOR NEW 4"
SERVICE I.JNE
U.S. HIGHWAY 74
R/W VARIES
--····· ·---··
, TRUCK AND DRIVEWAY AREAS TO BE MINIMUM 2" I-19.0C ASPHALTIC
PAVING OVER 8" SABC BA)SE COURSE OVER COMPACTED FILL (100% STD. PROCTOR
SHEET INDEX I
C-1 EXISTING SITE PLAN
C-2 SEDIMENT & EROSION CONTROL PLAN
C-3 GRADING PLAN
C-4 BUILDING & PARKING PLAN
C-5 UTILITY PLAN
C-6 LANDSCAPING PLAN
C-7 SITE DETAILS
C-8 SITE DETAILS
13. THE DEVELOPER MUST REQUEST ANY DEVIATION FROM THE CITY OF MONROE
DETAIL MANUAL IN WRITING ALONG WITH JUSTIFICATION FOR REVIEW AND
RECOMMENDATION BY STAFF.
14. CONTRACTOR IS TO CALL NC ONE CALL AT 811 PRIOR TOEXCAVATION
ACTIVITIES. ANY CONFLICT WITH UTILITIES MUST BE RESOLVED PRIOR TO
COMMENCEMENT OF THE WORK. THE OWNER WILL BE RESPONSIBLE FOR
COST TO PROTECT CITY FACILITIES AS DETERMINED NECESSARY BY THE CITY.
15. THE DEVELOPER MUST OBTAIN THE WRITTEN PERMISSION OF THE ADJACENT
PROPERTY OWNER(S) FOR ANY OFF-SITE GRADING OR CONSTRUCTION PRIOR
TO CONSTRUCTION PLANS APPROVAL.
1 EXISTING SITE PLAN CJi) SCALE 1" = 40.0'
REVISION
DATE< 04/25/']JJ]D
PROJECT No. 16-{)19-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
''.·1' ' i
! I ''
~·''" ---~-···"----
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0
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N79-38' -29'E
L.= 86.85'
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
t\l
<0
z:.-l(.)
...-<
II
~
ll=
z:.--I
t\l
0
I
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IF s
EX. BUILDING TO REMAIN
NO WORK THIS AREA
R=8958.78' L=835.04'
CHORD= S75-07'-27'W L.= 834.73'
U.S. HIGHWAY 74
RIW VARIES
N74-53' -12'E L.= 808.30'
HASTY STREEY 60' RIW
DB 6140 PG 453
--.---...,IF
C':l ...-<
<0
...-< ....
II
• ~ 0 I
""' ;... ,... -...-< t\l
I
EX. ASPHALT TO REMAIN
NO WORK THIS AREA
lO
t\l
I
EX. BUILDING TO REMAIN
NO WORK THIS AREA
R "" fh
E St.O+OO
BEGIN TEMP.
SILT FENCE
DISTURBANCE/ I
10,200 SQ. FT. I
0.23 ACRES
EX. TREELINE
TO REMAIN
C':l
...-<
St.1+51 rn
NO WORK THIS AREA
TURN TEMP.""'
SILT FENCE ~"ra·-o·l
I
_I I
LIMITS OF I
EX. ASPHALT PARKING
TO REMAIN
I
I
I
DISTURBANCE ----.__,_1-o l
SAWCUT AND REMOVE~ : V~F ITS NO WORK THIS AREA
--R/W -+--
I
LIMITS OF /
DISTURBANCE./
1 0,200 SQ. FT.
0.23 ACRES
1 I
I I
I I
I I
EX. PAVEMENT ~ IE DP DISTURBANCE
PROPOSED>~ BUILDING
WALL
EX. ASPHALT TO REMAIN
UNTIL BACKFILL OPERATION
I
I
LIMITS OF I I /S\.3+51
DISTURBANCE---..._ ; _ _ _ . _ _ _ J / TURN TEMP. ,------_:::-::: "-...,~·bl============~.l-/ SILT FENCE
St.4+83/
END TEMP.
SILT FENCE
EX. TREELINE
TO REMAIN
NO WORK THIS AREA
• 0
I ~
3'-0
-L---<IF
EJP EOP
(;) TOT
EX.
F.H.
EX. WATER MAIN
TO REMAIN
SECTION 03.01.04 CITY OF MONROE
STANDARD SPECIFICATIONS
CONSTRUCTION SEQUENCE:
1. OBTAIN .APPROVAL LETTER FOR EROSION CONTROL AND
SCHEDULE PRE-CONSTBUCT!ON MEETING ON-SITE WITH THE
CITY OF MONROE ENGINEERING EROSION CONTROL SPECIALIST.
ALL .APPROVED PLANS AND REQUIRED PERMITS WILL BE ISSUED
AT THE MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON
.APPROVED PLAN.
3. SUBMIT CERTIFICATION FORM 1-01, PRIMARY EROSION
CONTROL INSPECTION FORM, TO THE EROSION CONTROL
SPECIALIST DURING THE INSPECTION OF INSTALLED EROSION
CONTROL MEASURES.
4. PROCEED WITH GRADING.
5. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL. CHECK
AFTER EVERY RAIN EVENT. MAINTAIN RAIN GAUGE AND RECORD
KEEPING PER NPDES PERMITTING REQUIREMENTS.
6. SEED AND MULCH DENUDED AREA IMMEDIATELY AFTER
FINISHED GRADES ARE ESTABIJSHED.
7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL A
PERMANENT GROUND COVER IS ESTABIJSHED.
8. ADDITIONAL MEASURES MAY BE REQUIRED BASED UPON
ACTUAL SITE CONDmONS.
9. SUBMIT CERTIFICATION FORM 1-06, FINAL EROSION CONTROL
ACCEPTANCE FORM, TO THE EROSION CONTROL SPECIALIST TO
SCHEDULE A FINAL ON -SITE INSPECTION.
10. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE
THESE AREAS UPON .APPROVAL OF CERTIFICATION FORM 1-06.
11. SUBMIT CERTIFICATION FORM 1-07 WHEN THERE IS AN
INTERMEDIARY REMOVAL OF EROSION CONTROL MEASURES.
12. SUBMIT CERTIFICATION FORMS 1-04.A & 1-04.B AT
.APPROPRIATE PHASE OF CONSTRUCTION.
NOTES:
1-TOTAL DISTURBED AREA
0.23 +I-ACRES.
I
10,200 SQ. FT.=
2-EXISTING IMPERVIOUS AREA IN PARKING AREA=
60,400 SQ. FT. +I-
3-FINAL IMPERVIOUS AREA= 58,300 SQ. FT.
NET REDUCTION= 2,1 00 SQ. FT.
4-TEMPORARY SILT FENCE REQUIRED=483 LF
AS SHOWN ON PLAN.
5-CONTRACTOR SHALL SUBMIT FORM 1-04A
AND FORM 1-04B AT APPROPORIATE STAGES
OF THE PROJECT.
I
LEGEND:
)( )( TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
EXISTING GRADE
FINAL GRADE
TEMPORARY CONSTRUCTION ENTRANCE
Sediment &
Control @Erosion
tr SCALE 1" = 30.0'
~~-----------·-----. --------------------·--··-·---· --·-··------------------~~~~--~~~~~~~-
REVISION
DATE• 04/'}5f}lf}J)
PROJECT No. 16-019-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
CC=2
. z
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N79-38' -29'E
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BEFORE YOU DIG
STOP
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I
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'T
~L
IF s
N74-53' -12'E 1.= 808.30'
HASTY STREEY 60' R/W
DB 6140 PG 453
EX. BUILDING TO REMAIN
NO WORK THIS AREA
...
R=8958.78' 1=835.04'
CHORD= S75-07'-27'W 1.= 834.73'
U.S. HIGHWAY 74
R/W VARIES
-------· ...... ------·-··
EX. ASPHALT TO REMAIN
NO WORK THIS AREA
E
EX. BUILDING TO REMAIN
NO WORK THIS AREA
56~' 56'&0~
R ''" rn
EX. ASPHALT PARKING
TO REMAIN
NO WORK THIS AREA
>-< 569 <z....._ 1 ~ < '"59n o· 6 :> :::!1 -....::: ....__ 1 F .F.
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R/N
'
.....
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C\l
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EX. TO REMAIN
F.H.
·-· ·----...... --
NOTES: I
1-TOTAL DISTURBED AREA=10,200 SQ. FT.=
0.23 +/-ACRES. NO PERMIT REQUIRED.
2-0WNER WILL MAINTAIN SILT FENCE/
STORMWATER CONTROL
MEASURES IN ACCORDANCE WITH THE
NC DEQ STORMWATER DESIGN MANUAL.
LEGEND:
)( )( TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
EXISTING GRADE
FINAL GRADE
TEMPORARY CONSTRUCTION ENTRANCE
Plan
~
\!]~
~~i; ~~ ~~~u ~~ ~~~~ ~~
REVISION
DA TEl 04{1.5/1I111.)
PROJECT No. 16-019-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
C=J
·-----· --·-··------·-------------··----------------
,,
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N79-38' -29'E
1.= 86.85'
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE-CALL CENTER
Cll <D
1'-
lD ......
II
~
is=
r--...... I
Cll 0
I 2L
IF
~~~ --~------
s
EX. BUILDING TO REMAIN
NO WORK THIS AREA
N74-53'-12'E L.= 808.30'
~--~--
HASTY STREEY 60' R/W
DB 6140 PG 453
EX. ASPHALT TO REMAIN
NO WORK THIS AREA
EX. BUILDING TO REMAIN
NO WORK THIS AREA
E
EX. ASPHALT PARKING
TO REMAIN
NO WORK THIS AREA
'·-'T
'b I "' ":.
~ 'b is=~ ~ -14--ONC.
AMP 1:12
-,------~IF
PROPOSED
BUILDING
F.F. 571.0'
• 7 il
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<D ...... -.!'
II ~
r£1 . .... C\l I .
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R=8958.78' L=835.04'
CHORD= S75-07'-27'W L.= 834.73•
U.S. HIGHWAY 74
R/W VARIES
R "'" ~~·
197' a·
----R/W --+-
EOP IOP
120'-0" 25' 0"
'R:" .,fW---'------_j IF
G) "' EX. WATER MAIN
EX. TO REMAIN
F.H. &
PLAN
~
~~
~~~AA m~ u.~ ~ ~~ i~~~ ~~
REVISION
DAm 04/2S/2CY}[J
PROJECT No. 16-019-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
z
0
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z w ~
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IF '\;---...Jlt-F _
N79-38' -29'E
1.= 86.85'
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE-CALL CENTER
IF "-.
"-.._
I
N . EX. 30' Sfi:WER
~ EASEMENT I
r-
ID .....
II
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~t $. +00 1VP NECT TO 5<. GRAVI1Y
~I_
IF
s ..
qX. 30' SEWER
EfASEMENT
St.0+16 c.o.
EX. BUILDING TO REMAIN
NO WORK THIS AREA
·----···---·· .. "•·-·-· .. ·---.. -····------------------------------
St.3+00 c.o.
CONT. 4"
SEWER
N74-53' -12'E L.= 808.30'
HASTY STREEY 60' R/W
DB 6140 PG 453
EX. ASPHALT TO REMAIN
NO WORK THIS AREA
EX. BUILDING TO REMAIN
NO WORK THIS AREA
E
EX. ASPHALT PARKING
TO REMAIN
NO WORK THIS AREA
St.7+19 c.o.
TURN
SEWER
>--~z ~~ ~r"'l
St.7+42
C.O.
END 4"
SEWER
St.1+62
END 6"DJP
-RJ
Sewer7+00
St.1+52
90 ELBOW
6"G.V.
1-1/2"G.V.
St.6+16 ~
1 25
~ 1 00 I
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II
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CONT. 4"L,~--------------------------------~------------------------------.-~ ..:..: c.o. U1
0 U1
SEWER ~ offi ~ 03: ... +w ~UJ
0 0 + "'
R=8958.78' L=835.04'
4" SS PVC
CHORD= S75-07'-27'W 1.= 834.73'
U.S. HIGHWAY 74
R/W VARIES
0 0 + "'
• 0 0
0 I b + " ....
R , ... Jh
:xio -:.,. 0 0 r"'lE-<
+ "' 0+5
St. 0+40 BEGIN
VAULT W/ RPZ DETECTOR
ASSEMBLY SEE DETAILS
---R/W -+-RPZ St. 0+34
6X6X2 DIP TEE
6" G.V.
· R/vV _jiF
E P OP
St. 0+34
" m domestic
BEGIN DOMESTIC
SERVICE
Be in ii" Copper Service
co nect w/ Saddle
& orp. Stop 1YP.
Se Details
St. 0+00
EX.
' ---=--=--------<' F.H. r-65'-0" .
Wet Tap Ex. ????? Water Main
w/ Saddle & Tapping Valve
Begin 6" DIP-Restrained Joint
Typ. (Use Mueller H615
Tapping Sleeve or Approved
Equal)
EX. WATER MAIN
TO REMAIN
1
C5
UTILITY NOTES:
1-ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE
WITH NCDOT PERMITS AND SPECS.
2-ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH
CITY OF MONROE SPECS. SEE DETAILS.
3-SANITARY SEWER SERVICE TO BE PROVIDED FROM EXISTING
SEWER MAIN. CONTRACTOR TO VERIFY ALL REQUIRED ELEVATIONS.
4-POTABLE WATER SERVICE TO BE PROVIDED BY ONE (1)-
~" METERS AT R/W AS SHOWN ON PLUMBING PLANS
THE NEW METER IS BE PROVIDED WITH BACKFLOW
PREVENTION. SEE DETAILS.
5-CONTRACTOR TO PROVIDE GUTTERS AND DOWNSPOUTS FOR
CONNECTION TO STORMWATER PIPELINE SYSTEM.
Utility Plan
SCALE 1" 40.0'
----------·-··-.. -··· ·-·····---
REVISION
DA TE• 04/25/2I11JJ
PROJECT No. ltH)19-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
CC=5
. z
0
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UJ
2
0:: w
Q_
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t----JI!,':_F_
N79-38' -29'E
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BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE-CALL CENTER
~
!:'-......
I
t\l
0
I ~b-.
IF
EX. BUILDING TO REMAIN
NO WORK THIS AREA
U.S. HIGHWAY 74
R/W VARIES
N74-53' -12'E L.= 808.30'
EX. ASPHALT TO REMAIN
NO WORK THIS AREA
HASTY STREEY 60' R/W
DB 6140 PG 453
E
-~--r
I
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I II
,_j
I ::;
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I
I®
Landscaping Notes: I
1. PARKING LOT LANDSCAPING:
EXISTING ASPHALT TO REMAIN. NO WORK THIS AREA.
2. SIDELINE SCREENING BUFFER: MIN. 20' WIDE
TO ADJACENT EAST PROPERTY.
EX. TREELINE TO REMAIN.
3. STREETSCAPE BUFFER: MIN. 8'-0" WIDE
ALONG ROAD FRONTAGE.
EX. TREELINE TO REMAIN
EX. BUILDING TO REMAIN
NO WORK THIS AREA ~· ~-----,----------~----~11 0
EX. ASPHALT PARKING
TO REMAIN
NO WORK THIS AREA
•••
11111111
-~-----------
10
I
Ex. Treeline to Remain I ® No Work This Area
10
I
I®
I
Q "' EX. WATER MAIN
EX. TO REMAIN
F.H.
LEGEND: I
0 SHRUBBERY
{!f) SMAUL MA TIJRING TREE
® EXISTING TREE TO REMIAN
0 EVERGREEN TREE
1 LANDSCAPING
@SCALE 1" = 40.0'
------..... ----------
PLAN
REVISION
DA TEo 04/25/]J:J}D
PROJECT No, 16-019-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET
!
! i
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0
VJ
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0:: w
0...
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~·
I, CONTRIICTO!t5 1!115TillLING NEW GR<\VITYMAIN5 5111\tJ. HAV~ Tlif OrT!ON Of USING 5UP
.lO!NT 501M5 PVC 1"Ee WIT1i 4' 5CH, 40 BRANCH OR MAKING TAF5 ~ 5HOWN ON Tllf
Ol'TAlL WITH :'>EWER SADDLE
2-. CONTRACTOR OR art 0~ MONRO~ nR50NNEL 5HALLIN5TAU-Trlf CL.fAN-OLJl' 2_ fl'fr
~Vt: GRDI.JND WITH A 4' ><*!" • b' 5UFro!rr fOBf AllUTTING TO GRAPE AND THf FOST
REMOVW BYTH~ PWM6ER UPON CONNECTION TO TMf TAF. THe IN:JTALLATION Of Tlif 4" X 4' POST SHALL BE WANED FOR EX~TING fll.lll.DING$ AND EIUII.PJNG5 UNOER
COOSTIWCTION.
3. PWMBER ~11A!.l HAVE ntf OPTION TO ltGTAt.L I'.OH~ PlfCf 4" 5CH. 40 COMBINATION
IV'rf I /3 BEND TO MINIMIZE T~NCii D~PTH OR IN5f ALL Tl1f SEWER 5fRVlCE tATE!IAL I'R.OM THE 4" STUB OUT. COMMERCIAL A!<D JNOIJ5TI<IAL BUILDINGS R!'QUIRJI>IG
SAMPUNG OFTiie WA51!WATER D15CI1ARGE SMAll 5E RfQUirfD TO IN5TM.L l'l.UMBII>/G
fiTTINGS IN ACCORDANCE WITH THE CONDITIONS USTI:D ON TNE OOILDING FUMIT,
A, Ttl~ OFfNI~G IN Tl1f PIPE SliAU. BE CUT WITt! A T/>i' MACHINt: ONLY.
5. b' OR LAAGER SEWER LATERAL TAl"$ SHALl.~ INSTALlfD INTO Ttie NfAII.I5f 5ANITAR'f
5~\'JtR MANHOLE DOWN5mEAI\l Of TKI! 6UIWING OR A M!W' MANHOI.t CONSTRLICTt:D
0\lfR 1'111'. Sewf!!. MAIN (SEE "D0GHOIJ5E' M/\111110t.E DtTAA..)
6 All CON5TIWC110N l>'f FWMa!:R, EmiER OPTION I OR OfTIDN 2, SHAU. 6f 1!<5PECT!:D
AND N"f'ROV!'O 6'f A 6lJilDING IN5ffCT0R UNDlR A. VAUO l't.RMiT.
7. CONTAACTOR OR CITY OP MONRO!" FfRSONNfl MAY 1\DJUST SERVICE LAT~
El.f\IATlON WIT11 ffiTINGS IF ADfQUATf GRAD!:' 15:1STS.
t!i. LATERAl. SHALL HAVE 4" SIJfiEJASE Of 1"7 WASHfO STONE TO A lEVI"L OF 4' i'IY::Nf. THE TOP OF THE Plrf.
~. BAA$5 CM' TO 6E l~'5TAt.l.fD PER DeTAIL Afl"fll. 6UilDING CONNecTION.
JO. CU:ANOUTS SMAll NO\" 8E PI.AC~D IN LON l\1NG ARE.I6. OR. IN AA£16 WHW fLOODING
OR IWN Off MAY OCCUR.
ro--''"''"~nooc RfMO\IfD AFP-R CONNOCTlON -TO etJ•LOING PUJMeiNG
SEE NOTE 2,
~
4" PVC PEMAJ.f
ADWTERW!
6RA55 F'LUG. TO
6E 116TI\U.EO AfTERE.\LIILJ;lNG
CONNECTION.
4"1\eo\/E G!WIJ~D CL&AN OUT
E:(TEIJ510N TO & LOI\'Ef':eo
AfTER CONNECTION TO 6\JILDmG
f'I.UMaiHG 5eE 0101e 2.
FINISH~D GRADE
TO 6UilDING
6Yf'I_UMBER
OPTION I
OPTIONAl 4" 5Cti. 40 COM61NATION WYE AND 118 6END ONE PIECE
4' MAX
2' MIN
4' 5CH. 40 PVC NIFF'LE LfNGTti VAAJI5 DEPENDING ON DePTH OF 3fWfR MAIN TO
. MINIMIZE AODIT!ONAL tleN05
.4' SCtl . .ol(l COMBINATION Wl'f
AND lf/J efND owe ~fa
TO Elf IN$TALLfD 81' eUilDERS
PlUM6ER.lf ADEQUATE GRADe
fX151'5 TO 6l.IILDING'5 FLOOR ElfVATION 5f.f Non:: 3.
# REVISED
I/2G/17
# REVISED
I/2G/17
# RfVISED
I 4/11/2008
2 I 0/29/2015
3 I/2G/20 17
4' fAJ> MADE A.f'PROX. A5" A30V!' SPRING IJNE OF 5fWfR. MAIN
4" 5CH. 40. !)e. &NIJ GlUE JOiNT CONNECTION (rYP.)
GRAVITY SI!WI"R MAIN 5DR·35 f'VC OR C~ 350 DIP fOR NEW CO~'ST!WCT:ON. CITY Of MONI"..E 5HALL MM.:' TAPS ON ACTIV!' 5EW!'R MAoN5. lJNLE55 5l'!:CifiCAU.Y AI'!'ROVW OTHEII.WI5f.
DATE' 7/1/04
SCALE' NONE STANDARD DETAIL WATER. RESOURCES DEPARTMENT
CITY OF MONROE, NC DRAWN BY' SPT
CHECKED BY' DSW
APPROVED BY' RGC
SEWER LATERAL DETAIL
12.13.00 OIV. <0. 12
·--~· ... ~
FOR DIP < 20' BURY FOR DIP BURY > 20'
FOR PVC C900 DR-25 3' < BURY < 20'
5EL.teli5AO'f'" NO ROCKS OR OI<GANIC MAITIIJI<I.
HM-ID Pv..c:;fM~NT IN,; III{;H UFJ:I
COMPACTION TO $1~'!1. PI<DCTOR
TYPE I
FOR DIP BURY > 30'
'I' TO~IliN Ol'l' STREET !WI
CITY S'fl!,fi!T 5TA.NOAR00 IN ~ iJW
S"\fCT 5ACFJ'IU.
NO ROCI<S ::> 3/ol FOOT IN 011\.
NO O"""'NIC MATt:I'JAI.
PI.ACtM~~ IN J 2' U:"rn
COMPACTION 10 95~ ~
5El.ECTBJ\C<..91.1.
NOROQ:.SORO~ I,IATeiiJ/oJ.
HAND ~00 IN G·>NCH UrT9
COMPAGHO~ TO 515'!1. PROCTOR
NOTES•
I
'""
TYPE II
FOR PVC SDR-35 3' < BURY < I 2' 1 . A MINIMUM OF 12" Ff"..OM OUTSIDE DIAMENTER. OF F'IFE TO SIDE OF
TRENCH MUST BE ALLOWED FOR COMF'ACTION OF Fill MATER!Al.
sruocr eAC.:t~Ll NO J!D0:5 OR Q1!1;AMC MAT~RlAl
HAND l'lACIOMrnT IN b·INCM Ul'l!i COM!'ACHO~ TO ()5'l0 PROCTO~
~ "'-i 2. BACI>.F!UING Of TRENCHES SHAll. BE ACCOMF'USHED IMMEDIATELY
AfTER THE PI F'E IS LA!D.
3. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED iO RISE IN
UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PIJI.CED.
COMPACTION R.EOUIR.EMENTS SHALL BE ATIA!NeD BY TNE USE OF
MECHANICAL iAMPS ONLY. EACH AND EVERY lAYER Of BACKFIU. SHALL
BE PLI\CED LOOSE AND THOROUGHLY TAM FED INTO PlACE.
4. Ail PIFE GRADES SHALL BE AS SHOWN ON AF'FR.OVED F'LANS OR N3
DIRECTED BY ENGINEER.
5. ANY OVER EXCAVATION BELOW GRADE SHOWN SHALl. fiE BACI(fiUW WI
NO. G7 STONE R.EGAR.DLE55 Of T'l't'E Of BEDDING.
G. WHERE ROCKY SOIL CONDITIONS ARE ENCOUNTERED ReQUIRING
B~TING. TYPE HI BEDDING SHALL BE USED REGARDLESS Of PIPE
MATERIAL fER SPECIFICATIONS.
TYPE Ill
DATE' 7/1/04
5CALE' NONE
DRAWN BY, JFH
CHECKED BY' DSW
AFPROVED BY' DSW
.. . ..
STANDARD DETAIL
SEWER FIFE BEDDING DETAIL
TOP VIEW
r~ooo 00000 or
1 rnooooooooo
24" [])000000000
£]000000000
1]000000000
IJIODOOOOOOO FINAL GRADE
.l 1 , •.
WATER M)A=IN========Li=:.!)(k--,..!Lf-W-l-~
DATE' 3!15/08
SCALE' NONE
DRAWN BY' DSW
CHECKED BY' RKS
AfPROVED BY' RK5
SIDE VIEW
STANDARD DETAIL
3/4" AND I" METER PROTECTION
DETAIL
FILl:
<O
WATER RESOURCES DEF'ARTMENT
CITY Of MONROE, NC
12.09.00 DIV.
NO.
STREET
12
SEE STANAIW 5F'ECIFICATION5 AND DeTAI!.S MANUAL
fOR LOCAL RESIDENTIAL STREET DETAIL WITH
CORRESPONDING f?IW FOR WATER METER AND
5~ lATERAL LOCATIONS FROM !3ACK Of CUM.
~
I. FOUR. (4) 3' STffL "T" FENCE POSTS SHALL E3f
INSTALLeD AROUND THE WATER METE~ BOX 12'
BELOW GRADE, WITH 24" ABOVE GRADE.
2. ORGANGE CONSTg,UCTION FeNCING SHALL Bt:
USED TO WfW' AROUND THE fOUR (4) STEEL
'T' FfNCf POSTS
3. THf DEVELOPER'S SURVfYOR SHALL IDENtiFY
AND STAKe Ttll: Ct:NTI::R LINE OF EACH t.OT •
4. ALL WATER. METER BOllES AND SANrrARY
SEWER lATERAlS SHALL BE IN5T ALI.ED IN Tl1E
RJGHT·OF-WAY, CI::NTER OF THE LOT, WITH NO
MORE THAT 2' OF 5EFERATION ru:nNEEN THE
WATER METER BOX AND5AN!TARY9EWER
lATERAL, UNLESS FfRMmED BY THE WAT!:R
R.ESOURct:S DJ:fARTMENT OR ITS
RfPI<fSENTATlVE.
5. 5HAU NOT BE APF'UCABI£ TO LOTS ON
CUL·DE-SAC5.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
""' 110. I 0.08.0 I DIV. <O. 10
. --. ·~~·-·-.. ... .
5C11EDUl~ Of' MATfRIAl5
RfOUCW PRESSURE ;<ONt ~ Pl'.fV~R< 2''-il" WAlT!". '>!ODft 009. 4'·1 0" WATTS MOD~L 957. ~ i>l'PROVW ~-fQUAL.
f"lpt, PRf55URt CL.o\55 S5D DUCTTIL JIWN PIPe 5ATI5fl'llo/G THE cnY Of MONRO!! STANDARD 'POCJACIITIOM. """-
flTHNG5: 5TAUOIIRD 1251 rLANGfD DUCTIU: IIWN Pll'J: ~-....
ALL F'IJ'e AND FlTTINGS 5!1ALI.foE PI\INTfD IMfH AN Al'Pf:OVfO COATING 5\'BTtM {rneM~C POTP,.POJ( OR 1\FPROVW eQUAJJ
MfTfRR!:M~ IW'.IIO READ• 5HAI.L MEfTTl1f OJ~NT fiSCAL~ !ljD 5PECWICATION.
AVAILA!ll.f AT TliE OffiGe OF Ttlf WAHR. R1'50URCE5 ENGINEfi<IN& M~NAHit.
TilE 8PECifiCATION 15 .._ $4'>Mtf<Ofl.Ofl: ~0-
TOP VIEW NO ENCLOSURE
~ .. IIDPZA. 5t1AU tl~ I)JSTAI.J..fD ONL'r fOR. CU5T0Mtl': A!'l'UCATION~ APPROVED 6'f THE WATEJ!. Re'>OU~ mGIN!":~Il CliY SIDE P~VATESIDt
2. THf CONTAAC'I'ORSHI\Utle R.5PON51!'ll.f fOROOi'AINING All. NfGeSSAAY P!"l!MIT5 ANO IN51'ECTIONS. L $, T~f COI>ITAAC1'0J!. :!HALl& R.!:'SPONSitltfTO TESTT11e RP2EIF AND PiW\flo.E \'oMIEN aRTIPICATION SIGNED 3\' A
CEKI'ifiEO leiTER Of PRQP!'R. OP!;RATION.
4. R.DPZI. SHAI.C I'll': LOCA11:D AWA'tOR5UPFICIENn.YFROT!CTED fl!.OM \lf:HICU\.AR W.AffiC, !.AWN MIJio\'eRS OR OTHER ~·=w·,~~ ~ FORE5f~ OCCURRENCES ON TI'1E PROPI:RTY TliA.T COULD CAUSE DAMAGE TO Tl1f 5TI<UCTURE.
' eNCC~U~ :3HALL6E AWMINLIM 'HOT IY.JX" CA!'Ael.f Of MAINTAINING A40' fAI'\RENHfiT INTfRIOJ!.AM6100 <'<lO<GP.«..., 5
TtMPfAA1UR.E AS MANUFACTURf::J 6Y HU66EU. POVolfJ!. ORAFPJ!.OVW fQUAL t1~TING UNIT{5) 1\ND CON\IeNIE~G!': ~· OUTI£TIS)TO Bf PROVIDtO EWTHe MANI.JfACT\!Ri:R.
'· DIMENSIONS Of"HO! OOX' CO~'Tli<GENT UPON U:NGTH OF IMfl<OVI'Mr:lff. V~RH'Yi51Zf OF "HOT OOX' I'OR. WLIIPMENT ,.-?
PROVIDED P~OR TO OIIJJERING . .o.DWUATt CllAAANO: l'i<.OM ~LOOI!.Si, CfiUI<IGS, AND WAU.S MU!li Elt PR.ClVIOfD/>6
5/'ECifiE!J EIEI.DW• """""""''"~s= r""'~
' Ali A55fMBUf5 SHAll !lE INSTALLWWITH A CeNl'lRUNf HEIGHT F'IWM SQ.INCHE$ (MIN.) A!lOVf Tlif AOOVf
THf FLOOR. -:!l~,"l--~·'T'
'· J\i.L RI"Z DeVICES MUST HAve M1 Jl)..tNCH MINIMUM COEARANCE BETWEEN Tt1~ OOTTOM Ofll1E REliEf Vi>J..\It.
AND TH~ fL.OQR, <=.= F=J+ '· A MINIMUM Of ! 2·1NCMr;o; Of CLEAR 5PACE5!1AIJ. &MAINTAIN!:D AeOVt' TK~ ASS:':Mel.Y
0. A MI~IMUM Of SO.INCH05 OF Clt:AA 5PACE 5l1illl tot MA1~1'AINEO llE'I\\'EEN THe FROWT SIDE 0~ f!1:E DE\IICf 1\.r·.,... M'O TH~ ~!!MfST WALl. , '"""""o<AIW<I. .. A MINIM LIM Of fJ.JI!CHES SHAlllle MAAITAINEO moM TM~ llACi<. 51DC OnHt OI!VIa TOT11f NfAF.f5T WIIU. ~ ~ 7. ENCLOSVR.f 5t1AU COME rURNI~ECI \\'ITI1 VIV\TMEI< PROOr' DAAIN f'OR.T5 SlJFriClEMTLYSIZI:'O TO HANDLE F\Jll FLOW """"-+~
Df$CHARGe rROM THE R.DI'ZA IU:Ut'l' VN.>Jr DRAIN. TO l>f SUfPUEO f)'($1\Mf MANlJri\CTIJRfR. ...
t!J. ALl. MI\TEI<IALS ANO JN5TAU.ATION OF EleCTRICAl WOR1'.5HAU. BE IN ACCORDANQ''MTH Tl'l~ NE':C MD THE OT'l'Of ~~~--" MONR.OI: C0Dt:5.
PROFILE NO ENCLOSURE
# REVISED DATE' 4/14/08 STANDARD DETAIL I 11/1/2013 SCALE' NONE WATER RESOURCES DEPARTMENT
CITY Of MONROE, NC 2 I 1/5/2015 DRAWN BY' DSW 3" 10" RPZBF DETAIL 3 1/2G/20 17 CHECKED BY' RK5 -j•v. "" 10. AFPROVED BY' RK5 <O.
WATER Mt:n:R PER CURRENT
fiSCAl YeAR SPWFICATION
LIFTING HOLE
15.00 "0 10
514" X 4" BRASS FIFE
(fl\JMEIERCONNECT5 TO
MAle ll11ttAD OlJT51De
MfTER OOX {S~e NOTE 4
eeLOW)
"CITY OF MONROE' AND "WATER'' TO BE ENGRAVED ON
TOP OF UD 24-' MIN. COVER
# REVISED
4/1 1/2008
2 I/2G/2017
# REV15ED
DATE' 7/1/2004
SCALE' NONE
DRAWN BY' SPT
CHECKED BY' RK5
APPROVED BY' RK5
3'MIN.
COVER
WATER. MAIN
SERVICE SADDLE
DATE' 3/27/20 I 7
SCALE' NONE
DRAWN BY' RK5
CHECKED BY' RK5
APPROVED BY' RK5
4'MIN.
[ WA5HSTONf l =meeRJcK.
TO CU5T0Mf11.
tiiQTe5' I. \\lATER MeTER TO 6E INSTAUfD ElY CITY Of' MONROE. 5fEClfiCATION
IS IWAILABlllJFON RtQIJE5T THROUGH H1f WATER Rl!SOURCE5
DEPARlMENT.
STANDARD DETAIL
3/4" AND I" WATER METER DETAIL
FINISHED GRADE
CORPORATION STOP
~@MIN.)
2. CO fiT~ OR SHALL USE ONE CONTINUOUS ROlL Oi" COPPER FroM
TAf' TO Mtl'ER.. 1.10 5PlJCING SHAI.L Elf f'e:li:.MITTW.
3. fOR 5U6D!VISlON5 \'liTH SIDEWAl..l\5, THE CONTI1ACTOR SHALL
OOEND COPPeR TV61NG AfTER THE METER liD)( 2 fEET BEYOND AlL
PROfOSEO 51DEWA!.KS.
4. ALL METER 60Xf5 SHAll. STRADDLE SERVICE liNE, NO DRIUfD I10t.f5
ARE ACCEFTABLf.
"" NO.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
I 0.08.00 DIV.
NO. 10
f (MIN) COPPER SERVICE F!F'E (TYFE K)
WITH COMPR.E5510N flTTING5
STANDARD DETAIL
TYPICAL WATER
SERVICE CONNECTION ""' ,0.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
IO.OG.OO DIV. <O. 10
~~~·-~--····---~ ~~~~~------·-----
CONCRETe PAD TYP. FINISHED GRADE
IN UNPAVED N<V5
VALVE BOX ~lPED BACKfiLL
TAMPED BAC<flll /
# REVISED
I I 1/1/2013
2 11/1/2015
3 I/2G/2017
.
PtA5TIC COATED
STRANDED TRACER WIRE
I 2 GAUGE COPPE"R WIRe
(TAPED TWICE PER JOINT) ~
MJ WEDGE ACTION
RETAINER. GLAND OR
Alf'HA ENDS
TAMF'ED BACI>.FILL ~
DATE' 7/I/D4
SCALE' NONE
DRAWN BY' D5W
CHECKED BY' RK5
APPROVED BY: RK5
~SOLID CONCRETE BLOO.
~ (MIN.4'X8'XIG•)
""""NO. G7 STONE OR
UNDISTURBED EARTH
STANDARD DETAIL
GATE VALVE SETTING DETAIL
2" LOOPING OF WIRE
1'--..,FORiTER MAIN EXPANSION
I v "' L/ TOF OF FIFE
3 "WIDE BLUE NON-METALLIC TAPE ~ MARKED "BURIED WATER LINE"
1 ~
#I 2 GAUGE PLASTIC COATED-----~o
STRANDED COPPER WIRE
# RfVISED DATE' 7!1/04 STANDARD DETAIL
11/1/2013 SCALE' NONE
I 1/5/2015 DRAWN BY' DSW COFFER TRACING WIRE DETAIL CHECKED BY: DSW
APFROVED BY• D5W
-
2'
FLAN
NOTES:
I. VALVE BOXES SHALL 8E SCREWTYFE. VALVE
BOXES LOCATED IN lAWN AREA SHALL BE
INSTALLED WITH CONCffiE DOUGHNUT
PADS.
2. # 12 GAUGE STRANDED COPPER WIRE SHALL BE
BROUGHT THROUGH VALVE BOX AND HOOKED
TO BOLT5 ON VALVE.
3. VAlVE SHALL BE CENTERED IN BOX AND
LEVELED F'WM6 BEfORE BACKfiLL.
4. VALVE SHALL NOT SUPPORT VAI..VE BOX.
5. VALVE BOX'E'5 SHALL BE NO HIGHER THAN
114" IN ROADWAY AND NO MORE THAN f' IN
RIGHT Of WAYS.
.
""' NO.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
10.05.00 10
·---------------·. --.~--
WIRE SHALL BE DUCT TAPED
TO TOP Of PIPE AT EVERY JOINT.
I !'--...
u
L/
# 12 GAUGE PLASTIC COATED
STRANDED COPPER WIRE.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
""' 10.04.00 jw 10 NO. ,0.
-~--·----~-· ·~-~
TRENCH UNDER
OTHER. !>REA
TRENCH UNDER. OR WITHIN
ANGLE OF RI:POST OF NCDOT
OR CITY OWNED ROAD
# RfVISED
4' COMPACTED TOF'SOIL If
UNDER lAWN AREA
CONCRETE
ASPHALT
DRIVEWAY!PARI<JNG LOT
DATE'
SCALE,
COMF'ACTED SUITABLE
EXCAVATED BACI(f!lL
8/4!20 17
RK5
DRAWN BY' RK5
CHECKED BY' RK5
APPROVED BY' RK5
l_
EXISTING GRADE
FULL 5AWCUT
DEPTtl Of ASF'HALT
FULL ''"G"' T NON-DETEGTAElLE J I
TAPE 12' BELOW I
FINAL GRADE
UNDISTUR.BfD EARTH
OR ROCK OOTIOM
I TRACER WIRf
I
WATER MAIN
STANDARD DETAIL
TRENCH DETAL
SA\'ICUT AND MilL ASFHAI.T TOP.
APPLY tACK COAT TO ALL fXPO::>EO
cur SURFACES. REQUIRED ON ALL
PRIORITY STREETS 1>5 DEFINED BY
CITY OF MONROE ENGINEERING
DEPARTMENT
L EXISTING PAVEMI:NT
\,_ IUNO'ISTIIRE>IEO EARTH
NCDOT ABC STONE
NCDOT WA511ED NO.G7 STONE
WATER RESOURCES DEF'ARTMENT
CITY Of MONROE, N.C.
10.01.00 DIV. <O. 10
•
REVISION
DATE! 04/2Sf}IY1D
PROJECT No. 1~1~~
DRAWN BY• GCM
APPROVED
SHEET
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II
GENERAl NOTES• 1 FENCE FABRIC SHALL BE A MINIMUM OF 24" ABOVE GROUND SURFACE AND
. SHALL HAVE A MINIMUM OF 6 LINE WlRES WITH 6" STAY SPACING.
2. F'ILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT.
3. BURLAP CANNOT BE USED WHERE Sll T FENCE IS TO REMAIN
FOR A PERIOD Of MORE THAN 30 DAY5, 4. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF' lHE
SELF' -FASTENER ANGLE STEEL TYPE.
5 ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN
• GRADING IS ADJACENT TO STREAMS OR WETLANDS. THE COLOR
ORANGE IS RESERVED FOR VISUAL IDEN11FICA liON OF'
ENVIRONMENTALLY SENSITIVE AREAS. 6.00 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES,
WATERWAYS, OR OTI-lER AREAS OF CONCENTRATED Fi..OW.
7.DRAINAGE AREA CAN NOT BE GREAiER THAN 1/4 ACRE PER 100 FT
OF FENCE FOR SLOPES LESS THAN 2%. 8.SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
-l-rf~~;;~ POST FlL TER F' ABRIC
WIRE FENCE
ALL
1-----VARIABLE AS DIRECTED BY ENGINEER ( 8' MAX )
MIN. 10 GA. UNE
WIRES. SEE
NOTE NO. 17
DETAIL 03.16.01
MAINTENANCE: EPAIRS INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED R
IMMEDIATELY. IT SHOULD THE FABRIC Of A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE. OR BECOME INEFFECTIVE, REPLACE
PROMPTLY. NO TO REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN A
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTR!BUllNG DRAINAGE AREA HAS BEEN PROPERLY STABIUZED.
CITY OF MONROE
SILT FENCE INSTALLATION /INIONCOIIN'Tr
MIN. 14 GA. STEEL
INTERMEDIATE WIRES
WITH A MAX. MESH
SPACING Of 6 \N •
ENGINEERING DEPARTMENT DETAIL 03.01.01
NO.
--------------·----·-·--
A. FLOW TO THE REAR B. FLOW TO THE F'RONT c. FLOW TO THE LEFT
r*" f' )( l( • )( "¥ ~ ¢::::::' u
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EJ EJ ~ :gogo
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00 00 oooo oOoO
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D. FLOW TO THE RIGHT E. FLOW TO THE FRONT & REAR
...... t lE l( )( :;.
"* u LEGEND
~
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~rooooo~~j CONSTRUCTION ~ 00000000 0000000 ENTRANCE
~
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oooo oooo ~ I oooo 0000
0o 0o 0000 I VEHICLE BARRIER
APPROVED DATE
REViSIONS
•
CITY OF MONROE
DATE DESCRll"TlON EROSION CONTROL OPTIONS /J///Q/1 COI!NtY NORm CAJ-Of./N.I
"'' FORMAT FOR LESS THAN ONE ACRE PREP.t/IU) ~Y.·
ENGINEERING DEPARTMENT
SEEDING PREPARATION
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED
AND WORKED TO A MINIMUM DEPTH OF AT LEAST 5 INCHES.
THE AREA SHALL THEN BE RACKED OR OTHERWISE CLEARED OF ROCKS,
LARGER THAN 2 INCHES IN DIAMETER, STICKS OR OTHER DEBRIS.
FOR LATE WINTER AND
EARLY SPRING:
SEEQING MIXTIJBE•
RYE (GRAIN) -120 LS/ACRE
ANNUAL LESPEDEZA (KOBE) -50 LS/ACRE
(OMIT ANNUAL LESPEDEZA WHEN DURATION
Of TEMPORARY COVER IS NOT TO EXTDID
BEYOND JU~
SffPlNG OATES:
JAN, 1 -IMY 1
FOR SUMMER:
SffOINQ MI)(]IBE•
GERMAN MILLET -40 LB/ACRE
(A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITVTEO AT A RATE OF" .50 LS/ACRE)
SfEDING pt.Tfl!· MAY 1 -AUG. 15
FOR FALL:
SffPINQ MIXTIIBf· RYE (GRAIN) -120 lB/ACRE
SfEDINQ DAlfS• AUG. 15 -DEC 30
son AIJFNDUftf!'S·
FOLLOW RECOMMENDAT10NS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUNO AGR!ClJL1\IRAL UMESTONE
AND 750 L9/ACRE 10-IQ-10 rERTIUZER
""""'"' APPLY .... 000 LB/ACRE srRAW. ANCHOR STRAW BY TACKING WITH ASP!W.T, NEniNO, OR A MULCH
ANCHORING TOOL. A DISK WITH BlADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
NtiJNlfNANCR• REFER11UZE If GROWTH IS NOT FUU.Y ADEQUATE. RESEED, FERTIUZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
SOli AIAfrtP!1!EtUS:
FOLLOW RECOMMENDATIONS Dr SOIL TESTS OR APPLY 2,000 LS/ACR£ GROUND AGRICULTURAL Ut.IESTONE
AND 7.50 lB/IICRE 10-10-10 FERTIUZER
"""""' APPLY 4,000 LB/ACRE 'fm<AW. ANCHOR STRAW BY TACI<!NG WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STAAIGHT CAN BE USED PS A lo!lJLCH ANCHORING
TOOL
MAJNIENANCE•
REFERTUJZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, fERTIUZE AND MULCH JMt,jEtliATaY F'Ol.i.OWING
EROSION OR OTHER DAMAGE
SOU WFND!,!Eh!I5:
FOLLOW RECOMMENDAT10NS Of SOIL TESTS OR PPPLY 2,000 LS/ACRE GROUND AGRICULTURAL UMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTIUZER
Ml.lillt APPLY 4,000 LB/ACRE S!RAW. ANCHOR STRAW BY TACKING WITH ASI>tW.T, NEmNG, OR A UULCH ANCHORING TOOL A DISK WITH BLADES SEJ' NrARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
WtJNiftJANCB', REPAIR AND REFERTIUZE OAUAGEO ARE:AS IMMEDIATElY. TO!'ORESS WITH 50 LS/ACRE OF NITROGEN IN
MA.RCH. IF IT IS NECESSARY TO EXTEND lEMPORARY COVER B£YONO JUNE 15, ovtRSEEO WITH 50
LB/,o.cRE KOBE LESPEOEZA IN LATE FEBRUARY OR rARL'f MARCH..
fOR AllO!TIONAL INfORMATION, REFrn TO NCOEJtiR EROSION AND SEI:l1MENT CONTROL PlANNING AND DESIGN MANUAL (fSCPOM), S£CTION 6.10.
FOR PE~ENT SEEDING SP£CIF1CATIONS, INCLUDING SEED BED PRE!", SEASONAL UMITAnONS FOR SEEDING OPEAATIONS. 1HE KINDS OF GRADES OF'
FERTlUZERS, THE KINOS OF S£ED, AND 11-!E RATES OF APPUCATlON OF UMESTONE, FERTIUZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11
PLEASE CONSULT THE NATURAL RESOURCES CONSERVATION SERVICE FOR ADDITIONAL AI.TERNATNES FOR VEGETATING OENUDEO AREAS. Q)
SEEDBED PREPARATION & 0 CITY OF MONROE
TEMPORARY SEEDING Pi1F.PAReiJJJY.
ENGINEERING DEPARTMENT
f!L~' l:N<w_JIMopo;-ilO!IJil•'ll<111Llllt~
DRAWN BY: JAM I DATE: 0~07-01
CHECKED BY: JNL I SCALE: N.T.S.
DETAIL 03.06.01
' ·~
l
-----------··----·-----------
--· ·--------------
~
~~
~~i~ ~~ ~~~u ~~ ~~::>~ ~~
REVISION
DATE• 04(l5/]U}[J
PROJECT No. l(H)l9-A
DRAWN BY• GCM
APPROVED BY• GCM
SHEET

Attachment D
Figure 4
Rogers Callcott April 2019 Report

10 ·100
100 ·1,000
1,000 • 10,000
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CHELSEA LABS r_,
FACILITY t' \ Vf' ~\' ~ ·~ ,.. t . tJ,
't ' ' ~ t-
Page 14 of27
Rogers & Callcott
ENVIRONMENTAL
FIGURE 4
TOTAL VOC
ISOCONICENTRATION
MAP
OCTCJBER 2018
CATALENT PHARMA
SOLUTIONS
FORMER R. P. SCHERER/
CHELSEA lABS FACILITY
2021 E. Roosevelt IBivd., Monroe, North Carolina
• RECOVEIRY WELL LOCATION
6) MONITCtRING WELL LOCATION
PIEZOMIETER LOCATION
14 TOTAL VOC CONCENTRATIONS IN ~g/l
(NO " NtOT DETECTED)
(64.S) MW·3A IS SCREENED IN LOWER AQUIFER
AND IS NOT USED FOR CONTOURING
·W/f:d$-f-1 INFILTR~ITION GALl~RY
(Permit 1~ W0.0010607)
0
FORMEFl NPOES OUTFALl
(Permit 1~ 0084344)
=-=-=-CULVER1r
@ SEWER MAN·HOLE
(POTW l•ermlt n LP-001)
L OUTPARCH
Contour lines are extrapolated based on data at the
sample locations. ·rhese lines ~re approximate as
conditions betweet~ locations may vary.
so 100 200
Feet
Refttencts:
201S Ol«ltol orthopho•:os,.ph from North Ceroll~• On~ Map.
DAAINN SV: MAl l/4/'l019
CHEGKEO 8~ JHF
APPIOOVEO 8V: SW<l
Friday, J.-lni.IJ!"\1 4, 2019,1J:lJ:40 AM
C:\GIS\PROJ£CTS\C.t.OI•nt\93·121\Maos\18\fle4 vex:. Oct.mxd
rogersandcallcott.com
an employee-owned company

Attachment E
Table 3 Harmon Environmental, PA
February 2015 Sub-Slab Vapor Report
LEGEND
0 BUILDINGS AND ON-SITE STRUCTURES
APPROXIMATE LOCATION OF PROPER"IY
BOUNDARY
• SS-6
APPROXIMATE LOCATION OF ROADS AND
HIGHWAYS
APPROXIMATE LOCATION OF
SUB-SLAB VAPOR SAMPLING POINT
CONCRETE AND ASPHALT
APPROXIMATE SCALE IN FEET
0 100 200
SOURCE: UNION COUN"IY GIS DEPARTMENT
FIGURE 2 HARMON ENVIRONMENTAL, PA SUB-SLAB SAMPLE LOCATIONS MAP
615 BRUCE THOMAS ROAD MAC, LLC PROPERTY ~
MONROE, NORTH CAROLINA 2021 EAST ROOSEVELT BLVD. ~
L_ ______ <_704--)-76_+_5_6_9_4_P_H_O_N_E_&_F_AX ________ ~------M-O __ N_R __ OE._N_o_R_T_H_c_A_R_o_L_IN_A------~~
µg/