The Full Report
Inspection Information
Inspection Information
Information: Information
All comments and observations made by the inspector should be considered and actions taken prior to the close of escrow. This includes any recommendation to employ a professional plumber to further evaluate any anomalous findings noted during this inspection. All recommendations for repair, replacement, remediation of limitations and any follow-up re-inspection should be considered and actions taken prior to the close of escrow. Your best interests are your inspector's primary concern however, your inspector is not an expert, licensed plumber. A qualified, experienced professional plumber can provide options, insights and costing estimates that are unknown to your inspector. All costs associated with further inspection fees, and the repair or replacement of any component should be considered prior to the close of escrow.
NOTE ABOUT SMOKE TESTING:
It is important to know that sanitary sewer utility providers conduct routine smoke testing of the sanitary sewer systems within their domain. Smoke testing reveals deficiencies within the main system, the side sewer systems feeding into the main and the drain, waste and vent systems within the structure. Smoke testing can identify deficiencies that are potentially harmful to you and those that are potentially harmful to the overall sewer system. (The smoke itself is non-toxic to you, your pets and your house plants.) The utility company can mandate you repair, at your expense, deficient systems within the side sewer serving this property as a condition of continued service. If this sewer scope inspection reveals any deficiency, it is important to understand the future ramifications of deferring a repair that may be identified during utility company smoke testing.
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Sewer Inspection Report
Access Point
Access Point:
Clean Out
SIDE SEWER ACCESSED THROUGH CLEAN OUT
I accessed the side sewer through a 4 inch, PVC clean out. Location: Right Exterior.
Side Sewer Type (Public/On-Site)
Side Sewer Type:Public Sewer System
PUBLIC SEWER SYSTEM
The side sewer serving this property is connected to a public sewer system.
Scope Findings
PIPE MATERIAL(S):PIPE MATERIAL(S)ConcretePlastic
PIPE MATERIAL(S)
I noted the presence of the following type(s) of pipe material(s): The materials are listed below in the order that I encountered them, moving from the point of access toward the main sewer line.
- Plastic
- Concrete
APPROXIMATE DEPTH OF TIE-IN TO MAIN OR SEPTIC TANK:Approximate Depth of Tie-In to Main Sewer Line or Septic Tank
APPROXIMATE DEPTH TO MAIN OR SEPTIC TANK TIE-IN
The side sewer's tie-in to the main or the septic tank is approximately 9 feet below grade. I have marked this location with green paint.
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ROOT INTRUSION:Minor
OFFSET JOINTS:Moderate
CRACKS & FRACTURES:Severe
MINOR ROOT INTRUSION
The root intrusion seen during your sewer scope inspection is MINOR and it is located *Distance in Feet* feet from the access point. Root intrusion is considered minor if less than 25 percent of the pipe is obstructed. Typically, minor root intrusions will not have an impact on the function of the side sewer. However, roots may increase in size and/or severity over time. Minor root growth may be treated with a commercially available sewer root control product such as Root-X, or they can be mechanically removed using a rotary cutter. Whether treated or not, the side sewer should be re-inspected in 3 to 5 years to determine if the roots have increased in size and/or severity.
Roots are another common problem within side sewers, especially older concrete and clay pipe side sewers that weren’t constructed with watertight joints. Once roots seek out a water source in sewer pipes, they continue to thrive and grow. This results in cracked pipes and sewer backups when debris isn’t able to pass through the roots. Pipes that are cracked from roots should be repaired in a manner that doesn’t allow the roots to grow back into the sewer system. Roots that are coming into joints that aren’t cracked may be routinely removed by cleaning the sewer pipes. The frequency of removal will depend on how aggressive the root growth is. The only way to permanently remove roots from a side sewer is to construct a watertight sewer pipe either through replacement or rehabilitation.
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MODERATE OFFSET
The offset joint(s) seen during your sewer scope inspection are MODERATE and are located *Distance in Feet* feet from the access point. Moderate offsets may cause some buildup of debris but typically would not cause a backup. I do not see any exposed soil at the noted offset(s). I recommend further evaluation by a qualified licensed sewer plumbing contractor and correction as recommended. This work should be completed prior to the close of escrow.
Side sewers are built using multiple segments of pipe that are connected together at joints. Offset joints occur when the pipes don’t perfectly match up and one of the pipes sits lower or off to the side of the connecting pipe.
Offset joints can cause debris to build up on the joint that can eventually lead to backups. Additionally, an offset is a location where roots can easily grow into the sewer line. Also, if the joint is offset enough that soil is exposed around the edges of the pipes, the surrounding soil can erode into the pipe and be washed away, eventually causing voids to occur around the outside of the pipe and possibly become sink holes. Offset joints are not watertight and can allow infiltration of clean groundwater into the wastewater sewer system.
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SEVERE CRACK/FRACTURE/INDENTATION
The crack/fracture/INDENTATION seen during your sewer scope inspection are SEVERE and are located 25 feet from the access point. Severe cracks,fractures, or indentations can impact the performance of the sewer pipe. They will eventually result in a full structural failure (collapse) of the pipe. Severe cracks, fractures, or indentations should be repaired as soon as possible. I recommend further evaluation by a qualified, licensed sewer plumbing contractor and repair as required. This work should be completed prior to the close of escrow.
Cracks and fractures in a side sewer pipe can occur from a variety of sources, including poor original installation, poor soil bedding, root penetration or structural deterioration due to the age of the pipe. In addition to structural impacts, cracks can allow infiltration of clean groundwater into the wastewater sewer system. Once cracks become large enough to expose the soil, they are considered to be holes in the pipe.
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Videos
VIDEO: Video
SEWER SCOPE VIDEO LINK
Here is the video and audio recorded during your sewer scope inspection. Please contact our office if you have any questions or need assistance viewing the video.
The Sterling Inspection Group Inc
253-841-1128
info@sterlinginspections.com
Common Side Sewer Repair Processes
Common Side Sewer Repair Processes
Repair Description: Description
Construction Methods to Eliminate Defects in Side Sewers
This section describes various methods available for repairing, replacing, or rehabilitating an existing side sewer. Every side sewer is unique and not all methods are suitable for all circumstances. It is always important to work with a sewer contractor experienced with the particular kind of construction to determine the suitability for each side sewer on an individual basis and to obtain cost estimates for the various methods as they may vary greatly for each project.
Open cut construction
This method of construction is the typical dig and replace that most people are familiar with. This is the most common method of repairing side sewers and consists of digging up the old pipe and replacing it with new pipe. Open cut may be less suitable for areas where there are significant surface improvements that a property owner wants to avoid disturbing and that are costly to replace or when side sewers are fairly deep.
Pipe bursting
This method of construction consists of inserting a new flexible pipe into the old pipe. This method requires digging an installation pit and a receiving pit at each end of the side sewer to allow for the pipe to be inserted and to make final connections at each end. This method is beneficial for sites where there are surface improvements that an owner either chooses not to disturb or that would be expensive to replace. Pipe bursting is not suitable for pipes that are no longer round enough to allow for the bursting machine to penetrate, in pipes with multiple bends, or in pipes that need to have sags corrected as the new pipe will follow the vertical alignment of the old pipe.
Cured In Place Pipe (CIPP) lining
CIPP consists of rehabilitating an existing pipe with a new pipe. A resin-soaked felt tube liner is inserted into the existing pipe, inflated to expand to the shape of the existing pipe, and then cured until the resin hardens to form a pipe within the old pipe. CIPP is also beneficial for sites where there are surface improvements than an owner either chooses not to disturb or that would be expensive to replace. The liner can be inserted through cleanouts in the side sewer and requires no other digging unless needed to install a cleanout. Since CIPP forms to the shape of the existing pipe it is not suitable for pipes that are collapsing or egg-shaped, nor can it be installed in pipes with multiple bends or in pipes that need to have sags corrected as the new pipe will follow the vertical alignment of the old pipe.
Spot repairs
If the majority of a pipe is good condition with little or no defects, a spot repair may be the most suitable and cost effective method for repair. The property owner should consider a full side sewer replacement or rehabilitation if there are multiple defects throughout the pipe. It is generally less costly to hire a contractor once than to have a contractor mobilize to a site multiple times with repeated spot repairs.