Washington Suburban Sanitary Commission v. Grady Development Corp.

377 A.2d 557, 37 Md. App. 303, 1977 Md. App. LEXIS 307
CourtCourt of Special Appeals of Maryland
DecidedSeptember 14, 1977
Docket1178, September Term, 1976
StatusPublished
Cited by5 cases

This text of 377 A.2d 557 (Washington Suburban Sanitary Commission v. Grady Development Corp.) is published on Counsel Stack Legal Research, covering Court of Special Appeals of Maryland primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Washington Suburban Sanitary Commission v. Grady Development Corp., 377 A.2d 557, 37 Md. App. 303, 1977 Md. App. LEXIS 307 (Md. Ct. App. 1977).

Opinion

Menchine, J.,

delivered the opinion of the Court.

A jury in the Circuit Court for Prince George’s County awarded Robert K. Boyer and Sandra L. Boyer (Boyers) damages in the sum of Fifteen Thousand Dollars against Grady Development Corporation (Grady) and Washington Suburban Sanitary Commission (WSSC). The action, grounded upon the alleged negligence 1 of both Grady and WSSC, had been submitted to the jury as to Grady after reservation of decision upon motion for directed verdict. Maryland Rule 552 c.

The issue as to the negligence vel non of Grady came to hearing after verdict pursuant to the self-executing provisions of Maryland Rule 563 a.2. The trial court granted judgment N.O.V. as to Grady; extended judgment in favor of the Boyers against WSSC; and entered judgment in favor of Grady against WSSC in the latter’s cross-claim. The Boyers and WSSC entered appeals to this Court.

The following quotation from the brief of WSSC shows the subsequent events in the trial court that have narrowed the issues requiring our consideration:

“WSSC thereafter paid the entire judgment and obtained satisfaction from the Boyers who then dismissed their cross-appeal. At the same time, *305 WSSC dismissed its appeal from the judgment in favor of the Boyers.
“The matter before the Court is on the propriety of the judgments entered in favor of Grady by directed verdict on the original claims (Judgment N.O.V.) and judgment by the Court on the Cross-Claim.”

Otherwise stated, liability of WSSC to the Boyers is not disputed, this appeal involving only determination of whether the evidence was legally sufficient to show (a) that Grady was jointly liable with WSSC (as the jury found) or (b) whether the evidence required indemnification of WSSC by Grady under the cross-claim.

Conceded Facts

In September 1974, the Boyers moved into a new dwelling purchased from Grady, its builder, on Branchview Drive in a development known as “Tor-Bryan Estates” in the Oxon Hill area of Prince George’s County.

On December 1, 1974, a day of very heavy rainfall, the Boyers at 8 p.m. returned to their home from a day spent with relatives. Mr. Boyer vividly described what confronted him:

“And as we entered the house — my wife, as I recall, entered ahead of me —- and as I entered the threshold of the door coming in from our garage I thought I heard a strong gushing sound.
And I said to my wife, ‘What is the smell?’
And by that time she had reached the stairway. And she screamed out, you know, ‘Bob, the basement.’
And I rushed to the head of the stairwell, and I saw down, ebbing up against the bottom step this dark, muddy, smelly water.... It apparently knocked off the tank on top of the toilet. I tried to, you know, pull the toilet lid down, and it kept knocking it back up in my face. ... I don’t know *306 how long it had been going on when we got there, but it had already inundated one, two, three rooms at that end of the house, and was going down towards the main hall, in through the main hall into the recreation room, into the laundry room area, but it did continue for about three hours.”

Damage to the dwelling and its contents was extensive.

At about midnight on the day of the incident, employees of WSSC undertook an investigation of the reason for the sewer back-up. After opening a manhole “at the bottom of the hill” and observing that “it was running,” investigators “went back up here closer to the home and found this one backed-up.” An investigator said:

“The thing was all the rain water had got in up here, these manholes, because they wasn’t sealed on right. You could stand and watch the water run into it. And when a manhole is full of water and just filling like this, and your manhole down here, downstream, is running just as hard as it could run with a flow of water, you know there had to be some kind of obstruction in here to hold this water up within this manhole with the surcharge.
So, we took our wooden rods, three and a half feet long, and a cutter, and went down here where we could get in the manhole, and I put a man in there to push rods upstream to try to relieve whatever this blockage was in this line. And all we found was just the bottom of the pipe was just full of gravel, like two or three inches of gravel. And they pushed just as far as they could push the rod. That is a pretty long stream for a man to push by hand.
Q How many rods did you get in there and push?
A Forty-nine.
Q Forty-nine rods?
A Yes, sir.
*307 Q At three and a half feet per rod?
A Right.”

The sanitary sewer line serving the Boyer dwelling was eight inches in diameter but the investigator noted two or three inches of gravel within it, acting “like a creekbed,” and “restricting it.” The investigator added that “the line was put in like to carry the sewage away from these homes, this development, and that eight inches was supposed to be sufficient enough to carry that; but once you get the rain water in there it wasn’t designed for that, to carry all that water. .. . there is only one way for the water to go, to try to relieve the weight of the water from this manhole surcharging, is to run up this sewer system and go back into this house, and if they have got any kind of outlet in their basement it is going to come up out of there.”

The sewer system had been installed by contractors engaged by WSSC for that purpose, beneath the platted lines of streets already dedicated to public use by the developer as public streets. That work was done, of course, before the streets were graded and paved so that the contractors were working in open ground. During installation manhole structures designed to provide access to the sewer system were left in such manner that they projected above the proposed but unimproved roadbed to a height of eight to ten inches or more. These were constructed of brick, mortar and concrete with metal rings and tops. After the sewer line was installed, WSSC inspected the same and released the ground to the developer for installation of other utilities such as storm drains, curbs and gutters; and the grading and paving of street beds.

The sanitary sewer system was designed to be sealed to prevent the admission of surface water. Yet, water in great volume and carrying debris had entered the system through breaks in manhole installations along its course. It is uncontradicted that numerous manhole structures had been damaged by extraneous forces. The nature of and the responsibility for such extraneous forces are disputed.

*308 The Factual Dispute

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Bluebook (online)
377 A.2d 557, 37 Md. App. 303, 1977 Md. App. LEXIS 307, Counsel Stack Legal Research, https://law.counselstack.com/opinion/washington-suburban-sanitary-commission-v-grady-development-corp-mdctspecapp-1977.