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Moravian Preservation Master Plan.indb - Society for College and ...

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<strong>Moravian</strong> <strong>College</strong> • <strong>Preservation</strong> <strong>Master</strong> <strong>Plan</strong><br />

with no further method of draining away from the<br />

building. Site drainage can also become problematic<br />

through alteration of the original design intent, such<br />

as when increased water runoff is directed to a part<br />

of the system that was not designed to h<strong>and</strong>le the<br />

extra flow or when planting beds are introduced<br />

that build up the soil level <strong>and</strong> change topography.<br />

Lack of maintenance or improper maintenance will<br />

cause site drainage failure. When drains become<br />

clogged, the entire site drainage system can back<br />

up <strong>and</strong> overflow, causing problems at building<br />

foundations. Over time, the mulching of planting<br />

beds can lead to mounded beds that direct water<br />

against the foundation.<br />

Site drainage systems are often subtle features in the<br />

l<strong>and</strong>scape, or even underground. It is easy to <strong>for</strong>get<br />

about them. Often, building owners of historic<br />

buildings do not even know where underground<br />

drain lines are located. Old underground drain lines<br />

can break, become clogged with tree roots, <strong>and</strong> fill<br />

with sediment <strong>and</strong> debris. These unseen problems<br />

may go unnoticed until they create obvious water<br />

problems within buildings.<br />

Site Drainage Improvements<br />

Open site drainage systems, including swales,<br />

surface <strong>and</strong> channel drains, <strong>and</strong> culverts, must<br />

remain properly sloped to effectively drain water<br />

runoff from buildings <strong>and</strong> circulation surfaces.<br />

At downspout ends, where downspouts drain to<br />

grade, try to direct runoff so that it empties at least<br />

four feet away from the building foundation where<br />

it will drain away from the building, using ground<br />

leaders or splash blocks. Keep swales <strong>and</strong> surface<br />

drains free of debris, vegetation, <strong>and</strong> utilities.<br />

Regrade areas where water runoff has eroded the<br />

site drainage system. Excessive soil erosion may<br />

indicate a need to redesign the open drainage<br />

system.<br />

Closed site drainage systems, such as underground<br />

drains <strong>and</strong> catch basins that may lead to a storm<br />

sewer, can be costly to upgrade. Replacement<br />

of underground drainage systems involves soil<br />

disturbance <strong>and</strong> may trigger archeological oversight.<br />

It is important to flush out underground drains<br />

annually. Snaking out drains may remove small<br />

clogs in the system. When underground drainage<br />

systems must be replaced, it is worth replacing the<br />

entire system with high quality materials if possible.<br />

Install cleanouts at downspouts <strong>and</strong> at underground<br />

drains <strong>for</strong> easier maintenance. Replace old terracotta<br />

pipes as part of site drainage improvements.<br />

It is important to keep a record of where all new<br />

underground drains are installed <strong>and</strong> to document<br />

the new system.<br />

A French drain is essentially a pit or trench filled<br />

with gravel that is sloped to direct water to a<br />

well-drained location. The gravel may be wrapped<br />

with a geotextile fabric to keep out silt <strong>and</strong> the<br />

trench may have a pipe at the base. The drain can be<br />

left open or can be covered with topsoil. A French<br />

drain is appropriate in areas with slow moving<br />

water, not in areas with storm runoff. French drains<br />

can be helpful in areas where ponding water,<br />

underground springs, or boggy soil conditions are<br />

noted, near building foundations, <strong>and</strong> adjacent to<br />

roads <strong>and</strong> walkways.<br />

9.2 Concrete<br />

Cast-in-place concrete is a common material used<br />

<strong>for</strong> building foundations, porch flooring, access<br />

ramps, areaway structures, <strong>and</strong> entrance steps.<br />

At <strong>Moravian</strong> <strong>College</strong>, cast-in-place concrete has<br />

been used primarily at later additions <strong>and</strong> changes<br />

around existing historic buildings, such as new<br />

entrance areas. Concrete used in visible locations,<br />

such as entrance porch flooring, is finished with an<br />

exposed aggregate finish. Cast-in-place concrete<br />

is vulnerable to deterioration from site drainage<br />

problems, freeze/thaw cycling, salt damage, <strong>and</strong><br />

structural stresses.<br />

Cast-in-place concrete is a conglomerate material<br />

composed of a cement matrix that has hardened<br />

around an interior matrix of coarse <strong>and</strong> fine<br />

aggregate <strong>and</strong> metal rein<strong>for</strong>cement. In contrast to<br />

pre-cast concrete, it is poured into <strong>for</strong>mwork, cured,<br />

<strong>and</strong> finished on-site. Its compressive strength is<br />

acquired from the hydration of the cement which<br />

<strong>for</strong>ms a binding paste around the aggregates. Metal<br />

rein<strong>for</strong>cement gives concrete tensile strength.<br />

The alkalinity of sound concrete protects the<br />

rein<strong>for</strong>cement from corrosion by stabilizing an<br />

oxide film over the steel. Corrosion will be inhibited<br />

as long as the oxide film over the rein<strong>for</strong>cement is<br />

not impaired.<br />

Typical Concrete Conditions<br />

Concrete work that predates ca. 1950, when<br />

concrete was poorly-understood as a building<br />

material, is prone to failure from design or<br />

installation flaws. Expansion joints were typically<br />

John Milner Associates • October 2009 • Chapter 9 • Building Guidelines • 281

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