PMLF Road Assessment & Recommendations
BOD ROADS STUDY DOCUMENTS JUNE 2021
Lake Forest
roadwork - Memo June 2021
The first conclusion I came to is that
internet research will never tell us what the “right answer” is. First, we just
don't have enough information about the road base to ever be sure of what the
future will hold unless we excavate anew. And that is just not going to happen
because of cost, so everything carries a risk. Second, the ongoing money
problems caused by the people who made the decisions before 2018 will be with
us for a while, and we don't even know what debt decisions are being made that
will affect our ability to pay for road work. So, even if we knew the technical
“right answer” it may not be financially the “right answer”.
But, having read a number of technical reports
and talked to several contractors I have developed a "Best Guess” opinion.
Basic factors to be considered:
1. There
are three options on road surface, a) stone road mix ( or crushed concrete), b)
tar and chip, and c) asphalt.
2. Roads have two enemies, weight and
water. Weight crushes and ripples all surface ( even concrete), water causes
the clay underneath the road bed to become slightly fluid and move around,
causing surface cracks that allow water to penetrate the road surface and
“explode” it during freeze/thaw cycles in spring and fall.
3. Paving without fixing the drainage
problems is problematic. Drainage for roads is a highly specialized field in
civil engineering because it involves a number of environmental laws and
regulations. We can fix some drainage ditches, but we need some assistance from
a trained drainage engineer to fix the systematic problem. Nobody wants to hear
that because nobody wants to pay for that. But we need it all the same.
4. Tar and chip is a “dust cover. That
is precisely what it was originally designed to be in 1834 ( tar and sand at
that time, it became tar and stone in 1901). It has two major failings, first,
it has little structural strength, so heavy vehicles quickly destroy it. I have
been told by two paving companies that with the trash trucks using the roads,
we will probably have to repave a tar and chip road every 2-3years. Given the
inadequate base we have on clay soil that becomes slippery and unstable when
wet, that estimate seems, in my current opinion, rational. Second, it is not
repairable. As it has no structural strength, patches don't hold for any
considerable length of time. So patching is a “new wine in old skins” problem.
The patch procedure for tar and chip is filling and repaving.
5. Asphalt is the same materials as tar
and chip, but premixed in a factory. It is then laid in a 2-3” layer ( called a
lift) which, because of its thickness, has some structural stability It will
handle the weight of trash and propane trucks with more endurance. This can be
seen on Fox and Lake Forest where sections of asphalt have been laid over
sections of 10-30 feet of road and they are still in acceptable condition after
several years.
6. It should be noted that laying
successive layers of tar and chip will eventually reach some level of
structural strength. The issue there becomes one of long term cost and cash
flow rather than materials. Morri Paving does the Marcel Lake Estates roads ,
putting down tar and chip every 4 years or so and they are withstanding the
trash truck weight ( I don't know what their road base is like)
7. Very rough planning number” for tar
and chip ( not including prep work) is around $50k per mile. Add a minimum of
50% ( or more) for prep work for the first time through. Asphalt is twice or
two and a half times that price. Tar and chip will need to be redone every 3 years
on major roads, every four years on side roads, asphalt will probably last
10-15 years, but with some maintenance cost.
I believe that the first paving that should be
done is Lake Forest up to the bus stop. Given the condition of the road from
the bus stop to Wren, it financially
makes sense to pave Lake Forest up to Wren. This road gets trash and propane
trucks, and school buses. So the weight issue is a little more critical than on
other Association roads. For this reason, my current, partially informed,
opinion is it would be best to use asphalt.
It has been repeatedly suggested that we
should put down 2”of crushed stone ( or crushed concrete called CCA or RCA) to
elevate the road before paving with tar and chip to alleviate the water
problems. I think ( but could very well be wrong on this) that because of the
thickness of asphalt lifts, we would instead put down two lifts of asphalt, one
coarse layer and one finish layer. Instead of addind base, we would mill off
the old surface and the asphalt thickness provides the extra elevation of the
road surface. This would provide greater weight bearing capability and also
allow patching of the surface to prolong lifespan. Yes, there is a risk that
the inadequate base and the drainage problems would shorten the life of that
pavement to the point that the extra expense doesn't make financial sense. That
has to be discussed with a paving company, as an experienced guess carries more
weight than someone with an “internet education” on the subject.
There is a long
term financial tradeoff involved with that recommendation. We have been told
that, roughly speaking, tar and chip costs around $50k per mile in today's
dollars. (That price is subject to significant fluctuation based on oil prices
and inflation). The first paving would involve laying an additional 2 “ of base
material, so ( WAG) another $25k non-recurring per mile for the first paving.
If we presume repaving every two years, it would cost $500k per mile, plus $25k
once based on a 20 year period. If we get 3 years between repaving, the total
20 year cost (again, WAG) goes down to $350K per mile. ( I'll note that I'm not
sure we'll even get 2 years out of the first paving job, but successive layers
build up should get us to at least two and potentially 3 years paving life).
That needs to be compared to the cost for paving with asphalt, which I do not
have yet. If asphalt costs $300K or $350K per mile, then it makes sense to use
asphalt, if it costs $500k per mile, it's a toss up, at $750 per mile asphalt
probably doesn't make financial sense.
Also, at least in Gate 2 where it is
relatively flat. we should consider using crushed stone mix or crushed concrete
on the side roads. This would be far
less expensive to put down ( have to mill off the old surface) and to
maintain. I don't think we should do
that on significant hills
There is a lot of
guesswork in this. There is still much to be learned, most notably the cost per
mile of paving with asphalt. The prep costs are unknown as well. While I have
presented an opinion, it is better described as a preliminary guess than as a
recommendation.
The issue
of trash trucks must be discussed. Reducing the weight that the roads
are routinely exposed to changes the anticipated durability of tar and chip,
and so changes the financial tradeoff analysis.
ROADS STUDY DOCUMENTS JUNE
2021
A Master Plan helps
communities: – Manage growth and change – Provide for orderly and predictable
development – Protect environmental resources – Set priorities for developing
and maintaining infrastructure and public facilities – Strengthen local
identity – Create a framework for future policy decisions – Promote open,
democratic planning – Provide guidance to land owners, developers, and
permitting authorities
Report on roadway
upgrades of 10-20 based on meeting with road companies:
Master Plan 5 year plan
Roads (report
10/20):
Result of meetings
with road construction companies… a company that does stone road construction
and maintenance and asphalt paving (no tar and chip).It was recommended that we
go with tar and chip because asphalt was too expensive and because proper
maintenance on stone roads (main traffic roads: Fox, Lake Forest, Seneca,
Myers/Willow Dell, Bus Route roadway, Country Club Rd. and parking lot areas up
to Beach Rd) would be very expensive. Maintenance of stone roads on less
traveled roads would be significantly less expensive.
It is not possible
to pave roads and keep them from rapidly deteriorating unless we either
excavate existing road to a much deeper depth or add several inches to road bed
material to the existing roads to raise the road bed above the surrounding
land. The problem is drainage.
Besides the
drainage issues, vehicular weight is the primary factor in road surface
degradation
We had a meeting
with a company that does tar and chip as well as asphalt and stone.
This company also
recommended tar and chip. They have done work here in the past and do extensive
tar and chip paving for several other associations in Pike County
They recommend a
minimum of two coats applied at the same time.
They also
recommended raising the existing road bed at least two inches above the
surrounding land to get better drainage.
They specifically
cited garbage trucks and propane tucks as responsible for much of the damage to
the paved surfaces. Weight is what destroys roads.
Rough order of
magnitude pricing for the paving ( not including raising the road bed) is about
$25k for a half mile, and about $48k for a mile. The mile length is around a
4-5 percent discount compared to two half miles. These are NOT quotes, just
budgetary figures for discussion purposes. We should probably add 40 to 50
percent to that figure for raising the road beds on a one time basis
Development
of Master Plan
l. Use community map highlighting
.
MAJOR CORRIDOR ROADWAYS
Clubhouse parking
lot
Lake Forest to end
Fox to end
Meyers to Willow
Dell to end
Country Club road
up to Beach
Senaca Rd.
.
SECONDARY ROADWAYS
Develop based on
number of residents acccess
2. Develop Priority List:
Major corridor
roadways consisting of:
Gate l: Clubhouse parking lot up country
club road to beach road (drainage work needed near section going up to beach –
A rough priority profile for Club House Rd. (Hill) services 31 Homes, 5 Association Lots, 9 Private Lots and 6 Tax Claim Lots
REPORT FROM GATE 1
MAINTENANCE: updated June 3, 2020 by: John Neate and Maz Cruz
This assessment is
divided into four main project areas with priority on the Gate #1 entrance
& clubhouse area. This area is utilized by all residents of Gate #1, and
has historically been utilized by all PMLF members for community events and
meetings, and will continue to serve in this manner. Work here benefits not
only those who live off the Meyers Drive fork as well as the Country Club Rd./
Beach Lane fork, but the entire community as well. School buses will soon be
loading and unloading children here, with many members parking and meeting the
buses. Mail is distributed & gathered in this area. All community amenities
are located here, and it is certainly being viewed by perspective area home
buyers in what is shaping up to be a strong real estate market. This area
currently has a very unkempt look, discouraging potential dues paying
home-buyers from PMLF.
Project Area #1:
Gate #1 entrance & clubhouse/mailbox parking & access – this area
suffers from numerous potholes & debris on the roadway. The gravel debris
has resulted from degradation of the road, use of gravel and similar material
to fill potholes and the grit that is utilized for winter snow operations
Recommendations:
The section of
Country Club Road (CCR) between Silver Lake Road (SLR) and the parking area for
the clubhouse is the absolute first thing anyone entering Gate #1 sees, and
includes the bridge over the scenic Dingmans Creek. It deserves special
attention. Like other areas, this area needs to have the excess gravel swept
out or otherwise removed (power sweeper, leaf blowers, shovels, etc.)
Potholes here
should be filled with the best material we can afford at this time, possibly
cold patch w/ tamper, for an up kept look and longer term solution compared to
other methods currently being used. This includes a large pothole at right
corner of the eastbound exit, where CCR meets SLR, vicinity of the stop sign.
It also includes potholes and defects on the paved bridge over the creek, which
will help protect the bridge from damage, leaks & erosion.
On the outbound
side of CCR, grade or otherwise create drainage for a low spot on the edge of
the parking area, between the benches and the bridge. Unsightly standing water
collects in this spot and should be drained off if at all possible. Disturbed
soil should be protected from erosion with straw & seed as needed.
A large but
important project is to remove the excessive gravel from the clubhouse parking
lot and mailbox access area. When this is accomplished, it will be possible to
locate potholes and fill with the fast-set concrete already purchased and make
this area less hazardous for motorcycles, vehicles and pedestrians, inc.
students.
Standing water also
collects in an area
MEMO TO FILE
RE: ROAD
REPAIRS/RECONSTRUCTION
DATE: October 13, 2020
MAIN CORRIDORS:
Senaca
Gate 3
Fox
Gate 2
Bus
Route Road Gate 2
Parking
Lot areas Gate 1
Meyers
thru Willow Dell Gate 1
Country
Club up to Beach Gate 1
SECONDARY ROADS:
Will
be determined based on number of homes accessing said roadway; will be
developed in immediate future by Road Committee
************************************************************************************************************************
Be
Advised:
Meetings
were held on site with Don Hiorth, Linda White and with Warner Paving. Conversations held with Tom (owner) of Morris
Asphalt by Don HIorth.
The
following is representative of these meetings and conversations:
Warner
met on site and canvassed the roads recommending against asphalt for several
reasons: cost prohibitive and drainage
improvements needed. Mr. Warner
recommended tar and chip and coordinated a discussion with Morris Asphalt. Tom from Morris Asphalt indicated the
following should be done:
1.
He claims that if we hired Jagger to do Tar and chip on the roads, he
would be a subcontractor to Morris.
Morris Asphalt does the roads in Marcel.
2.
He recommends putting 1-2 inches of modified ( 3/4 inch tone with stone dust)
on top of what we have ( no need to remove current surfaces) compacting it
with heavy machinery, then at least two coats of tar and chip on
top.
4.
Not counting the cost of modified and compacting, a rough order of
magnitude budgetary cost or tar and chip is about $25k for a half mile,
and about $48K for a mile, thus an estimated 3-5 percent discount for a longer
run. We would have to add the cost of putting down modified and
compacting.. We should be considering doing longer runs to get the
biggest band for our buck
5 Trash truck and
propane trucks are probably the biggest controllable factor because of
weight. Further discussion need on
either going back to dumpsters (one per gate) to try and limit additional
trucking traffic although other trucks beyond garbage trucks do access
community roadways and cannot be prohibited.
6.
We could get 2-3 years out of one paving with the truck traffic, or 4-5
years without the truck traffic.
7.
I assume they would put down the modified and compact it but prices for
this have to be obtained to get budgetary numbers.
END OF MEMO
ROAD MAINTENANCE REPORT
Below
is the initial road assessment offered by the Maintenance Committee compiled
which addresses some of the main access roads.
Please review and advise what type of budget can be allocated (which we
know will be quite minimal) from the community funds to these areas so we can
determine if additional fund raising is required.
Gate 2
Calculated about 4 yards to fill the pot holes on Lake Forest
drive and Fox road. Because the holes vary in size, it’s difficult to come up
with the exact amount. Material cost for 8 tons in about $600 plus $150
delivery charge. We’ll are still determining if additional cost will be
required for spreading and rolling the material. I’ve coordinate with enough
volunteers in gate 2 to help in this effort. Daylighting trees and drainage
maintenance will most likely require outside contracting. For daylighting
trees, I’ve received a cost estimate of $200 an hour from TLC Tree Service;
another company charges $30k per mile.
Gate 1
•
The hill on Teak road right on the corner of
Jack Pine is in need of serious attention as its part of our main access roads
and snow route. Could we get Jagger give us an assessment of cost to repair
this small section as this is beyond our scope?
•
We have some volunteers that have
stepped up to help but we are lacking in equipment. I’ve been weed whacking and
filling pot holes specially on the corner of Teak and Jack Pine where there has
been drainage problems which now seems to be draining properly. Also identified
drainage pipe on Plum that needs to be maintenance, I’ll try to work on this
during the week. Kathy is coordinating with people specifically one that has a
bucket truck and chipper to help daylight trees on Jack Pine and Steve
Williams(Plummer Steve) for using his backhoe for drainage maintenance on the
corner/hill on Myer’s, an area where ice forms every year and cars have been
getting stuck.
•
Willow Dell Drive (coming down hill
on left hand side of Jeff M. and Scott B.) needs serious drainage maintenance.
I’ll work directly with these guys to see how we can divert the water.
Temporary patch work will be required in some areas; other areas on this road
will need to be asset by a contractor.
Gate 3 – Still need to coordinate with committee members from that
gate to determine course of action but from what I understand, volunteers
within that gate has already been doing a good job addressing their road
issues.
The committee would also like to add the rental of backhoe or
equivalent for use in gate 3.
The committee has also been in discussion of obtaining three
(3) quotes/bids for complete professional roadwork in all three gates.