Schedule of Minimum Distances for Location
of Parking and Loading Areas
| ||||
---|---|---|---|---|
Zonea
|
From Buildingsb
(feet)
|
From Streets
(feet)
|
From Property Lines
(feet)
|
From Residential Zone
(feet)
|
RR-4S
|
12
|
25
|
25
|
25
|
R-3A
|
12
|
25
|
25
|
25
|
SR
|
12
|
15
|
15
|
15
|
VR
|
12
|
12
|
12
|
12
|
AH-1
|
12
|
50c
|
25
|
50
|
AH-2
|
12
|
25
|
25
|
25
|
AH-3
|
12
|
12
|
12
|
12
|
C-1
|
12
|
50
|
25
|
25
|
C-ROM
|
12
|
50
|
25
|
50
|
OB-1
|
12
|
50
|
25
|
50
|
OB-2
|
12
|
12
|
12
|
12
|
ROM-1
|
12
|
100
|
100
|
150
|
ROM-2
|
12
|
100
|
50
|
100
|
ROM-3
|
12
|
50
|
25
|
50
|
PDOa,c
|
12
|
See Article XXXIII.
|
NOTES:
a All uses except
one and two-family dwellings.
|
b Loading areas excepted.
|
c Tract boundary
line streets only.
|
Type of Parking
(angle)
|
Width of Aisle
(feet)
| |
Parallel
|
12
| |
30º
|
12
| |
45º
|
13
| |
60º
|
18
| |
90º
|
24
|
Required Parking Spaces
| |||
---|---|---|---|
Use
|
Number of Spaces
| ||
1- and 2-family dwelling
|
2 for each dwelling unit. Garages may be counted
for up to 50% of the required parking.
| ||
Multifamily dwelling
|
1.8 spaces for each one-bedroom unit, 2.0 spaces
for each two-bedroom unit, and 2.5 spaces for each three-bedroom unit
or townhouse. At least 25% of the spaces shall be in open parking.
| ||
Low- and moderate-income housing
| |||
1-bedroom or efficiency unit
|
1.5 per unit
| ||
2-bedroom unit
|
1.75 per unit
| ||
3-or-more-bedroom unit
|
2.00 per unit
| ||
Church, auditorium, theater
|
1 for each 3 seating spaces or equivalent accommodation
provided
| ||
School, studio, including nursery schools
|
1 for each 3 seats in public assembly areas;
if no public assembly area, 1 space for each 100 square feet of floor
area
| ||
Assembly hall, community building, social club,
institution
|
1 for each 100 square feet of floor area
| ||
Funeral home, mortuary
|
10 for each slumber room
| ||
Retail store, shop or similar establishment
|
1 for each 200 square feet of floor area
| ||
Restaurant
| |||
Eating and drinking place
|
1 for each 50 square feet of floor area
| ||
Fast-food
|
1 for each 3 seats, whether inside or outside
the building, plus 1 for each 75 square feet of floor area; where
no seating is provided, 1 for each 50 square feet of floor area
| ||
Business, professional, and executive office
| |||
Less than 50,000 square feet gross floor area
|
4.5 per 1,000 square feet
| ||
50,000-99,999 square feet gross floor area
|
4.0 per 1,000 square feet
| ||
100,000 square feet or greater gross floor area
|
3.5 per 1,000 square feet
| ||
Bank and similar financial institution
|
1 for each 150 square feet of floor area
| ||
Conference center
|
1 for each 50 square feet of floor area, exclusive
of areas devoted to sleeping accommodations, restaurants, recreation
and similar ancillary facilities.
| ||
Nursing home
|
1 for each bed
| ||
Life-care facility
|
1 for each 2 dwelling units, plus 1 for each
2 nursing home beds
| ||
Hotel, motel
|
1 for each hotel or motel unit plus additional
parking for other facilities available to persons other than hotel
or motel guests as follows:
| ||
Restaurant
|
As specified elsewhere in this schedule
| ||
Convention/conference facilities
|
1 for each 150 square feet of floor area devoted
to such use
| ||
Banquet/ballroom facilities area devoted to
such use
|
1 for each 100 square feet of floor
| ||
Community residence under § 165-129
|
1 for each developmentally disabled person or
victim of domestic violence
| ||
Medical office
|
1 for each 150 square feet of floor area
| ||
Building for tennis, racquet ball, bowling and
similar indoor sports activities
|
2 for each person accommodated in maximum play
| ||
Post office
|
1 for each 150 square feet of floor area
| ||
Public garage, motor vehicle service station
|
1 for each 100 square feet of floor area
| ||
Shopping centers
| |||
Less than 400,000 square feet gross floor area
|
4.0 per 1,000 square feet
| ||
400,000-599,999 square feet gross floor area
|
4.5 per 1,000 square feet
| ||
600,000 square feet or greater gross floor area
|
5.0 per 1,000 square feet
| ||
Central telephone exchange
|
1 for each 200 square feet of floor area
| ||
Computer and data processing center
|
1 for each 200 square feet of floor area
| ||
Furniture and appliance store, motor vehicle
sales, wholesale store, building material store and similar hard good
sales
|
1 for each 400 square feet of floor area
| ||
Manufacturing plant, research laboratory, industry
|
1 for each 500 square feet of floor area
| ||
Warehouse, storage building
|
1 for each 1,000 square feet of floor area
| ||
Trucking terminal
|
2 for each loading bay
| ||
Ambulatory care facilities
|
2 for each recovery bed or treatment room, whichever is greater,
plus 1 for each employee on the shift with the greatest number of
employees
| ||
Assisted living
|
0.6 per dwelling unit
| ||
Residential health care facilities
|
1 per dwelling unit
|
Table 1
Number of Observation Wells
Required for Residential Subdivisions
| ||
---|---|---|
Number of Proposed Lots
|
Number of Observation Wells
| |
2 or less
|
1 adjacent wells
| |
3 to 25
|
3 (minimum of 2 new wells within proposed subdivision)
| |
25 to 49
|
6 (minimum of 4 new wells within proposed subdivision)
| |
50 or more
|
Test proposal submitted to Board and NJDEP for
review and approval.
|
[A]
|
Owners of existing wells on lots located within
500 feet of the subdivision boundary shall be given an opportunity
to have their wells monitored during the aquifer test. Such opportunity
shall be given by the applicant by notice via certified mail and shall
give the time and place of the aquifer test. A letter acceptable to
Clinton Township is included in Appendix A. The notice shall indicate
that such existing well may be monitored if agreed to by the well
owner provided the well is readily accessible. Such notice shall indicate
that the existing well owner must respond within seven days and the
applicant's responsibility is to monitor up to three wells on properties
within 500 feet of the subdivision boundaries. If the owner of the
lot within 500 feet of the subdivision boundaries decides to participate
by agreeing to have their existing well monitored, they shall notify
the applicant by certified mail. Such response shall be provided within
seven days of receipt of the certified notice from the applicant.
If the applicant receives no response within the time provided, the
response shall be deemed to be negative.
| |
[B]
|
All reasonable efforts shall be made to protect
the potability of water from the monitored well.
| |
[C]
|
In the case when more than three property owners
within 500 feet of the subdivision boundaries decide to participate
and to have their existing wells monitored, only the three nearest
to the test well need be monitored. However, if any of the property
owners requesting monitoring have wells completed to a depth less
than 100 feet, these wells must also be monitored in addition to the
three nearest wells. A map depicting the location of all wells to
be monitored and a list of all property owners within 500 feet of
the subdivision boundary that requested monitoring is to be submitted
to the Board for review and approval prior to implementing the test.
| |
[D]
|
Prior to conducting an aquifer test, the applicant
shall submit the design of such aquifer test including the location
of wells to be monitored on adjacent lots and qualifications of the
persons and firm who will be performing the test for review by the
Township. Such review may include submission of such design to a qualified
hydrogeologist retained by the Board for review and recommendations.
The Board may consider the comments and recommendations of the Board's
Hydrogeologist prior to approving the aquifer test plan. A fracture
trace analysis showing the location and orientation of fractures beneath
the site must be included with the aquifer test plan. This same analysis
with additional information regarding septic system locations must
be included in the final report. This fracture trace analysis should
be used to identify all observation wells, which should be located
along strike of the primary geologic fractures/structures on and near
the property.
| |
[E]
|
The aquifer test will be comprised of three
phases. The first phase will involve the collection of background
water levels prior to the start of the test. The second phase will
involve the pumping of water from the well and the monitoring of water-level
drawdown in the observation and pumping wells. The third phase will
involve the recovery of water levels in the observation and pumping
wells after the pump has been shutdown. This third phase of the test
should be, at a minimum, the same length as the pumping phase.
| |
[F]
|
The aquifer test (all three phases) shall not
be conducted during a precipitation event or events in which total
precipitation exceeds 0.5-inches. If precipitation occurs during the
test, the applicant should provide precipitation amounts and sufficient
data to show that the precipitation did not recharge the aquifer during
the test and adversely impact the testing results. If precipitation
amounts exceeding 0.5-inches are recorded, the test must be repeated.
| |
[G]
|
The background phase includes allowing the test
well and observation wells to stabilize for a minimum of three days
before the test. At a minimum, water levels should be measured each
hour from the test well and observation wells for a twenty-four-hour
period prior to the start of pumping. It is the applicant's responsibility
to collect sufficient data to determine background conditions and
to ensure that antecedent influences can be fully characterized. Barometer
measurements and additional water-level measurements can be made by
the applicant to evaluate the change in water levels resulting from
barometric pressure changes and/or influences from off-site pumping.
| |
[H]
|
On the day of the pumping phase, water levels
shall be collected from all wells. For those wells showing a change
of more than 0.1 foot, a second round of measurements shall be collected
before starting the test. Additional rounds of measurements may be
necessary to determine that the well is in equilibrium. However, if
the applicant has barometric pressure and water-level data to indicate
that the change in static levels is due to changes in barometric pressure
and/or antecedent influences, the applicant can submit these data
in lieu of delaying the pumping phase.
| |
[I]
|
The pump and discharge pipe shall be equipped
with an orifice/manometer apparatus and calibrated flow meter to instantaneously
measure flow rate and determine total volume pumped from the well.
The discharge shall be directed so that it leaves the site without
infiltrating to the aquifer. Any and all permits required by the NJDEP
for the discharge of water must be obtained prior to starting the
test.
| |
[J]
|
When the pump is started the flow rate shall
be adjusted immediately to a uniform pumping rate as required for
a constant-rate test and in accordance with the approved aquifer test
plan. The flow rate shall not vary more than 10% throughout the test.
If the flow rate fluctuates more than 10%, the test may be deemed
invalid and the applicant required to repeat the notification and
testing process.
| |
[K]
|
Water-level measurements during the pumping
phase of the test shall be collected in accordance with Table 2. This
same schedule shall be followed for the recovery phase of testing
upon shut down of the pump in the test well.
|
Table 2
Minimum Frequency of Water-Level
Measurements in Wells During Pumping
and Recovery Phases of Aquifer Test
| |||
---|---|---|---|
Time Since Pumping Began or Stopped
(minutes)
|
Test Well
(minutes)
|
Observation Wells
(minutes)
| |
0 to 5
|
0.5
|
0.5
| |
5 to 10
|
1
|
1
| |
10 to 30
|
2
|
2
| |
30 to 60
|
5
|
5
| |
60 to 120
|
10
|
10
| |
2 to 24
|
30
|
30
|
[L]
|
If the water levels in the observation wells
and test well do not fully recover to static (prepumping) levels within
a length of time since pumping stopped equal to the length of pumping,
the test will be deemed to have failed unless adequate data can be
provided to ensure that the aquifer is of sufficient extent to prevent
the mining of groundwater.
| |
[M]
|
Groundwater samples should be collected during
the pumping phase from the pumping well. The samples should be collected
in accordance with the NJDEP Field Procedures Manual. At a minimum,
the samples should be analyzed by a NJDEP certified laboratory for
hardness, iron, manganese, copper, lead, nitrate, chloride, and coliform
bacteria. The samples shall also be analyzed for volatile organic
compounds for which the USEPA or NJDEP has determined maximum contaminant
levels. In addition, field measurements of pH, conductivity, and total
dissolved solids should be made with calibrated instruments. If site
conditions indicate potential historic uses of pollutants such as,
heavy metals, pesticides, herbicides, and/or other volatile organic
compounds, these analyses should be conducted. Based on past historical
operations at the site or at nearby properties, the Board, at its
discretion, may require additional analyses of groundwater to assess
potential future and current impacts. The results of the water sample
analyses will be used to assess background water quality.
| |
[N]
|
The Board may choose to have a person of its
choosing monitor the aquifer test.
|
[A]
|
The well shall remain undisturbed for 3 days
following drilling to allow aquifer conditions to stabilize.
| |
[B]
|
Water level measurements shall be collected
from the well and accessible adjacent wells (within 500 feet) before
starting the pumping phase.
| |
[C]
|
When the pump is turned on, the discharge rate
shall be monitored and maintained at a minimum of five gpm. The flow
rate must be measured with a calibrated flow meter or orifice/manometer
apparatus.
| |
[D]
|
Water levels in the pumping well and adjacent
observation wells shall be collected according to the schedule in
Table 2.
| |
[E]
|
Near the conclusion of the pumping portion of
the test, groundwater samples should be collected from the discharge
in accordance with the NJDEP Field Procedures Manual. At a minimum,
the samples should be analyzed by a NJDEP certified laboratory for
hardness, iron, manganese, copper, lead, nitrate, ammonia, chloride,
and coliform bacteria. The samples shall also be analyzed for volatile
organic compounds for which the USEPA or NJDEP has determined maximum
contaminant levels. In addition, field measurements of pH, conductivity,
and total dissolved solids should be made with calibrated instruments.
If site conditions indicate potential historic uses of pollutants
such as, heavy metals, pesticides, herbicides, and/or other volatile
organic compounds, these analyses should be conducted. Based on past
historical operations at the site or at nearby properties, the Board,
at its discretion, may require additional analyses of groundwater
to assess potential future and current impacts. The results of the
water sample analyses will be used to assess background water quality.
| |
[F]
|
Immediately after the pump is shut off, water-level
recovery shall be measured in accordance with Table 2 for a minimum
period of four hours. The recovery rate shall be determined from these
water-level recovery measurements for the first 30 minutes after the
pump is shut down. The measurements should indicate a flow into the
well of at least one gpm over this interval. If the water levels in
the observation wells and test well do not fully recover to static
(prepumping) levels within four hours after pumping has stopped, the
test will be deemed to have failed unless adequate data can be provided
to ensure that the aquifer is of sufficient extent to prevent the
mining of groundwater.
| |
[G]
|
In the event that the well shows little drawdown
(less than five feet) during the four-hour pumping portion of the
test, pumping may continue in lieu of the recovery rate portion of
the test. The minimum requirement for pumping after four hours is
that a minimum rate of two gpm be maintained for an additional hour
with no increase in drawdown. The recovery of the water level shall
still be monitored for a minimum period of 30 minutes after the shut-off
of the pump.
| |
[H]
|
A report summarizing the well construction and
aquifer testing shall be submitted to the Board. The report should
include the water-level measurements and recovery rate calculations.
The report must include a detailed evaluation of the water-supply
demand for an average and peak day and this demand should be supported
with information on anticipated population, expected dwelling unit
density, and size of dwelling units.
| |
[I]
|
The report should include the well driller's
and pump installer's name and license numbers. In addition, the names
of the person and firm that measured the water-level drawdown and
recovery data, and calculated the recovery rate shall be provided.
The report should include a copy of the completed NJDEP well record
for all wells within the subdivision.
| |
[J]
|
Based on the results of the testing and report,
the Board may request additional analyses of the pumping phase data
to evaluate aquifer characteristics, the potential cone of influence,
and potential impacts to other nearby groundwater users.
|
Table 3
Aquifer Test Requirements for
Nonresidential and Residential Site Plans
| ||
---|---|---|
Average Demand
(gallons per day)
|
Number of Observation Wells
| |
1,999 or less
|
1
| |
2,000 to 9,999
|
2
| |
10,000 to 99,999
|
5 (at least two on-site observation wells)
| |
100,000 or more
|
Obtain NJDEP water allocation permit
|
[A]
|
Owners of existing wells on lots located within
500 feet of the property boundary shall be given an opportunity to
have their wells monitored during the aquifer test. Such opportunity
shall be given by the applicant by notice via certified mail and shall
give the time and place of the aquifer test. A letter acceptable to
Clinton Township is included in Appendix A. The notice shall indicate
that such existing well may be monitored if agreed to by the well
owner provided the well is readily accessible. Such notice shall indicate
that the existing well owner must respond within seven days and the
applicant's responsibility is to monitor up to three wells on properties
within 500 feet of the property boundaries. If the owner of the lot
within 500 feet of the property boundaries decides to participate
by agreeing to have their existing well monitored, they shall notify
the applicant by certified mail. Such response shall be provided within
seven days of receipt of the certified notice from the applicant.
If the applicant receives no response within the time provided, the
response shall be deemed to be negative.
| |
[B]
|
All reasonable efforts shall be made to protect
the potability of water from the monitored well.
| |
[C]
|
In the case when more than three property owners
within 500 feet of the property boundaries decide to participate and
to have their existing wells monitored, only three nearest to the
test well need be monitored. However, if any of the property owners
requesting monitoring have wells completed to a depth less than 100
feet, these wells must also be monitored in addition to the three
nearest wells. A map depicting the location of all wells to be monitored
and a list of all property owners within 500 feet of the property
boundary that requested monitoring is to be submitted to the Board
for review and approval prior to implementing the aquifer test.
| |
[D]
|
Prior to conducting an aquifer test, the applicant
shall submit the design of such aquifer test including the location
of wells to be monitored on adjacent lots and qualifications of the
persons and firm who will be performing the test for review by the
Board. Such review may include submission of such design to a qualified
hydrogeologist representing the Board for review and recommendations.
The Board may consider the comments and recommendations of the Board's
Hydrogeologist prior to approving the aquifer test plan. A fracture
trace analysis showing the location and orientation of fractures beneath
the site must be included with the aquifer test plan. This same analysis
with additional information regarding septic system locations must
be included in the final report. This fracture trace analysis should
be used to identify all observation wells, which should be located
along strike of the primary geologic fractures/structures on and near
the property.
| |
[E]
|
The aquifer test will be conducted in three
phases. The first phase will involve the collection of background
water levels prior to the start of the test. The second phase will
involve the pumping of water from the well and the monitoring of water-level
drawdown in the observation and pumping wells. The third phase will
involve the recovery of water levels in the observation and pumping
wells after the pump has been shutdown. This third phase of the test
should at a minimum, be the same length as the pumping phase.
| |
[F]
|
The aquifer test (all three phases) shall not
be conducted during a precipitation event or events in which total
precipitation exceeds 0.5-inches. If precipitation occurs during the
test, the applicant should provide precipitation amounts and sufficient
data to show that the precipitation did not recharge the aquifer during
the test and adversely impact the testing results. If precipitation
amounts exceeding 0.5-inches are recorded, the test must be repeated.
| |
[G]
|
The background phase includes allowing the test
well and observation wells to stabilize for a minimum of three days
before the test. At a minimum, water levels should be measured each
hour from the test well and observation wells for a twenty-four-hour
period prior to the start of pumping. It is the applicant's responsibility
to collect sufficient data to determine background conditions and
to ensure that antecedent influences can be fully characterized. Barometer
measurements and additional water-level measurements can be made by
the applicant to evaluate the change in water levels resulting from
barometric pressure changes and/or influences from off-site pumping.
| |
[H]
|
On the day of the pumping phase, water levels
shall be collected from all wells. For those wells showing a change
of more than 0.1 foot, a second round of measurements shall be collected
before starting the test. Additional rounds of measurements may be
necessary to determine that the well is in equilibrium. However, if
the applicant has barometric pressure and water-level data to indicate
that the change in static levels is due to changes in barometric pressure
and/or antecedent influences, the applicant can submit these data
in lieu of delaying the pumping phase.
| |
[I]
|
The pump and discharge pipe shall be equipped
with an orifice/manometer apparatus and calibrated flow meter to instantaneously
measure flow rate and determine total volume pumped from the well.
The discharge shall be directed so that it leaves the site without
infiltrating to the aquifer. Any and all permits required by the NJDEP
for the discharge of water must be obtained prior to starting the
test.
| |
[J]
|
When the pump is started the flow rate shall
be adjusted immediately to a uniform pumping rate as required for
a constant rate test and in accordance with the approved aquifer test
plan. The flow rate shall not vary more than 10% throughout the test.
If the flow rate fluctuates more than 10%, the test may be deemed
invalid and the applicant required to repeat the notification and
testing process.
| |
[K]
|
Water-level measurements during the pumping
phase of the test shall be collected in accordance with Table 4. This
same schedule shall be followed for the recovery phase of testing
upon shut down of the pump in the test well.
|
Table 4
Minimum Frequency of Water-Level
Measurements in Wells During Pumping
and Recovery Phases of Aquifer Test
| |||
---|---|---|---|
Time Since Pumping Began or Stopped
(minutes)
|
Test Well
(minutes)
|
Observation Wells
(minutes)
| |
0 to 5
|
0.5
|
0.5
| |
5 to 10
|
1
|
1
| |
10 to 30
|
2
|
2
| |
30 to 60
|
5
|
5
| |
60 to 120
|
10
|
10
| |
2 to 24 hours
|
30
|
30
|
[L]
|
If the water levels in the observation wells
and test well do not fully recover to static (prepumping) levels within
a length of time since pumping stopped equal to the length of pumping,
the test will be deemed to have failed unless adequate data can be
provided to ensure that the aquifer is of sufficient extent to prevent
the mining of groundwater.
| |
[M]
|
Groundwater samples should be collected during
the pumping phase from the pumping well. The samples should be collected
in accordance with the NJDEP Field Procedures Manual. At a minimum,
the samples should be analyzed by a NJDEP certified laboratory for
hardness, iron, manganese, copper, lead, nitrate, ammonia, chloride,
and coliform bacteria. The samples shall also be analyzed for volatile
organic compounds for which the USEPA or NJDEP has determined maximum
contaminant levels. In addition, field measurements of pH, conductivity,
and total dissolved solids should be made with calibrated instruments.
If site conditions indicate potential historic uses of pollutants
such as, heavy metals, pesticides, herbicides, and/or other volatile
organic compounds, these analyses should be conducted. Based on past
historical operations at the site or at nearby properties, the Board,
at its discretion, may require additional analyses of groundwater
to assess potential future and current impacts. The results of the
water sample analyses will be used to assess background water quality.
| |
[N]
|
The Township may choose to have a person of
its choosing monitor the aquifer test.
|
Residential
|
Nonresidential
| ||||
---|---|---|---|---|---|
EIS Item
(Section reference)
|
1 and 2 units
|
3 to 9 units
|
10 or more units
| ||
§ 165-72C(1) Description of project
|
X
|
X
|
X
| ||
§ 165-72C(2) Inventory of existing natural resources
|
X
|
X
|
X
| ||
§ 165-72C(3)(a) Wastewater management
|
X
|
X
| |||
§ 165-72C(3)(b) Water supply
|
X
|
X
|
X
|
X
| |
§ 165-72C(3)(c) Surface drainage
|
X
|
X
|
X
|
X
| |
§ 165-72C(3)(d) Stream corridors
|
X
|
X
|
X
|
X
| |
§ 165-72C(3)(e) Solid waste disposal
|
X
|
X
| |||
§ 165-72C(3)(e) Solid waste disposal
|
X
|
X
| |||
§ 165-72C(3)(f) Air quality
|
X
| ||||
§ 165-72C(3)(g) Noise
|
X
|
X
|
X
| ||
§ 165-72C(3)(h) Traffic
|
X
|
X
| |||
§ 165-72C(3)(i) Socio/economic
|
X
|
X
| |||
§ 165-72C(3)(j) Aesthetics
|
X
|
X
| |||
§ 165-72C(3)(k) Artificial lighting
|
X
|
X
| |||
§ 165-72C(3)(l) Critical areas
|
X
|
X
|
X
|
X
| |
§ 165-72C(3)(m) Energy conservation
|
X
|
X
|
X
| ||
§ 165-72C(4) Environmental protection measures
|
X
|
X
|
X
| ||
§ 165-72C(5) Adverse impacts
|
X
|
X
|
X
| ||
§ 165-72C(6) EIS summary
|
X
|
X
|
X
|
Average Illuminance
(fc)
|
Average Luminance
(fL)
|
Ratio
(fc)
|
Ratio
(fL)
| |||||
---|---|---|---|---|---|---|---|---|
Category
|
Initial
|
Maintained
|
Initial
|
Maintained
|
Average to
Minimum
|
Average to
Minimum
| ||
Residential
| ||||||||
Streetlighting local
|
0.6
|
0.4
|
0.12
|
0.09
|
5 to 1
|
5 to 1
| ||
Streetlighting collector
|
0.9
|
0.6
|
0.18
|
0.12
|
4 to 1
|
4 to 1
| ||
Commercial
| ||||||||
Streetlighting local
|
1.3
|
0.9
|
0.26
|
0.18
|
5 to 1
|
5 to 1
| ||
Streetlighting collector
|
1.7
|
1.2
|
0.34
|
0.24
|
4 to 1
|
3 to 1
|
Schedule A
| |||||||
---|---|---|---|---|---|---|---|
Maintained Illuminance for Parking
Lots
|
Initial Illuminance
| ||||||
Basic
|
Enhanced Security
|
Basic
|
Enhanced Security
| ||||
Horizontal Illuminance
| |||||||
Minimum (fc)
|
0.2
|
0.5
|
0.3
|
0.7
| |||
Average (fc)
|
1.0
|
2.5
|
1.4
|
3.6
| |||
Uniformity ratios
| |||||||
Average to minimum
|
5:1
|
5:1
|
5:1
|
5:1
| |||
Maximum to minimum
|
20:1
|
15:1
|
20:1
|
20:1
| |||
Minimum vertical illuminance (fc)
|
0.1
|
0.25
|
0:15
|
0.35
| |||
NOTES:
1. Minimum horizontal illuminance shall
be no lower than 0.2 fc.
| |||||||
2. Average horizontal illuminance shall
not exceed 2.5 fc.
| |||||||
3. Minimum vertical illuminance shall
be measured at five feet above parking surface at the point of lowest
horizontal illuminance, excluding facing outward along the boundaries.
| |||||||
4. For typical conditions. During periods
of nonuse, the illuminance of certain parking facilities should be
turned off or reduced to conserve energy. If reduced lighting is to
be used only for the purpose of property security, it is desirable
that the minimum (low point) not be less than 0.1 h.f.c. Reductions
should not be applied to facilities subject to intermittent night
use, such as apartments and active transportation areas.
| |||||||
5. High vehicular traffic locations
should generally require the enhanced level of illumination. Exits,
entrances, internal connecting roadways and such would be some examples.
| |||||||
Certain data above have been summarized
from IESNA RP-20-98, titled "Lighting for Parking Facilities."
|
Range of Surface Reflectance
|
Luminance Measured in Footlamberts (fL)
| |
---|---|---|
10% to 20%
|
5 to 10
| |
20% to 50%
|
4 to 10
| |
50% to 100%
|
5 to 10
|
Right-of-way
|
80'
| |
Sidewalk
|
6'
| |
Grass strip
|
6'
| |
Shoulder
|
2'
| |
Lane
|
12'
| |
Shoulder
|
2'
| |
Median island
|
18'
| |
Shoulder
|
2'
| |
Land
|
12'
| |
Shoulder
|
2'
| |
Grass strip
|
6'
| |
Recreational trail
|
12'
|
Yard
|
Yard
Length
(feet)
|
Multiply
by
|
Buffer
Depth
(feet)
|
Equals
|
Total
Buffer
Area
(feet)
|
Divide
By
|
Area of Module
(feet)
|
Equals
|
Total
Modules
Required
|
---|---|---|---|---|---|---|---|---|---|
Front
|
x
|
50
|
=
|
/
|
1,250
|
=
| |||
Side
|
x
|
25
|
=
|
/
|
1,250
|
=
| |||
Side
|
x
|
25
|
=
|
/
|
1,250
|
=
| |||
Rear
|
x
|
25
|
=
|
/
|
1,250
|
=
| |||
Total Modules Required
| |||||||||
Chart 165-77.1
Compliance with Buffer Requirements
|
Existing Forest Cover as a Percentage
of the Site
|
Reforestation Requirement in Acres Removed/Acres
Required to be Replaced
| |
---|---|---|
Forest areas between 1% and 10% of the net tract
acreage
|
1:2
| |
Forest areas between 11% and 20% of the net
tract acreage
|
1:1
| |
Forest areas between 21% and 30% of the net
tract acreage
|
1:0.5
| |
Forest areas between 31% and 100% of the net
tract acreage
|
1:0.25
| |
Chart 165-77.2
Reforestation Requirements.
|
Reforestation Method
|
Number of Trees Required per Acre
|
Number of Live Trees Required at End of
Maintenance Period
| |
---|---|---|---|
Container-grown seedling tubes
|
450
|
65% (290)
| |
Container-grown 1-, 2- or 3-gallon containers
|
350
|
75% (260)
| |
One-inch caliper
|
200
|
85% (170)
| |
Two-inch caliper
|
100
|
100% (100)
| |
Chart 165-77.3
Reforestation Methods and Requirements.
|
Note: *Locate tree trunk not closer than 40
feet to roadways, parking lots, pedestrian walkways, and bicycle paths.
|
Note: EG = evergreen.
|
Note: EG = evergreen.
|
Road Design Speed
(mph)
|
Tree Spacing
| |
---|---|---|
+50
|
50 feet on center
| |
35 to 49
|
40 feet on center
| |
0 to 34
|
30 feet on center
| |
Chart 165-77.4
Formal Street Tree Plant Spacing
|
NO TRESPASSING!
ENTRY ONTO FARMLAND OR THE DUMPING OR DISPOSAL
OF HOUSEHOLD, LAWN OR GARDEN DEBRIS IS SUBJECT TO FINE OR IMPRISONMENT.
|
Yard
|
Yard
Length
(feet)
|
Multiply
by
|
Buffer
Depth
(feet)
|
Equals
|
Total
Buffer
Area
(feet)
|
Divide
By
|
Area of
Module
(feet)
|
Equals
|
Total
Modules
Required
|
---|---|---|---|---|---|---|---|---|---|
Front
|
150
|
x
|
50
|
=
|
7,500
|
/
|
1,250
|
=
|
6
|
Side
|
175
|
x
|
25
|
=
|
4,375
|
/
|
1,250
|
=
|
3.5
|
Side
|
250
|
x
|
25
|
=
|
6,250
|
/
|
1,250
|
=
|
5
|
Rear
|
150
|
x
|
25
|
=
|
3,750
|
/
|
1,250
|
=
|
3
|
Total Modules Required
|
17.5
| ||||||||
Chart 165-77.5
Buffer Module
|
Canopy Trees
|
Ornamental and Evergreen Trees
|
Understory Trees
|
Shrubs
|
Branching Height
| |
---|---|---|---|---|---|
General Material
|
3" to 3 1/2" caliper
|
7' to 8' height
|
5' height
|
18" to 24" height
|
N.A.
|
Buffer Material
|
1 1/2" to 1 3/4" caliper
|
7' to 8' height
|
5' height
|
36" minimum height
|
N.A.
|
Street Tree Material
|
3" to 3 1/2" caliper
|
N.A.
|
N.A.
|
N.A.
|
7' height
|
Reforestation (balled and burlapped)
|
2" to 2 1/2" caliper
|
N.A.
|
5' height
|
30/acre
|
N.A.
|
Reforestion (bare root)
|
1 1/2" to 2" caliper
|
N.A.
|
5' height
|
30/acre
|
N.A.
|
Chart 165-77.6
Plant Material Size Quick Reference Chart
|