Zoning Regulations
R-1 | Residence District | |
R-1-A | Residence District | |
R-2 | Residence District | |
R-2A | Residence District | |
R-3 | Residence District | |
C-1 | Downtown Commercial District | |
C-2 | Transitional Commercial District | |
C-3 | Highway Oriented Commercial District | |
C-4 | Locally Oriented Commercial District | |
C-5 | Route 31 Commercial District | |
I | Industrial District | |
OB-1 | Office Building District | |
OB-2 | Office Building District | |
OB-3 | Office Building District | |
OB-4 | Office Building District | |
PRD-P | Planned Residential Development Park | |
PRD | Planned Residential Development | |
PARD | Parks and Recreation District | |
MF-1 | Multifamily Housing District | |
AH-1 | Affordable Housing District |
100-Year Flood Hazard Area | ||
500-Year Flood Hazard Area | ||
Dimensions | R-1 | R-2 | |
|---|---|---|---|
Lot width (street line) | 75 | 60 | |
Lot width (building line) | 100 | 90 | |
Lot depth | 175 | 100 |
Yard | R-1 | R-2 | ||
|---|---|---|---|---|
Front | 40 | 30 | ||
Rear | 40 | 30 | ||
Side | ||||
Minimum on 1 side | 15* | 12 | ||
Combined | 35 | 30 | ||
*NOTE: Where a side yard is provided. The developer may elect to undertake a zero-lot-line development where each dwelling unit is constructed along one side lot line. In such cases, the single side yard provided shall be equivalent to the requirement for both sides, and no dwelling unit in the development shall be closer to any other dwelling unit, either within the development or on an adjoining property, than the side yard (both) requirement set forth above. | ||||
Description | Specification | |||
|---|---|---|---|---|
Minimum lot size | 7,500 square feet | |||
Minimum width | ||||
Street | 50 feet | |||
Building line | 70 feet | |||
Minimum yards | ||||
Front | 30 feet | |||
Rear | 30 feet | |||
Side | ||||
One | 10 feet | |||
Both | 22 feet | |||
Maximum building coverage | 30% | |||
Description | Specification | ||
|---|---|---|---|
Minimum lot size | 15,000 square feet | ||
Minimum width | |||
Street | 80 feet | ||
Building line | 120 feet | ||
Minimum yards | |||
Front | 30 feet | ||
Rear | 30 feet | ||
Side, each | 15 feet | ||
Maximum building coverage | 25% | ||
Description | Distance (feet) | ||
|---|---|---|---|
Minimum yards | |||
Front | 30* | ||
Rear | 40** | ||
Distance between buildings | 25 | ||
NOTES: * From the right-of-way or from the curbline if no right-of-way is dedicated ** May be reduced to 25 feet where the unit abuts common or public open space. | |||
Type of Structures | Minimum Distance (feet) | ||
|---|---|---|---|
Windowless wall to windowless wall | 20 | ||
Window wall to windowless wall | 20 | ||
Window wall to window wall | |||
Front to front | |||
Building height of up to 30 feet | 50 | ||
Building height of 30 feet or more | 75 | ||
Rear to rear | 50 | ||
End to end | 30 | ||
Any building face to local street curbface or edge of pavement | 30 | ||
Any building face to collector street curbface or edge of pavement | 40 | ||
Any building face to arterial street curbface or edge of pavement | 50 | ||
Any building face except garage face to common parking area | 12 | ||
Garage face to common parking area | 5 | ||
Number of Bedrooms | Area (square feet) | |
|---|---|---|
1 | 550 | |
2 | 660 | |
3 | 850 |
Yards | Setback | ||
|---|---|---|---|
Front yard | 30 | ||
Rear yard | 40 | ||
Side yards | |||
Minimum on 1 side | 10 | ||
Combined | 25 | ||
Octave Band Center Frequency (cycles per Second) | Maximum Sound Pressure Level (decibels relative to 0.002 microbars) | |
|---|---|---|
31.5 | 84 | |
63 | 70 | |
125 | 57 | |
250 | 50 | |
500 | 45 | |
1,000 | 41 | |
2,000 | 38 | |
4,000 | 35 | |
8,000 | 32 | |
Character of Noise | Correction (decibels) | |
Nighttime noise (10:00 p.m. to 7:00 a.m.) | - 5 | |
Impulsive noise | - 5 | |
Noise of periodic character | - 5 |
Wastes | Maximum (parts per million) | |
|---|---|---|
Hydrogen sulphide | 10 | |
Sulphur dioxide | 10 | |
Nitrous oxide | 10 | |
Chlorine demand | 15 | |
Phenols | .005 |
Table 102.2(1) | ||
|---|---|---|
Map Panel No. | Effective Date | Suffix |
34019C0118 | September 25, 2009 | F |
34019C0119 | September 25, 2009 | F |
Table 102.2(2) | |
|---|---|
Map Panel No. | Preliminary Date |
34019C0118G | April 2, 2021 |
Table 102.2(3) List of State Studied Waters | ||
|---|---|---|
Name of Studied Water | File Name | Map Number |
S Branch Raritan Rv | FHR101118 | SB-17 |
S Branch Raritan Rv | FHR101119 | SB-18 |
Beaver Bk | U0000001 | BE-1 |
S Branch Raritan Rv | U0000106 | SB-5 |
Trib A | U0000134 | UA-1 |
Note: Substantially damaged properties and substantially improved properties that have not been elevated are not considered "lawfully existing" for the purposes of the NFIP. This definition is included in this section to clarify the applicability of any more stringent statewide floodplain management standards required under the FHACA. |
Block | Lot | Owner - Description | Use |
|---|---|---|---|
1 | 60.01 | Town of Clinton - DeMott Pond | Active and service |
8 | 21 | State of New Jersey - Spruce Run | Passive |
8 | 23 | State of New Jersey - Spruce Run | Passive |
15 | 14 | Hunterdon County - Dunham Park | Passive |
16 | 20.01 | Town of Clinton - Millview Park | Passive and service |
29 | 3 | Town of Clinton - Pond Ridge | Passive |
29 | * | Town of Clinton - Kings Crossing | Active and service |
29 | * | Town of Clinton - Kings Crossing | Active and service |
NOTES: * Lot designations to be made upon filing of subdivision deeds and maps. |
Table 1 | ||
|---|---|---|
Off-Site Use/Designated Area | Separation Distance | |
Base of tower to: | ||
Residences, municipal buildings (unless the tower is on the municipal building site), libraries or houses of worship | 300 feet or 300% of the height of the tower, whichever is greater | |
Site, structure or building which is on the State or National Historic Register | 500 feet | |
Vacant residentially zoned land | 300 feet or 300% of the height of the tower, whichever is greater | |
Nonresidentially zoned lands or nonresidential uses | At least 120% of the height of the tower from any adjoining lot line and all nonappurtenant buildings | |
Public parks and buildings therein, public or private schools and any site designated on the State and/or Federal Register of Historic Sites or in an historic district designated in the Town's Master Plan | 1,750 feet | |
Table 2 Separation Distances Between Towers | |||
|---|---|---|---|
Types | |||
Lattice (linear feet) | Monopole 100 Feet or Greater in Height (linear feet) | Monopole Less Than 100 Feet in Height (linear feet) | |
Lattice | 5,000 | 1,500 | 750 |
Monopole 100 feet or greater in height | 1,500 | 1,500 | 750 |
Monopole less than 100 feet | 750 | 750 | 750 |
Uses | Required Parking Space |
|---|---|
One-family dwelling | 2 for each dwelling unit3 |
Two-family dwelling | 3 for each 2 dwelling units1, 3 |
Multifamily dwelling | 5 for each 2 dwelling units1, 2 |
Church, auditorium, theater including school auditorium | 1 for each 3 seating spaces, or equivalent accommodation provided |
Assembly hall, community building, social club, institution | 1 for each 150 square feet of floor area |
Funeral home, mortuary | 10 for each slumber room |
Bank, retail store, shop or similar establishment | 1 for each 180 square feet of retail merchandising or commercial floor area |
Restaurant, eating and drinking place | 1 for each 50 square feet of floor area devoted to patron use |
Business professional and executive office | 1 for each 200 square feet of office area |
Furniture and appliance store, motor vehicle sales, wholesale store, building material store and similar hard goods 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 |
Hotel | 1 for each room, plus parking for other facilities, e.g., public restaurant |
Data-processing facility | 1 for each 200 square feet of floor area |
Medical and dental clinics | 1 for each 150 square feet of floor area |
Nursery schools, day care | 4 for classroom |
Studios for art, dancing, music, languages, photography | 1 for each employee and student at maximum capacity |
NOTES: 1 Garages may be counted for up to 50% of the required parking. 2 At least one space per dwelling unit shall be in open parking. 3 Not more than 25% of the front yard area shall be used for parking. 4If an applicant requests an increase in the number of parking spaces beyond that required and the number of additional parking spaces exceeds 5% of the required number of spaces, the applicant shall justify the greater need for parking and the Land Use Board must grant specific approval for such an increase. 5Where parking is provided within a nonresidential parking garage, the maximum impervious coverage allowed on site shall be reduced by the area of the under-building parking spaces, calculated as 190 square feet times the number of under-building spaces provided. |
"Block XX, Lot XX, is underlain by limestone formations. Limestone formations are susceptible to surface collapse (or sinkholes) and subsidence caused by the physical erosion and chemical alteration of the soil and bedrock. | |
In limestone areas, the alteration and development of land may be hazardous with respect to the foundation safety of structures, the creation of unstable land as a result of changes in drainage and grading, and the contamination of ground and surface waters. | |
The exact occurrence of sinkholes and/or subsidence is not always predictable; therefore, the administration of the Clinton Town Carbonate Area District Ordinance shall create no liability on behalf of the municipality, the Town Engineer, the Town geologist, municipal employees, municipal officials, or municipal agencies as to damages which may be associated with the formation of sinkholes or subsidence. Compliance with these regulations represents no warranty, finding, guarantee, or assurance that a sinkhole and/or subsidence will not occur on an approved property. The municipality, its agencies, consultants, and employees assume no liability for any financial or other damages which may result from sinkhole activity. | |
It is also noted that sinkholes and ground subsidence may occur in areas outside the Carbonate Area District and/or in areas of carbonate geology presently not identified as such. | |
The applicant and/or property owner should always make independent investigations of these matters prior to using this land for construction of a building or structure or any activity which alters the soil and bedrock materials." |
___ | US Geological Survey 7 1/2 minute topographic quadrangle maps with the parcel identified. | |
___ | USDA Soil Conservation Service soil survey map indicating soils present on parcel. | |
___ | Information from any special reports completed by NJ State Geological Survey, US Geological Survey, or NJ Department of Environmental Protection. | |
___ | Site plan map at a scale of 1" = 1,000' identifying proposed development site and boundaries of site that are within the CRA and/or CDA as designated on the municipal CAD map. | |
___ | Aerial photograph print for the proposed site and surrounding area (taken at a minimum scale of 1" = 1,000' obtained during periods of little or no foliage cover). | |
___ | Location of all known water production wells and well log information within one-half mile of the project. Information sources shall include, at a minimum, the County Health Department and the New Jersey Department of Environmental Protection. | |
___ | A project sketch plat at a minimum scale of 1" = 200' with existing surface water bodies location of any existing water production wells, faults, outcrops, springs, sinkholes, disappearing streams, and surface water flows. | |
___ | Written narrative describing proposed activity. | |
Does the proposed project include the use, storage or manufacturing of toxic or hazardous materials? ___no ___ yes | ||
If yes, attach and explanation of the type of activity. | ||
Other published geologic information which applicant deems pertinent. (Information from other geologic investigation programs is on file with the municipal clerk.) Please specify: | ||
PHASE II CHECKLIST | ||
|---|---|---|
Proposed investigation program to be conducted in CRD in Town of Clinton. | ||
1. | General requirements: | |
a. | Test borings and test pits are to be used as the primary means of identifying potential geologic hazards. Percussion probes and other geophysical techniques (e.g., seismic refraction and reflection, ground-penetrating radar, magnetic, gravity and conductivity) can be used to provide data between borings and pits. | |
b. | Proposed exploration techniques, which are not outlined in this checklist, may be submitted to the Town's geologist for review and possible inclusion in the approved investigation program. Alterations to the planned program can be made during the progress of the field investigation upon request to the Town's geologist if so required by the nature of the encountered subsurface conditions. | |
2. | The intention of the site investigation program is to define the nature and limits of possible design, constriction and operating concerns that could result from the existence of carbonate soil and/or rock formalities underlying the proposed development site. | |
3. | List names and address of New Jersey licensed engineer: | |
List name and address of New Jersey licensed well driller: | ||
List name and address of geologic consultant: | ||
DIRECT TESTING PROCEDURES | TO BE COMPLETED BY TOWN GEOLOGIST | ||||
TEST BORINGS | ACCEPT | REJECT | SEE ATTACHED | ||
(1) | Number proposed: | ||||
(2) | Depths anticipated: | ||||
NOTE: If rock encountered is within 40 feet of ground surface, a minimum of 10 feet of rock is to be cored. Rock cores shall be a minimum of two inches in diameter, to be obtained by double-tube, split-barrel coring device or equivalent. | |||||
(3) | Boring technique to be used: | ||||
NOTE: Unless approval is authorized, all test borings will be drilled using rotary wash without use of drilling muds. Water losses in borings are to be monitored as to depth and quantities; air loss, drilling speed and rod drops must also be monitored. | |||||
(4) | Proposed bore hole grouting technique shall be consistent with N.J.A.C 7:9-9.1 et seq. | ||||
(5) | Descriptions of proposed monitoring well completions. | ||||
NOTE: attach as-built drawing. | |||||
(6) | Soil and rock sampling to be performed in accordance with ASTM Standards D420, D1586, D1587, and D2113. | ||||
(7) | Logging of all test borings or test pits in accordance with the Unified Soil Classification System and in relation to the geologic origin of the constituents of the encountered materials, e.g., light yellow brown silty clay (CH), as described and categorized by the Munsell® color chart, with occasional angular dolomite fragments, moderately stiff residual soils, some stained paleo jointing. | ||||
TEST PITS | ACCEPT | REJECT | SEE ATTACHED | ||
(1) | Number and depth of proposed pits: | ||||
NOTE: To be acceptable, minimum bottom area of pits shall be 10 square feet and shall encounter rock surface over 50% of pit area. | |||||
(2) | Method of backfill to be employed: | ||||
NOTE: Test pit backfill shall be composed of excavated material placed in layers and compacted to pre-excavation density, unless authorized otherwise by Town geologist. | |||||
PIEZOMETERS, LYSIMETERS, AND WATER TABLE DATA | ACCEPT | REJECT | SEE ATTACHED | ||
Number, locations and types to be used: | |||||
(1) | Other methods to be used: | ||||
NOTE: These shall be installed and monitored in sufficient locations to identify depth to seasonable high water table and rate and direction of groundwater flow. | |||||
GEOTHERMAL TESTING OF PROPERTIES OF SOILS, ROCKS, AND WATER | ACCEPT | REJECT | SEE ATTACHED | ||
Methods proposed: | |||||
A. | Percussion probes. | ||||
(1) | Number proposed: | ||||
(2) | Depths anticipated: | ||||
(3) | Measuring techniques to be utilized: | ||||
B. | Geophysical studies. | ||||
(1) | Seismic refraction and reflection; location and number of runs anticipated; equipment to be used: | ||||
(2) | Ground-penetrating radar: | ||||
(3) | Magnetic, gravity, or conductivity techniques; specify procedures and location surveys: | ||||
C. | Geologic reconnaissance. | ||||
(1) | Factors to be examined: vegetative changes, observable seeps, or groundwater discharge, circular depressions; swales. | ||||
(2) | Additional field investigation techniques proposed: | ||||
INDIRECT TESTING PROCEDURES | TO BE COMPLETED BY TOWN GEOLOGIST | ||||
MAPS, DRAWINGS, AND OTHER DOCUMENTATION | ACCEPT | REJECT | SEE ATTACHED | ||
A. | Location of site on 1:24,000 scale USGS topo map (See Phase I Checklist). General site plan showing locations of all field testing procedures, in relation to the planned development at a minimum scale of 1" = 100 feet. | ||||
B. | Time table of proposed field investigation, laboratory testing, test data receipt and final report to the Town. If investigation is be performed in more than one phase, give an estimated schedule of each phase and expected results. | ||||
C. | Proposed technical inspection procedures during investigation (continuous supervision of field investigation is strongly recommended). | ||||
D. | Submission of application fees (§ 88-13) | ||||
Amount: | |||||
Date: | |||||
Future Payments Anticipated: | |||||
E. | Special factors or conditions applicant wishes to bring to the attention of Town geologist: | ||||
TOWN GEOLOGIST REVIEW | ||
A. | Phase I Checklist completion date: | |
B. | Approval of Phase I Checklist: | |
C. | Phase II Checklist completion date: | |
D. | Approval of Phase II Checklist: | |
E. | Conditions to be imposed on approval: | |
Zoning Regulations
R-1 | Residence District | |
R-1-A | Residence District | |
R-2 | Residence District | |
R-2A | Residence District | |
R-3 | Residence District | |
C-1 | Downtown Commercial District | |
C-2 | Transitional Commercial District | |
C-3 | Highway Oriented Commercial District | |
C-4 | Locally Oriented Commercial District | |
C-5 | Route 31 Commercial District | |
I | Industrial District | |
OB-1 | Office Building District | |
OB-2 | Office Building District | |
OB-3 | Office Building District | |
OB-4 | Office Building District | |
PRD-P | Planned Residential Development Park | |
PRD | Planned Residential Development | |
PARD | Parks and Recreation District | |
MF-1 | Multifamily Housing District | |
AH-1 | Affordable Housing District |
100-Year Flood Hazard Area | ||
500-Year Flood Hazard Area | ||
Dimensions | R-1 | R-2 | |
|---|---|---|---|
Lot width (street line) | 75 | 60 | |
Lot width (building line) | 100 | 90 | |
Lot depth | 175 | 100 |
Yard | R-1 | R-2 | ||
|---|---|---|---|---|
Front | 40 | 30 | ||
Rear | 40 | 30 | ||
Side | ||||
Minimum on 1 side | 15* | 12 | ||
Combined | 35 | 30 | ||
*NOTE: Where a side yard is provided. The developer may elect to undertake a zero-lot-line development where each dwelling unit is constructed along one side lot line. In such cases, the single side yard provided shall be equivalent to the requirement for both sides, and no dwelling unit in the development shall be closer to any other dwelling unit, either within the development or on an adjoining property, than the side yard (both) requirement set forth above. | ||||
Description | Specification | |||
|---|---|---|---|---|
Minimum lot size | 7,500 square feet | |||
Minimum width | ||||
Street | 50 feet | |||
Building line | 70 feet | |||
Minimum yards | ||||
Front | 30 feet | |||
Rear | 30 feet | |||
Side | ||||
One | 10 feet | |||
Both | 22 feet | |||
Maximum building coverage | 30% | |||
Description | Specification | ||
|---|---|---|---|
Minimum lot size | 15,000 square feet | ||
Minimum width | |||
Street | 80 feet | ||
Building line | 120 feet | ||
Minimum yards | |||
Front | 30 feet | ||
Rear | 30 feet | ||
Side, each | 15 feet | ||
Maximum building coverage | 25% | ||
Description | Distance (feet) | ||
|---|---|---|---|
Minimum yards | |||
Front | 30* | ||
Rear | 40** | ||
Distance between buildings | 25 | ||
NOTES: * From the right-of-way or from the curbline if no right-of-way is dedicated ** May be reduced to 25 feet where the unit abuts common or public open space. | |||
Type of Structures | Minimum Distance (feet) | ||
|---|---|---|---|
Windowless wall to windowless wall | 20 | ||
Window wall to windowless wall | 20 | ||
Window wall to window wall | |||
Front to front | |||
Building height of up to 30 feet | 50 | ||
Building height of 30 feet or more | 75 | ||
Rear to rear | 50 | ||
End to end | 30 | ||
Any building face to local street curbface or edge of pavement | 30 | ||
Any building face to collector street curbface or edge of pavement | 40 | ||
Any building face to arterial street curbface or edge of pavement | 50 | ||
Any building face except garage face to common parking area | 12 | ||
Garage face to common parking area | 5 | ||
Number of Bedrooms | Area (square feet) | |
|---|---|---|
1 | 550 | |
2 | 660 | |
3 | 850 |
Yards | Setback | ||
|---|---|---|---|
Front yard | 30 | ||
Rear yard | 40 | ||
Side yards | |||
Minimum on 1 side | 10 | ||
Combined | 25 | ||
Octave Band Center Frequency (cycles per Second) | Maximum Sound Pressure Level (decibels relative to 0.002 microbars) | |
|---|---|---|
31.5 | 84 | |
63 | 70 | |
125 | 57 | |
250 | 50 | |
500 | 45 | |
1,000 | 41 | |
2,000 | 38 | |
4,000 | 35 | |
8,000 | 32 | |
Character of Noise | Correction (decibels) | |
Nighttime noise (10:00 p.m. to 7:00 a.m.) | - 5 | |
Impulsive noise | - 5 | |
Noise of periodic character | - 5 |
Wastes | Maximum (parts per million) | |
|---|---|---|
Hydrogen sulphide | 10 | |
Sulphur dioxide | 10 | |
Nitrous oxide | 10 | |
Chlorine demand | 15 | |
Phenols | .005 |
Table 102.2(1) | ||
|---|---|---|
Map Panel No. | Effective Date | Suffix |
34019C0118 | September 25, 2009 | F |
34019C0119 | September 25, 2009 | F |
Table 102.2(2) | |
|---|---|
Map Panel No. | Preliminary Date |
34019C0118G | April 2, 2021 |
Table 102.2(3) List of State Studied Waters | ||
|---|---|---|
Name of Studied Water | File Name | Map Number |
S Branch Raritan Rv | FHR101118 | SB-17 |
S Branch Raritan Rv | FHR101119 | SB-18 |
Beaver Bk | U0000001 | BE-1 |
S Branch Raritan Rv | U0000106 | SB-5 |
Trib A | U0000134 | UA-1 |
Note: Substantially damaged properties and substantially improved properties that have not been elevated are not considered "lawfully existing" for the purposes of the NFIP. This definition is included in this section to clarify the applicability of any more stringent statewide floodplain management standards required under the FHACA. |
Block | Lot | Owner - Description | Use |
|---|---|---|---|
1 | 60.01 | Town of Clinton - DeMott Pond | Active and service |
8 | 21 | State of New Jersey - Spruce Run | Passive |
8 | 23 | State of New Jersey - Spruce Run | Passive |
15 | 14 | Hunterdon County - Dunham Park | Passive |
16 | 20.01 | Town of Clinton - Millview Park | Passive and service |
29 | 3 | Town of Clinton - Pond Ridge | Passive |
29 | * | Town of Clinton - Kings Crossing | Active and service |
29 | * | Town of Clinton - Kings Crossing | Active and service |
NOTES: * Lot designations to be made upon filing of subdivision deeds and maps. |
Table 1 | ||
|---|---|---|
Off-Site Use/Designated Area | Separation Distance | |
Base of tower to: | ||
Residences, municipal buildings (unless the tower is on the municipal building site), libraries or houses of worship | 300 feet or 300% of the height of the tower, whichever is greater | |
Site, structure or building which is on the State or National Historic Register | 500 feet | |
Vacant residentially zoned land | 300 feet or 300% of the height of the tower, whichever is greater | |
Nonresidentially zoned lands or nonresidential uses | At least 120% of the height of the tower from any adjoining lot line and all nonappurtenant buildings | |
Public parks and buildings therein, public or private schools and any site designated on the State and/or Federal Register of Historic Sites or in an historic district designated in the Town's Master Plan | 1,750 feet | |
Table 2 Separation Distances Between Towers | |||
|---|---|---|---|
Types | |||
Lattice (linear feet) | Monopole 100 Feet or Greater in Height (linear feet) | Monopole Less Than 100 Feet in Height (linear feet) | |
Lattice | 5,000 | 1,500 | 750 |
Monopole 100 feet or greater in height | 1,500 | 1,500 | 750 |
Monopole less than 100 feet | 750 | 750 | 750 |
Uses | Required Parking Space |
|---|---|
One-family dwelling | 2 for each dwelling unit3 |
Two-family dwelling | 3 for each 2 dwelling units1, 3 |
Multifamily dwelling | 5 for each 2 dwelling units1, 2 |
Church, auditorium, theater including school auditorium | 1 for each 3 seating spaces, or equivalent accommodation provided |
Assembly hall, community building, social club, institution | 1 for each 150 square feet of floor area |
Funeral home, mortuary | 10 for each slumber room |
Bank, retail store, shop or similar establishment | 1 for each 180 square feet of retail merchandising or commercial floor area |
Restaurant, eating and drinking place | 1 for each 50 square feet of floor area devoted to patron use |
Business professional and executive office | 1 for each 200 square feet of office area |
Furniture and appliance store, motor vehicle sales, wholesale store, building material store and similar hard goods 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 |
Hotel | 1 for each room, plus parking for other facilities, e.g., public restaurant |
Data-processing facility | 1 for each 200 square feet of floor area |
Medical and dental clinics | 1 for each 150 square feet of floor area |
Nursery schools, day care | 4 for classroom |
Studios for art, dancing, music, languages, photography | 1 for each employee and student at maximum capacity |
NOTES: 1 Garages may be counted for up to 50% of the required parking. 2 At least one space per dwelling unit shall be in open parking. 3 Not more than 25% of the front yard area shall be used for parking. 4If an applicant requests an increase in the number of parking spaces beyond that required and the number of additional parking spaces exceeds 5% of the required number of spaces, the applicant shall justify the greater need for parking and the Land Use Board must grant specific approval for such an increase. 5Where parking is provided within a nonresidential parking garage, the maximum impervious coverage allowed on site shall be reduced by the area of the under-building parking spaces, calculated as 190 square feet times the number of under-building spaces provided. |
"Block XX, Lot XX, is underlain by limestone formations. Limestone formations are susceptible to surface collapse (or sinkholes) and subsidence caused by the physical erosion and chemical alteration of the soil and bedrock. | |
In limestone areas, the alteration and development of land may be hazardous with respect to the foundation safety of structures, the creation of unstable land as a result of changes in drainage and grading, and the contamination of ground and surface waters. | |
The exact occurrence of sinkholes and/or subsidence is not always predictable; therefore, the administration of the Clinton Town Carbonate Area District Ordinance shall create no liability on behalf of the municipality, the Town Engineer, the Town geologist, municipal employees, municipal officials, or municipal agencies as to damages which may be associated with the formation of sinkholes or subsidence. Compliance with these regulations represents no warranty, finding, guarantee, or assurance that a sinkhole and/or subsidence will not occur on an approved property. The municipality, its agencies, consultants, and employees assume no liability for any financial or other damages which may result from sinkhole activity. | |
It is also noted that sinkholes and ground subsidence may occur in areas outside the Carbonate Area District and/or in areas of carbonate geology presently not identified as such. | |
The applicant and/or property owner should always make independent investigations of these matters prior to using this land for construction of a building or structure or any activity which alters the soil and bedrock materials." |
___ | US Geological Survey 7 1/2 minute topographic quadrangle maps with the parcel identified. | |
___ | USDA Soil Conservation Service soil survey map indicating soils present on parcel. | |
___ | Information from any special reports completed by NJ State Geological Survey, US Geological Survey, or NJ Department of Environmental Protection. | |
___ | Site plan map at a scale of 1" = 1,000' identifying proposed development site and boundaries of site that are within the CRA and/or CDA as designated on the municipal CAD map. | |
___ | Aerial photograph print for the proposed site and surrounding area (taken at a minimum scale of 1" = 1,000' obtained during periods of little or no foliage cover). | |
___ | Location of all known water production wells and well log information within one-half mile of the project. Information sources shall include, at a minimum, the County Health Department and the New Jersey Department of Environmental Protection. | |
___ | A project sketch plat at a minimum scale of 1" = 200' with existing surface water bodies location of any existing water production wells, faults, outcrops, springs, sinkholes, disappearing streams, and surface water flows. | |
___ | Written narrative describing proposed activity. | |
Does the proposed project include the use, storage or manufacturing of toxic or hazardous materials? ___no ___ yes | ||
If yes, attach and explanation of the type of activity. | ||
Other published geologic information which applicant deems pertinent. (Information from other geologic investigation programs is on file with the municipal clerk.) Please specify: | ||
PHASE II CHECKLIST | ||
|---|---|---|
Proposed investigation program to be conducted in CRD in Town of Clinton. | ||
1. | General requirements: | |
a. | Test borings and test pits are to be used as the primary means of identifying potential geologic hazards. Percussion probes and other geophysical techniques (e.g., seismic refraction and reflection, ground-penetrating radar, magnetic, gravity and conductivity) can be used to provide data between borings and pits. | |
b. | Proposed exploration techniques, which are not outlined in this checklist, may be submitted to the Town's geologist for review and possible inclusion in the approved investigation program. Alterations to the planned program can be made during the progress of the field investigation upon request to the Town's geologist if so required by the nature of the encountered subsurface conditions. | |
2. | The intention of the site investigation program is to define the nature and limits of possible design, constriction and operating concerns that could result from the existence of carbonate soil and/or rock formalities underlying the proposed development site. | |
3. | List names and address of New Jersey licensed engineer: | |
List name and address of New Jersey licensed well driller: | ||
List name and address of geologic consultant: | ||
DIRECT TESTING PROCEDURES | TO BE COMPLETED BY TOWN GEOLOGIST | ||||
TEST BORINGS | ACCEPT | REJECT | SEE ATTACHED | ||
(1) | Number proposed: | ||||
(2) | Depths anticipated: | ||||
NOTE: If rock encountered is within 40 feet of ground surface, a minimum of 10 feet of rock is to be cored. Rock cores shall be a minimum of two inches in diameter, to be obtained by double-tube, split-barrel coring device or equivalent. | |||||
(3) | Boring technique to be used: | ||||
NOTE: Unless approval is authorized, all test borings will be drilled using rotary wash without use of drilling muds. Water losses in borings are to be monitored as to depth and quantities; air loss, drilling speed and rod drops must also be monitored. | |||||
(4) | Proposed bore hole grouting technique shall be consistent with N.J.A.C 7:9-9.1 et seq. | ||||
(5) | Descriptions of proposed monitoring well completions. | ||||
NOTE: attach as-built drawing. | |||||
(6) | Soil and rock sampling to be performed in accordance with ASTM Standards D420, D1586, D1587, and D2113. | ||||
(7) | Logging of all test borings or test pits in accordance with the Unified Soil Classification System and in relation to the geologic origin of the constituents of the encountered materials, e.g., light yellow brown silty clay (CH), as described and categorized by the Munsell® color chart, with occasional angular dolomite fragments, moderately stiff residual soils, some stained paleo jointing. | ||||
TEST PITS | ACCEPT | REJECT | SEE ATTACHED | ||
(1) | Number and depth of proposed pits: | ||||
NOTE: To be acceptable, minimum bottom area of pits shall be 10 square feet and shall encounter rock surface over 50% of pit area. | |||||
(2) | Method of backfill to be employed: | ||||
NOTE: Test pit backfill shall be composed of excavated material placed in layers and compacted to pre-excavation density, unless authorized otherwise by Town geologist. | |||||
PIEZOMETERS, LYSIMETERS, AND WATER TABLE DATA | ACCEPT | REJECT | SEE ATTACHED | ||
Number, locations and types to be used: | |||||
(1) | Other methods to be used: | ||||
NOTE: These shall be installed and monitored in sufficient locations to identify depth to seasonable high water table and rate and direction of groundwater flow. | |||||
GEOTHERMAL TESTING OF PROPERTIES OF SOILS, ROCKS, AND WATER | ACCEPT | REJECT | SEE ATTACHED | ||
Methods proposed: | |||||
A. | Percussion probes. | ||||
(1) | Number proposed: | ||||
(2) | Depths anticipated: | ||||
(3) | Measuring techniques to be utilized: | ||||
B. | Geophysical studies. | ||||
(1) | Seismic refraction and reflection; location and number of runs anticipated; equipment to be used: | ||||
(2) | Ground-penetrating radar: | ||||
(3) | Magnetic, gravity, or conductivity techniques; specify procedures and location surveys: | ||||
C. | Geologic reconnaissance. | ||||
(1) | Factors to be examined: vegetative changes, observable seeps, or groundwater discharge, circular depressions; swales. | ||||
(2) | Additional field investigation techniques proposed: | ||||
INDIRECT TESTING PROCEDURES | TO BE COMPLETED BY TOWN GEOLOGIST | ||||
MAPS, DRAWINGS, AND OTHER DOCUMENTATION | ACCEPT | REJECT | SEE ATTACHED | ||
A. | Location of site on 1:24,000 scale USGS topo map (See Phase I Checklist). General site plan showing locations of all field testing procedures, in relation to the planned development at a minimum scale of 1" = 100 feet. | ||||
B. | Time table of proposed field investigation, laboratory testing, test data receipt and final report to the Town. If investigation is be performed in more than one phase, give an estimated schedule of each phase and expected results. | ||||
C. | Proposed technical inspection procedures during investigation (continuous supervision of field investigation is strongly recommended). | ||||
D. | Submission of application fees (§ 88-13) | ||||
Amount: | |||||
Date: | |||||
Future Payments Anticipated: | |||||
E. | Special factors or conditions applicant wishes to bring to the attention of Town geologist: | ||||
TOWN GEOLOGIST REVIEW | ||
A. | Phase I Checklist completion date: | |
B. | Approval of Phase I Checklist: | |
C. | Phase II Checklist completion date: | |
D. | Approval of Phase II Checklist: | |
E. | Conditions to be imposed on approval: | |