Highway Commercial District.
Individual Uses | Shopping Centers | |||||
|---|---|---|---|---|---|---|
1. | Lot area: | 2 acres | 10 acres | |||
2. | Lot frontage: | 200 feet minimum | 500 feet minimum | |||
3. | Lot width: | 200 feet minimum | 500 feet minimum | |||
4. | Lot depth: | 300 feet minimum | 500 feet minimum | |||
5. | Side yard (agg.): | 100 feet minimum | 120 feet minimum | |||
(each) | 20 feet minimum | 30 feet minimum | ||||
6. | Front yard: | 150 feet minimum | 175 feet minimum | |||
7. | Rear yard: | 40 feet minimum | 100 feet minimum | |||
8. | Front buffer: | 40 feet minimum | 50 feet minimum | |||
9. | Rear buffer: | 15 feet minimum | 50 feet minimum | |||
10. | Side buffer: | 15 feet minimum | 30 feet minimum | |||
11. | Floor area ratio: | 0.50 maximum | 0.60 maximum | |||
12. | Impervious surface: | 50% for total lot area | 60% for total lot area | |||
13. | Maximum height: | 35 feet | 35 feet | |||
14. | No building shall exceed 20,000 square feet of gross floor area. All principle individual use buildings shall be separated by a minimum of 20 feet provided such separation is to be used solely for pedestrian circulation. All principle individual use buildings shall be separated by a minimum of 50 feet where any part of such separation is to be used for parking or vehicular circulation. However, the separation requirements should not be construed to prohibit covered pedestrian walkways when the roof or covering of such walkway extends between the buildings. | |||||
15. | Any side yard under 40 feet shall not include any parking or customer access, but may include access to the side or rear of buildings for the purpose of delivery, loading or unloading and shall be suitably landscaped. | |||||
16. | The principal building setback shall be 100 feet where the property line abuts a residential district or use. | |||||
17. | Where reverse and/or side parking is utilized, the front setback can be reduced to no less than 50 feet. Construction of the drainage basin within the front yard setback is permitted with appropriate landscaping per Subsection 12-5.7. | |||||
18. | Where said property abuts a residential district a fifty-foot buffer shall be required. | |||||
19. | In those instances where two adjacent property owners cooperate to share a common access driveway serving both properties and thereby eliminate an existing driveway access point to the roadway, then floor area ratio may be increased 0.10 and the impervious surface coverage may be increased 10% for both properties. Further, the impervious surface coverage may be increased an additional 3% for an increased buffer to 50 feet. The maximum floor area ratio also may be increased an additional 0.025 for amenity areas, plazas, and similar design features. | |||||
20. | Maximum floor area ratio shall be reduced by 0.05 for soils having any combination of limitations not including SLIGHT categories if development is permitted under appropriate State regulations. | |||||
21. | Minimum lot size shall be increased if the resultant lot size calculated from the steps below is greater than the minimum lot size for a standard lot (two acres). The resultant lot size as determined by the steps below shall be considered the required minimum lot size. Refer to "A recharge based Nitrate Dilution Model for New Jersey" and "New Jersey Geological Survey, Geological Survey Report GSR-32: A method for evaluating ground water recharge areas in New Jersey," New Jersey Department of Environmental Protection. | |||||
(a) | DETERMINE INPUT FLOW VALUES FOR PROPOSED USE (Nitrate loading rate). The flow values for nonresidential development shall be determined based on the values contained in N.J.A.C. 7:9A-7.4, as amended, except that number of employees may not be utilized in calculating flow values for office uses. In the event that N.J.A.C. 7:9A-7.4 does not provide flow values for a specific use, but a flow value is assigned for that use in 7:14A-23.3(a), the flow value specified in N.J.A.C. 7:14A-23.3(a) shall be used in calculating flow. | |||||
(b) | DETERMINE YEARLY DILUTION VOLUME. 8.0 (Nitrate loading rate) x (input loading per year) = yearly dilution volume. (8.0 is the Nitrate concentration ratio of 40 mg/L to five mg/L) [Amended 2-16-2021 by Ord. No. 2021-04] | |||||
(c) | Use model NJGS GSR-32 (New Jersey Geological Survey, Geological survey Report GSR-32: A method for evaluating ground water recharge areas in New Jersey) as implemented in the DEP EXCEL, spreadsheet "NJ-RECHARGE-v4.XLS." Provide the following information for calculating the recharge amount for the proposed use. | |||||
(1) | Land use cover code: 0. | |||||
(2) | Soil: Dependent on parcel location. If more than one soil type exists on the parcel, the resultant lot size shall be the sum of the total outputs for the soil areas. In the absence of on-site soil samples, the soil type shall be determined by utilizing the Burlington County Soil Survey mapping. If there is a discrepancy between on-site soil boring results and the Burlington County Soil Survey mapping, the results of at least 3 soil samples in the area of discrepancy shall be considered the correct input for the formula variable. Where multiple soil types are present, volumetric recharge shall be computed for each soil type and respective area and summed to determine total annual recharge volume. The NJDEP charge model excludes hydric soils, wetlands, and waterways. When the NJDEP model is applied and the soil type does not result in a recharge value, a soil type with an equivalent recharge factor and recharge constant to the hydric soil or wetland may be substituted in the model. | |||||
(3) | Acreage: Size of parcel. See paragraph (d) below. | |||||
(4) | Township: Southampton Code 126. | |||||
(d) | Recharge areas. Those areas considered to be watercourses and/or wetlands (except isolated wetlands) are not considered part of the acceptable recharge area and therefore shall not be permitted as contributing to the required area for minimum lot size. For isolated wetlands, when the NJDEP model is applied and the soil type does not result in a recharge value, a soil type with an equivalent recharge factor and recharge constant to the hydric, soil or wetland may be substituted in the model. | |||||
Highway Commercial District.
Individual Uses | Shopping Centers | |||||
|---|---|---|---|---|---|---|
1. | Lot area: | 2 acres | 10 acres | |||
2. | Lot frontage: | 200 feet minimum | 500 feet minimum | |||
3. | Lot width: | 200 feet minimum | 500 feet minimum | |||
4. | Lot depth: | 300 feet minimum | 500 feet minimum | |||
5. | Side yard (agg.): | 100 feet minimum | 120 feet minimum | |||
(each) | 20 feet minimum | 30 feet minimum | ||||
6. | Front yard: | 150 feet minimum | 175 feet minimum | |||
7. | Rear yard: | 40 feet minimum | 100 feet minimum | |||
8. | Front buffer: | 40 feet minimum | 50 feet minimum | |||
9. | Rear buffer: | 15 feet minimum | 50 feet minimum | |||
10. | Side buffer: | 15 feet minimum | 30 feet minimum | |||
11. | Floor area ratio: | 0.50 maximum | 0.60 maximum | |||
12. | Impervious surface: | 50% for total lot area | 60% for total lot area | |||
13. | Maximum height: | 35 feet | 35 feet | |||
14. | No building shall exceed 20,000 square feet of gross floor area. All principle individual use buildings shall be separated by a minimum of 20 feet provided such separation is to be used solely for pedestrian circulation. All principle individual use buildings shall be separated by a minimum of 50 feet where any part of such separation is to be used for parking or vehicular circulation. However, the separation requirements should not be construed to prohibit covered pedestrian walkways when the roof or covering of such walkway extends between the buildings. | |||||
15. | Any side yard under 40 feet shall not include any parking or customer access, but may include access to the side or rear of buildings for the purpose of delivery, loading or unloading and shall be suitably landscaped. | |||||
16. | The principal building setback shall be 100 feet where the property line abuts a residential district or use. | |||||
17. | Where reverse and/or side parking is utilized, the front setback can be reduced to no less than 50 feet. Construction of the drainage basin within the front yard setback is permitted with appropriate landscaping per Subsection 12-5.7. | |||||
18. | Where said property abuts a residential district a fifty-foot buffer shall be required. | |||||
19. | In those instances where two adjacent property owners cooperate to share a common access driveway serving both properties and thereby eliminate an existing driveway access point to the roadway, then floor area ratio may be increased 0.10 and the impervious surface coverage may be increased 10% for both properties. Further, the impervious surface coverage may be increased an additional 3% for an increased buffer to 50 feet. The maximum floor area ratio also may be increased an additional 0.025 for amenity areas, plazas, and similar design features. | |||||
20. | Maximum floor area ratio shall be reduced by 0.05 for soils having any combination of limitations not including SLIGHT categories if development is permitted under appropriate State regulations. | |||||
21. | Minimum lot size shall be increased if the resultant lot size calculated from the steps below is greater than the minimum lot size for a standard lot (two acres). The resultant lot size as determined by the steps below shall be considered the required minimum lot size. Refer to "A recharge based Nitrate Dilution Model for New Jersey" and "New Jersey Geological Survey, Geological Survey Report GSR-32: A method for evaluating ground water recharge areas in New Jersey," New Jersey Department of Environmental Protection. | |||||
(a) | DETERMINE INPUT FLOW VALUES FOR PROPOSED USE (Nitrate loading rate). The flow values for nonresidential development shall be determined based on the values contained in N.J.A.C. 7:9A-7.4, as amended, except that number of employees may not be utilized in calculating flow values for office uses. In the event that N.J.A.C. 7:9A-7.4 does not provide flow values for a specific use, but a flow value is assigned for that use in 7:14A-23.3(a), the flow value specified in N.J.A.C. 7:14A-23.3(a) shall be used in calculating flow. | |||||
(b) | DETERMINE YEARLY DILUTION VOLUME. 8.0 (Nitrate loading rate) x (input loading per year) = yearly dilution volume. (8.0 is the Nitrate concentration ratio of 40 mg/L to five mg/L) [Amended 2-16-2021 by Ord. No. 2021-04] | |||||
(c) | Use model NJGS GSR-32 (New Jersey Geological Survey, Geological survey Report GSR-32: A method for evaluating ground water recharge areas in New Jersey) as implemented in the DEP EXCEL, spreadsheet "NJ-RECHARGE-v4.XLS." Provide the following information for calculating the recharge amount for the proposed use. | |||||
(1) | Land use cover code: 0. | |||||
(2) | Soil: Dependent on parcel location. If more than one soil type exists on the parcel, the resultant lot size shall be the sum of the total outputs for the soil areas. In the absence of on-site soil samples, the soil type shall be determined by utilizing the Burlington County Soil Survey mapping. If there is a discrepancy between on-site soil boring results and the Burlington County Soil Survey mapping, the results of at least 3 soil samples in the area of discrepancy shall be considered the correct input for the formula variable. Where multiple soil types are present, volumetric recharge shall be computed for each soil type and respective area and summed to determine total annual recharge volume. The NJDEP charge model excludes hydric soils, wetlands, and waterways. When the NJDEP model is applied and the soil type does not result in a recharge value, a soil type with an equivalent recharge factor and recharge constant to the hydric soil or wetland may be substituted in the model. | |||||
(3) | Acreage: Size of parcel. See paragraph (d) below. | |||||
(4) | Township: Southampton Code 126. | |||||
(d) | Recharge areas. Those areas considered to be watercourses and/or wetlands (except isolated wetlands) are not considered part of the acceptable recharge area and therefore shall not be permitted as contributing to the required area for minimum lot size. For isolated wetlands, when the NJDEP model is applied and the soil type does not result in a recharge value, a soil type with an equivalent recharge factor and recharge constant to the hydric, soil or wetland may be substituted in the model. | |||||