|
1982 GENERAL PLAN - PLANNING AREA
| Land Use Category | Acreage | Percentage |
| Residential | ||
| Urban Estate Density | 775.95 | 8.30% |
| Urban Low Density | 2,964.60 | 31.71% |
| Urban Medium Density | 517.42 | 5.53% |
| Urban High Density | 229.39 | 2.45% |
| Commercial | ||
| Town Center Commercial | 42.09 | 0.45% |
| Shopping Center Commercial | 242.01 | 2.59% |
| Local Commercial | 5.03 | 0.05% |
| Other Community Commercial | 261.29 | 2.79% |
| Office and Professional | 153.07 | 1.64% |
| Industrial | ||
| Planned Employment Center | 1,515.58 | 16.21% |
| Manufacturing - Industrial | 277.95 | 2.97% |
| Other | ||
| Public | 114.66 | 1.23% |
| Semi Public Facilities | 108.19 | 1.16% |
| Schools | 121.85 | 1.30% |
| Utilities | 42.74 | 0.46% |
| Park and Recreation | 725.71 | 7.76% |
| Open Space Opportunity | 393.83 | 4.21% |
| Right of Way | 859.04 | 9.19% |
| Total | 9,350.40 | 100.00% |
TABLE 4.2-2
2020 GENERAL PLAN - PLANNING AREA
| Land Use Category | Acreage | Percentage |
| Residential | ||
| Urban Estate Density | 2,348 | 23.7% |
| Urban Low Density | 1,379 | 13.9% |
| Urban Medium Density | 314 | 3.2% |
| Urban High Density | 273 | 2.8% |
| Commercial | ||
| Commercial | 466 | 4.7% |
| Office - Professional | 162 | 1.6% |
| Industrial | ||
| Manufacturing - Industrial | 528 | 5.3% |
| Mixed Use | ||
| Business Park | 437 | 4.5% |
| Special Development Area | 1,403 | 14.2% |
| Overlay Designations* | ||
| Town Center* | 34* | N/A |
| Open Space Opportunity* | 366* | N/A |
| Other | ||
| Public | 333 | 3.4% |
| Institutional Non-governmental | 123 | 1.2% |
| Schools | 228 | 2.3% |
| Utilities | 43 | 0.4% |
| Park and Recreation | 752 | 7.7% |
| Right of Way | 913 | 9.2% |
| Open Space | 192 | 1.9% |
| Total | 9,894 | 100.00% |
* Overlay designations not included in acreage or percentages
|
Hydrology and Water Quality: The Northerly Emphasis Alternative assigns future development to the north and east of downtown as much as possible. By steering growth accordingly, most new development will be within the Wolf Creek watershed. Residential infill will account for 900 new housing units within the current city limits, the maximum potential. Residential "outfill" is assumed to account for 842 units, approximately 80% of outfill build out potential. This increase in development will result in an increase in impervious surfaces, which will impact hydrology and water quality. The Northerly Emphasis Alternative would create or contribute to runoff water which would exceed the capacity of existing or planned stormwater drainage facilities. Due to the relatively high density of 3.30 units per acre, the potential exists for a significant increase in impervious surfaces, which will increase the amount of runoff and increase downstream flood hazard. Although each future project will be required to individually assess the potential for impacts to hydrology and water quality, the Northern Emphasis alternative could have a greater impact on hydrology and water quality. Biological Resources: It is assumed that substantial areas within the three major annexation areas will be set aside for conservation and recreational purposes. The Northerly Emphasis Alternative emphasizes significant conservation/open space projects to be developed in conjunction with residential growth, particularly within the Brunswick/East Bennett/Freeway triangle and within the City limits as "infill" conservation/recreation projects. More extensive open space set asides will occur within the three major annexation areas. Riparian corridors and recreational trails will be planned in anticipation of new development, and implemented in conjunction with new residential and non-residential projects. The Northerly Emphasis Alternative, like the 2020 Plan, would not have a substantial adverse impact on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations or by the California Department of Fish and Game or U.S. Fish and Wildlife Service. All future development will require review on project-specific level of analysis, which will ensure compliance with policies to protect biological resources and comply with state and federal laws and requirements. Therefore, the project and the alternative are viewed as comparable Air Quality: Compared to the proposed General Plan, the Northerly Emphasis Alternative has the potential to result in a lower level of vehicular emissions because of its more compact development form, which facilitates the use of alternative transportation modes such as walking, bicycling and transit. This could have less impacts on air quality than the 2020 General Plan. Public Services and Utilities: The Northerly Emphasis Alternative assigns future development to the north and east of downtown as much as possible. By steering growth accordingly, most new development will be within the Wolf Creek watershed (allowing for more efficient provision of infrastructure and extensions of facilities) and convenient to downtown, Glenbrook, the Litton/Sierra College complex, and existing industrial and business parks. Gravity flow of wastewater (from new developments) to the City wastewater treatment plant on Freeman/Wolf Creek is accomplished under this Alternative. By shifting development north, and closer to established neighborhoods of southwestern Grass Valley, the extension of City services and infrastructure is facilitated. This includes gravity flow from North Star residential areas to the wastewater treatment plant. Land Use and Planning: The Northerly Emphasis Alternative seeks to maintain a tight development pattern, minimizing urban sprawl. Housing unit allocations to the three major annexation areas are maintained at annexation agreement levels. However, the agreed-upon 363 housing units at North Star have been moved to a 183-acre area in the northern portion of that 760 acre property. Residential densities are increased, as about 91 acres of residential land will accommodate the 363 units, contrasted with 312 acres in the annexation agreement. In addition, the 20 acre CBD (Central Business District) and scaled down Business Park and Industrial areas are contained within the 183-acre northern sector. Additional residential and office/industrial development of the North Star property would be deferred in time until warranted by supply-demand factors for such land elsewhere in the Planning Area. The 13 acre school site and 175 acres of open space would be formally designated and "developed" during the 20-year planning period. The Northerly Emphasis Alternative would not physically divide an established community, or conflict with habitat conservation or natural community conservation plans. Population and Housing: The total number of housing units and population for the Northern Emphasis are similar to the proposed 2020 General Plan. Aesthetics: Visually, the Northern Emphasis and the 2020 General Plan are very similar. Both propose a more compact land use pattern, directing future growth toward the northern and eastern parts of the city. Both development scenarios contain policies for the preservation of open space and advocate design guidelines for the protection of community aesthetics. Transportation: Significant transportation improvements, including non-vehicular facilities (bikeways, sidewalks, trails), as well as street and highways improvements, must be made to facilitate circulation, especially within the triangle formed by Brunswick Road, East Bennett, and the Freeway. Vehicular access to downtown from the east, a new interchange at Dorsey or vicinity, and connections between Idaho Maryland Road and East Bennett are all likely transportation improvements resulting in part from the Northerly Emphasis Alternative. The overall development levels anticipated under General Plan alternatives is similar to that projected for the proposed General Plan. The holding capacity of the Northerly Emphasis Alternative is 2,820 additional dwelling units. This alternative could also accommodate 773± acres of new non-residential uses (not including areas designated for open space.) Because the level of development anticipated by year 2020 does not represent full build out under either the proposed General Plan or its alternatives, the total trip generation associated with new development would not be appreciably different under the Northerly Emphasis Alternative. The evaluation of General Plan alternatives addressed the ramifications of both land use and circulation systems. Analysis of circulation plans addressed alternatives for major facilities linking the community with Highways 20/49, as well as the location of new Wolf Creek Crossings. The key issue reviewed as part of this investigation was the location of a new Wolf Creek crossing linking the North Star Annexation area with Highway 49. Alternatives addressed included the southerly extension of Freeman Lane per the current General Plan, a westerly extension of McKnight Way, and the creation of a new route extending westerly from SR 49 near Crestview Drive to North Star. For this EIR, the traffic volume forecasts for the Northerly Emphasis Alternative assume implementation of the Freeman Lane Extension to North Star. Table 4-3 compares current traffic volumes at selected locations on area streets (refer to Index Figure 4-2 of the Circulation Element) with future (year 2020) daily traffic volume forecasts and Levels of Service under the proposed General Plan and both the Northerly and Southerly Emphasis Alternatives. Review of these forecasts indicates that most of the existing and assumed future roadways have the capacity to provide LOS D or better conditions. Implementation of the Northerly Emphasis Alternative will, however, result in several new locations where anticipated traffic volumes will exceed LOS D. Overall, the proposed General Plan would result in eight locations where forecast Levels of Service would exceed LOS D, while the Northerly Emphasis Alternative would result in a total of six roadway segments exceeding LOS D. The impacted roadway segments are identified as follows:
|
GENERAL PLAN ALTERNATIVES
ROADWAY DAILY TRAFFIC VOLUMES LEVELS OF SERVICE
FREEWAYS
|
|
ROAD | LOCATION |
NO. OF LANES |
EXISTING |
2020 |
|||||||
|
PREFERRED |
SOUTH |
NORTH |
||||||||||
|
EXISTING |
2020 |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
|||
|
1. |
State Route 49/20 | S of N. Auburn St |
4 |
4 |
29,000 |
A |
59,500 |
B |
60,500 |
B |
57,400 |
A |
|
2. |
State Route 49/20 | S of Bennett St |
4 |
4 |
36,000 |
A |
52,500 |
A |
51,900 |
A |
49,900 |
A |
|
3. |
State Route 49/20 | S of Idaho-Maryland |
4 |
4 |
37,000 |
A |
64,900 |
B |
63,600 |
B |
63,700 |
B |
|
73. |
State Route 49/20 | S of Dorsey |
4 |
4 |
30,500 |
A |
56,600 |
A |
NA |
|||
|
4. |
State Route 49/20 | S of Brunswick Rd |
4 |
4 |
30,500 |
A |
41,100 |
A |
40,300 |
A |
41,100 |
A |
|
74. |
State Route 49/20 | N of Brunswick Rd |
4 |
4 |
30,000 |
A |
40,000 |
A |
NA |
|||
|
75. |
State Route 49 | S of Crestview/Smith Ext |
4 |
4 |
21,700 |
A |
35,800 |
A |
NA |
|||
|
5. |
State Route 49 | N of Crestview/Smith Ext |
4 |
4 |
21,700 |
A |
32,700 |
A |
NA |
|||
|
6. |
State Route 49 | S of SR 20 |
4 |
4 |
32,500 |
A |
41,650 |
A |
43,300 |
A |
40,500 |
A |
|
7. |
State Route 20 | W of Mill St |
4 |
4 |
14,200 |
A |
25,200 |
A |
26,100 |
A |
24,500 |
A |
|
8. |
State Route 20 | W of SR 49 |
4 |
4 |
15,000 |
A |
27,500 |
A |
28,900 |
A |
27,400 |
A |
|
76. |
State Route 20 | W of Brighton |
4 |
4 |
14,200 |
A |
25,200 |
A |
NA |
|||
ADT = Average Daily Traffic
LOS = Level of Service
NA = Not Available
TABLE 4-3 CONT'D
GENERAL PLAN ALTERNATIVES
ROADWAY DAILY TRAFFIC VOLUMES LEVELS OF SERVICE
ARTERIALS
|
|
ROAD | LOCATION |
NO. OF LANES |
EXISTING |
2020 |
|||||||
|
PREFERRED |
SOUTH |
NORTH |
||||||||||
|
EXISTING |
2020 |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
|||
|
9. |
State Route 174 | E of SR 20 |
2 |
2 |
6,200 |
A |
12,000 |
C |
13,000 |
C |
12,100 |
B |
|
10. |
State Route 174 | E of Central St |
2 |
2 |
4,500 |
A |
7,350 |
A |
8,700 |
A |
7,000 |
A |
|
11. |
State Route 174 | E of Ophir St |
2 |
2 |
5,100 |
A |
5,150 |
A |
6,450 |
A |
5,600 |
A |
|
12. |
State Route 174 | S of Race St |
2 |
2 |
5,400 |
A |
7,250 |
A |
7,800 |
A |
8,600 |
A |
|
13. |
State Route 174 | E of Empire Mine |
2 |
2 |
5,600 |
A |
9,000 |
A |
10,900 |
C |
10,500 |
B |
|
79. |
South Auburn St | S of Main |
2 |
2 |
NA |
NA |
5,700 |
A |
NA |
|||
|
14. |
South Auburn St | S of Mohawk St |
2 |
2 |
7,802 |
A |
7,800 |
A |
9,450 |
B |
7,550 |
A |
|
15. |
South Auburn St | N of School Alley |
2 |
2 |
6,852 |
A |
6,950 |
A |
9,300 |
A |
6,950 |
A |
|
16. |
South Auburn St | N of Whiting St |
2 |
2 |
7,139 |
A |
10,400 |
B |
11,900 |
C |
9,400 |
B |
|
17. |
South Auburn St | NW of E. McKnight Way |
2 |
4 |
8,228 |
A |
14,300 |
A |
18,500 |
A |
12,400 |
A |
|
90. |
Bennett Road | E of SR 49/20 |
2 |
2 |
NA |
NA |
5,700 |
A |
NA |
|||
|
94. |
Brighton Extension | S of McCourtney |
2 |
2 |
NA |
NA |
4,600 |
A |
NA |
|||
|
95. |
Brighton Extension | W of Allison Ranch Rd |
2 |
2 |
NA |
NA |
5,600 |
A |
NA |
|||
ADT = Average Daily Traffic
LOS = Level of Service
NA = Not Available
TABLE 4-3 CONT'D
GENERAL PLAN ALTERNATIVES
ROADWAY DAILY TRAFFIC VOLUMES LEVELS OF SERVICE
ARTERIALS
|
|
ROAD | LOCATION |
NO. OF LANES |
EXISTING |
2020 |
|||||||
|
PREFERRED |
SOUTH |
NORTH |
||||||||||
|
EXISTING |
2020 |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
|||
|
18. |
Brunswick Road | On Overcrossing 49/20 |
4 |
4 |
26,172 |
D |
17,100 |
A |
16,100 |
A |
17,800 |
A |
|
72. |
Brunswick Road | N of Dorsey Drive |
2 |
4 |
12,235 |
C |
14,600 |
A |
NA |
|||
|
19. |
Brunswick Road | S of Ranchview Ct |
2 |
4 |
12,235 |
C |
14,600 |
A |
13,200 |
A |
15,900 |
A |
|
20. |
Brunswick Road | N of Whispering Pines |
2 |
4 |
14,504 |
E |
12,600 |
A |
14,504 |
A |
12,100 |
A |
|
21. |
Brunswick Road | NW of Loma Rica Dr |
2 |
4 |
14,056 |
E |
18,600 |
A |
17,800 |
A |
20,100 |
B |
|
22. |
Brunswick Road | NW of E. Bennett |
2 |
2 |
10,686 |
B |
11,200 |
C |
10,200 |
B |
11,800 |
C |
|
69. |
Centennial Drive | S of Idaho Maryland |
2 |
2 |
NA |
NA |
9,600 |
B |
NA |
|||
|
62. |
Crestview/Smith Ext | E of Allison Ranch Rd |
2 |
2 |
NA |
NA |
6,050 |
A |
NA |
|||
|
102. |
Crestview/Smith Ext | E of Taylorville |
2 |
2 |
NA |
NA |
3,100 |
A |
NA |
|||
|
40. |
Dorsey Drive | SE of Segsworth Way |
2 |
4 |
5,541 |
A |
15,400 |
A |
14,400 |
A |
15,700 |
A |
|
67. |
Dorsey Drive | W of Sutton Way |
2 |
2 |
NA |
NA |
13,500 |
D |
13,900 |
D |
14,800 |
E |
|
85. |
Dorsey Drive | E of Sutton |
2 |
2 |
NA |
NA |
12,800 |
D |
NA |
|||
|
86. |
Dorsey/Whispering Pines Loop | N of Idaho Maryland |
2 |
2 |
NA |
NA |
12,800 |
D |
NA |
|||
|
87. |
Dorsey/Whispering Pines Loop | S of Idaho Maryland |
2 |
2 |
NA |
NA |
8,250 |
A |
NA |
|||
ADT = Average Daily Traffic
LOS = Level of Service
NA = Not Available
TABLE 4-3 CONT'D
GENERAL PLAN ALTERNATIVES
ROADWAY DAILY TRAFFIC VOLUMES LEVELS OF SERVICE
ARTERIALS
|
|
ROAD | LOCATION |
NO. OF LANES |
EXISTING |
2020 |
|||||||
|
PREFERRED |
SOUTH |
NORTH |
||||||||||
|
EXISTING |
2020 |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
|||
|
23. |
Empire Street | E of Le Duc St |
2 |
2 |
4,923 |
A |
4,900 |
A |
5,100 |
A |
3,700 |
A |
|
64. |
Idaho Maryland Rd | E of Railroad |
2 |
4 |
12,111 |
C |
24,700 |
C |
24,000 |
C |
24,200 |
C |
|
24. |
La Barr Meadows | SE of E. McKnight Way |
2 |
2 |
10,028 |
B |
10,100 |
B |
NA |
|||
|
80. |
La Barr Meadows | N of Crestview/Smith Ext |
2 |
2 |
NA |
NA |
7,950 |
A |
NA |
|||
|
82. |
La Barr Meadows | S of Crestview/Smith Ext |
2 |
2 |
NA |
NA |
11,200 |
C |
NA |
|||
|
74. |
Main Street | S of Squirrel Creek |
2 |
2 |
5,763 |
A |
10,200 |
B |
11,400 |
C |
12,000 |
C |
|
63. |
Main Street | W of Auburn |
2 |
2 |
NA |
NA |
9,450 |
B |
9,750 |
B |
9,550 |
B |
|
71. |
Main Street | E of Bennett St |
2 |
2 |
12,172 |
C |
16,500 |
F |
16,700 |
F |
17,600 |
F |
|
70. |
Main Street | N of Idaho Maryland |
2 |
4 |
NA |
NA |
21,900 |
C |
21,300 |
B |
22,400 |
C |
|
73. |
McCourtney Road | W of 20 Ramps |
2 |
2 |
NA |
NA |
9,900 |
B |
14,800 |
F |
10,600 |
B |
|
50. |
W. McKnight Way | SW of Taylorville Rd |
2 |
4 |
8,882 |
A |
16,800 |
A |
23,400 |
C |
18,300 |
A |
|
25. |
Mill Street | S of Neal St |
2 |
2 |
5,786 |
A |
12,100 |
C |
13,300 |
D |
12,600 |
D |
|
26. |
Mill Street | NE of Rhode Island St |
2 |
2 |
5,750 |
A |
8,600 |
A |
9,500 |
B |
8,500 |
A |
|
92. |
Mill Street | N of McCourtney |
2 |
2 |
NA |
NA |
12,100 |
C |
NA |
|||
ADT = Average Daily Traffic
LOS = Level of Service
NA = Not Available
TABLE 4-3 CONT'D
GENERAL PLAN ALTERNATIVES
ROADWAY DAILY TRAFFIC VOLUMES LEVELS OF SERVICE
ARTERIALS
|
|
ROAD | LOCATION |
NO. OF LANES |
EXISTING |
2020 |
|||||||
|
PREFERRED |
SOUTH |
NORTH |
||||||||||
|
EXISTING |
2020 |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
ADT |
LOS |
|||
|
27. |
Neal Street | E of Church St |
2 |
2 |
5,239 |
A |
3,750 |
|||||