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For Stream Segments and Lakes Within 35 APPENDIX A TOTAL MAXIMUM DAILY LOAD (TMDLs) FOR STREAM SEGMENTS AND LAKES WITHIN SUSSEX COUNTY 36 APPENDIX TMDLS that Address Stream Segments and Lakes within Sussex County Percent reductions required in the 2003 and 2005 Fecal Coliform TMDLs on streams segments within Sussex County. Table 1 Fecal Coliform TMDL Percent Reductions (NJDEP, 2003) Load Allocation (LA) and Margin of Safety (MOS) Water Quality Stations Station Names WMA Summer N mean Summer geometric CFU/100ml con- of the target a percent MOS as centration MOS without Percent reduction MOS with Percent reduction 1 01443370 Dry Brook at Rt. 519 near Branch- 5 652 48% 5% 95% 95%TMDL ville 1 01443440 Paulins Kill at Balesville 8 1537 53% 2% 98% 98% 1 01444970, Pequest River at Rt. 206 Below 9 342 45% 9% 89% 89% 01445000 Springdale, Peqest River at Hunts- ville 1 01443500, Paulins Kill at Blairstown, Jackson- 38 216 29% 9% 78% 78% 01443600 burg Creek near Blairstown 1 01456200 Musconetcong River at Beat- 8 502 45% 6% 93% 93% tystown 2 01367625, Wallkill River at Sparta, Wallkill 21 362 48% 9% 90% 90% 01367700 River at Franklin 2 01367715, Wallkill River at Scott Rd at Frank- 34 596 36% 4% 93% 93% 01367770 lin, Wallkill River near Sussex 2 01367780 Papakating Creek near Wykertown 10 483 46% 6% 92% 92% 2 01367800 Papakating Creek at Pelletown 14 1172 28% 2% 96% 96% 2 01367850 WB Papakating Creek at McCoys 5 5054 60% 1% 99% 99% Corner 2 01367860, Papakating Creek near Sussex, Pa- 13 2425 47% 1% 99% 99% 01367910 pakating Creek at Sussex 2 01368000 Wallkill River near Unionville 8 765 46% 4% 95% 95% 2 01368820 Double Kill at Waywayanda 19 70 46% 44% 47% 47% 37 Load Allocation (LA) and Margin of Safety (MOS) Water Quality Stations Station Names WMA Summer N mean Summer geometric CFU/100ml con- of the target a percent MOS as centration MOS without Percent reduction MOS with Percent reduction 2 01368950 Black Creek near Vernon 8 2137 54% 2% 99% TMDL99% 9 01405340, Manalapan Brook at Federal Rd. 28 403 37% 83% 89% 89% 01405400 near Manalapan, Manalapan Brook near Spotswood 1 01443250 Paulins Kill at Warbasse Junction 10 831 42% 92% 95% 95% Rd near Lafayette 1 01455801 Musconetcong River at Lockwood 46 256 27% 73% 81% 81% e e MOS as a percent of target is equal to: or where “e” is defined as the MOS in Section 7.2 200 CFU /100ml 68 CFU /100ml Percent Reductions and Loadings required by the Total Phosphorus TMDLs for Stream Segments in Sussex County (NJDEP, 2005) Wasteload allocations (WLA) and load allocations (LA) for sources within the drainage area of the impaired segments within Sussex County based on the 2004 and 2005 Total Phosphorus TMDL for the Northwest Water region are presented in Tables 2 – 4. Papakating Creek Watershed: (NJDEP,2004) The determination of required load reduction for the Papakating Creek watershed ex- cluding the Clove Acres Lake watershed was calculated, considering the load reduction that will occur from implementation of the Clove Acres Lake watershed TMDL. 38 Table 2. Load allocation for the portion of Papakating watershed, excluding the Clove Acres Lakeshed Papakating Excluding Clove Acres Lake Estimated kg TP/yr % of LC % reduction Loading capacity (LC) 5274.9 100% n/a Stormwater Point Sources Mixed density residential 7.4 0.1% 31% Medium / high density residential 164.5 3.1% 31% Low density / rural residential 518.3 9.8% 31% commercial 76.1 1.4% 31% industrial 11.1 0.2% 31% Mixed urban / other urban 112.0 2.1% 31% Nonpoint sources agricultural 3365.3 63.8% 31% forest, wetland, water 590.5 11.2% 0% barren land 32.7 0.6% 0% air deposition onto lake surface - 0.0% 0% High Point High School 45.2 0.8% 0% County Concrete Company 1.4 0.03% 0% Margin of Safety 350.5 6.6% Black Creek Near Vernon Site #’s 01368950, 01367620, Wallkill H, Wallkill F, and Wall- kill G (NJDEP, 2005) In the Black Creek watershed, the wasteload allocation for the Lounsberry Hollow Middle School and Legends Golf Discharge were calculated using full permitted flow and the final per- mit limit for phosphorus as it is identified in the existing NJPDES permit for each facility. The NJPDES permit for Lounsberry Hollow Middle School identifies the phosphorus limit to be 0.5 mg/l. The future allocation assigned to Lounsberry Hollow Middle School at the full permitted flow was calculated to be an annual load of 22.09 kg/yr of phosphorus. The permit for Leg- ends Resort and Country Club (NJ0023949) allows for a permitted flow of 0.35 MGD, with a final phosphorus concentration of 0.211 mg/l, effective in June 2008. The future allocation for this facility at the TP permit limit of 0.211 mg/l and the permitted flow of 0.35 MGD is 42.18 kg/yr. No additional phosphorus reductions are directed as a result of WLAs 39 Table 3 TMDL calculations for the Black Creek Watershed (Black Creek at Vernon) Current Load Load Capacity % reduc- tion kg TP/yr (lbs/yr) kg TP/yr (lbs/yr) % of LC Load distribution Load allocation Point Sources other than Stormwater* Lounsberry Hollow MS 4.85 (10.67) 22.09 (48.59) 1.2 0 Legends Golf Discharge 7.71 (16.96) 42.18 (92.79) 2.3 0 Nonpoint and Stormwater Sources medium / high density residential 459.5 (1010) 229.45 (504.79) 12.8 50 low density / rural residential 419.4 (922.7) 209.44 (460.76) 11.7 50 Commercial 199.4 (438.7) 99.58 (219.07) 5.5 50 Industrial 26.80 (58.96) 13.38 (29.43) .7 50 mixed urban / other urban 393.1 (864.9) 196.31 (431.88) 10.9 50 Agricultural 851 (1872) 425.48 (934.89) 23.7 50 forest, wetland, water 472.0 (1038) 472.0 (1038.4) 26.3 0 barren land 22.1 (48.7) 22.1 (48.7) 1.2 0 Margin of Safety n/a 74.5 (163.9) 4.2 n/a Total: 2856 (6283) 1807 (3975) 100 37.2 * Notes: (1) From the NJPDES Permit NJ0023949, Legends Resort and Country Club, the current effluent limit for phosphorus is 1.0 mg/l. After 4/1/2008 the monthly average concentration will be 0.211 mg/l. (2) Discharge from Legends Resort and Country Club (NJ0023949) to the Black Creek is allowed from November through March. New Jersey part of Wawayanda/Pochuck River Watershed Site # 01368900 (NJDEP,2005) In the Wawayanda Creek watershed, the load allocations and associated percent reductions for the New Jersey portion of the watershed are shown in the tables below. For the New York por- tion of the watershed, the load is given as a loading capacity on an annual basis (kg TP/yr). The assignment of load reductions to point and nonpoint sources, as well as any further refinements to the load estimates from New York, will be undertaken by the State of New York in the future. However, regardless of the allocation of load within New York, New York is ultimately respon- sible for assuring that the New Jersey SWQS criteria of 0.1 mg/l of total phosphorus is met at the state boundary. 40 Table 4 TMDL calculations for the New Jersey part of Wawayanda/Pochuck River Water- shed Site # 01368900 Current Load * Loading capacity ** % re- kg TP/yr duction kg TP/yr % of LC Total Loadings 9,757 (21465.4) 47 5,170.3 na (11374.66) Load from New York State 7,873 (17320.6) **** 3,898.6 na (8576.92) Nonpoint and Stormwater Sources from New Jersey part of watershed High density residential *** 148.7 (327.14) 71 43.4 (95.48) 3.4 Low density / rural residen- 371.5 (817.3) 71 108.4 8.5 tial*** (238.48) Commer- 126.1 (277.42) 71 36.8 (80.96) 2.9 cial/industrial/transportation*** Deciduous Forest*** 158 (347.6) 0 158 (347.6) 12.4 Emergent herbaceous wet- 4 (8.8) 0 4 (8.8) 0.3 lands*** Evergreen forest*** 62 (136.4) 0 62 (136.4) 4.9 Mixed forest*** 321 (706.2) 0 321 (706.2) 25.3 Open water*** 50 (110) 0 50 (110) 3.9 Pasture/hey*** 484.1 (1065.02) 71 141.3 11.1 (310.86) Row crops*** 113.3 (249.26) 71 33.1 (72.82) 2.6 mixed urban / other urban*** 14.3 31.46) 71 4.2 (9.24) 0.3 Woody wetlands*** 30 (66) 0 30 (66) 2.4 barren land*** 0.3 (.66) 0 0.3 (.66) 0.0 Margin of Safety*** na na 279 (613.8) 22 TOTAL 1,883 (4142.6) 32.5 1271.7 100 (2797.74) Notes: * Current Loadings were calculated using Unit Aerial Loadings (UAL), see Table 9. ** Percent reductions shown for individual sources are necessary to achieve overall reductions calculated from FIRE method. *** Loadings associated with each land use are for a New Jersey part of the watershed excluding loadings from the New York state part of the watershed). ****Load allocated to NY is the allocable load less the New Jersey reductions based on FIRE and applied to unit area loadings 41 Additional Measures Each impaired watershed was assessed for the applicability of a mandatory low phosphorous fer- tilizer ordinance to aid in the reduction of phosphorus loading from nonpoint sources. In the Black Creek and Wawayanda Creek Watersheds, it was determined that the low phospho- rus fertilizer ordinance was required.
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