complete drainage report rev 9

Date: Project: Project No: 40 Miller Drive; Boonton, NJ 07005 (973) 975-0703 10/25/2024 WEH - Calculated By: ASM Checked By: PWA Conduit Outlet Protection Calculations Rip Rap Pad # B-7 Design Parameters: Design Storm Flow for 25 Year, Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vertical Dimension of Outlet Pipe, D o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Horizontal Dimension of Outlet Pipe, W o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tailwater Depth, TW 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.02 cfs 24 in 24 in 0.40 ft Apron Dimension Calculations: Unit Dicharge, q = Q/D o = 5.51 cfs per foot  Case I: TW < 1/2 D o Apron Length, L a = 1.8q D o 1/2 6. ft Width, W 1 = 3W o = Width, W 2 = 3W o + L a + = 7D o = 27.01 ft 21.01 ft or La = 22 ft or or W1 = W2 = 6 ft 28 ft  Case II: TW ≥ 1/2 D o Apron Length, L a = 3q D o 1/2 Width, W 1 = 3W o = Width, W 2 = 3W o + 0.4L a = = La = W1 = W2 = Rip Rap Stone Size Calculations: 1.33 Median Stone, d 50 = 0.02q d 50 = 5.81 in = 6 in TW Notes: 1. Where there is a well-defined channel downstream of the apron, the bottom width of the apron shall be at least equal to the bottom width of the channel and the structural lining shall extend at least one foot above the tailwater elevation, but no lower than two-thirds of the vertical conduit dimension above the conduit invert. 2. The side slopes shall be 2:1 or flatter. 3. The bottom grade shall be 0.0% (level). 4. There shall be no overfall at the end of the apron or at the end of the culvert. 5. Fifty (50) percent by weight of the rip-rap mixture shall be smaller than the median size stone designated as d 50. The largest stone size in the mixture shall be 1.5 times the d50 size. The rip-rap shall be reasonably well graded. 6. The thickness of the rip-rap apron may be two (2) times the median stone diameter provided that the apron is constructed on a bedding of four (4) inches of 3/4 inch clean stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local

s of 3/4 inch clean stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local municipality. 8. No bends or curves at the intersection of the conduit and apron will be permitted. Footnote: 1. Tailwater depth shall be the 2-year storm if discharging into a detention basin. For areas where tailwater cannot be computed, use TW = 0.2D o . 2. For multiple pipes, increase rip-rap sizes by 25% when pipe spacing is greater than or equal to 1/4W o .

Date: Project: Project No: 40 Miller Drive; Boonton, NJ 07005 (973) 975-0703 10/25/2024 WEH - Calculated By: ASM Checked By: PWA Conduit Outlet Protection Calculations Rip Rap Pad # B-10.1 Design Parameters: Design Storm Flow for 25 Year, Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vertical Dimension of Outlet Pipe, D o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Horizontal Dimension of Outlet Pipe, W o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tailwater Depth, TW 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.58 cfs 15 in 15 in 0.25 ft Apron Dimension Calculations: Unit Dicharge, q = Q/D o = 2.06 cfs per foot  Case I: TW < 1/2 D o 1.8q + D o 1/2 Width, W 1 = 3W o = 3.75 ft Width, W 2 = 3W o + L a = Apron Length, L a = 7D o = 15.82 ft 12.07 ft or La = 13 ft or or W1 = W2 = 4 ft 16 ft  Case II: TW ≥ 1/2 D o Apron Length, L a = 3q D o 1/2 Width, W 1 = 3W o = Width, W 2 = 3W o + 0.4L a = = La = W1 = W2 = Rip Rap Stone Size Calculations: 1.33 2.52 in Median Stone, d 50 = 0.02q d 50 = = 6 in TW Notes: 1. Where there is a well-defined channel downstream of the apron, the bottom width of the apron shall be at least equal to the bottom width of the channel and the structural lining shall extend at least one foot above the tailwater elevation, but no lower than two-thirds of the vertical conduit dimension above the conduit invert. 2. The side slopes shall be 2:1 or flatter. 3. The bottom grade shall be 0.0% (level). 4. There shall be no overfall at the end of the apron or at the end of the culvert. 5. Fifty (50) percent by weight of the rip-rap mixture shall be smaller than the median size stone designated as d 50. The largest stone size in the mixture shall be 1.5 times the d50 size. The rip-rap shall be reasonably well graded. 6. The thickness of the rip-rap apron may be two (2) times the median stone diameter provided that the apron is constructed on a bedding of four (4) inches of 3/4 inch clean stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local municipality. 8.

an stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local municipality. 8. No bends or curves at the intersection of the conduit and apron will be permitted. Footnote: 1. Tailwater depth shall be the 2-year storm if discharging into a detention basin. For areas where tailwater cannot be computed, use TW = 0.2D o . 2. For multiple pipes, increase rip-rap sizes by 25% when pipe spacing is greater than or equal to 1/4W o .

Date: Project: Project No: 40 Miller Drive; Boonton, NJ 07005 (973) 975-0703 10/25/2024 WEH - Calculated By: ASM Checked By: PWA Conduit Outlet Protection Calculations Rip Rap Pad # B-10.2 Design Parameters: Design Storm Flow for 25 Year, Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vertical Dimension of Outlet Pipe, D o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Horizontal Dimension of Outlet Pipe, W o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tailwater Depth, TW 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.36 cfs 15 in 15 in 0.25 ft Apron Dimension Calculations: Unit Dicharge, q = Q/D o = 1.09 cfs per foot  Case I: TW < 1/2 D o 1.8q + D o 1/2 Width, W 1 = 3W o = 3.75 ft Width, W 2 = 3W o + L a = Apron Length, L a = 7D o = 14.25 ft 10.5 ft or La = 11 ft or or W1 = W2 = 4 ft 15 ft  Case II: TW ≥ 1/2 D o Apron Length, L a = 3q D o 1/2 Width, W 1 = 3W o = Width, W 2 = 3W o + 0.4L a = = La = W1 = W2 = Rip Rap Stone Size Calculations: 1.33 1.07 in Median Stone, d 50 = 0.02q d 50 = = 6 in TW Notes: 1. Where there is a well-defined channel downstream of the apron, the bottom width of the apron shall be at least equal to the bottom width of the channel and the structural lining shall extend at least one foot above the tailwater elevation, but no lower than two-thirds of the vertical conduit dimension above the conduit invert. 2. The side slopes shall be 2:1 or flatter. 3. The bottom grade shall be 0.0% (level). 4. There shall be no overfall at the end of the apron or at the end of the culvert. 5. Fifty (50) percent by weight of the rip-rap mixture shall be smaller than the median size stone designated as d 50. The largest stone size in the mixture shall be 1.5 times the d50 size. The rip-rap shall be reasonably well graded. 6. The thickness of the rip-rap apron may be two (2) times the median stone diameter provided that the apron is constructed on a bedding of four (4) inches of 3/4 inch clean stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local municipality. 8.

an stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local municipality. 8. No bends or curves at the intersection of the conduit and apron will be permitted. Footnote: 1. Tailwater depth shall be the 2-year storm if discharging into a detention basin. For areas where tailwater cannot be computed, use TW = 0.2D o . 2. For multiple pipes, increase rip-rap sizes by 25% when pipe spacing is greater than or equal to 1/4W o .

Scour Hole Design Project: Job #: Location: Design Storm: Computed By: Checked By: Date: WEH West Orange, NJ 25-YR ASM PWA 10/25/2024 Discharge not in Basin, Therefore Tailwater is less than 0.5 x Do Discharge Point Q (25-yr storm cfs) Inside Height of Outlet Culvert, Do (in) Inside Height of Outlet Culvert, Do (ft) Tailwater (ft), Tw Length of Apron, L (ft) Width of Culvert, Wo(in) Width of Culvert, Wo(ft) Width of Apron, W(ft) Where Y = 1/2 Do, Y(ft) Median Stone Diameter, D50 (ft) Where Y = Do, Y(ft) Median Stone Diameter, D50 (ft) PP-9 0.61 12 1.0 0.20 3.00 12 1.0 2.00 0.500 0.03 1.000 0.02 Note: Use D50 of 6 inches minimum Equations used: L=3*Do W=2*Wo Tw=0.2*Do (If Tw cannot be computed) Where Y=1/2 Do D50=(0.0125/Tw)*(q^1.33) Where Y=Do D50=(0.0082/Tw)*(q^1.33) Notes: 1. The use of scour holes shall comply with county or local ordinances which would restrict the use of such devices due to the possible problems with mosquito breeding. 2. No bends or curves at the intersection of the conduit and apron or scour hole will be permitted. 3. There shall be no over fall from the end of the apron to the receiving material. 4. The thickness of the riprap lining, filter, and quality shall meet the requirements in the Riprap Standard Section of the Standards for Soil Erosion Control in New Jersey.

Date: Project: Project No: 40 Miller Drive; Boonton, NJ 07005 (973) 975-0703 10/25/2024 WEH - Calculated By: ASM Checked By: PWA Conduit Outlet Protection Calculations Rip Rap Pad # PP-11 Design Parameters: Design Storm Flow for 25 Year, Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vertical Dimension of Outlet Pipe, D o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Horizontal Dimension of Outlet Pipe, W o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tailwater Depth, TW 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.29 cfs 15 in 15 in 0.25 ft Apron Dimension Calculations: Unit Dicharge, q = Q/D o = 2.63 cfs per foot  Case I: TW < 1/2 D o 1.8q + D o 1/2 Width, W 1 = 3W o = 3.75 ft Width, W 2 = 3W o + L a = Apron Length, L a = 7D o = 16.74 ft 12.99 ft or La = 13 ft or or W1 = W2 = 4 ft 17 ft  Case II: TW ≥ 1/2 D o Apron Length, L a = 3q D o 1/2 Width, W 1 = 3W o = Width, W 2 = 3W o + 0.4L a = = La = W1 = W2 = Rip Rap Stone Size Calculations: 1.33 Median Stone, d 50 = 0.02q d 50 = 3.48 in = 6 in TW Notes: 1. Where there is a well-defined channel downstream of the apron, the bottom width of the apron shall be at least equal to the bottom width of the channel and the structural lining shall extend at least one foot above the tailwater elevation, but no lower than two-thirds of the vertical conduit dimension above the conduit invert. 2. The side slopes shall be 2:1 or flatter. 3. The bottom grade shall be 0.0% (level). 4. There shall be no overfall at the end of the apron or at the end of the culvert. 5. Fifty (50) percent by weight of the rip-rap mixture shall be smaller than the median size stone designated as d 50. The largest stone size in the mixture shall be 1.5 times the d50 size. The rip-rap shall be reasonably well graded. 6. The thickness of the rip-rap apron may be two (2) times the median stone diameter provided that the apron is constructed on a bedding of four (4) inches of 3/4 inch clean stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local municipality. 8.

an stone on approved filter fabric material. 7. Rip-rap and filter fabric shall meet the standards of the governing Soil Conservation District as well as the requirements of the local municipality. 8. No bends or curves at the intersection of the conduit and apron will be permitted. Footnote: 1. Tailwater depth shall be the 2-year storm if discharging into a detention basin. For areas where tailwater cannot be computed, use TW = 0.2D o . 2. For multiple pipes, increase rip-rap sizes by 25% when pipe spacing is greater than or equal to 1/4W o .

West Essex Highlands West Orange Twp, NJ 8/26/24 Sizing Basis: Filterra High Capacity biofiltration system has received final certification from the NJDEP for 80% TSS removal. Per the NJDEP, Filterra HC is considered a Green Infrastructure (GI) MTD. The sizing for the Filterra HC system under NJDEP regulations is based on the methodology outlined in Chapter 5 of the NJDEP BMP Manual. The NRCS method is utilized to determine a water quality flow rate for the drainage area in question. To validate the sizing, the parameters below were assumed. Design Parameters: Design Storm = Filterra HC Media Flow Rate = Allowable Ponding in Filterra = NJDEP Water Quality Design Storm (1.25-inch/2-hour storm event) 300 inches/hour 9” Design Summary: Utilizing NRCS Method and HydroCAD software, a hydrograph can be derived to represent the design storm. The WQ flow is routed to an appropriately sized Filterra unit. Since the Filterra system can provide up to 9” of ponding, some flow attenuation is possible. The Filterra system is able to accommodate a portion of the water quality volume in the head space above the media and release it at the system’s NJDEP certified maximum treatment flow rate. Site Designation Impervious Drainage Area (sf) Pervious Drainage Area (sf) Tc (min) POA-3-FT-1 963 3,241 5.40 4'x4' Standard Offline Filterra HC POA-3-FT-2 1,325 1,537 5.40 4'x4' Standard Offline Filterra HC MTD-3 2,008 1,368 0.70 6'x4' Standard Offline Filterra HC MTD-4 7,201 9,187 1.50 12'x6' Standard Offline Filterra HC MTD-9 2,050 270 1.50 6'x4' Standard Offline Filterra HC MTD-10 3,893 5,247 1.50 8'x6' Standard Offline Filterra HC MTD-11 6,684 8,130 1.80 12'x6' Standard Offline Filterra HC MTD-12 2,694 1.80 6'x4' Standard Offline Filterra HC MTD-13 5,554 1.20 10'x6' Standard Offline Filterra HC MTD-14 2,943 1.10 7.83'x4.5' Standard Offline Filterra HC MTD-15 869 368 0.40 4'x4' Standard Offline Filterra HC MTD-16 957 216 0.60 4'x4' Standard Offline Filterra HC MTD-17 4,626 1,159 1.60 8'x6' Standard Offline Filterra HC MTD-18 4,582 1,677 1.50 8'x6' Standard Offline Filterra HC MTD-21 2,050 270 1.30 6'x4' Standard Offline Filterra HC MTD-22 3,893 5,247 1.30 8'x6' Standard Offline Filterra HC 3,290 Filterra HC Model Size Thank you for the opportunity to present this to you and your client. Please do