Project Identifier definition

Project Identifier. “Sample” Project Project Size: 40 Acres Number of Runoff Discharge Points: 1 Watershed (ultimate discharge): Lowes Creek Watershed Area (including off-site runoff traveling through project area): 67 acres (26 acres off-site) Watershed Areas (in acres) (see attached map) 41 acres 41 acres 26 26 Average Watershed Slopes (%) 2-8% 2-8% 3-6% 3-6% Land Uses (% of each) (see attached map) 75 ac. cropland 15 ac. brush 10 ac. woodland 110 ac1/2 ac. lots 5 ac. brush 5 ac. woodland 50% cropland 50% 1 acre lots 50% cropland 50% 1 acre lots Runoff Curve Numbers 68 x 75 ac. = 5100 30 x 25 ac. = 750 ▇▇▇ 5850/100 ac. RCN = 59 70 x 110 ac. = 7700 10 x 10 ac. = 100 ▇▇▇ 7800/120 ac. RCN = 65 RCN = 68 (state standard) RCN = 70 Conveyance Systems Types Grass Waterway 50% grass swale 50% storm sewer 100% bare channel 100% grass swale Summary of Average Conveyance System Data 8’ bottom/4:1 ss 2’ dpety/3% grade 2’ depth ▇▇▇▇▇/3% 40” r/c sewer/2% (see calcs.) 15’ (w) top 1’ (d) parabolic 2% grade 2’ deep standard road ditch 2% grade Time of Concentration (TC) (see attached map & worksheets) 1.1 hrs. .97 hrs. .74 hrs. .65 hrs. 25% of 2-yr. 24-hr. post-dev runoff volume N/A 2.29 ac. ft. N/A .19 ac. ft 1-year/24 hour Runoff Volume N/A (.2” x 60 ac.) 1.0 ac. ft. N/A (.34 x 10 ac.) .28 ac. ft. 2-yr./24 hour Peak Flow (see attached hydrographs) 11.2 cfs 14.3 cfs 5.1 cfs 3.2 cfs 10-yr./24 hour Peak Flow 21 cfs 32 cfs 18.4 cfs 18.4 cfs 25-yr./24 hour Peak Flow 38 cfs 73 cfs 29 cfs 11.3 cfs 100-yr./24 hour Peak Flow 78 cfs 91 cfs 53 cfs 21 cfs Practice Design Summary. The following table summarizes the data used to design wet detention basin #1. Contributing drainage area to basin (subwatershed A & B) 70 acres Distance to nearest private well (including off-site ▇▇▇▇▇) > 100 feet Distance to municipal well (including off-site ▇▇▇▇▇) > 1200 feet Well head protection area involved? No Ground slope at site of proposed basin Average 3% Any buried or overhead utilities in the area? No Proposed outfall conveyance system/discharge (w/distances) 35 ft. to CTH “U: Road ditch 1000 ft. to wetland Any downstream roads or other structures? (describe) Yes 36” cmp road culvert Floodplain, shoreland or wetlands? No Number of soil investigations completed 3 (in basin area) Do elevations of test holes extend 3 ft. below proposed bottom? Yes (see map) Average soil texture at pond bottom elevation (USDA) Clay loam Distance from pond bottom to bedrock > 5 feet Distance from pond bottom to seasonal water table ...

Project Identifier. Acres: Date of Recording: Map Produced By: Legal Description: The storm water management practices covered by this Agreement are depicted in the reduced copy of a portion of the construction plans, as shown below. The practices include . All of the noted storm water management practices are located within a drainage easement located . Drainage Easement Restrictions: Shaded area on map indicates a drainage easement (as described below) for storm water collection, conveyance and treatment. No buildings or other structures are allowed in these areas. No grading or filling is allowed that may interrupt storm water flows in any way. See Exhibit C for specific maintenance requirements for storm water management practices within this area. See subdivision plat for details on location. Subdivision/CSM/Site Name: Storm Water Practices: Location of Practices: Titleholders of : Description of Easement: This exhibit explains the basic function of each of the storm water practices listed in Exhibit B and prescribes the minimum maintenance requirements to remain compliant with this Agreement. The maintenance activities listed below are aimed to ensure these practices continue serving their intended functions in perpetuity. The list of activities is not all inclusive, but rather indicates the minimum type of maintenance that can be expected for this particular site. Access to the storm water practices for maintenance vehicles is shown in Exhibit B. Any failure of a storm water practice that is caused by a lack of maintenance will subject the Titleholder(s) to enforcement of the provisions listed on page 1 of this Agreement by the Village of Mount Pleasant.

Project Identifier. Highland Preserve Subdivision Figure 2 Figure 3

Project Identifier. Organization: Project Title: INDONESIA-26-15 Center for Islamic Economics and Business Universitas Indonesia Building economic arguments for tobacco tax reform in Indonesia 1 December 2020 to 30 November 2021 - 12 months

Project Identifier means the identification designation assigned by Transmission Provider to a completed New Service Request that includes a reference to the Cycle in which the New Services Request was deemed complete. Definition for “Project Identifier” added to the Tariff. It is a capitalized term but not defined. This change is consistent with the description of Project Identifier contained in Tariff, Part VII, section 315(A) and Tariff, Part VIII, section 412(A).

Project Identifier. Highland Preserve Subdivision Storm water Practice: Wet Detention Basin #1 Location of Practice: All of Outlot 1 of Highland Preserve Subdivision: Owners of Outlot 1: Each owner of Lots 1-22 shall have equal (1/22) undividable interest in Outlot 1. DATE: _______________, 202___ TO: Engineering Division City of Brookfield FROM: ____________________________________________________ RE: Engineering/Construction Verification for the following project: Project Name: ________________________________________ Section _________________, City of Brookfield Stormwater Management Practices: ______________________________________________ ____________________________________________________________________________ For the above-referenced project and stormwater management practices, this correspondence shall serve as verification that: 1) all site inspections have been successfully completed; and 2) the stormwater management practice design data presented in Exhibit D, and the “as-built” construction documentation presented in Exhibit E comply with all applicable state and local technical standards, in accordance with the City of Brookfield Stormwater Management and Erosion Control Ordinances. Any variations from the originally approved construction plans are noted in Exhibit E. These variations are considered to be within the tolerances of standard construction techniques and do not affect the original design as presented in Exhibit D in any way.

Project Identifier means, when an Application from a Project Developer or an Eligible Customer results in a valid New Service Request, in accordance with Tariff, Part VII, Subpart C, section 306 [or Part VIII, Subpart B, section 403], the assigned Project Identifier to such request as confirmed by Transmission Provider. For Project Developers and Eligible Customers, the Project Identifier will indicate the applicable Cycle, and will denote a number that represents the project within the Cycle. The Project Identifier is strictly for identification purposes, and does not indicate priority within a Cycle.

Project Identifier. Lakeland ▇▇▇▇▇ Condominium Acres:5 7 . 7 Map Produced by: ▇▇▇▇▇▇▇▇▇▇ Engineering Legal Description: Part of the Northeast 1/4 of Section 22, Town 1 North, Range 4 East, Village of Pinckney, Livingston County, Michigan, being more particularly described as follows: Commencing at the East 1/4 Corner of said Section 22; thence along the East line of said Section 22, N 04°09’02” W, 157.38 feet, to a point on the North line of the MDNR Right-of-Way (100 feet wide and Former Grand Trunk Railroad), said point also being the POINT OF BEGINNING of the parcel to be described; thence continuing along said North line of the MDRN Right-of-Way, S 89°47’10” W, 2199.10 feet; thence N 04°06’54” W, 1139.64 feet, to a point on the North line of the South half of the Northeast 1/4 of Section 22; thence N 89°28’06” E, 2197.59 feet, along the North line of the South half of the Northeast 1/4 of Section 22 to a point on the East line of said Section 22; thence along the East line of Section 22 S 04°09’02” E, 1151.91 feet to the Point of Beginning. Containing 57.7 acres, more or less and subject to any easements and restrictions of record. (Taxation Parcel Nos. 4714-22-200-004 and 4714-22-200-005). Stormwater Management Practices Covered by this Agreement The stormwater management practices covered by this agreement are depicted in the reduced copy of a portion of the site plans, as shown below. The practices include All of the noted stormwater management practices are located within a drainage easement as shown in Exhibit B-1. Project Identifier: Lakeland ▇▇▇▇▇ Condominium Stormwater Practices: Location of practices: Bounded and Described as follows: See Exhibit B-1 This exhibit explains the basic function of each of the stormwater practices listed in Exhibit B and provides the minimum specific maintenance activities and frequencies for each practice. The maintenance activities listed below are aimed to ensure these practices continue serving their intended functions in perpetuity. The list of activities is not all inclusive, but rather indicates the minimum maintenance that is expected to be performed for these practices. Vehicle access to the stormwater practices is shown in Exhibit B. Any failure of a stormwater practice that is caused by lack of maintenance will subject the Lakeland ▇▇▇▇▇ Co-Owner Association to enforcement of the provisions listed in the Agreement by the Village.

Project Identifier means a description of a housing development project sufficient to identify such project.