§ 18.101.1. Middle Patuxent drainage area subdistrict.

(a)

Established, Purpose; Code Provisions Applicable. For the purpose of creating a subdistrict within the metropolitan district to provide for construction of the Middle Patuxent interceptor project, there is established the Middle Patuxent drainage area subdistrict (hereinafter referred to in this section as the "subdistrict"). All parcels of land and properties within the subdistrict as defined in this section shall be subject to the provisions of this section, title 20 of the Howard County Code and other law, including, but not limited to, those provisions concerning taxes, fees, assessments and other charges.

(b)

Definition and Geographical Area:

(1)

The subdistrict shall consist of those parcels of land and properties which have been incorporated, or shall be incorporated, in the metropolitan district pursuant to section 18.101 or 18.101A of the Howard County Code; provided that only the whole and/or parts of such parcels of land and properties which lie in the area which is bounded by the natural ridgelines of the sewer shed of the Middle Patuxent River, from its point of confluence with the Little Patuxent River on the east to Maryland Route 108 on the west, shall be in the subdistrict. Provided, further, that those subparcels served by contracts 2818 D = W + S, 2826 D = W + S and 2833 D = W + S shall not be part of the subdistrict. Provided, further, that those parcels of land and properties which have been or will be receiving sewer service from the Hobbitts Glen pump station which have been recorded as of August 1, 1979, shall not be part of the subdistrict.

(2)

By way of partial description, but not by way of limitation, the subdistrict shall include the following described properties:

Tax Map No.	Parcel No.	Liber/Folio
29	116	400/709
	88	400/709
	88	400/709
	88	400/709
	88	400/709
	110	442/398
	126	417/543
	23	513/736
	60	417/517
	57	401/124
	58	201/218
	71	326/410
	109	761/356
35	70	401/124
	77	402/747
	241	402/516
	251	411/276
	112	406/568
	250	417/546
	337	785/211
	29	401/124
	28	463/196
	27	400/143
	240	400/727
	59	406/114
	22	410/348
	23	430/622
	3	403/752
	239	400/709
	281	463/196
41	45	413/1
	301	410/665
	5	406/506
	29	413/308
42	P/O 1	599/82 WT1
		WT2
	13	406/506
	54	400/709
	P/O 337	406/565
	P/O 390	569/335
	P/O 206	607/342
	P/O 162	406/319
47	5	627/184
	6	483/81

 

(C.B. 45, 1979; C.B. 112, 1981)