RESOLUTION NO. 019-20 1 - Harford County, Maryland

RESOLUTION NO. 019-20


COUNTY COUNCIL 1

OF 2

HARFORD COUNTY, MARYLAND 3

Resolution No. 019-20 4

Legislative Session Day 20-022 5

September 1, 2020 6

Introduced by Council President Vincenti at 7 the request of the County Executive 8

9 10

11

12

A RESOLUTION providing for the adoption of the Master Water and Sewer Plan Fall 13

2020 update, a copy of which is attached hereto, and for submission of the Plan to the Maryland 14

Department of the Environment for its approval and implementation pursuant to Title 9 of the 15

Environment Article of the Maryland Annotated Code. 16

17



1

WHEREAS, the Harford County Code requires that the Water and Sewer Plan be updated 1

every 6 months; and 2

WHEREAS, the Code further provides that the revised Plan be submitted to the County 3

Council for their approval on the first Tuesday of March and September. 4

NOW, THEREFORE, BE IT RESOLVED by the County Council of Harford County, 5

Maryland, that the Master Water and Sewer Plan Fall 2020 update is hereby adopted and shall be 6

submitted to the Maryland Department of the Environment for its approval and implementation 7

pursuant to Title 9 of the Environment Article of the Maryland Annotated Code. 8

AND BE IT FURTHER RESOLVED that the County Council shall take final action on this 9

Resolution within 60 business days of introduction. 10

ATTEST: _________________________________ ____________________________________ Mylia Dixon Patrick S. Vincenti Council Administrator President of the Council ADOPTED:

MASTER WATER & SEWER PLAN

FALL 2020 UPDATE WORKBOOK

Below is a summary of the proposed changes for the Fall 2020 revision of the Water and Sewer Master Plan:

Section 3.13 of Chapter Three entitled “Proposed Developments” was comprehensively reviewed. Any projects that have had their utility installation completed are being removed from the section. Any projects with changes in their Preliminary Plan approvals were revised.

Table 3-1 “Planned Developments” was revised to reflect the completion of water and sewer main construction for several projects in the last six months. Unit totals were updated on projects that were revised through Preliminary Plan approvals. The total number of remaining residential, business and industrially zoned units with approved preliminary plans was also updated.

Table 3-3 was updated to indicate the number of connections to the County water system during the 2019-2020 fiscal year. Water consumption associated with those connections was also updated. The data concerning the projected connections to the County water system through the year 2035 was also updated.

Table 3-8 “Planned Capital Water Projects” was adjusted to update water capital projects as shown. Included are also requested changes by the City of Aberdeen. The table in this workbook only includes the projects to which changes are proposed. A comprehensive table showing all capital water projects in the County and the three municipalities can be found in Chapter Three of the overall Water and Sewer Master Plan document.

The Maryland Department of the Environment has requested Harford County to update the description of the sewage treatment facilities that serve the Broad Creek Memorial Scout Reservation so that their permit could be renewed. The description can be found in Section 4.10 of Chapter Four.

Table 4-2 “Planned Capital Sewerage Projects” was adjusted to revise the timing of

projects within the City of Aberdeen. One completed project from the City is being removed from the table. Similar to Table 3-8, this table includes only those projects to which changes are proposed.

CHAPTER 3

3.13.1 revised: 10/1920

The following project descriptions will be revised or removed from

Section 3.13, Proposed Developments as shown:

Abingdon WoodsAbingdon Business Park

This proposed development is located on the west side of Abingdon Road between

Maryland Route 7 and I-95. The property also has on access point near Maryland Route 24 at Van

Bibber. The project will consolidate multiple existing parcels and create a road and nine

commercial/industrial lots. The 294-acre site is shown on Grids B-5 and C-5 and is Zoned CI.

This property is in the 0-5 year priority category. The projected water demand is 352,800 gallons

per day. Wastewater flow is also estimated at 352,800 gallons per day.

Bel Air Heights

This proposed subdivision is located at the corner of U.S. Route 1 and Irwin Road north

of Bel Air. The 2.57 acre site is shown on Grid B-2 and is zoned R-2. The development proposes

7 single family homes creating a water demand of 2100 gallons per day and a projected wastewater

flow of 1890 gallons per day. This subdivision will be served by the Harford County water and

wastewater systems.

Berkshire ManorGrace Hall

This proposed subdivision is located on the north side of MD Route 7, approximately 1

mile west of Stepney Road. The 101 acre property is shown on Grid D-4 and is zoned R-3. There

are 12996 single family homes and 161237 townhomes planned, creating a water demand of

78,95088,050 gallons per day and a projected wastewater flow of 79,245 gallons per day.

Cosentino Property

This proposed subdivision is located on Trimble Road adjacent to the existing Joppa

Woods subdivision. The site is shown on Grid B-6 and is zoned R-2. There are 5 single family

homes planned, creating a water demand of 1,500 gallons per day.

3.13.2 revised: 10/1920

James Run

This proposed development is located at the northwest corner of the I-95, Route 543

interchange near Belcamp. The 111.1 acre tract is shown on Grid C-4 and is zoned MO (mixed

office). The Harford County Code requires all properties that are designated Mixed Office (MO)

to be served by the public water and sewer systems. Nine developable lots are proposed to be

created. The proposed mixed office center will include residential, service and retail uses. Proposed

commercial uses include a convenience store, restaurants and office space. Proposed residential

uses include a 125 room hotel, 300 mid-rise apartments, a 100 room nursing home/assisted living

facility, and 272 townhomes. Planned water demand for these uses is 245,679 gallons per day.

Projected wastewater flow is 201,010 gallons per day. Planned water demand for this use is 133,320

gallons per day.

Miller Property

This proposed subdivision is located on the west side of Stepney Road, North of MD. Route

7. The 3.3 acre site is shown on Grid D-4 and is zoned R-1. There are three single family lots

proposed, creating a water demand of 900 gallons per day.

Oak Grove/Stancil PropertyRidgely’s Reserve

The Oak Grove/StancilRidgely’s Reserve project is located on the west side of Magnolia

Road approximately one mile south of U.S. Route 40. The 188199.85 acre site is shown on Grid

B-6 and is zoned R-1 residential. There are 246200 single family lots and 188 townhouse lots

proposed. The projected water demand for the development of this property is 73,800107,000

gallons per day. The projected wastewater flow is 96,300 gallons per day.

UNIT CODE WATER SOURCE

EQ-EQUIVALENT UNIT - S.F. UNIT H-HARFORD COUNTY SYSTEM, ZONES 1,2,3 OR 4

MH - MOBILE HOME PARK MA - MARYLAND-AMERICAN SYSTEM

SF - SINGLE FAMILY DWELLING G - GREENRIDGE UTILITIES INC. SYSTEM

TH - TOWNHOUSE C - CAMPUS HILLS WATER COMPANY

AP - APARTMENTS/CONDOS UNIT DEFINITIONS

COMM - COMMERCIAL/BUSINESS W1/S1 - EXISTING WATER AND SEWER SERVICE

IND - INDUSTRIAL W3/S3 - ANTICIPATED SERVICE WITHIN 1 TO 5 YEARS

UNK - UNKNOWN W5/S5 - ANTICIPATED SERVICE WITHIN 6 TO 10 YEARS

SC - SCHOOL

CH – CHURCH

3.15.1 revised: 0410/20

3.14 TABLE 3-1 PLANNED DEVELOPMENTS

DEVELOPMENT

COUNCIL

DISTRICT

SERVICE

ZONE

W1/S1

UNITS

W3/S3

UNITS

W5/S5

UNITS

TOTAL

UNITS

MAP

GRID

UNIT

CODE

ABINGDON WOODS F H1 928 928 B-5,

C-5 IND

AUMAR VILLAGE

RESIDENTIAL B H4 88 88 A-4 SF, TH

BEECHTREE ESTATES E H1 571632 175114 746 D-4 SF, TH

BEL AIR HEIGHTS C H3 7 7 B-2 SF

BEL AIR OVERLOOK C H3 229 229 229 B-3 TH,AP,

COMM

BENSON’S CORNER B H4 56 23 79 A-4 AP,

COMM

BERKSHIRE MANOR

GRACE HALL F H1

290

333

290

333 D-4 SF, TH

BOX HILL SOUTH B H2 1,062 33 1095 B-5

SF, TH,

SC,

COM,AP

CONSTANT FRIENDSHIP

BUSINESS B H1 619 33 652 B-5 COMM

COSENTINO PROPERTY A H1 4 4 B-6 SF

CROSSROADS AT HICKORY D H3 24 184 208 B-2 COMM

ENCLAVE AT BOX HILL B H2 389 0 389 B-5 AP

EVA MAR E H3 104

562

666 B-2

SF, TH,

AP,

COMM

EVERGREEN FARMS B H3 198 151 349 B-4 COMM

FLYING POINT MARINA A H1 200 200 C-6 AP

FOSTERS RUN A H1 233 233 B-6 SF

GARDEN GLEN B H2 30 30 B-5 TH

GLENANGUS C H3 229 15 244 B-3 SF,TH

HAMILTON RESERVE II B H4 25 0 25 A-4 SF

HOLLY WOODS F H1 823 196 1019 D-4 TH,AP

HOMES AT FOUNTAIN GREEN C H4 72 72 0 72 B-2 AP

JAMES RUN F H2 756 756 C-4 TH,AP

COMM

TABLE 3-1 PLANNED DEVELOPMENTS










SC - SCHOOL

CH – CHURCH

3.15.2 revised:0410/20

DEVELOPMENT

COUNCIL

DISTRICT

SERVICE

ZONE

W1/S1

UNITS

W3/S3

UNITS

W5/S5

UNITS

TOTAL

UNITS

MAP

GRID

UNIT

CODE

JOPPA CROSSING A H1 171 53 224 A-6 TH,

COMM

LAKESIDE INDUSTRIAL PARK F H1 346

397 51 0 397 B-5 IND

LAUREL BUSH ESTATES F H2 136 136 C-4 SF

LOCUST VIEW C H4 9 9 A-2 SF

MAGNOLIA LANDING A H1 104148 197153 301 B-7 TH

MARBLE ARCH/WEST

PROPERTY F H1 86 90 4 0 90 C-4 COMM

MARINER’S REST A H1 12 12 A-6 SF

MELISSA MANOR F H1 9 9 B-5 SF

MILLER PROPERTY E H1 3 3 D-4 SF

MITCHELL PROPERTY F H1 816 816 D-5,

D-6 SF

MONTGOMERY WOODS B H1 1 4 5 A-6 SF

MONARCH GLEN C H3 124 0 124 B-4 SF,TH

OAK GROVE/STANCILLS

RIDGELY’S RESERVE A H1 242388

242

388 B-6 SF,TH

OSBORN PROPERTY E H1 490 490 D-4 UNK

POUSKA PROPERTY F H1 52 52 C-5 SF

RAVENS WOODS A H1 27 27 B-5 TH

RED PUMP CRESCENT C H4 46 46 A-2 SF,TH

RESERVE AT RIVERSIDE PH.III F H2 16 16 C-4 AP

RIVERSIDE IND. PARK F H1 1,387 288 1675 D-4,

D-5 IND

RIVERWOODS AT TOLLGATE B H1 84 86 170 B-5 AP,

COMM

TOWER LOGISTICS F H1 445 445 D-4 COMM,

IND

TRIMBLE KNOLL A H1 16 16 B-6 SF

TRIMBLE MEADOWS A H1 114 67 181 B-6 TH

TWS TOLLGATE C H3 21 0 21 B-4 SF











SC - SCHOOL

CH – CHURCH

3.15.3 revised:0410/20

DEVELOPMENT

COUNCIL

DISTRICT

SERVICE

ZONE

W1/S1

UNITS

W3/S3

UNITS

W5/S5

UNITS

TOTAL

UNITS

MAP

GRID

UNIT

CODE

VAN BIBBER F H1 9 9 B-6 SF

WEST SHORE F H1 553 23 576 B-6,

C-6

TH,

COMM

WYNDEMEDE E H4 142 10 16 142 B-2 COMM

TOTAL OF FALL 2019SPRING 2020 5,464

5,611

PROPERTIES WITH OPERATIONAL APPROVAL OR

COMPLETED PROJECTS

-438

-235

NEW AND REVISED PRELIMINARY PLAN APPROVALS +585

+422

TOTAL ADJUSTMENTS +147

+187

TOTAL OF SPRING FALL 2020 5,611

5,798











SC - SCHOOL

CH – CHURCH

3.15.4 revised:0410/20

PLANNED DEVELOPMENTS IN W-3/S-3 CATEGORY

BY ZONING CATEGORY

ZONING CATEGORY

Residential Units

R1,R2,R3,R4

Eq. Residential Units

in business zone

(incl. schools)

B1,B2,B3

Industrial

Acreage*

CI,GI, MO

FALL 2019SPRING 2020 3,161 3,602 64214 504.28404.28

SPRING 2020FALL 2020 3,602 3,816 214 238 404.28 392.79

UNITS CHANGED SINCE

FALL 2019SPRING 2020 +441 +214

+150 +24

-100.00 -11.49

*DOES NOT INCLUDE APPROXIMATELY 971.9 ACRES OF UNPLANNED INDUSTRIAL ACREAGE

CLASSIFIED IN THE 3 CATEGORY FOR WATER AND SEWER.

TABLE 3-3 HISTORICAL AND PREDICTED TABLE OF CONNECTIONS TO COUNTY WATER AND SEWER

9 SOLD WATER TO ABERDEEN AND MARYLAND AMERICAN. TRUE PEAK WAS 16.4 FROM COUNTY WITH AN

AVERAGE OF 11 MGD.

15 ABERDEEN PURCHASED 1111 EDU’S (400,000 GPD) OF ADDITIONAL WATER

16 JULY 8, 2012: SOLD WATER TO VAN BIBBER, ABERDEEN & MARYLAND AMERICAN

10 SOLD WATER TO ABERDEEN. TRUE COUNTY NEEDS 11 MGD AVE/14.35 MGD PK. 17 BEGINNING OCTOBER 2013 – SOLD AN AVERAGE OF 1.04 MGD TO VAN BIBBER

11 JUNE 22, 2004 COUNTY ENTERED INTO AN AGREEMENT TO PROVIDE ABERDEEN/APG AN ADDITIONAL 1.5

MGD FOR A TOTAL OF 2.0 MGD. THIS FLOW IS EQUIVALENT TO AN ADDITIONAL 11,685 EDU.

18 MAY 27, 2014 – VAN BIBBER PURCHASED 1.33 MGD

* MAY USE UP TO AN ADDITIONAL 2.6 MGD FOR ABERDEEN AND 0.5 MGD FOR MARYLAND AMERICAN

BY CONTRACT.

12 MARYLAND AMERICAN USED .15 OF IT’S .5 MGD ALLOCATION + ESTIMATED DATA

13 OCTOBER 1, 2007 - VAN BIBBER 1.56 MGD, CHAPEL HILL 1.07 OF ITS 1.5 MGD ALLOATION, MD.AMERICAN 0.37

OF ITS .5 MGD ALLOCATION, ABERDEEN CITY USED .25 OF ITS .5 MGD.

14 AUGUST 25, 2008 - VAN BIBBER 1.12 MGD EMERGENCY USE

3.1

7.3

revised: 1

0/1

920

YEAR

NUMBER

EQUIVALENT

CONNECTIONS

TOTAL NUMBER

OF

CONNECTIONS

AVERAGE

WATER

CONSUMPTION

AVERAGE

CUSTOMER

GAL/DAY

MGD

PEAK DAY

CONSUMPTION

GAL/DAY

PEAK PER

CUSTOMER

PEAK/

AVG.

RATIO

FY2008-2009 520 42,357 11.8 298 15.4 14 412 1.40

FY2009-2010 1,811 15 42,591 11.7 275 15.1 354 1.29

FY2010-2011 747 42,975 12.3 286 17.2* 400 1.40

FY2011-2012 601 43,257 12.0 277 15.5 358 1.29

FY2012-2013 486 43,600 12.8 294 16.1 16 369 1.26

FY2013-2014 580 43,912 13.2 17 301 15.4 18 351 1.17

FY2014-2015 1056 44,139 13.0 295 17.2 390 1.32

FY2015-2016 291 44,430 12.1 272 14.3 322 1.18

FY2016-2017 287 44,717 11.9 266 16.7 373 1.40

FY2017-2018 371 45,088 11.8 262 16.5 366 1.40

FY2018-2019 450 45,538 13.1 288 18.4 404 1.40

+FY2019-2020 628568 46,16646,106 13.313.1 288284 18.8*18.4 407399 1.41

+FY2020-2021 617 46,78346,723 13.5 289 19.0* 406 1.41

+FY2021-2022 617 47,40047,340 13.7 289 19.5* 411 1.42

+FY2022-2023 617 48,01747,957 13.9 290 19.7* 410 1.42

TABLE 3-3 HISTORICAL AND PREDICTED TABLE OF CONNECTIONS TO COUNTY WATER AND SEWER

9 SOLD WATER TO ABERDEEN AND MARYLAND AMERICAN. TRUE PEAK WAS 16.4 FROM COUNTY WITH AN

AVERAGE OF 11 MGD.

15 ABERDEEN PURCHASED 1111 EDU’S (400,000 GPD) OF ADDITIONAL WATER

16 JULY 8, 2012: SOLD WATER TO VAN BIBBER, ABERDEEN & MARYLAND AMERICAN

10 SOLD WATER TO ABERDEEN. TRUE COUNTY NEEDS 11 MGD AVE/14.35 MGD PK. 17 BEGINNING OCTOBER 2013 – SOLD AN AVERAGE OF 1.04 MGD TO VAN BIBBER

11 JUNE 22, 2004 COUNTY ENTERED INTO AN AGREEMENT TO PROVIDE ABERDEEN/APG AN ADDITIONAL 1.5

MGD FOR A TOTAL OF 2.0 MGD. THIS FLOW IS EQUIVALENT TO AN ADDITIONAL 11,685 EDU.

18 MAY 27, 2014 – VAN BIBBER PURCHASED 1.33 MGD

* MAY USE UP TO AN ADDITIONAL 2.6 MGD FOR ABERDEEN AND 0.5 MGD FOR MARYLAND AMERICAN

BY CONTRACT.

12 MARYLAND AMERICAN USED .15 OF IT’S .5 MGD ALLOCATION + ESTIMATED DATA

13 OCTOBER 1, 2007 - VAN BIBBER 1.56 MGD, CHAPEL HILL 1.07 OF ITS 1.5 MGD ALLOATION, MD.AMERICAN 0.37

OF ITS .5 MGD ALLOCATION, ABERDEEN CITY USED .25 OF ITS .5 MGD.

14 AUGUST 25, 2008 - VAN BIBBER 1.12 MGD EMERGENCY USE

3.1

7.4

revised: 1

0/1

920

YEAR

NUMBER

EQUIVALENT

CONNECTIONS

TOTAL NUMBER

OF

CONNECTIONS

AVERAGE

WATER

CONSUMPTION

AVERAGE

CUSTOMER

GAL/DAY

MGD

PEAK DAY

CONSUMPTION

GAL/DAY

PEAK PER

CUSTOMER

PEAK/

AVG.

RATIO

+FY2023-2024 617 48,63448,574 14.1 290 20.0* 411 1.42

+FY2024-2025 617 49,25149,191 14.3 290 20.4* 414 1.43

+FY2025-2026 581 49,83249,772 14.5 291 20.7* 415 1.43

+FY2026-2027 581 50,41350,353 14.7 291 21.0* 417 1.43

+FY2027-2028 581 50,99450,934 14.9 292 21.3* 418 1.43

+FY2028-2029 581 51,57551,515 15.1 293 21.7* 421 1.44

+FY2029-2030 581 52,15652,096 15.3 293 22.0* 422 1.44

+FY2030-2031 517 52,67352,613 15.5 294 22.3* 423 1.44

+FY2031-2032 517 53,19053,130 15.7 295 22.6* 425 1.44

+FY2032-2033 517 53,70753,647 15.9 296 23.1* 430 1.45

+FY2033-2034 517 54,22454,164 16.1 296 23.3* 430 1.45

+FY2034-2035 517 54,74154,681 16.3 297 23.6* 431 1.45

revised: 0

410

/20

3.2

2.1

3.21 TABLE 3-8 PLANNED WATER WORKS IMMEDIATE, 5 YEAR AND 10 YEAR PRIORITIES

SERVICE

AREA

PROJECT NAME AND

NUMBER LOCATION

PRIORITY

CLASS DESCRIPTION

FUNDS

SOURCE

TIMING SCHEDULE

PLAN DES. CONSTR.

H-1

ABINGDON ROAD

TRANSMISSION MAIN

PHASE I

ABINGDON ROAD,

FROM I-95 TO ROUTE 7 W-3

REPLACE APPROXIMATELY

2,100 L.F. OF 12-INCH

WATER MAIN WITH 36-

INCH WATER MAIN

DEVELOPER/

COUNTY 2006 2007-2008

2016-2018

2020-2021

H-1

ABINGDON BUSINESS

PARK WATER MAIN

CONTRACT NO.20023

PROPOSED EDGEWOOD

ROAD, FROM VAN BIBBER RD. TO

ABINGDON RD.

W-3

8,840 FEET OF 24-INCH

WATER MAIN IN PROPOSED

EDGEWOOD ROAD

DEVELOPER/

COUNTY 2019 2020 2020-2021

H-1

WILLOUGHBY BEACH

ROAD EXTENDED AND

WASHINGTON COURT

EDGEWOOD AREA W-3

550 LF OF 16-INCH WATER

MAIN IN WILLOUGHBY BEACH ROAD AND 3,000 LF

OF 12-INCH WATER MAIN

IN WASHINGTON COURT

FOR FIRE PROTECTION

DEVELOPER 2004 2014-2018 2015-2020

2021-2025

H-1

OAK GROVE RIDGELY’S

RESERVE WATER

BOOSTER STATION

OAK GROVE RIDGELY’S

RESERVE SUBDIVISION W-3

WATER BOOSTER STATION

AND HYDROPNEUMATIC

TANK TO SERVE PORTIONS OF OAK GROVE RIDGELY’S

RESERVE SUBDIVISION

AND THE EXISTING WOODBRIDGE BOOSTER

STATION SERVICE AREA

DEVELOPER/

COUNTY 2004 20062020

2014-2018

2021-2023

H-1

BERKSHIRE MANOR

GRACE HALL WATER

BOOSTER STATION

BERKSHIRE MANOR

GRACE HALL

SUBDIVISION

W-3

WATER BOOSTER STATION AND HYDROPNEUMATIC

TANK TO SERVE THE

BERKSHIRE MANOR GRACE HALL SUBDIVISION AND

SURROUNDING

PROPERTIES

DEVELOPER 2006 2008-2010

2020-2021

2009-2015

2021-2022

H-1 MAGNOLIA BOOSTER

STATION UPGRADE

MD ROUTE 152 SOUTH

OF CSX RR W-3

REPLACE EXISTING HYDROPNEUMATIC TANK

AND RE-CONFIGURE

PUMPS TO VARIABLE

SPEED CONTROL

COUNTY 2006 20172020 2018-2019

2021-2023

TABLE 3-8 PLANNED WATER WORKS IMMEDIATE, 5 YEAR AND 10 YEAR PRIORITIES

revised: 0

410/2

0

3.2

2.2

SERVICE

AREA

PROJECT NAME AND

NUMBER LOCATION

PRIORITY

CLASS DESCRIPTION

FUNDS

SOURCE

TIMING SCHEDULE

PLAN DES. CONSTR.

H-1

WEST ABERDEEN WATER BOOSTER

STATION

STEPNEY ROAD NORTH

OF MD ROUTE 7 W-3

WATER BOOSTER STATION AND HYDROPNEUMATIC

TANK DEVELOPER 2006

2015-2020

2022-2027

2017-2022

2025-2030

H-1

SWAN HARBOR

ELEVATED WATER STORAGE TANK AND

TRANSMISSION MAIN

ROUTE 40 – SWAN

HARBOR AREA W-3

1 MG ELEVATED WATER

STORAGE TANK AND 1,200 LF OF 16-INCH WATER

TRANSMISSION MAIN

CITY/COUNTY 2008 2010-2015

2022-2027

2018-2020

2025-2030

H-2 ABINGDON AREA

WATER MAIN LOOP

KOZUB PROPERTY (TM 57, P. 60) AND STEC

PROPERTY (TAX MAP

57, PARCELS 61 AND

167)

W-3

APPROXIMATELY 2,1005,500 L.F. OF 8-INCH

WATER MAIN TO

INTERCONNECT WITH EXISTING WATER MAINS IN

LAUREL BUSH

ESTATESROAD, AND

HOOKERS MILL ROAD

DEVELOPER 2006 2008-2015

2022-2025

2009-2020

2023-2028

ABERDEEN

& HAVRE

DE GRACE

ROUTE 40 WATER

TRANSMISSION MAIN

AND PUMP STATION

CITY OF ABERDEEN

AND HAVRE DE GRACE W-3

INSTALL TRANSMISSION

MAIN ALONG ROUTE 40

CORRIDOR AND CONSTRUCT A PUMP

STATION

CITY OF ABERDEEN

AND HAVRE

DE GRACE

2019 2019 20201-2022

ABERDEEN

CITY OF ABERDEEN

WATER TREATMENT

PLANT

CITY OF ABERDEEN W-1

REPLACING DISINFECTION PROCESS FROM CHLORINE

GAS TO SODIUM

HYPOCHLORITE

CITY 2016 2017 2019

ABERDEEN ELEVATED STORAGE

TANK AT HEAT CENTER CITY OF ABERDEEN W-3

ELEVATED STORAGE TANK TO SUPPLY

PLANNING AREA 11

DEVELOPER

OR CITY 2004

2018

2020-2021

2021-2022

ABERDEEN/

APG

BUILDING #250 –

GROUNDWATER TREATMENT PLANT

AND WELLS

ABERDEEN PROVING

GROUND

MANAGED BY CITY OF

ABERDEEN

W-1

UPGRADE AND

RECOMMISSION GROUNDWATER

TREATMENT PLANT AND

WELLS KNOWN AS BUILDING #250. 3MGD

CAPACITY.

APG 2011

2017

2018

TABLE 3-8 PLANNED WATER WORKS IMMEDIATE, 5 YEAR AND 10 YEAR PRIORITIES

revised: 0

410/2

0

3.2

2.3

SERVICE

AREA

PROJECT NAME AND

NUMBER LOCATION

PRIORITY

CLASS DESCRIPTION

FUNDS

SOURCE

TIMING SCHEDULE

PLAN DES. CONSTR.

ABERDEEN ASHLEY TREATMENT

CENTER

800 TYDINGS LANE

TAX MAP 59 PARCELS 155, 49,13,146

and 157

W-1

INSTALL DISTRIBUTION LINES AND POST WTP

TREATMENT FACILITY TO

THE ASHLEY TREATMENT

CENTER

DEVELOPER 2018 2018 2019

ABERDEEN

EAST ABERDEEN

DISTRIBUTION SYSTEM

(ROCK GLEN)

CITY OF ABERDEEN W-3

INSTALL BOOSTER

STATION, WATER METERS

AND WATER MAIN

CITY 2008 2019 2020

2021-2022

ABERDEEN/

APG

INTERCONNECTION

BETWEEN APG AND CITY OF ABERDEEN

WATER SYSTEMS

ABERDEEN PROVING

GROUND

MANAGED BY CITY OF

ABERDEEN

W-3

INSTALL PERMANENT

INTERCONNECT BETWEEN

THE SYSTEMS ON NORTHGATE PROPERTY

NEAR THE ROUTE 22 GATE

TO APG

APG

2014

2019

2021

2020

2022

ABERDEEN

RAY AVENUE WATER BOOSTER STATION

REPLACEMENT CITY OF ABERDEEN

W-3

REPLACE RAY AVENUE

WATER BOOSTER STATION CITY 2018

2019

2020

2022

CHAPTER 4

4.10.9 revised: 04/1810/20

9. Broad Creek Memorial Scout Reservation

The Broad Creek Memorial Scout Reservation is located on several tracts of land

on the east side of Whiteford Road along Broad Creek. The camp has been in existence

since the 1940’s under the multi-use designation and is served by a number of subsurface

disposal systems. The facility includes three sub-camps known as Camp Oest, Camp

Saffran and Camp Spencer. Each camping area has numerous permanent structures

including a dining hall and swimming pool.

The Harford County Health Department has permitted occupancy of 350 campers

in Camp Oest, 350 campers and approximately 60 staff in Camp Saffran, and 345 campers

in Camp Spencer. Based upon Maryland Department of the Environment guidelines and

the permitted occupancy for each sub-camp, the combined maximum calculated daily flow

discharged to the groundwater using an approved land application system is 52,250000

gallons per day during peak periods. The camps operate at full occupancy from mid-June

to mid-August. The average daily flow for each campground is 8,667 gallons per day. The

average daily flow discharged to the groundwater for all three campgrounds is 26,000

gallons per day.

This facility is located outside of the Development Envelope, in the No

Planned Service area of the Water and Sewer Plan and will not be serviced by public

water and sewer. The Broad Creek Memorial Scout Reservation will therefore

privately operate and maintain a Maryland Department of the Environment

approved wastewater treatment system for Camp Saffran. The wastewater

treatment system maximum flow capacity is 10,000 gallons per day.

TABLE 4-2 PLANNED CAPITAL SEWERAGE PROJECTS IMMEDIATE, 5 YEAR AND 10 YEAR PRIORITIES

4.1

4.5

revised: 0

41

0/2

0

SERVICE

AREA

PROJECT NAME

AND NUMBER LOCATION

PRIORITY

CLASS DESCRIPTION

FUNDS

SOURCE

TIMING SCHEDULE

PLAN DES. CONSTR.

ABERDEEN ASHLEY TREATMENT

CENTER

800 TYDINGS LANE

TAX MAP 59

PARCELS 155, 49, 13, 146 and 157

S-1

INSTALL SEWAGE LIFT

STATION AT ASHLEY TREATMENT CENTER TO

DELIVER WASTE TO

AWWTP

DEVELOPER 2017 2018 2019

ABERDEEN CRANBERRY RUN CITY OF ABERDEEN S-3

REPLACE OR LINE FORCE

MAIN. 3,100’ DONE BY CITY OF ABERDEEN

CITY 2015 2020

2022 2024

ABERDEEN WINDEMERE PUMP

STATION CITY OF ABERDEEN S-6

INCREASE CAPACITY

REPLACE STATION CITY 2013

2020

2022 2025

REQUESTS

.

P 250

Aldi

no S

tepn

ey R

d

Md Rte 22

Adams Property

P 99

I-95

Gilbert Rd

I-95

Siebert Farm

Documents

RESOLUTION NO. 019-20 1 - Harford County, Maryland