089 I-501 IRRIGATION WATER WELL - DETAILS - ASI 02.pdf

15'-6" BASE

18' SLAB

11'

SLAB

8'-2"

BASE

61"

37"

8.4"

36" BURY DEPTH

8'-6"

L

C F

B

84" DOOR

48" DOOR

J

61.25"

NOT VERIFIED

SLAB, THRUST BLOCKS AND

SUB-BASE. SEE S-201.

CONCRETE PAD AND

PEDESTAL. SEE S-201

2" WELL SERVICE

AIR VALVE

COMPLY WITH APPENDIX III OF THE PROJECT

MANUAL, IRRIGATION SUPPLY WELL DESKTOP

EVALUATION, SHEET I-501, AND SPECIFICATION

SECTION 33 11 13 FOR WATER WELL

CONSTRUCTION REQUIREMENTS.

D

2" NPT HALF-COUPLING FOR

IRRIGATION SYSTEM BLOW-DOWN.

H A

A-A I-501

ELEVATION A-A

GROOVED COUPLING (TYPICAL)

PREFABRICATED FLOW CONTROL SPOOL ON STEEL PLATFORM WITH COMPOSITE ENCLOSURE.

250 HP PUMP MOTOR

14" PUMP DISCHARGE BASE

12" STEEL PIPE

GUIDE RAIL AND POSTS.

CUT AWAY FOR CLARITY.

SEE LS-402.

COMPOSITE ENCLOSURE

12" WAFER CHECK VALVE

12" STEEL

DROP PIPE

6" PVC DRAIN PIPE 24" COVER, DISCHARGE

INTO UNDERGROUND INFILTRATION BASIN.

SEE CS-201.

G

VENT

CONCRETE THRUST

BLOCK. SEE S-201.

CONCRETE SLAB. SEE

DETAIL 2 ON S-201

LOWER SECTIONS OF PIPE

ARE SWIVELED. SHOWN

FLAT FOR CLARITY.

56"

18" BURY DEPTH

PUMP COLUMN

FLAG NOTES

MINIMIZE THE HEIGHT OF THE FLOW CONTROL SPOOL WHILE ACCOMMODATING

THE AIR GAP DRAIN UNDER THE BACKFLOW PREVENTER.

WINTERIZATION DRAIN, 24" BELOW GRADE. 1.5" NPT STAINLESS STEEL GATE VALVE

WITH CROSS HANDLE. CONNECT TO 6" PVC DRAIN PIPE WITH 2" SCH 40 PVC PIPE.

PUMP SHAFT PRELUBE SYSTEM: 1" GATE VALVE, 1" REMOTE CONTROL VALVE, 3/4"

SCH 40 PVC PIPE TO PUMP DISCHARGE HEAD. WINTERIZE WITH COMPRESSED AIR

INTRODUCED AT THIS UNION AND VENTED AT THE WELL HEAD.

DEPTH FROM EXISTING GRADE TO CENTER OF EXISTING IRRIGATION MAIN IS

BASED ON THE RELATIVE ELEVATION OF THE EXISTING MAIN WHERE IT ENTERS

THE PUMP BUILDING BASEMENT. CONTRACTOR SHALL VERIFY THE PIPE DEPTH AT

THE LOCATION OF CONNECTION TO THE NEW PIPE FROM THE NEW WELL PRIOR TO

HAVING THE DISCHARGE DROP PIPE FABRICATED.

DIMENSIONS OF FABRICATED DISCHARGE DROP PIPE SHALL BE COORDINATED BY

CONTRACTOR WITH THE MANUFACTURER. CONTRACTOR SHALL VERIFY THE

DISTANCE BETWEEN THE FLOW CONTROL SPOOL SLAB AND THE CENTER OF THE

EXISTING IRRIGATION MAIN.

PUMP PRE-LUBE: 3/4"

SCH 40 PVC PIPE TO

PUMP COLUMN

PUMP SHAFT

PRE-LUBE PIPE

TOP OF EXISTING

PAVEMENT

FULLY RESTRAINED NEW 12" COMPACT

MJ TEE OR FULL CIRCUMFERENTIAL

TAPPING SLEEVE WITH 12" MJ OUTLET

ON EXISTING IRRIGATION MAIN PIPE

78.70"

NOT VERIFIED

RESTRAIN PIPE FROM UPWARD THRUST

TRANSMITTED FROM TOP ELBOW ON

STEEL DROP PIPE (TYPICAL). SEE S-201.

REINFORCED

CONCRETE

THRUST BLOCK

EXISTING

12" AC PIPE

PLAIN END FOR

INSERTION INTO MJ T

OR TAPPING SLEEVE.

E

K

DISCHARGE DRAIN TO

UNDERGROUND INFILTRATION BASIN

K

12" STEEL

DROP PIPE

2" PVC DRAIN PIPE

DEMOLISH PIPES AND FITTINGS WITHIN

THIS BOUNDARY. CAP THE REMAINING TWO

FLANGED OPENINGS (A & B) WITH BLANK

FLANGES AND NEW NUT, BOLT AND

GASKET SETS.

B

A

C

D

E

C, D, E: REPLACE THREE 12" GATE VALVES WITH

12" FXF, NRS, RESILIENT WEDGE, WHEEL

OPERATED, EPOXY COATED DUCTILE IRON

GATE VALVES. 250 LB CWP. AWWA C515

COMPLIANT. CONNECT WITH NEW NUT, BOLT

AND GASKET SETS.

36" BELOW FINISHED

GRADE OR AT THE

SAME DEPTH AS THE

EXISTING IRRIGATION

MAIN. SEE

12"

TRACEABLE WARNING TAPE,

12" BELOW GRADE, DIRECTLY

OVER PIPE

INITIAL BEDDING

3"

FINAL BACKFILL: CLEAN NATIVE SOIL,

PLACED AND COMPACTED TO 90%

DENSITY IN 6" LIFTS.

PIPE TRENCH SECTION

3"

3"

INITIAL FILL

HAUNCHING

USE WELL COMPACTED AASHTO 67 FOR

BEDDING, HAUNCHING AND INITIAL FILL.

NOTES

1. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION AND

INSTALLATION OF:

1.1. THE FLOW CONTROL SPOOL;

1.2. DROP PIPES;

1.3. THRUST BLOCKS.

COMPONENT KEY

A. PRESSURE GAUGE

B. 10" STRAINER.

C. 10" ASSE 1013 BACKFLOW PREVENTER.

D. AIR GAP DRAIN.

E. 6" PVC SWING CHECK VALVE.

F. 10" ELECTROMAGNETIC FLOW METER.

G. PUMP SHAFT LUBRICATION SOURCE: ISOLATION

VALVE & REMOTE CONTROL VALVE.

H. PRESSURE TRANSDUCER & GAUGE.

I. NOT USED

J. 6" PRESSURE RELIEF VALVE

K. 6" SOLVENT WELD SCH 40 PVC DRAIN PIPE

L. 10" ISOLATION VALVE

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Hydro Designs, Inc.

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

MJK HDI

May 22, 2023

INFO@HYDRODESIGNS.COM WWW.HYDRODESIGNS.COM

nssn

IRRIGATION

ddHyyH roDesiggiseDor

Frederick, MD 21702 PO Box 1862

AUTOMATIC CONTROLS

301/471-7917 301/704-3102

PUMPING SYSTEMS

inc. M

IC

HAEL J . KRONES , Ph . D

C E

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I F I E

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DES IGNER

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COURSE - COMMERC

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001626

M

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HAEL J . KRONES , Ph . D

C E

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DES IGNER

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COURSE - COMMERC

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001626

May 22, 2023 Dwg.

IRRIGATION WATER WELL

DETAILS

I-501

ASI - Issued for Construction 0 1' 2' 4' 8'

3/8" = 1'

IRRIGATION PUMPING DETAILED LAYOUT1

I-501

NO SCALE

WATER WELL DESIGN2

I-501

3/8" = 1'-0"

PUMP BUILDING BASEMENT FLOOR PLAN, 1972 DESIGN DRAWING4

I-501

N.T.S.

PIPE TRENCH SECTION3

I-501

ASI 02 07/06/23

THE DESIGN TEAM PROVIDED AN IRRIGATION SUPPLY WELL DESKTOP EVALUATION

(ECS), DATED JANUARY 21, 2022 (PROJECT MANUAL, APPENDIX III) AND AN

IRRIGATION SUPPLY WELL DEPTH EVALUATION (ECS), DATED MARCH 29, 2023

(PROJECT MANUAL, APPENDIX IV). THE DESIGN TEAM UNDERSTANDS THE

GOVERNMENT WOULD LIKE TO INSTALL A NEW IRRIGATION SUPPLY WELL AT THE

SITE THAT IS CAPABLE OF PRODUCING 1,500-2,000 GALLONS PER MINUTE (GPM) AT A

MAXIMUM DEPTH OF 400 FEET BELOW GROUND SURFACE (BGS). AS SUCH, THE WELL

DESIGN AND SPECIFICATION DOCUMENTS CONTAINED WITHIN THE PREVIOUSLY

SUBMITTED IRRIGATION SUPPLY WELL DESKTOP EVALUATION HAVE BEEN REVISED

(ASI 01) BASED ON FINDINGS FROM THE IRRIGATION SUPPLY WELL DEPTH

EVALUATION. THE IRRIGATION SUPPLY WELL DEPTH EVALUATION INCLUDED A

RECOMMENDATION THAT A STEP-DRAWDOWN PUMPING TEST OF THE SITE'S

EXISTING IRRIGATION SUPPLY WELL BE PERFORMED TO EVALUATE WHETHER THE

UPPER MAGOTHY AQUIFER APPEARS CAPABLE OF MEETING THE GOVERNMENT'S

WATER DEMAND OF 1,500-2,000 GPM. THE DESIGN TEAM HAS SINCE BEEN INFORMED

THAT THE GOVERNMENT WOULD LIKE TO PROCEED WITHOUT PERFORMING THE

RECOMMENDED STEP-DRAWDOWN PUMPING TEST. AS SUCH, IT IS IMPORTANT TO

RECOGNIZE THAT THE SPECIFICATION DOCUMENTS WERE DEVELOPED BASED ON

THE ASSUMPTION THAT THE ESTIMATED MAXIMUM WELL DEPTH OF 400 FEET BGS

WILL BE ADEQUATE TO MEET THE GOVERNMENT'S WATER DEMAND OF 1,500-2,000

GPM. WHILE OUR PRIOR EVALUATIONS DO INDICATE THAT A WELL COMPLETED TO A

DEPTH OF 400 FEET BGS WOULD LIKELY PROVIDE THE DESIRED PRODUCTION OF

1,500-2,000 GPM, IT IS IMPORTANT TO NOTE THAT SOME LEVEL OF UNCERTAINTY

DOES EXIST DUE TO A GENERAL LACK OF INFORMATION REGARDING THE EXISTING

WELL'S PRODUCTIVITY AND A LACK OF AVAILABLE OFFSITE WELL LOGS IN PROXIMITY

TO THE PLANNED WELL LOCATION.

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