App._M_-_Jalalabad_RTC_J-Bad_Gender_Integration_site_assessment_report.pdf

US Army Corps of Engineers Transatlantic Afghanistan District (TAA)

Afghan Technical Support Team

(ATST)

RTC J-Bad Gender Integration New Female Barrack Assessment

Report

Submission Date: 05/12/2015

Project Name& Location:

Gender Integration New Female Barrack Jalalabad, Afghanistan

Team Members:

Wahidullah Yuqob (Architect Engineer) Mohammad Rassol Esmati (Civil Engineer) Hamed Zaki (Electrical Engineer) Sayed Hassan (Mechanical Engineer) Ahmadzai Sarwary (Mechanical Engineer)

Reviewed By: Hameedullah Ahmadzai, ATST Program Lead

AFGHAN TECHNICAL SUPPORT TEAM INSPECTION REPORT (ATST)

RTC J-Bad Gender Integration New Female Barrack

Table of Contents---------------------------------------------------- ------

I. General Narrative:

II. Summary:

III. Architectural/Civil Inspection Report

IV. Mechanical Inspection Report

V. Electrical Inspection Report

Appendix A Drawings’ Master Site Plan

Appendix B Civil/Architectural / Inspection Photography

Appendix B-I Mechanical Inspection Photography

Appendix B-II Electrical Inspection Photography

New female barrack

Inspection Date – 5/May/2015

I. General Narrative:

As per request of E&C, QAB Branch, ATST team, assigned to conducted site inspection and assessment on 05 May 2015, in (RTC J-Bad Gender Integration), which is located in Jalalabad province, the purpose of this survey was to determine the area and evaluate the status of project for 100 up to 300 person (New female barrack).

The team conducted both site visit and reviewing the Site plans of project to determine the exact location of the building and existing facilities and site utilities which is asked for information. the area which supposed to use for new female barrack is about (100x97 meter) There was some existing facilities which constructed as a standard like administration BLD#105 but there was some CONNEX, storage, cooler unit, wooden canopy, steel canopy, shade, fence, jersey barrier, bunker, HESCO and bollard around building #105 which all of them already shown in our new site plan after assessment.

This report included general narrative, Appendix -A Drawings’ Master Site plan, Appendix B Civil/Architectural / Photography, Appendix B-I Mechanical Inspection Photography, Appendix B-II Electrical Inspection Photography.

This report included the complete assessment report from:

Civil/Architectural Inspection Report Mechanical Inspection Report Electrical Inspection Report

II. Summary

The report present the ATST team inspection to determine existing facility for new female barracks and the purpose of this report was to provide the actual site layout and added to new site plan to show this area is sufficient for new construction of female barracks this area is almost 9,700Sqm and the available area for new female barracks is approximately 6100Sqm meanwhile, the team inspected the existing septic to sufficient for new barracks or no and determined the power load.

Arch/Civil Report

Existing site development to ensure that the area is sufficient for construction of 100 up to 300 female barracks in the future (As a rule of thumb, we use 3-4m2 for enlisted and 7m2 for NCOs and officers for sleeping space. Bunks will be required)

Answer: The area is almost 9,700 Sqm include building #105 and the 1000 Sqm area already used for building #105 and some extra area for surrounding bollards and there is some temporary facilities which requiring to remove during construction of new female barracks.

Surrounding site use Ground water resource

Site drainage Answer: The site has open channel drainage near to administration building 105 which is the bottom of channel located about 1meter below from Ground surface level and it could remove the storm water to outside ditch which is already mentioned in Markup drawing appendix A page A-002.

Mines and unexploded ordnance Answer: This site already used as a residential area and according to facility manager verbally explanation the site is clean and there is no exploded ordnance.

Utilities if available Site access Area resource and limitation

Answer: The access to the mentioned site is a sliding gate at the south side of proposed area and the door is functional.

AFGHAN TECHNICAL SUPPORT TEAM INSPECTION REPORT (ATAST)

Mechanical report

Sewer System:

1 - Layout the pipe network for disposal from Building 105 to the septic field (A) 2 - Identify septic tanks in the expansion area and the new female compound.

3 – How/does it connects to disposal system for the men’s expansion area?

4 – Size and layout of septic system (A).

Location: Building # 105 The sewer pipe comes out from the building # 105(Pipe diameter 4”) through manholes to the lift station (Pipe diameter 6”) then transfer by pumps to above ground septic tank (pipe diameter 8”).

Location: Building # 105 Sewer Manholes All sewer manhole are connected to the north site of building # 105 the mention manhole connected to the lift station the distance between sewer manhole and lift station is 60 m the diameter of pipe is 8”

Location: Septic Tanks Above ground septic tank for Building # 105, G3 area (capacity was 50M3) which feed by lift station, and underground septic tank for G4 area which is feed by gravity (size 8.1x3M) but the depth was not possible to measure because it was full of sewer.

The mention septic tanks haven’t any connection with each other.

Water System:

5 - Need schematic plan of base water distribution mains (not necessarily to individual building?)

6 – How are three wells on the compound connected to each other and to the treatment area (Building 879)? Size/type of pipes and layout.

7 – From where does building 105 receive water? Does it come straight from the elevated tank (851) or from the treatment area (building 870-men’s compound)?

Show pipe layout and size.

8 – What is the capacity of the elevated tank (851)?

9 – Does the water from the well (Building 800) go the treatment plant or into the elevated tank? Does it have any treatment of its own in Building 800? Size/type of pipes and layout.

10 – Does the water from the well near the wall dividing the main compound from the men’s expansion area go to the treatment area first/ Size/type of pipes and layout.

Location: Well house # 800 The well # 800 was not connecting to the other wells and treatment area (building

870) also it doesn’t have any treatment, its own in building 800. It goes direct to the elevated water tank first, then it distribute to the building # 105 and G4 area (Pipe diameter 2” type PVC and GI)

Location: Building # 870 well house, treatment area and Water Well in open area These two wells are connected with each other in treatment area which is located outside of building # 870. (Pipe size 2” type GI and PVC)

Capacity of elevated water tanks was 35 M3.

Some questions are answered by drawing detail to show approximately the layout of sewer pipe and water pipes for more information please see Appendix B-I photo report and drawing detail.

Electrical report

RTC Jalal Abad site visit important issues have been noted as below:

1. Totally there were six generators at site, two 1250 KVA, two 500 KVA and two 250 KVA all prime power rated. Generator details are as below.

Two 500 KVA prime power rated generators were located in generator house# 901 feeding J3 area classes and soldiers’ barracks. One was working during the day and other at nights. Generators voltage ratings were 400/220 V 50 Hz. Total load on the generators during operation was 150 KW maximum. Current condition of the generator was not so bad. Each had run time of 7380h36m, 1620starts and 8093h26m, 1583starts. Approximately during one month ITT is responsible for generators maintenance, before ITT ANP themselves were responsible for servicing the generators. ITT generators responsible person said before we come here the generators were in a very bad condition and now they taking care of the generators and its operations are normal. The generators name plate data is: power factor 0.8 cos ȹ, phase 3, rated current prime 757 A and rated speed 1500 RPM. Total load on the generator is around 150 KW.

Two 1250 KVA generators which were located in generator shed# 902, each was 1250 KVA prime power rated, 395 V phase voltages. Load on the generators phases were not balanced. One phase shows 174A, but other shows 0.2A and the third phase shows 148A. Total connected load on the generator# 2 was 68.4 kW (85.5 KVA) in order that generator prime power was 1250 KVA hence there was 6.84 percent load on the generator. In standard we must have minimum 40% load on the generator or else the generator is getting damaged and consumes oil. Approximately during one month ITT is responsible for generators maintenance, before ITT ANP themselves were responsible for servicing the generators. Current condition of these generators was not good. There was oil leakage in generator# 2. Generator# 1 was damaged according to responsible person explanation it’s about 1 year that is damaged and not working. The active generator voltage was 395V 50HZ. Total load on the generator is around 68.4 KW. The generators name plate data is: year of manufacture 2009, power factor 0.8 cosɸ, rated voltage 415/240 V, phase 3, rated current 1739 A, rated RPM 1500, maximum altitude 152.4 m, maximum ambient temperature 50 ˚C.

Two generators which were located in generator shed# 900 were relocated beside the two 1250 KVA generator to operate the compound during the night. One of the two generators was operational but the other was damaged. For name plate data of the generator please refer to appendix B-2 photo# 12.

2. Building # 105 main panel main breakers was 200A. Spare breaker was not available in the panel. According to ANP head of engineering explanation, that there was extra generator which was feeding building# 105 and now it does not exist at the site.

3. Current population of the compound as per compound head of maintenance is “500 people”.

4. It was asked about communication manholes at site, but we couldn’t identify any communication manhole at site.

AFGHAN TECHNICAL SUPPORT TEAM INSPECTION REPORT (ATAST)

5. For drawing the single line diagram of the compound, all buildings total loads are needed. We asked the ANP head of Engineering about the drawings, he said that we don’t have any drawings at hand.

6. There wasn’t any transformer in the site.

For more details about generators please refer to photo report.

Appendix A Drawings’ Master Site Plan

Appendix B Civil/Architectural Inspection Photography

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Appendix B

.02

Location: Site General View Location: New female barracks Area.

Photo #: 1

Location: West wall (General view)

Photo #: 3

Photo #: 2

Location: West and South wall (General view)

Photo #: 4

General View

General View

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: East site of new female barrack area.

Information: There are 4 container 20ft (CONEX) located on East site of building # 501, for more information please refer to appendix A.

Photo #: 6

Reference: Refer to appendix A Master plan (A-002) for more details.

Location: East site of wall project Information: There are 5 concrete Jersey barrier located on East site of building #501, for more information please refer to appendix A.

Photo #: 8

Reference: Refer to appendix A Master plan (A-002).

Photo #: 7

Photo #: 5

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: East site of project wall Information: There is Wooden canopy about (16.5x3.7 meter) constructed on North side of building 501.

For more information please refer to appendix A.

Location: East site of project wall

Photo #:9

Information: There are 5 Jersey barriers located on East side of building 501, for more information refer to appendix A.

Photo #: 11

Photo #: 10

Photo #: 12

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: South side of existing administration

BLD#105.

Information: There is a bunker located on south side of administration building #105, for more information please refers to appendix A.

Location: South side of existing administration BLD#105

Photo #: 13

Location: South site close to sliding Gate Information: Old fuel canopy (8x7.4 meter) constructed on site. For more information refers to appendix A.

Photo #: 15

Photo #: 14

Location: South site close to sliding Gate

Photo #: 16

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: South side of wall sliding gate (access way) Information: The main entrance of sliding gate is already constructed on site. For more information please refer to appendix A.

Location: South side of wall sliding gate (access way)

Photo #: 17

Location: South west side of sliding Gate Information: HESCO size 2.2 meter in wide about 16 PSC located on site. For more information refer to appendix A.

Photo #: 19

Photo #: 18

Location: South site West side of sliding Gate

Photo #: 20

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: South side of wall Information: The 20ft container and wooden canopy about 26 PC small HESCO (wide 1.2) located on site. For more information refer to appendix A.

Location: South side of wall

Photo #: 21

Location: South site wall Information: The three 20ft Containers with some HESCO located on site. For more information refer to appendix A.

Photo #: 23

Photo #: 22

Location: South site wall

Photo #: 24

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: West site wall Information: About 51 HESCO size 1.6 meter wide located on site. for more information refer to appendix A.

Photo #: 25

Location: West site wall Information: Refer to appendix B Master Plan (A- 002)

Photo #: 26

Location: West side of existing administration building#105 Information: 3(RUB HALL) tent size (10x6 meter) with two cooler unit observed on site. For more information refer to appendix A.

Location: West site of existing administration building#105

Photo #: 27 Photo #: 28

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Photo #032 Photo #032.a

Location: North of wall Information: 10 container 20ft observed on this area in the middle it has sun sheet with 40m2 area 20cm concrete pad and in the right has controlling tower, for exact location refer to appendix A.

Photo #: 31 Photo #: 32

Photo #032

Location: North of wall or west of existing administration BLD #105 Information: Concrete bunker about (1.9meter wide) observed on site. For more information refers to appendix A.

Photo #: 29

Location: North of wall or west of existing administration BLD #105

Photo #: 30

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: West site Information: Wooden canopy (6*4 meter), three CONNEX (2*2 meter) and one container 20ft behind the wooden canopy.

Photo #: 33

Photo #: 34

Information: There is one container or cooler unit (2*2 meter) for exact location refers to appendix A.

Photo #: 35 Photo #: 36

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: North side of wall (General view) Information: Only status.

Photo #: 37

Location: North side of wall (General view)

Photo #: 38

Location: North side of wall Information: 10 container 20 ft. observed on this area in the middle it has sun sheet with 40m2 area 20cm concrete pad and in the right has controlling tower, for exact location refer to appendix A.

Location: North side of wall

Photo #: 39 Photo #: 40

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Information: 10 container 20ft observed on this area in the middle it has sun sheet with 40m2 area 20cm concrete pad and in the right has controlling tower, for exact location refer to appendix A.

Photo #: 41

Reference: Refer to appendix A Master plan (A- 002).

Photo #: 42

Location: South side Existing BLD#105 Information: The storm drainage. For more or exact layout and information refer to appendix A, markup drawing.

Location: South side Existing BLD#105

Photo #: 43 Photo #: 44

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Location: South side of Existing BLD#105 Information: The storm drainage. For more or exact layout and information refer to appendix A markup drawing.

Photo #: 45

Photo #: 46

Information: The storm drainage .for more or exact layout and information refer to appendix A markup drawing.

Photo #0:47 Photo #: 48

RTC J-Bad Gender Integration New Female Barrack Civil /Arch Inspection Picture report /Supporting photos

Information: The storm drainage. For more or exact layout and information refer to appendix A markup drawing.

Photo #: 49

Photo #: 50

Appendix B I Mechanical / Inspection Photography

RTC J-Bad Gender Integration New Female Barrack Mechanical Inspection Picture report/Supporting photos

Appendix-B-I 1

Location: Building # 105 The sewer pipe comes out from the building # 105(Pipe diameter 4”) through manholes to the lift station (Pipe diameter 6”) then transfer by pumps to above ground septic tank (pipe diameter 8”).

Photo #3

Photo #1 Photo #2

Photo #4 ##5#5#5

RTC J-Bad Gender Integration New Female Barrack Mechanical Inspection Picture report/Supporting photos

Appendix-B-I 2 su

Photo #5 Photo #6

Photo #7

Location: Building # 105 Sewer Manholes All sewer manhole are connected to the north site of building # 105 the mention manhole connected to the lift station the distance between sewer manhole and lift station is 60 M the diameter of pipe is 8”

Photo #8

Through the lift station

RTC J-Bad Gender Integration New Female Barrack Mechanical Inspection Picture report/Supporting photos

Appendix-B-I 3

Photo #9 Photo #10

Photo #11

Location: Septic Tanks Above ground septic tank for Building # 105, G3 area (capacity was 50M3) which feed by lift station, and underground septic tank for G4 area which is feed by gravity (size 8.1x3M) but the depth was not possible to measure because it was full of sewer. The mention septic tanks haven’t any connection with each other.

Photo #12

RTC J-Bad Gender Integration New Female Barrack Mechanical Inspection Picture report/Supporting photos

Appendix-B-I 4

Photo #14

Photo #15 Photo #16

Location: Building # 870 well house, treatment area and Water Well in open area These two wells are connected with each other in treatment area which is located outside of building #

870. (Pipe size 2” type GI and PVC)

Photo #13

Location: Well house # 800 The well # 800 was not connecting to the other wells and treatment area (building 870) also it doesn’t have any treatment, its own in building 800. It goes direct to the elevated water tank first, then it distribute to the building # 105 and G4 area (Pipe diameter 2” type PVC and GI)

Building # 870 well house and treatment area Water Well in open area

RTC J-Bad Gender Integration New Female Barrack Mechanical Inspection Picture report/Supporting photos

Appendix-B-I 5

Photo #18 Photo #17

Location: Elevated Water tower #851 Capacity of elevated water tanks was 35 M3.

Appendix B II Electrical / Inspection Photography

RTC J-Bad Gender Integration New Female Barrack Electrical Inspection Picture report/Supporting Photos

Appendix B-II 1

Photo #1 Photo #2

Photo #3 Photo #4

Location: Generator House 901, generator# 5 and 6.

Report: Two 500 KVA prime rated power generator were in generator house 901, used day and night to provide electricity for classrooms and soldier barracks in J 3 area. Generator# 5 engine run time was 7380h36m and 1620start(s) and generator# 6 engine run time was 8093h26m and 1583starts. Approximately during one month ITT is responsible for generator maintenance, before ITT ANP themselves were responsible for servicing the generators. Current condition of the generators was not bad. ITT generators responsible person said before we come here the generators were in a very bad condition and now they taking care of the generators and its operations are normal. Generator Voltage rating is 400/220 V 50 HZ. The generators name plate data is: power factor 0.8 cos ȹ, phase 3, rated current prime 757 A and rated speed 1500 RPM. Total load on the generator is around 150 KW.

RTC J-Bad Gender Integration New Female Barrack Electrical Inspection Picture report/Supporting Photos

Appendix B-II 2

Photo #5 Photo #6

Location: Generator Shed 900.

Report: According to ANP head of engineering section the generators which were located in generator shed 900, have relocated to J 1 area and feeding the area during the night.

Photo #7 Photo #8

Location: Two 1250 KVA generators canopy.

Report: Area where two 1250 KVA generators are located.

RTC J-Bad Gender Integration New Female Barrack Electrical Inspection Picture report/Supporting Photos

Appendix B-II 3

Photo #9 Photo #10

Location: Two 1250 KVA generators canopy.

Report: There were two 1250 KVA prime rated power generators, one was operating properly and the other was damaged. Load on the generator# 2phases were not balanced. One phase shows 174A, but other shows 0.2A and the third phase shows 148A. Phase voltage was 395 V. total connected load on generator was 68.4 kW (85.5 KVA) in order that generator prime power was 1250 KVA hence there was 6.84 percent load on the generator. In standard we must have minimum 40% load on the generator or else the generator is getting damaged and consumes oil. Approximately during one month ITT is responsible for generator maintenance, before ITT ANP themselves were responsible for servicing the generators. Current condition of these generators was not good. There was oil leakage in generator# 2. Generator# 1 was damaged according to responsible person explanation it’s about 1 year that is damaged and not working. The active generator voltage was 395V 50HZ. Total load on the generator is around 68.4 KW. The generators name plate data is:

year of manufacture 2009, power factor 0.8 cosɸ, rated voltage 415/240 V, phase 3, rated current 1739 A, rated RPM 1500, maximum altitude 152.4 m, maximum ambient temperature 50 ˚C.

RTC J-Bad Gender Integration New Female Barrack Electrical Inspection Picture report/Supporting Photos

Appendix B-II 4

Photo #11 Photo #12

Photo #13 Photo #14

Location: Two 250 KVA generators.

Report: These two generators were shifted from generator shed# 900, one is damaged and the other one was operating during night and feeding J 1 buildings. Each has 250 KVA prime powers. During the inspection the generator was turned off. And we couldn’t verified its voltage ratings.

Location: Building 105 Main Panel Board.

Report: This was the building# 105 main panel boards, main breaker was 200A. Spare breaker was not available in the panel. According to ANP head of engineering explanation, that there was extra generator which was feeding building# 105 and now it does not exist at the site.