_Drawings_1_of_2.pdf

PDF 20 MB Posted Aug 12, 2019

Attached to: Replace Potable Water Wells and Install Raw Water Main Federal contract opportunity
Solicitation number: N4008519B4002
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This notice provides details for a forthcoming solicitation to replace potable water wells and install a raw water main at Marine Corps Air Station Cherry Point in North Carolina. The Navy intends to solicit fixed-price bids and award a contract to demolish four existing wells, construct three new wells, extend raw water mains and fiber optic lines to the new well sites, and complete related work. Interested small businesses must register in the System for Award Management to be eligible to bid. The solicitation will be posted on August 12th, with bids due by September 12th. It will be set aside for small businesses with a size standard of $36.5 million or less in average annual receipts. The contractor must provide all labor, equipment, and materials to complete the well and pipeline replacement project.

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Other files for this federal contract opportunity

Other files attached to Replace Potable Water Wells and Install Raw Water Main, newest first.
File	Type	Posted
N40085-19-B-4002-0001.pdf	PDF	Sep 9, 2019
_SpecsAsOne.pdf	PDF	Aug 12, 2019
_N40085-19-B-4002.pdf	PDF	Aug 12, 2019
_Drawings_2_of_2_.pdf	PDF	Aug 12, 2019

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2 3 4 5

MARINE CORPS AIR STATION - CHERRY POINT, NC

1 "=5 ooo· '

DESIGN ARCHITECT

DESIGN STRUCTURAL

DESIGN MECHANICAL

DESIGN ELECTRICAL

LOCATION MAP

1 "=1 000'

2 3 4

NOT TO SCALE

NAVFAC COMMAND

COMMANDER NAVFAC / B.L.T.L.

DESIGN CIVIL

DESIGN FIRE PROTECTION

INTERIOR DESIGN

GEOTECHNICAL

5000' 2500' 0 5000' 1 0000·

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1000' 500' 0

1 "= 1 ooo' r-wr-----'-

1000·

GRAPHIC SCALES

2000'

AECOM

AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www.aecom.com

APFROVED

ACTIVITY

FINAL DRAWINGS

S.:..TISFAClO�Y TO )ATE

CES KKPT DRW MLJ CHK MTB

PROJECT NO. 60537017

WO NO 6584536

CP CIC CP1 BE01 M

CONTR NJ. N62470-14-D-9016

sc,1.F AS NOTED

DATE JUNE 2018

CONSTR. CONTR. 1,0

NA'✓FAC ORA.WING \JJ

12757438

SHEET 1 OF 59

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AMEC E&I, Inc.

5710 OLEANDER DR

WILMINGTON, NC

(910) 452-1185

TEMPORARY TEST WELL BORING LOG

ame&

JOB NAME Potable Water Well S1udv LOCATION MCAS Cherrv Point

JOB NUMBER 6550-13-0008 GROUND ELEVATION TBD

BORING NUMBER TW-4 REFERENCE ELEVATION TBD

BORING DATE 1-0ct-13 AMEC REPRESENTATIVE Bill Mabie BOREHOLE DIA 4,0" DRILLING METHOD Mud Rotary

SAMPLE uses

SOIL DESCRIPTION

DEPTH (Feet) SYMBOL

0 • 10 Orange and gray clayey fine SAND wilh lrace organics - SC1-�-��------�-- -- - - - - ---------1

- 20 gray clay wilh fine SAND and shell hash - CL

- 30 SAA. - CL

• 40 SAA.

- 50 Greenish gray clay with fine SAND and some shells

• 60 Greenish gray CLAY with shell hash

• 70 S.A.A.

- CL

70 · 80 SAA.

80 · 90 SA.A.

90 - 100 SAA.

- CL

100 - 110 SAA. - CL

_ 110 -t- -- - - - - - - - --- - - - - - - --- - - - - - --i

120 Gray shell mold LIMESTONE and friable sandstone with shells - LS-SS

120 • 130 SAA. - LS-SS

130 • 140 SAA. - LS-SS

_ 140 • 150 SAA. - LS-SS

150 · 160 SAA. - LS-SS

t---- - - --- - --- ------------------1

· 170 Gray shell mold LIMESTONE wiih shells - LS

_ 180

- 180 SAA. - LS

- 190 SAA. - LS

_ 190 • 200 SAA.

200 • 210 SAA.

210 · 220 SAA.

220 • 230 SAA.

_ 230 - 240 SAA.

_ 240 - 250 SAA.

250 - 260 SAA.

260 · 270 Gray shell mold LIMESTONE with shells and fine sand 270 - 280 Gray shell mold LIMESTONE with shells and litile fine sand 280 • 290 Boring terminated at 285 feet 290 - 300

NOTES: Mud loss between 255-260 feet SAA.: Same as above LS: limestone SS: Sandstone

Samples were collected using a mesh basket to c;:itcti cuttings from drilling mud return.

Following borehole advancement, TW-4 was togged using a geophysical gamma logger.

Soil descriptions based on interpretation of cuttings recovered from drilling mud return.

Prepa-ed by: OLM 10/28/13 Checked by: BW Jones 1212113

Depth inteNals determined by the amount of rod length (in feet) in the ground and are approximate.

WELL #34 BORING LOG

- LS

AMEC E&I, Inc.

5710 OLEANDER DR

WILMINGTON, NC

(910) 452-1185 ame&

TEMPORARY TEST WELL BORING LOG

JOB NAME Potable Water Well Studv LOCATION

JOB NUMBER 6550-13-0008 GROUND ELEVATION

BORING NUMBER TW-5 REFERENCE ELEVATION

BORING DATE 7-0ct-13 AMEC REPRESENTATIVE

BOREHOLE DIA 4.0" DRILLING METHOD

SAMPLE

DEPTH (Feet) 0 - 10 Topsoil, some fine sand, gray CLAY 10 - 20 Gray CLAY with white shell hash 20 · 30 Gray fine SAND with shell hash and clay

SOIL DESCRIPTION

30 - 40 Gray CLAY with shell hash. Fine sand in upper 40 • 50 Gray/green CLAY with small amount o1 shell r,ash

MCAS Cherrv Point

TBD

Davis Mciver Mud Rotarv

50 • 60 Gray/green CLAY, shell hash, sandy CLAY with well-rounded coarse sand 60 • 70 Gray/green sandy CLAY with well-rounded coarse sand, some shell hash

70 - 80 SAA

80 - 90 Green/gray sandy CLAY with gravel and well-roundec quartz nodes �5mm 90 - 100 Green/gray CLAY with sand 100 • 110 Greenlgray CLAY

110 · 120 SAA

120 • 130 Rig chatter at 120 feet Gray shell mold LIMESTONE and SANDSTONE 130 - 140 Gray SANDSTONE, LIMESTONE, quartz nodes �2mm present as coarse sand 140 - 150 Gray shell mold LIMESTONE, coarse sand 150 - 160 White/gray shell mold LIMESTONE, coarse sand and shell !rags 160 - 170 While/gray shell 1rags, clayey SAND, shell mold LIMESTONE 170 • 180 White/gray coarse sand-sized shell mold LIMESTONE with some shell !rags 180 - 190 While/gray medium lo coarse shell mold LIMESTONE 190 • 200 White/gray, fine to coarse shell mold LIMESTONE, shell frags 200 • 210 White/gray, fine to coarse shell mold LIMESTONE with shell frags and clay

• 220 Gray/while tine to medium shell mold LIMESTONE

• 230 SAA.. small amount of sand

· 240 SAA.

_ 240 · 250 SAA.

250 - 260 SAA.

260 · 270 SAA

270 • 280 Boring terminated at 275 feet 280 - 290

290 - 300

NOTES: Loss of water at 265-270 feet

SAA.: Same as above LS: Limestone SS: Sandstone

Prepared by: OLM 10128/13 Checked by: SW Jones 12/2/13

Samples were collected using a mesh basket to catch cuttings from drilling mud return.

Following borehole advancement, TW-5 was logged using a geophysical gamma logger.

Soil descriptions based on interpretation of ruttings recovered from drilling mud return.

Depth intervals delermined by ihe amount of rod length (in feet) in the ground and are approximate.

WELL #35 BORING LOG

FINAL

GEOLOGICAL REPORT

POTABLE WATER WELLS STUDY

MARINE CORPS AIR STATION CHERRY POINT

Contract No. N40085-10-D-3560 Deliver Order 0029

Security Classifipation: Unclassified AMEC Project 6550130008

Prepared for:

Eric J. Frank, PE

NAVFAC Mid Atlantic RO1CC Cherry Point

163 Curtis Road PSC Box 8006

Cherry Point, NC 28533-0006

24 February 2014

Submitted by:

AMEC Environment & Infrastructure, Inc

571 O Oleander Drive, Suite 11 O Wilmington, NC 28403

(910) 452-1185

This Final Geological Report for the above subject delivery order was produced under the direction of the assigned Project Manager and reviewed by a Senior Hydrogeologist.

---1

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SYMBOL

- SC

- CL-shell hash

- SC

- CL-shell hash

- CL

- CL-SC

- SC

- CL

- LS-SS

- SS-LS

- LS-SP

- SC-LS

- LS

AMEC E&I, Inc.

5710 OLEANDER DR

WILMINGTON, NC

(910) 452-1185 amec!J

JOB NAME

JOB NUMBER

BORING NUMBER

BORING DATE

BOREHOLE DIA

SAMPLE

DEPTH (Feel)

TEMPORARY TEST WELL BORING LOG

Potable Water Well Studv LOCATION MCAS Cher,v Point

6550-13-0008 GROUND ELEVATION TBD

TW-8 REFERENCE ELEVATION TBD

14-0ct-13 AMEC REPRESENTATIVE Davis Mciver 4,0" DRILLING METHOD Mud Rotarv

SOIL DESCRIPTION

0 • 10 Orange, gray sandy CLAY - CL 10 • 20 Gray sandy CLAY - CL uses

SYMBOL

20 • 30 Gray CLAY with shell hash - CL-shell hash 30 • 40 Gray clayey SANO with shell hash - CL-shell hash 40 • 50 Green/gray CLAY with shell hash - CL-shell hash 50 • 60 Dark green CLAY with shell hash - CL-shell hash 60 - 70 SAA. - CL-shell hash1-- --------- - - - - - - - -- ----- - - - - ---1 70 - 80 Rig chatter at 75 1eet Gray fine to medium shell mold LIMESTONE with shell hash; green clay in lower - LS-shell hash 80 - 90 Dark green CLAY with shell hash; some well rounded quartz nodes �1 mm - CL 90 • 100 Dark green CLAY with shell hash; medium shell mold limeslone in lower 100 • 110 Gray/while, fine to medium shell mold LIMESTONE and shell hash 110 - 120 Gray/white/black, fine to medium shell mold LIMESTONE and shell hash with clay; fine sand in lower 120 • 130 Gray fine SANO 'Mth clay and shell hash 130 - 140 Gray/while, fine to medium shell mold LIMESTONE with shell frags and fine sand, some clay 140 - 150 S.AA with fine to coarse sandstone pieces

_ 150 • 160 SAA. with fine to medium sandstone pieces; white, gravel-sized shell 1rags in lower 160 - 170 White, coarse shell frags with medium to coarse sandstone pieces

- 180 White, fine to coarse shell !rags. 170

180 -

190 Gray/white, fine to medium shell mold LIMESTONE, shell !rags, sandstone pieces 190 - 200 SAA Light gray CLAY present in lower 200 - 210 Light gray, line to medium shell mold LIMESTONE 210 - 220 Light gray, line to coarse shell mold LIMESTONE 220 - 230 Light gray, line to medium shell mold LIMESTONE, some shell !rags

230 • 240 SAA

240 - 250 Light gray, line to r.oarse shell mold LIMESTONE with shell !rags 250 - 260 Light gray, fine to coarse shell mold LIMESTONE with shell trags and light gray clay. Fine sand in lower 260 - 270 Light gray fine SAND with some medium LIMESTONE pieces present 270 - 280 Light gray fine SANO with fine to medium LIMESTONE, some shell !rags 280 - 290 SAA Gray/black fine SANDSTONE pieces s2mm. Boring terminated at 290 feet 290 • 300

NOTES:

S.A.A.: Same as above LS: Limestone SS: Sandstone Samples were collected using a mesh basket to catch cuttings from drilling mud return Following borehole advancement. TW -8 was logged using a geophysical gamma logger.

Soil descriptions based on interpretation of cuttings recovered from drilling mud return.

Prepared by: DLM 10/28113 Checked by: BW Jones 1212113

Depth intervals determined by the amount of rod length (in feet) in the ground and are approximate.

WELL #42 BORING LOG

- CL

- LS

- LS-shell hash

- SP-SC

- LS

- shell

- LS

- SP-LS

THE GEOPHYSICAL INFORMATION PROVIDED HERE IS FOR REFERENCE ONLY.

THIS INFORMATION WAS PROVIDED IN THE REPORT "FINAL GEOLOGIC

REPORT POTABLE WATER WELLS STUDY," PREPARED BY AMEC AND DATED

FEBRUARY 24, 2014. THE REPORT COMPRISES RESULTS .�ND

RECOMMENDATIONS FROM A TEST WELL PROGRAM WHICH PRECEDED THE

CURRENT PRODUCTION WELL PROJECT.

AE'COM

AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www.aecom.com

APPROVED

i\CTVITY

FINAL DRAWINGS

SATISFA:TORY TO DATE

.�/E INFC

DES XXX I CRW XXX I CHK XXX

P<OJECT '°· 60537017

WO NO 6584536

c0 NO CP18E01 M

--c--c-=·--cc CllflR NO N62470-14-D-9016

S'.::ALE:

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JOINT RESTRAINTS:

ALL FITTlNGS SHALL HAVE RESTRAINED TYPE JOINTS.

IN ADDITION TO RESTRAINED JOINTS AT flffiNGS, THE FOLLOWING MINIMUM

LENGTI-IS OF PIPE SHALL BE PROVIDED WITH RESTRAINED JOINTS ON EACH

SIDE OF THE FITTING, UNLESS 011-IERWISE SPECIFIED. RESTRAINED JOINT

LENGTI-1 CALCULATED FOR PVC PIPE.

HORIZONTAL FITTINGS (DUCTILE IRON):

ALL TEES (EACH DIRECTION} 20 FEET

12" 90 DEGREE BEND: 55 FEET

8" 90 DEGREE BEND: 40 FEET

6" 90 DEGREE BENO: 31 FEET

12" 45 DEGREE BEND: 23 FEET

8" 45 DEGREE BEND: 17 FEET

6" 45 DEGREE BEND: 13 FEET

8" 22.5 DEGREE BEND: 20 FEET

CONSTRUCTION SEQUENCE

GENERAL

1. OBTAIN ANY OUTSTANDING PERMITS AND PLAN APPROVALS.

NEW WORK NOTES:

1. INSTALL PROPOSED WELL NOS. 34, 35, AND 42 WITH RAW WATER TRANSMISSION MAINS INDICATED. CONNECT TO TI-IE RAW WATER TRANSMISSION MAINS BEING INSTALLED BY OTHERS AS PART OF THE P-193 PROJECT AS SHOWN ON SHEETS C301 AND C30B. SEE WELL DETAILS ON SHEETS C502 AND C503 AS WELL AS STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL SHEETS.

2. SEE PIPE TRENCH DETAIL ON C504 FOR PIPE BEDDING FOR RAW WATER TRANSMISSION LINES.

3. SEE SPECIFlCATION SECTION "WORK RESTRICTIONS" FOR SPECIAL SCHEDULING / WORK REQUIREMENTS FOR WORK

IN 11-IIS AREA.

4. FOR ALL GRAVEL ROADS DISTURBED BY CONSTRUTION:

4.1. RESTORE TD EXISTING OR BETTER CONDITION AFTER CONSTRUCTION.

4.2. FINISHED GRADES SHALL MATCH EXISTING, UNLESS INDICATED 011-IERWISE.

4.3. PROVIDE B INCHES MINIMUM OF GRAVEL SURFACE MATERIAL (NCDOT SIZE NO. CABC STONE} TD 12 INCHES

BEYOND TI-IE LIMITS OF EXCAVATION (TRENCH WIDTH). COMPACT STONE TO 100 PERCENT OF ASTM D1557 MAXIMUM DENSITY OVER A SUBGRADE COMPACTED TO 95 PERCENT OF ASTM D1557 MAXIMUM DENSITY.

5. FOR ALL BITUMINOUS SURFACED ROADS DISTURBED BY EXCAVATION:

5.1. FINISHED GRADES SHALL MATCH EXISTING, UNLESS INDICATED 011-IERWISE.

5.2. PROVIDE PATCHING OF PAVEMENT IN ACCORDANCE Will-I BITUMINOUS PAVEMENT PATCH DETAIL ON SHEET

C504.

6. PROVIDE A METAL SWING GATE AT EACH NEW WELL HOUSE ACCESS ROAD, SEE DETAIL ON SHEET C503.

7. PROVIDE UTILITY MARKERS PER DETAIL B2/C504 FOR ALL RAW WATER MAINS.

B. ALL ROAD CLOSURES ARE CONSIDERED OUTAGES AND SHALL REQUIRE CONTRACTOR NOTIFlCATION TO TI-IE BASE

FIFTEEN ( 15) DAYS PRIOR TO THE PLANNED OUTAGE.

9. UPON ISSUANCE OF TI-IE AUTHORIZATION TO CONSTRUCT (ATC) FROM PWSS, TI-IE WELL

PUMPS AND REMAINDER OF THE SYSTEM MAY BE CONSTRUCTED.

2. CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) PRIOR TO

CONSTRUCTION.

SITE CONSTRUCTION

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND NEW CULVERTS. PROVIDE INLET

PROTECTION.3. HOLD PRE-CONSTRUCTION CONFERENCE WITH ENVIRONMENTAL AFFAIRS OFFICER AT LEAST

ONE WEEK PRIOR TO STARTING CONSTRUCTION. CONTACT THE ENVIRONMENTAL AFFAIRS

DIVISION (EAD) AT 252-466-5151.

4. MINIMIZE TI-IE AMOUNT OF DISTURBED LAND DURING CONSTRUCTION. PROVIDE GROUNDCOVER

(TEMPORARY OR PERMANENT) TO DISTURBED AREAS WITI-IIN 7 CALENDAR DAYS FOR SLOPES

3: 1 OR GREATER. PROVIDE GROUNDCOVER WITI-IIN 14 CALENDAR DAYS ON DISTURBED AREAS

WITH SLOPES LESS THAN 3:1. THESE TIME RESTRICTIONS FOR GROUNDCOVER ARE

APPLICABLE TO ALL PHASES OF CONSTRUCTION. MAXIMUM AREA OF DISTURBED LAND AT ANY

TIME DURING CONSTRUCTION SHALL BE LIMITED TO 10,0 ACRE$ OR LESS.

5. PROVIDE PERMANENT GROUND COVER (SEEDING/MULCHING) WITHIN 15 CALENDAR DAYS ON

ALL AREAS THAT HAVE BEEN FINAL GRADED.

6. PROVIDE TEMPORARY SEEDING AND MULCHING ON ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES NOT COVERED BY PAVEMENT OR OTHER PERMANENT STABILIZATION.

7. COORDINATE INSTALLATION OF TEMPORARY EROSION MEASURES WITH THE CONSTRUCTION OF

PERMANENT EROSION AND SEDIMENT DEPOSITION MEASURES. INSPECT MEASURES PER THE

EROSION AND SEDIMENT CONTROL NOTES.

8. REMOVE TEMPORARY EROSION CONTROL MEASURES PER THE EROSION AND SEDIMENT

CONTROL NOTES.

WF) I CONSTRUCTION SEQUENCE

1. GENERAL CONTRACTOR (GC) SHALL SUBMIT THE WELL CONTRACTOR'S INFORMATION TO RANDY

SIPE Will-I THE WASHINGTON REGIONAL OFFICE OF THE DIVISION OF WATER RESOURCES, BY

EMAIL TO RANDY.SIPEONCDENR.GOV. CONTACT PHONE NUMBER IS 252-948-3849.

2. WELL CONTRACTOR SHALL DRILL TEST WELLS, CONDUCT ALL REQUIRED TIESTS, AND PROVIDE

TI-IE RESULTS OF TI-IE FOLLOWING ITEMS TO AECOM.

a. BACTERIAL ANALYSIS

2. CLEAR AND GRUB AS NEEDED TO ACCESS PROPOSED WELL LOCATIONS AND INSTALL EROSION

AND SEDIMENT CONTROL (E&SC) MEASURES, OR GRAVEL CONSTRUCTION ENTRANCES.

3. INSTALL SILT FENCE AND REMAINING E&SC MEASURES.

4. DRILL TEST WELLS AND FOLLOW SEQUENCE AS OUTLINED IN WELL CONSTRUCTION SEQUENCE.

5. IF WELL SITE IS SATISFACTORY, CLEAR REMAINDER OF SITE AS NEEDED, AND PERFORM

ROUGH GRADING.

6. COORDINATE CONSTRUCTION OF RAW WATER MAINS WITI-IIN WELL SITE.

7. PREPARE WELL HOUSE AND GENERATOR SUBGRADE IN PREPARATION FOR WELL HOUSE

CONSTRUCTION.

B. CONSTRUCT WELL HOUSE AND INSTALL GENERATOR.

9. PERFORM FlNAL GRADING AND CONSTRUCT FlNAL GRAVEL DRIVEWAY.

10. INSTALL METAL SWING GATE.

11. STABALIZE ALL DISTURBED AREAS AND REMOVE E&SC MEASURES ONCE A GOOD STAND

OF GRASS IS PRESENT AND APPROVED BY CONTRACTING OFFICER.

RAW WATER MAIN CONSTRUCTION

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND NEW CULVERTS. PROVIDE INLET

PROTECTION.

2. CLEAR AND GRUB RAW WATER MAIN CORRIDOR.

3. INSTALL SILT FENCE AND OTHER E&SC MEASURES.

4. CONSTRUCT AND TEST RAW WATER MAIN IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND

COORDINATE WITH WORK AT WELL SITES.

·\ 5. STABALIZE ALL DISTURBED AREAS AND REMOVE E&SC MEASURES ONCE A GOOD STAND OF

b. NEW WELL INORGANIC CHEMICAL ANALYSIS

c. RADIOLOGICAL ANALYSIS

d. VOLATILE ORGANIC COMPOUND ANALYSIS

e. SYNTHETIC ORGANIC COMPOUND ANALYSIS

f. FORM GW-1, WELL CONSTRUCTION RECORD

g. 24 HOUR WELL YIELD AND DRAWDOWN REPORT

3. WELL DRILLER SHALL SUBMIT A COPY OF THE WELL CONSTRUCTION RECORD (GW-1)

DIRECTLY TO NCDEQ WITHIN 3D DAYS OF COMPLETION OF CONSTRUCTION BY MAILING TO:

ENVIRONMENT & NATURAL RESOURCES

ATTN: INFORMATION 1.4ANAGEMENT

1617 MAIL SERVICE CENTER

RALEIGH, NC 27699-1636

4. AECOM SHALL EVALUATE TI-IE PUMP REQUIREMENTS AGAINST PROVIDED DATA FROM THE WELL CONTRACTOR AND PROVIDE THE GC Will-I REVISED PUMP REQUIREMENTS IF NEEDED.

5. GC SHALL SUBMIT THE PUMP AND MOTOR SHOP DRAWINGS FROM REVIEW TO AECOM.

6. UPON SHOP DRAWINGS APPROVAL, THE WELL CONTRACTOR MAY CONVERT TI-IE TEST WELL

INTO A FINAL WELL, AND THEN CAP THE WELL THE CONSTRUCTION OF THE FlNAL WELL

MUST BE DONE UNDER TI-IE OBSERVATION OF THE AECOM ENGINEER.

"' 7. AECOM SHALL PREPARE TI-IE ENGINEER'S CERTIFICATION OF WELL CONSTRUCTION.

8. ALL DOCUMENTS LISTED IN TI-IE TENTATIVE NCDEQ PUBLIC WATER SUPPLY SECTION (PWSS)

APPROVAL SHALL BE PROVIDED TO TI-IE CONTRACTING OFFICER FOR REVIEW AND SUBMITTAL

TO PWSS.

GRASS IS PRESENT.

WELL ABANDONMENT SEQUENCE

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND E&SC MEASURES.

2. COORDINATE WITH CONTRACTING OFFICE ON ITEMS TO BE RELOCATED OR PRESERVED.

3. PERFORM WELL ABANDONMENT IN ACCORDANCE WITH SPECIFlCATIONS AND STATE REGULATORY

REQUIREMENTS.

4. DEMOLISH WELL HOUSES AND ANY INDICATED APPURETENANCES AS SHOWN ON PLANS.

5. STABAIJZE ALL DISTURBED AREAS AND REMOVED E&SC MEASURES.

500' 250' 0 500' 1 000'

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AECOM TECHNICAL SERVICES INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www.aecom.com

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ACTl'/ITY

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J�TISF,\CTOF:Y TJ [•ME

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'llOJECT IJQ 60537017

NO. IIO 6584536

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www.aecom.com(919) 461-1100

AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

WELL #34 RAW WATER MAIN PROFILE

C101

20.0

25.0

15.0

30.0

20.0

25.0

15.0

30.0

CONTROL MEASURES:

EROSION & SEDIMENT

WORK NOTES:

NOTE:

SITE PREPARATION NOTE:

STORM DRAIN NOTE:

M E

A D

O W

R K

O A

AutoCAD SHX Text

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PROPOSED 6" RJ PIPE, DIP

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AutoCAD SHX Text 10'

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AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1"=20'

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SCALE: 1" = 20'

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MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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JANUARY 2019

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AutoCAD SHX Text 60537017

AutoCAD SHX Text 6584536

AutoCAD SHX Text N62470-14-D-9016

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NORTH CAROLINA IPT

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MARINE CORPS BASE - CAMP LEJEUNE, NORTH CAROLINA

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CP18E01M

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PROJECT NO.

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WO. NO

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CP NO.

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CONTR. NO.

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DEPARTMENT OF THE NAVY

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AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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SCALE:

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SHEET

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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SEAL

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A/E INFO

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DATE:

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SEAL

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FINAL DRAWINGS

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NAVFAC DRAWING NO.

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CONSTR. CONTR. NO.

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100' WELL RADIUS

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HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2'

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HORIZONTAL SCALE

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WELL #34 PLAN AND PROFILE

AutoCAD SHX Text 12757442

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AS NOTED

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KKPT

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KKPT

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XXX

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SEE SHEET C307 FOR RAW WATER MAIN

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OSS

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CIP

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LIMITS OF CLEARING/DISTURBANCE

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NO CHEMICAL TREATMENT OF WELL HOUSE FOUNDATIONS WILL BE ALLOWED.

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OSS

AutoCAD SHX Text SEE WELL HOUSE AND GENERATOR PAD SITE PREPARATION DETAIL AND SITE PREPARATION NOTES ON C503.

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CIP

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CLEAR AND GRUB WITHIN LIMITS OF CLEARING

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WELL BUILDING, SEE SHEET C501

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PREPARE GENERATOR PAD, SEE SHEETS C503 & S102

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GRAVEL DRIVE (10' WIDE), SEE C503/A1. MAINTAIN 15" COVER OVER 15" RCP.

AutoCAD SHX Text TOPSOIL & SEED ALL AREAS WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT OCCUPIED BY BUILDING OR PAVEMENT, SEE C701

AutoCAD SHX Text

TEMPORARY SEDIMENT FENCE (SEE SHEET C702/C1)

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TEMPORARY CONSTRUCTION ENTRANCE (SEE SHEET C702/C2)

AutoCAD SHX Text

TREE PROTECTION FENCE (SEE SHEET C702/A1)

AutoCAD SHX Text

OUTLET STABILIZATION STRUCTURE (SEE SHEET C703/C4)

AutoCAD SHX Text

CULVERT INLET PROTECTION (SEE SHEET C702/A4)

AutoCAD SHX Text

METAL GATE, SEE A3/C503

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CLASS V RCP STORM DRAIN. SEE NOTE BELOW.

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INSTALL 24 LF OF 15" CLASS V RCP. SLOPE @ 1.0%.

AutoCAD SHX Text 2'

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AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1"=2'

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VERTICAL SCALE

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SEE SHEETS E103 AND E301 FOR PROPOSED FIBER OPTICS AND UNDERGROUND ELECTRIC

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6" GATE VALVE W/ BOX ROD TO TEE

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6" RJ DUCTILE IRON PIPE FROM WELL HOUSE TO MAIN LINE

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CD WELL BUILDING, SEE SHEET C501

0 PREPARE GENERATOR PAD, SEE SHEETS C503 &

S102

©GRAVEL DRIVE (10' WIDE), SEE C503/A1

� TOPSOIL & SEED ALL AREAS WITHIN THE LIMITS

� OF DISTURBANCE THAT ARE NOT OCCUPIED BY

BUILDING OR PAVEMENT, SEE C701

0 METAL GATE, SEE A3/C503

EROSION & SEDIMENT

CONTROL MEASURES:

® TEMPORARY SEDIMENT FENCE (SEE SHEET C702/C1)

® SILT FENCE OUTLET

@ TEMPORARY CONSTRUCTION ENTRANCE (SEE SHEET C702/C2)

® TREE PROTECTION FENCE (SEE SHEET C7D2/ A 1)

@ouTLET STABILIZATION STRUCTURE (SEE SHEET C703/C4)

@cuLVERT INLET PROTECTION (SEE SHEET C702/A4)

SITE PREPARATION NOTE:

SEE WELL HOUSE AND GENERATOR PAD SITE

PREPARATION DETAIL AND SITE PREPARATION

NOTES ON C503.

NOTE:

NO CHEMICAL TREATMENT OF WELL HOUSE

FOUNDATIONS WILL BE ALLOWED.

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M.E. (26.73±)

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\ .®<6.5 I

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1+00

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HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2'

30.0

25.0

20.0

15.0

1+50

1 OD' WELL RADIUS

VERTICAL SCALE

HORIZONTAL SCALE

2· 1 • 0 2' 1 "=2'

20' 1 o' 0 20'

1 "=20'

GRAPHIC SCALES

40'

SEAL

AS'COM

AECOM TECHNICAL SERVICES, INC

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 W'II/\A'.aecom.com

APP�ov::c, FINAL DRAWINGS

SATISFACTOFY TJ 1:,n-

A/E INFO

DES KKPT DSN KKPT CHK XXX

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CP ND CP18E01M

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DATE JUNE 2018

CONSTN. CO�ITR. NO

N.\\IFAC DRAWING NO.

12757443

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C102

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36" ii

12"

- Mlti.

\_PROPOSED 6" RJ PIPE DIP

0+00 1+00

WELL #42 RAW WATER MAIN PROFILE

HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2'

30.0

25.0

20.0

15.0

1+50

WELL RADIUS

I•

WORK NOTES:

CJ) CLEAR AND GRUB WITHIN LIMITS OF CLEARING

CI) WELL BUILDING, SEE SHEET C501

0 PREPARE GENERATOR PAD, SEE SHEETS C503 &S102

G)GRAVEL DRIVE (10' WIDE), SEE C503/A1

� TOPSOIL & SEED ALL AREAS WITHIN THE LIMITS

� OF DISTURBANCE THAT ARE NOT OCCUPIED BY

BUILDING OR PAVEMENT, SEE C701

(DMETAL GATE, SEE A3/C503

EROSION & SEDIMENT

CONTROL MEASURES:

® TEMPORARY SEDIMENT FENCE (SEE SHEET C702/C1)

® SILT FENCE OUTLET

@ TEMPORARY CONSTRUCTION ENTRANCE (SEE SHEET C702/C2)

® TREE PROTECTION FENCE (SEE SHEET C702/ A 1)

@ouTLET STABILIZATION STRUCTURE (SEE SHEET C703/C4) @cuLVERT INLET PROTECTION (SEE SHEET C702/A4)

SITE PREPARATION NOTE:

SEE WELL HOUSE AND GENERATOR PAD SITEPREPARATION DETAIL AND SITE PREPARATION NOTES ON C503.

NOTE:

NO CHEMICAL TREATMENT OF WELL HOUSEFOUNDATIONS WILL BE ALLOWED.

VERTICAL SCALE 2' 1 '

1 "=2'

20' 10'

2' 4'

20· 40'

HORIZONTAL SCALE 1 "=20' �-�-111111111111111111111111111111111�----

GRAPHIC SCALES

: : SEAL • 5

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AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919)461-1100 www.aecom.com

APl'KlVUl

ACTIVITY

FINAL DRAWINGS

SAllSFACTCR'( TO DAE

DES KKPT DRW KKPT CHK XXX

PROJEC[ NO 60537017

WC NO 6584536

CP ISO CP18E01M

CON[P. NO N62470-14-D-9016

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SCALE: 1" - 20'

4 I

NOTES:

1 ' THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING

16" RAW WATER MAIN AND VERIFY THE SIZE AND

MATERIAL

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1+00 2+00 3+00 4+00

WELL #34 & 35 RAW WATER MAIN PROFILE

VERTICAL SCALE

HORZ. SCALE: 1" - 20' VERT. SCALE: 1" - 2'

HORIZONTAL SCALE

5+00

2' 1 ' 0

1 "=2'

20' 1 o' 0

1 "=20'

30.0

25.0

20.0

15.0

20'

GRAPHIC SCALES

1 I 2 I 3 I 4 I 5

40'

<;FAL

AECOM

AECOM TECHNICAL SERVICES, INC

1600 PE RMI METER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www aecom.com

P.PPFO'✓ED

FINAL DR<\WINGS

S/\llSFACTCRY TO D�E

A/E INFO

DES KKPT I DRW KKPT I CHK R<\B

PROJECT NO 60537017

WO. NO 6584536

CP 110. CP18E01M

rnn NO N62470-14-D-9016

SCALE AS NOTED

DATE JUNE 2018

CONSTR. CO�'TR. NC

1-.JAVFAC DRAWlr-.JG NO

12757445

SHEET 8 OF

C301

C ro

:;' B u 0 n

V :0

C, 30.0

25.0

20.0

15.0

1 I 2 I

3 I 4 I 5

LIMITS OF DISTURBANCE

WELL #34 & 35 RAW WATER MAIN PLAN

SCALE: 1" - 20'

I -11-- -- - - - - - ---+--- - ----- ---t-- - ------ ---+- ----- - - - - -+--------------t-, ---- -- -+------ - - - - - -t- -- - ---- -----t--- --- - - - -- --i--------- - ---------11--i

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MIN. 36" COVER

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5+00 6+00 7+00 8+00 9+00 10+00

2· 1 ' 0

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('I')

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WELL #34 & 35 RAW WATER MAIN PROFILE

VERTICAL SCALE

HORIZONTAL SCALE

20· 1 o· o 20· 40•

HORZ. SCALE: 1" - 20' VERT. SCALE: 1" - 2'

1 "=20' l""""'liiiiiiii�-111111111111111111111111111111111111111

G RAP HI C SCALES

1 I 2 I 3 I 4 I 5

'SEAL

AE'COM

AECOM TECHNICAL SERVICES, JNC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 'IJ\r\W.aecom.com

APPRD\'ED

ACTIVTY

FINAL DRAWINGS

[,ES KKPT I DRW KKPT I CHK

PROcECT NO 60537017

WO. NJ 6584536

CR '"- CP18E01 M

A/E INFO

RAB

CONTR. N:). N62470-14-D-9016

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CONSTR GOlrP. IW.

NA'v'FAC DRAWING NO

12757446 Sl·l[[T 9 or 59

C302

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20.0

15.0

1 I 2 I 3 I t t

LIMIT S OF DIS TURBA NCE

WELL #34 & 35 RAW WATER MAIN PLAN --

SCALE: 1" - 20'

w i w I cij

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13+00 14+00

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30.0

25.0

20.0

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WELL #34 & 35 RAW WATER MAIN PROFILE

20' 1 o· o 20'

40"

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VERTICAL SCALE

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GRAPHIC SCALES

1 I 2 I 3 I 4 I 5

SEAL

AECOM

AECOM TECHNICAL SERVICES, INC

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919)461-1100 wv.w.aecom.com

Af'FROVEO

12729092

ACTIVfTY

FINAL DRAWINGS

S�T,SFAClO?l -o )t.TE

CES KKPT I CRW KKPT I CHK

PRO,leiCI NO 60537017

WO ND 6584536

CP NO. CP18E01 M

'v'E INFO

RAB

CONTR. ND. N62470-14-D-9016

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DATE JUNE 2018

CONSTR. corHR. NO

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WELL #34 & 35 RAW WATER MAIN PLAN

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20+00

2' 1' 0

VERTICAL SCALE 1 "=2'

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30.0

25.0

20.0

15.0

20'

GRAPHIC SCALES

1 I 2 I 3 I 4 I 5

40'

$CAL

AS'COM

AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www.aecom.com

APPOOVEJ

AClMT:

FINAL DRAWINGS

SIITISFACfOR" TO DATE

A/E IWO

DES KKPT DRY/ KKPT I CHK RAB

CROJECT NO 60537017

>O NO 6584536

CP ''° CP18E01M

CONTR. NO N62470-14-D-9016

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4 I

NOTE: CONTRACTOR TO ENSURE NO

INTERME

D IATE HIGH POINTS BETWEEN /l,IR

RELEASE VALVE ASSEMBLIES.

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20+00 21+00 22+00 i

23+00

WELL #34 & 35 RAW WATER MAIN PROFILE

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24+00

VERTICAL SCALE

HORIZONTAL SCALE

25+00

2' 1 ' 0

1 "=21

1 O' 0

30.0

25.0

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1 I 2 I 3 I 4 I 5

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AECOM

AECOM TECHNICAL SERVICES, INC

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www.aecom.com

APPRO\IED

ACTIVITY

FINAL DRAWINGS

SliTISF/\CTORY TO D/\TE

A/E IN,0

DES KKPT I ORW KKPT I CHK RAB

PROJECT NO 60537017

W,J NO 6584536

=---------1

CP NO CP1 BE01 M

CONTR NO N62470-14-D-9016

SCP.LE: AS NOTED

DATE JUNE 2018

CO�JSTR. CONTR. NO

tlAVFil.C DRP.\lvlNG NC

12757449

SHEET 12 OF 59

C305

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SCALE: 1" = 20'

36" COVER

EX. GRADE

-- - - - - -- -- L ----

� PROPOSED 8" PVC C9O0 I

RAW WATER MAIN

I 27+00 28+00

WELL #34 & 35 RAW WATER MAIN PROFILE

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2 3

29+00

30.0 --t---

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GRAPHIC SCALES

40' z 0 " 0.

SEAL

AS'COM

AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 275o0 {919)461-1100 www.aecom.com

A/E WO

/\PPROVEJ

ACII\IW

FINAL DRAWINGS

DES KKPT ORV/ KKPT CHK RAB

FROJECT NJ. 60537017

WO. NO 6584536

CP NO. CP18E01 M

CON'R. NO N62470-14-D-9016

AS NOTED

JUNE 2018

CCNSTR. C:)\JTR. ND

NAVFAC CPA'Nlr-.C NO

12757450

SHEET 13 JF

C306

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30.0

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15.0

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11.25" BEND, RJ

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BENDS, RJ

8" 22.5' BENDS, RJ

(ROTATE AS NEEDED)

LIMITS OF CLEARING/

DISTURBANCE

SEE SHEET E301 FOR

UNDERGROUND

ELECTRIC AND FIBER

OPTIC LINES

8" PVC RAW WATER

MAIN

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LIMITS OF CLEARING/

DISTURBANCE

I I

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-\if-

Al, PSHEET C 101 FOR SITE

- "'AND PIPING DETAIL�, 10,

-- ·01�

�I 11 �-

AIR RELASE VALVE

ASSEMBLY (B1/C504 )

STA. 33+75±

8"X6" TEE, RJ

8" GATE VALVE W/

BOX, RJ

WELL #34 & 35 RAW WATER MAIN PLAN

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\_ 8'' w

� I

•.-�·I • a w

OPEN CUT MEADOW

LARK ROAD

6" BLOW OFF

ASSEMBLY. SEE DETAIL

A2/C505

CAP, RJ

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VERTICAL SCALE 7 "=2'

WELL #34 & 35 RAW WATER MAIN PROFILE 20'

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HORIZONTAL SCALE 1 "=20'

30.0

25.0

20.0

15.0

1 ' 0 2·

1 o· 0 20'

GRAPHIC SCALES

1 2 3 4 5

40'

SEAL

A:COM

AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www.aecom.com

A/E NF"O

APPROVED

ACTIVIT!

FINAL DRAWINGS

�lffACICR'/ 10 DAT=

DES KKPT DRW KKPT CHK RAB

PROJECT NO 60537017

WC. NO 6584536

CP Nn CP18E01t.4

CONTR. NO N62470-14-D-9016

CI-�

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NAY:'.AC C,RAvVING NO

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SHEET 14 DC

C307

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1 I 2

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3 I

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MAIN

'-- LIMITS OF CLEARING/

DISTURBANCE

I 5

- .....J. •

AIR RELASE VALVE I� ASSEMBLY (B1 /C504)

I� STA. 4+91±

NOTES:

CONTRACTOR SHALL COORDINATE WITH CONTRACTING

OFFICER TO TAKE EXISTING 12'' RAW WATER MAIN OUT OF

SERVICE IN ORDER TO MAKE CONNECTION. PROVIDE

CONTRACTING OFFICER 7 DAYS NOTICE AHEAD OF

DESIRED TIE-IN DATE.

RAW WATER

CONNECT TO EX. 12"

MAIN WITH 12"X 12'' TEE, RJ

(BY OTHERS). SEE NOTE 1.

CONTRACTOR SHALL FIELD VERIFY TYPE AND LOCATION OF

EXISTING UTILITIES IN VICINITY OF PROPOSED RAW WATER

MAIN. IF CONTRACTOR CANNOT MAINTAIN 5' HORIZONTAL

SEPARATION OR RELOCATE EXISTING UTILITIES, THEY

SHALL NOTIFY ENGINEER ANO CONTRACTING OFFICER.

CUT-IN NEW 12" GATE

VALVE ON EXISTING LINE.

WELL #42 RAW WATER MAIN PLAN 3. SURVEY DATA WAS NOT AVAILABLE FOR AREA BETWEEN

STA. o+oo AND 0+95. ELEVATIONS ARE APPROXIMATE.

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25.0

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VERTICAL SCALE

HORIZONTAL SCALE

20' 1 O' 0 20'

HORZ. SCALE: 1" - 20' VERT. SCALE: 1" - 2' 1 "=20'

GRAPHIC SCALES

1 I 2 I 3 I 4 I 5

40'

SEAL

AECOM

AECOM TECHNICAL SERVICES, INC.

1600 PERMIMETER PARK DRIVE

SUITE 400

MORRISVILLE, NC 27560

(919) 461-1100 www.aecorn.corn

�.PPRO'/ED

FINAL DRAWINGS

�ATl!J�CT(,R'( TO D�T[

1\,/E l�IFO

DES KKPT DRW KKPT ICHK RAB

PROJECT ND 60537017

V/0. NO 6584536

CP NO. CP18E01 M

CONTR '°· N62470-14-D-9016

SCALE· AS NOTED

<e+ �I[)

DATE: JUNE 2018

CC,f\STR. CONTR, \jQ

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