Attachment_5_As-Built_Drawings_and_MW-3_details_0001.pdf
PDF 8 MB Posted
- Attached to
- NTCRA under CERCLA at Virgin Islands Nat'l Park
- Solicitation number
- 140P2124R0023
About this file
This document contains attachments with as-built drawings and details related to the utility systems at the Caneel Bay Resort in the U.S. Virgin Islands. The attachments show the layout and configuration of the water supply, sewage, and irrigation systems at the resort.
The related federal contract opportunity is a Request for Proposals (RFP) issued by the Department of the Interior National Park Service to conduct a Non-Time Critical Removal Action (NTCRA) under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) at the Caneel Bay Resort within the Virgin Islands National Park. The work includes removing approximately 13,000 bank cubic yards of contaminated soil and landfill refuse and 40 cubic yards of contaminated sediment, transporting the material to appropriate disposal facilities, and performing limited site restoration. The estimated contract value is between $5,000,000 and $10,000,000. This is a best value, negotiated procurement set-aside for small businesses. Proposals are due approximately 30 days after the RFP is posted on SAM.gov.
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Text version
CBIA_NPS008575
yore itary TE exist Bek CAP.
SP POTASLE. WATER UNE,
Pa LaF DIST FLO, NO 1S (ABANDANED)
(SEPTIC TAMILSCSTANDE
Auay Ce
MRCAMCCAL SOUNT La eiskreo.
PRESSURE. Ut STAN
Horan. bub,ISTBOGraneey) pol USTELD NOG feranoev)
ALS.P) GRATITY: FLOW
EFLUENT LINE.
bist. pio no-4
(STANDEY
YO" prep
CETANOEE
MAINSSEWAGE
ELECTION STATIONS
BIT BO few
{RBENDSNED)
fo naisAg
EWAGE PLANT
(EPELUET S1SCHAR
seas ERvIGdT Coven, WRECK INV: OF co
Lelie cay.
eat. yLeki ele. REIN ENE PPE. WiTM CASKET,iM \ a hee AARERSINTAKE & Bae RA ay | af fat
Lee POE MOUNTED ON CORIOSION
CUMPS IW PARALLEL (NEW PDIAP TO JAATCH
NG)
ues re Lo
VEVEL SWITCHES 42/8 LEVEL TO OPERATE PUAAP
Existia Pume piel. - LEVEL TO OPERATE. pUAES oy
SMTA ES SELECT. STARTERS TO BE ENCLOS
ASWING [AGHT ON PUMP Ne pos fo. SWHEM [NSOpearionMprercnape nae mo
[ESRI ATION LER
MAN
HASH PIP
DIRECTION OF FLOW
2o'a's G-o" Miah
EXMET- GRAVITY TANK
GAL. Capacity”
AMICAG JOINT!
the, EINE
REVISION
CANE EL BAY. AREAS:
SEWAGE DISPOSAL 'ENRRIGATION:
SYSTEMS: Seana
UTILETY. SYSTEMS-AS BUILT
ICANEEL, BAY. PLANTATION
SoVLRGIN' \GEANDS
Attachment 4, As-Built Drawings and monitoring well details at Caneel Bay Resort
CBIA_NPS008575, utility system as-builts
VALVE BOX
WH 3 VALVES
New Ware PRMART Te ESTING Bes ear BOSTING WATER SUPPLY LINECANEELigTERNS CONNECTED. UNDER
UNITS GAL”
OS TIES NEW. WATER PRIMARY”EapsTond: PE
WATER TREATMENT
PLANT AND PUMP
poy:
[168° rae
CTRICALge PoemE STRICALMAN HOLE Mea
NE Ce ROE eggs ME Ce oy
N SEWER er Se
INTO EXISTING 6° PVC
& REPLACE VALVE
“este yore Ve
FIRST FLOOR SLAB
SALT JEDP
INTAKE op pe
Sees en CSE : CAR cunei wien SEE,STORM. BISPLA‘isting Conditions
"DE HAAS "ASSOC! og|"ARCHITECTS PLANNERS”
6100 REDHOOK QUARTERS
ST. THOMAS, U.S.V.I., 00802
~GANEEL BAY RESORT
WATERTRENCHPLAN
STe JOHN, USVI.
"SHEET.NUMBER:
CBIA_NPS008576
CBIA_NPS008576, water trench plan
{ revige 35 woogen pale with serossearm &@LISKY as ulata:
Exist Sti Mew pole with @SKVA Fransformer PLAGE ING Note, 7AOOK > 2O8S//EOV, type W “Splase, Provide PO Maura koon .
G-wire, pole moun fed. Baen emen mng grounding
Drep pass). faceiy at OFpane oh fee wats,- to an
= dea under ditch
Reeduaing e/Dow-with TOR fewpe
ERY)LakV he inet ag 3"above wer : primary Feaderos een aver. “present QuyING. BF fe new im
Lgguing as required.prove valve incl. valve box Gate forT-wrench and fe@ens Fae
PRON
a operation(emergency only).
“eng:
pO po
ERIS TIDEpore, le existing puinp ia cr vuoder excep?
Bry Terrace. Fernstal!foal; aeCESS-dischargeOres, }replace check valve with 3° Cleytean valve #404 Sa D fi ible.
(constant flow ).SeF pilat that ey,wi the.
intermediate suctio.
overflow whenstage:
Valve 8e cistern wilh ror fais pump ana cisferh pump running.instali‘Staff’ are altitude gauge On DUIPe Or 35 Fi. Mark suction, ELECTE leve/ range:
cistern. See oi dragr SA | ain, FALEbelow plan Provide &" conc. base under New 8pump potable and conc. apron in alt water — directrans from purnp. storage| Existingbumped4"pal able water p e e r s
Ling feoreservair. |r Run pipe Lo thru scheduie | 40 block steel sleeves onder rocdsond§5:
beypond paverneart a e s (typical
SECTION
Connect pump discharg fo 8 line ge thrugate valve
“Or Sewree?pire feesey Pee, Poof SenoPhee
Sure Uaths fon, wWeerlan pum. ies vo / ra LOM, (ate MOP ES.
en traf.
Ble Foten tric
[vay Lac.
fon Gh ic stat, foecear ee te fi HOE Prévide Clearance
70. renave CACCK eedpPOCKAGES SUAROFA-Guides An Gr
(nofane Ors) Ose
See NOL 08 ALAR werter-to rer CANEEL..TROT BAY, Hasse cy ry ST. JOHN, IES OPS pRovect 19E
Adapter to barge!AOS
BainsmaaannatsetindecereeraterannovavaennetAINSI CBIA_NPS008580
CBIA_NPS008580, potable water storage eB GIA B eq io en ce fophensraxe pumeLe e so u
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008594
CBIA_NPS008594, utility system as-builts, 7AB
Vanasse Hangen Brustlin, Inc.
100 State St. Suite 600 Montpelier, VT 05602
(802) 229-4600
Easting (ft): 842844.551 Horizontal Datum: NAD83 Northing (ft): 1226027.693 Vertical Datum: NAVD88
Project: Caneel Bay Resort Site Location: St. John, U.S. Virgin Islands Project Number: 58345.21
Soil Logger: TRO Start Date: 2/23/2021 End Date: 2/23/2021
Ground Elevation (ft): 27.8506 Well Logger: TRO Reference Pt. Elevation (ft): 27.8506 Date Installed: 2/23/2021
Elev. Depth
(ft) (ft) Lithologic Description Notes
See boring log for SC-3-09.
Se e
SC
-3
-0
L og
Well located next to SC-3-09 Boring Location
Steel Guard Pipe
Grout
Bentonite Seal
Filter Sand
Drilling Company: OnSite Environmental Borehole Depth (ft bgs): 16 Filter Pack Interval (ft bgs): 7.5-16 Drawn by: TEH Drilling Method: Hollow Stem Augers Borehole Diameter (in.): 8 Well Screen Interval (ft bgs): 9-14
Drilling Rig: Geoprobe 6620DT Well Diameter (in.): 1.5 Depth to Groundwater (ft bgs): dry Revision: 0 Drilling Fluid: None Sampling Method: None Page 1 of 1
AR-001771
Vanasse Hangen Brustlin, Inc.
100 State St. Suite 600 Montpelier, VT 05602
(802) 229-4600
Easting (ft): 842844.293 Horizontal Datum: NAD83 Northing (ft): 1226027.501 Vertical Datum: NAVD88
Ground Elevation (ft): 25.0775 Reference Pt. Elevation (ft): --
Project: Caneel Bay Resort Site Location: St. John, U.S. Virgin Islands Project Number: 58345.21
Soil Logger: TRO Start Date: 2/21/2021 End Date: 2/21/2021
Well Logger: N/A Date Installed: N/A
Elev. Depth
(ft) (ft) Lithologic Description Sample ID Notes
0 Dark Gray (7.5YR4/1), dry, sandy SILT (ML); little gravel and wood/roots/grass
Dark Gray (7.5YR4/1), dry, sandy SILT (ML); little gravel and wood/carpet backing material No Recovery
Gray (7.5YR5/1), dry, sandy SILT (ML) with wood fragments
Dark Gray (7.5YR3/1), dry/moist, sandy SILT; some coarse gravel Pale Yellow (5Y7/4), moist, gravelly SAND (SW) with woody material Light Gray (10YR7/2), fine SAND (SW) No Recovery
Grayish Brown (2.5Y5/2), dry, sandy SILT (ML); little gravel with plastic, shells, carpet fibers
Black (2.5Y2.5/1), moist, sandy SILT (ML); trace gravel with woody material
Gray (2.5Y5/1), moist, silty SAND (SW); little gravel
No Recovery
Gray (2.5Y5/1), moist, silty SAND (SW); little gravel
Dark Grayish Brown (2.5Y4/2), moist, stiff, gravelly SILT (ML); some sand
Light Gray (2.5Y7/2), dry, very stiff, sandy GRAVEL (GM)
No Recovery
Very Dark Gray (2.5Y3/1), moist, gravelly SILT (ML); little sand
Brownish Gray (2.5Y6/2), moist, silty SAND (SW); some gravel
Light Brown (7.5YR6/4), dry, stiff, gravelly SAND (SW)
Gray, dry, Rock fragments
1.6
0.3
1.6 1.0
SANDY SILT
SANDY SILT
NR
SANDY SILT
SANDY SILT
GRAVELLY
SAND
SAND
NR
SANDY SILT
SANDY SILT
SILTY SAND
NR
SILTY SAND
GRAVELLY SILT
SANDY GRAVEL
NR
GRAVELLY SILT
SILTY SAND
GRAVELLY
SAND
Rock
NR
No Waste Characterization Sample Collected
SC-3-09(0-3)
SC-3-09(3-6)
Drilling Company: OnSite Environmental Borehole Depth (ft bgs): 19 Filter Pack Interval (ft bgs): N/A Drawn by: TEH Drilling Method: Direct Push Technology (DPT) Borehole Diameter (in.): 3 Well Screen Interval (ft bgs): N/A
Drilling Rig: Geoprobe 6620DT Well Diameter (in.): N/A Depth to Groundwater (ft bgs): -- Revision: 0 Drilling Fluid: -- Sampling Method: Macrocore Dual Tube Page 1 of 1
AR-001785
| CBIA_NPS008575, utility system as-builts |
| CBIA_NPS008576, water trench plan |
| CBIA_NPS008580, potable water storage |
| CBIA_NPS008594, utility system as-builts 7AB |
File details come from the government source that posted it. Updated .