HomeMy WebLinkAbout5203 451 Forest Rd PFAS Treatment System Plans September 2025TOWN OF YARMOUTH, MASSACHUSETTS
TOWN OF YARMOUTH DEPARTMENT OF PUBLIC WORKS
WATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM
SEPTEMBER 2025
SCALE: NTS
LOCUS PLAN
N
DWSRF-19119
NOT FOR
CONSTRUCTION
TOWN ADMINISTRATOR
ROBERT WHRITENOUR
DPW DIRECTOR
JEFFREY COLBY, P.E.
WATER & WASTEWATER SUPERINTENDENT
LAURIE RUSZALA, P.E.
ASSISTANT WATER SUPERINTENDENT
LUKE WHITE
CA
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
CA
G-001
SHEET INDEX, LEGEND &
GENERAL NOTES
TITLE
SHEET INDEX
SHEET
G-001 SHEET INDEX & GENERAL NOTES
V-101 WELL 10 EXISTING CONDITIONS PLAN
V-102 WELL 11 EXISTING CONDITIONS PLAN
C-101 WELL 10 SITE PLAN
C-102 WELL 11 SITE PLAN
C-103 WELL 11 RAW WATER MAIN STA. 0+89 TO 10+97
C-104 WELL 11 RAW WATER MAIN STA 10+97 TO 16+35
C-501 CIVIL DETAILS - 1
C-502 CIVIL DETAILS - 2
S-001 STRUCTURAL GENERAL NOTES
S-101 EQUIPMENT PAD STRUCTURAL LAYOUT
M-001 PROCESS FLOW DIAGRAM
M-201 GAC CONTACTORS MECHANICAL LAYOUT
M-202 EQUIPMENT PAD MECHANICAL SECTIONS
M-301 CORROSION CONTROL FACILITY 10 MECHANICAL LAYOUT
M-601 POTASSIUM HYDROXIDE CHEMICAL FEED SCHEMATIC
M-602 WELL PUMP DETAILS
P-001 PLUMBING LEGEND AND GENERAL NOTES
P-101 PLUMBING SITE PLANS
E-001 ELECTRICAL LEGEND AND GENERAL NOTES
E-002 ELECTRICAL WELL 10 ONE LINES DIAGRAMS
E-003 ELECTRICAL WELL 11 ONE LINES DIAGRAMS
E-101 ELECTRICAL SITE PLANS
E-301 ELECTRICAL WELL 10 PLANS
E-302 GAC VESSELS PAD PLANS
E-401 ELECTRICAL WELL 11 PLANS
E-501 ELECTRICAL WIRING DIAGRAMS
E-601 ELECTRICAL DUCTBANK SECTIONS, SCHEDULES, & DETAILS
MT
TB
GENERAL NOTES
1.EXACT DEPTHS OF EXISTING PAVEMENT BASES AND SURFACE COURSES ARE NOT KNOWN AND SHALL BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2.DIVERSION, BYPASS, AND CONTROL OF STORM DRAIN AND DEWATERING FLOWS ARE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR'S INTENDED DIVERSION, BYPASS, CONTROL, AND DEWATERING PLANS SHALL BE
SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW AT LEAST 7 DAYS PRIOR TO ANY EXCAVATION. WHEN PERFORMING
DEWATERING, THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE SPECIFICATIONS.
3.THE LOCATION OF EXISTING UNDERGROUND PIPES, CABLES, CONDUITS AND STRUCTURES AS SHOWN HAS BEEN COLLECTED
FROM THE BEST AVAILABLE SOURCES AND THE OWNER TOGETHER WITH ITS AGENTS DOES NOT IMPLY OR GUARANTEE THE
DATA AND INFORMATION IN CONNECTION WITH THE UNDERGROUND PIPES, CABLES, CONDUITS, STRUCTURES AND SUCH
OTHER PARTS AS TO THEIR COMPLETENESS NOR THEIR LOCATIONS AS INDICATED. THE CONTRACTOR SHALL CONTACT
UTILITY OWNERS AND REQUEST MARKING LOCATION OF ALL THEIR LINES IN THE WORK AREAS. THE CONTRACTOR SHALL
ASSUME THAT THERE ARE EXISTING WATER, GAS, AND OTHER UTILITY CONNECTIONS TO EACH AND EVERY BUILDING
ENROUTE, WHETHER THEY APPEAR ON THE PLANS OR NOT. ANY EXPENSE AND/OR DELAY OCCASIONED BY THESE UTILITIES
AND STRUCTURES OR DAMAGE THERETO, INCLUDING THOSE NOT SHOWN, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND AT NO ADDITIONAL EXPENSE TO THE OWNER.
4.FOUNDATIONS AND LINES FOR SERVICES, POLICE AND FIRE ALARM BOXES, AND STREET LIGHTS ARE NOT SHOWN ON THE
PLANS. THE APPROPRIATE UTILITY COMPANIES OR AUTHORITIES SHOULD BE CONTACTED AND CONSULTED FOR LOCATIONS
OF THE ABOVE.
5.THE CONTRACTOR SHALL PREMARK THE EXCAVATION AREA AND NOTIFY THE DIG SAFE CENTER (TEL. NO.1-888-DIG-SAFE) AT
LEAST THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION WORK. IN ADDITION, NOTIFICATION SHALL ALSO BE GIVEN TO ALL
AFFECTED PRIVATE AND/OR PUBLIC UTILITIES INCLUDING THE YARMOUTH DPW , YARMOUTH WATER DEPARTMENT, AND
EVERSOURCE TO PERMIT STREET MARKING OF THEIR LINES.
6.WHERE TEMPORARY OR PERMANENT UTILITY RELOCATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE AFFECTED
UTILITY COMPANY 30 DAYS IN ADVANCE OF CONSTRUCTION AND SHALL COORDINATE THE NEW WORK WITH THE UTILITY
RELOCATION.
7.THE LIMITS OF BELOW GRADE EXCAVATIONS FOR NEW PIPELINES OR STRUCTURES ARE APPROXIMATE. ACTUAL HORIZONTAL
AND VERTICAL LIMITS INCLUDING MEASUREMENT FOR THE NEW WORK SHALL BE APPROVED BY THE ENGINEER DURING
CONSTRUCTION.
8.GEOTECHNICAL INFORMATION IN THE CONTRACT DOCUMENTS WERE TAKEN FOR THE PURPOSE OF DESIGN AND INDICATE
CONDITIONS AT THE LOCATION OF THE BORING ONLY. SUBSURFACE CONDITIONS ENCOUNTERED DURING CONSTRUCTION
MAY VARY FROM THE GEOTECHNICAL INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. GROUNDWATER LEVELS
INDICATED IN THE BORING LOGS ARE THOSE EXISTING AT THE TIME SUBSURFACE INVESTIGATIONS WERE MADE AND DO NOT
REPRESENT PERMANENT GROUNDWATER LEVELS.
9.PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS INFORMATION AND REPORT ANY
DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL CONDITIONS TO THE ENGINEER.
10.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES, AND SHALL NOT COMMENCE
CONSTRUCTION UNTIL THESE MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE ENGINEER.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES
DEPLOYED DURING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THEIR REPAIR IF DAMAGED PRIOR TO REMOVAL AT THE
COMPLETION OF CONSTRUCTION.
12.THE CONTRACTOR SHALL PROTECT ALL TRAVELED WAYS FROM DUST AND CONSTRUCTION DEBRIS AT ALL TIMES.
13.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL AREAS ADJACENT TO THE LIMITS OF CONSTRUCTION WHICH ARE
DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
14.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS, RUBBISH, EXCAVATED MATERIAL AND
DEBRIS, UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS HAVING
JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL DISPOSAL PERMITS AT NO
ADDITIONAL COST TO THE OWNER.
15.THE CONTRACTOR MAY BE ASKED BY THE OWNER TO SUSPEND CONSTRUCTION OPERATIONS TEMPORARILY TO AVOID
CONFLICTS WITH LARGE PUBLIC EVENTS OR LARGE STORM EVENTS. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR
COSTS RELATING TO SHUTDOWNS FOR THESE REASONS.
16.THE CONTRACTOR SHALL NOT BLOCK ACCESS TO STREET AND PRIVATE PARKING IN THE VICINITY OF THE LIMITS OF
CONSTRUCTION AFTER WORK HOURS AND ON WEEKENDS, UNLESS OWNER HAS APPROVED OTHERWISE.
17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SNOW PLOWING AND SNOW REMOVAL FROM ALL AREAS WHERE PRESENCE
IS MAINTAINED INCLUDING BUT NOT LIMITED TO, UNPAVED SURFACES, PARKED EQUIPMENT AREAS OR ANY CONSTRUCTION
ACTIVITY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR STREET SWEEPING, SNOW REMOVAL, TRASH REMOVAL, AND
RECYCLABLE MATERIALS FROM ALL AREAS WHERE CONSTRUCTION RESTRICTS VEHICULAR OR PEDESTRIAN ACCESS TO
STREETS OR SIDEWALKS AND WHERE CONTRACTOR'S PRESENCE INTERFERES WITH MUNICIPAL TRASH REMOVAL, STREET
SWEEPING, OR SNOW PLOWING AND REMOVAL.
18.THE CONTRACTOR SHALL NOT BE PERMITTED TO STARTUP OR OPERATE EQUIPMENT BEFORE OR AFTER ESTABLISHED
WORKING HOURS OF 7:00 AM TO 4:00 PM, MONDAY THROUGH FRIDAY WITHOUT WRITTEN APPROVAL OF THE OWNER, UNLESS
NOTED OTHERWISE.
19.CONTROLLED DENSITY FILL (CDF) SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS WITH CLEARANCE LESS THAN 12 INCHES.
CDF IS NOT TO BE PLACED ADJACENT TO GAS LINES AT ANY TIME OR WATER MAINS WITHOUT COORDINATION WITH THE
YARMOUTH WATER DEPARTMENT.
20.WHERE NEW SYSTEMS ARE TO BE CONNECTED INTO EXISTING SYSTEMS, WHICH ARE REQUIRED TO BE SHUTDOWN TO MAKE
THE TIE-IN, THE NEW SYSTEM SHALL BE FULLY PREPARED IN ANTICIPATION OF THE TIE-IN TO MINIMIZE DOWNTIME OF THE
EXISTING SYSTEM. THE NEW SYSTEM SHALL BE FULLY TESTED TO THE MAXIMUM EXTENT POSSIBLE PRIOR TO THE TIE-IN.
MEASUREMENTS SHALL BE TAKEN TO ENSURE THAT THE NEW SYSTEM IS OF THE CORRECT SIZE, LENGTH, AND ALIGNMENT
TO COMPLETE THE TIE-IN.
21.ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BY BACKFILLING AND
TEMPORARY PAVING OR BY COVERING WITH STEEL PLATES WHEN APPROVED BY THE OWNER.
22.EXISTING UTILITY POLES THAT FALL WITHIN 5 FEET OF THE PROPOSED EDGE OF TRENCH SHALL BE SUPPORTED BY THE
UTILITY OWNER DURING EXCAVATION OF THE TRENCH. CONTRACTOR SHALL COORDINATE SUPPORT AND BE RESPONSIBLE
FOR COSTS AND FEES. WHERE EXISTING GAS, ELECTRIC, AND TELECOM UTILITIES CROSS THE PROPOSED TRENCH LIMITS,
CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER TO SUPPORT AND BE RESPONSIBLE FOR COSTS AND FEES.
CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING THE EXISTING UTILITY IN ACCORDANCE WITH THE UTILITY OWNER'S
REQUIREMENTS.
23.CONTRACTOR SHALL PROVIDE 36 HOURS NOTICE TO THE ENGINEER PRIOR TO THE COMPLETION OF FULL-DEPTH EXCAVATION
OF LAGOONS FOR INSPECTION PRIOR TO PROCEEDING WITH INSTALLATION.
SURVEYING NOTES
1.RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES, ARE APPROXIMATE ONLY
AND ACTUAL LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
2.ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE NOTIFIED, INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN
ON THIS PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO EXCAVATING, INSTALLING, BACKFILLING,
GRADING, PAVEMENT RESTORING, OR REPAVING.
3.THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR
INACCURATELY SHOWN.
4.PROPERTY LINES OF PRIVATE OWNERSHIP HAVE BEEN TAKEN FROM TOWN OF YARMOUTH ASSESSOR MAPS AND SHOULD BE
CONSIDERED APPROXIMATE.
5.THE HORIZONTAL DATUM SHOWN REFERENCES THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NAD83. THE
VERTICAL DATUM SHOWN REFERENCES NAVD88.
6.THE EXISTING CONDITIONS SURVEY INCLUDED WITHIN THIS PLANSET WAS PERFORMED BY WSP USA GEOMATICS INC. IN
JUNE-AUGUST 2025.
WATER MAIN NOTES
1.ALL WORK SHALL BE IN CONFORMANCE WITH THE YARMOUTH WATER DEPARTMENT STANDARDS.
2.UNLESS OTHERWISE NOTED, WATER MAINS SHALL BE INSTALLED WITH MINIMUM 5.0' COVER.
3.CONTRACTOR TO PROVIDE 1" CHLORINATION TAP AT ALL LOCATIONS WHERE PROPOSED WATER MAIN CONNECTS TO
EXISTING WATER MAIN.
4.WATER GATES, BOXES AND HYDRANTS SHALL BE INSTALLED TO EXISTING GRADE AND ADJUSTED TO FINAL GRADE
ELEVATIONS DURING SURFACE RESTORATION WORK.
5.ALL ELBOWS, TEES, AND CONNECTIONS TO BE PROPERLY RESTRAINED PER THE TOWN OF YARMOUTH WATER DEPARTMENT
STANDARDS.
6.CONTROLLED LOW STRENGTH MATERIAL SHALL NOT BE USED AROUND WATER VALVES OR VALVE BOXES. PROVIDE
ACCEPTABLE PROTECTIVE LAYER BETWEEN DUCTILE IRON AND CONTROLLED LOW STRENGTH MATERIAL OR USE A NON-FLY
ASH MATERIAL APPROVED BY THE ENGINEER.
7.CONTRACTOR TO PRESSURE TEST AND DISINFECT PER TOWN OF YARMOUTH WATER DEPARTMENT STANDARDS AND
SPECIFICATIONS.
LEGEND
OVERHEAD WIRES
RECORD GAS LINE
RECORD WATER LINE
OHW
CHAIN LINK FENCE
TREE LINE
INTERMEDIATE CONTOURS
INDEX CONTOURS
GIS PROPERTY LINES
WETLAND LINE
UTILITY POLE WITH TRANSFORMER
CULVERT
ELECTRIC MANHOLE
WATER MANHOLE
WATER GATE
UTILITY POLE
UTILITY POLE WITH LIGHT
FIRE HYDRANT
WELL
POST
SIGN (SINGLE POSTED)
EDGE OF PAVEMENT
FINISHED FLOOR ELEVATION
DOUBLE YELLOW LINE
EOP
FFE
DYL
CORRUGATED METAL PIPECMP
BOLT OVER MAIN OUTLETBOMO
SOLID WHITE LINESWL
PLASTICPL
BOLLARD
GUY WIRE
RECORD INFORMATION(R)
DRAIN LINE
100-FT WETLAND BUFFER ZONE
200-FT RIVERFRONT AREA
BORING
EXISTING CONDITIONS
CHAIN LINK FENCE
PROPOSED TREE LINE
WATER PIPE
HYDRANT
EDGE OF PAVEMENT
FINISHED FLOOR ELEVATION
DOUBLE YELLOW LINE
EOP
FFE
DYL
CORRUGATED METAL PIPECMP
BOLT OVER MAIN OUTLETBOMO
SOLID WHITE LINESWL
WATER VALVE
CONCRETE PAD
PROPOSED STONE, GRAVEL OR RIPRAP
LIMIT OF DISTURBANCE
PROPOSED CONTOUR27
PROPOSED CONDITIONS
EROSION CONTROL BARRIER
KLF-1
KLF-2
KLF-3
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
V-101
WELL 10 EXISTING CONDITIONS PLAN
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
N
MS
MS
TP
MT
9/26/2025
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
V-102
WELL 11 EXISTING CONDITIONS PLAN
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
N
MS
MS
TP
MT
9/26/2025
39'
42'-6"
15'-6"
5'
KLF-1
KLF-2
KLF-3
EXTERIOR EQUIPMENT PAD
TOS EL.= 27.50'
BAG FILTER
INFILTRATION BASIN
6" DI WELL 11 RAW WATER
8" DI BACKWASH WASTE
8" DI FINISHED WATER
8" DI COMBINED INFLUENT
(2) 8" DI 45° BENDS(2) 8" DI 45° BENDS
8' CHAIN LINK FENCE
WITH BARBED WIRE
SILT FENCE AND STRAW WATTLE (TYP.)
GRADE CLEARED AREA TO DRAIN
TO INFILTRATION BASIN
20' WIDE DOUBLE
SWING GATE
10' SINGLE DOOR SWING GATE
8" DI GATE VALVE
6" DI GATE VALVE
8"x6" TEE
(2) 8" DI SLEEVES
(2) 12'-0" DIA. GAC VESSELS
BASIN OVERFLOW LOCATION
EL. 27.00'
72'
(2) 6" 45° BENDS
SEE M-201 (PROCESS MECHANICAL
LAYOUT) FOR ABOVE GRADE PIPING
(2) 8" DI 45° BENDS
8" 90° BEND
(2) HYDRANT (TYP.)
8" DI 90° BEND
10'2726252427
26
GABION BASKET SEDIMENT FOREBAY WEIR
EL. 26.00'
SEDIMENT FOREBAY
6" DI 22.5° BEND
6" DI 45° BEND
6" HYDRANT
6" DI GATE VALVE
6"X6" TEE
6" DI PIPE
CUT AND REMOVE EXISTING 8" DI
AS REQUIRED TO INSTALL 8" COMBINED
INFLUENT AND FINISH WATER AS SHOWN
CONCRETE GENERATOR
HOUSEKEEPING PAD
LOAM AND SEED ALL DISTURBED AREAS
UNLESS OTHERWISE INDICATED (TYP.)
6" X 8" REDUCER
6" X 8" REDUCER
(2) 8" DI 45° BENDS
REPLACE EXISTING
PROPANE TANK
RIPRAP EROSION CONTROL PROTECITON
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
C-101MS
MS
TP
WELL 10 SITE PLAN
MT
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
MATCHLI
N
E
A
:
S
E
E
S
H
E
E
T
C
-
1
0
4
N
9/26/2025
CUT AND CAP 8" DI WATER MAIN
CAP EXISTING 8" PIPE, CLOSE
VALVE, AND ABANDON IN PLACE
CUT EXISTING 6" DI PIPE
REMOVE AND DISPOSE OF EXISTING 8"X6" REDUCER
TIE IN PROPOSED 6" DI PIPE
6" 45° BEND
6" HYDRANT
6" GATE VALVE
6" TEE
6" DI PIPE
6" GATE VALVE
CAP EXISTING 8" PIPE
AND ABANDON IN PLACE
SUPPORT EXISTING CULVERT
DURING CONSTRUCTION
REMOVE AND REINSTALL EXISTING FENCE
SILT FENCE AND STRAW
WATTLE (TYP.)
GENERATOR AND CONCRETE PAD
REPLACE EXISTING PROPANE TANK
C-102
WELL 11 SITE PLAN
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTIONMATCHLINE B: SEE SHEET C-103N
MS
MS
TP
MT
9/26/2025
PROPOSED 6" DI RAW WATER MAIN
LIMIT OF DISTURBANCE
SILT FENCE AND STRAW WATTLE (TYP.)
1+00 2+00 3+00 4+00 5+00
PROPOSED 6" DI RAW WATER MAIN
LIMIT OF DISTURBANCE
(2) 6" 45° BENDS
5+00 6+00 7+00 8+00
9+0010+0011+00SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
C-103MO
MO
MT
TB
NMATCHLINE C: SEE THIS SHEETMATCHLINE C: SEE THIS SHEETMATCHLINE D: SEE SHEET C-104
CAD FILE: C:\pwworking\kleinfelderpw01\modowd@kleinfelder.com\d0277126\Yarmouth Wells 10 & 11 PFAS Forest Rd RWM Sheets.dwg LAYOUT: C-103PLOTTED: 9/23/2025 10:42 AM BY: matt o'dowdSCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
WELL 11 RAW WATER MAIN
STA. 0+89 TO 10+97MATCHLINE B: SEE SHEET C-102
PROPOSED 6" DI RAW WATER MAIN
LIMIT OF DISTURBANCE
11+0012+0013+0014+0015+0016+0016+35
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTIONN
C-104MO
MO
MT
TBMATCHLINE A: SEE SHEET C-101MATCHLINE D: SEE SHEET C-103CAD FILE: C:\pwworking\kleinfelderpw01\modowd@kleinfelder.com\d0277126\Yarmouth Wells 10 & 11 PFAS Forest Rd RWM Sheets.dwg LAYOUT: C-104PLOTTED: 9/23/2025 10:42 AM BY: matt o'dowdSCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
WELL 11 RAW WATER MAIN
STA. 10+97 TO 16+35
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
*MIN. HOLE DIAMETER IN SOFT OR LOOSE
PIPE CAP
AT TOP*
HOLE DIA.
9"
12"
POST SETTING REQUIREMENT
TYPE OF POST
LINE
TERMINAL
38"
38"
HOLE
DEPTH
PIPE CORNER POST
LINE POST LINE POST CAP
SEE TABLE42"1 1/2" DIAGONAL ROD
NOTES:
1.POST SPACING: LINE POSTS SHALL BE EVENLY
SPACED, CENTER TO CENTER.
2.BARBED WIRE ARM WHERE REQUIRED SHALL
BE PER SPECIFICATION SECTION 02444 - CHAIN
LINK FENCE AND GATES.
3.POST FOOTING SHALL HAVE A 1" CROWN
FINISH.
4.CONTRACTOR SHALL SUBMIT A COMPLETE
SHOP DRAWING OF PROPOSED FENCE AND
GATE TO ENGINEER FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
SCALE: N.T.S.
CHAIN LINK FENCE
UNDISTURBED TRENCH MATERIAL
PAY LIMIT FOR EXCAVATION
PIPE
DIAMETER DETAILSECTION UNDER PAVEMENT
LOAM AND SEED 4" MIN.
SEE NOTE 2
SEE PAVEMENTBASE
SECTION UNDER GRASS
6"MIN.TRENCH WIDTH
(SEE NOTE 1)MIN. DEPTH5' WITHOUTINSULATIONREPAVE AS REQUIRED
(SEE PAVEMENT DETAIL)
BACKFILL:
SUITABLE EXCAVATED
MATERIAL, COMMON
FILL AS SPECIFIED.
THOROUGHLY COMPACT
WITH RAM OR PNEUMATIC
TAMPER.
SUITABLE EXCAVATED
BACKFILL:
MATERIAL, SAND OR
GRAVEL AS SPECIFIED.
COMPACT IN 12" LAYERS.
PIPE
BEDDING
REPLACE EXCAVATED
UNSUITABLE MATERIAL
WITH CRUSHED STONE.
DEPTH SHALL BE AS
DIRECTED BY ENGINEER.
IN TRENCH DIMENSIONS SHALL BE AS FOLLOWS:
FOR PIPE LESS THAN OR EQUAL TO 12 INCHES IN DIAMETER, ALLOWABLE TRENCH WIDTH AT
PLANE 12 INCHES ABOVE PIPE SHALL BE NO MORE THAN 36 INCHES.
FOR PIPE GREATER THAN 12 INCHES IN DIAMETER THE ALLOWABLE TRENCH WIDTH SHALL BE
EQUAL TO THE PIPE OUTSIDE DIAMETER PLUS 24 INCHES.
WHERE NO GRASS OCCURS, MATCH EXISTING MATERIALS AND DEPTHS. PLACE A MINIMUM OF 6"
BEDDING SHALL BE WRAPPED WITH FILTER FABRIC IN LOCATIONS WHERE EXISTING SOIL IS
CONSIDERED UNSUITABLE BY THE ENGINEER.
NOTES:
(a)
(b)
1.
2.
3.
OF GRAVEL.
SCALE: N.T.S.
TYPICAL UTILITY TRENCH
8' TYPICAL HEIGHT3 STRANDS OF BARBED WIRE
PIPE CAP
PIPE CORNER POST
LINE POST LINE POST CAP
SEE TABLE36"1 1/2" 4' TYPICAL HEIGHT8' CHAIN LINK FENCE
4' CHAIN LINK FENCE
SOIL SHALL BE 18"
NOTE:
1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING.
3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.
4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP.
5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE)
WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART.
PREPARED & SEEDED
6" MIN. TOPSOIL LAYER
STAPLES
ANCHOR TOP EDGE OF
BLANKETS IN 6"x6" TRENCH
12" OVERLAP AT
ENDS OF BLANKETS
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN SC150/C)
OR APPROVED EQUAL
ANCHOR TOP EDGE OF
BLANKET IN 6"x6" TRENCH EXISTI
N
G
G
R
A
D
E
PROP
O
S
E
D
G
R
A
D
E
TOPS
OI
L
COMPACTED FILL
2
1
STAPLE PATTERN "C"6'3'1.5'1.5'3'
SCALE: N.T.S.
EROSION CONTROL BLANKET INSTALLATION
SCALE: N.T.S.
EROSION CONTROL BLANKET
4" THICK LOAM
COMMON FILL OR
EXISTING GRADE
COMPACTED SUBGRADE
12" DENSE GRADED
CRUSHED STONE
1-1/2" TOP COURSE
TACK COAT
2-1/2" BINDER COURSE
SCALE: N.T.S.
TYPICAL LOAM AND SEED
SCALE: N.T.S.
TYPICAL PAVEMENT SECTION
C-501MS
MS
TP
CIVIL DETAILS - 1
MT
ALL PIPE TRENCHES TO BE SAWCUT.4.
SECTION A-A
A
A
PROFILE
NOTES:
1.FABRIC TO BE UV RESISTANT POLYPROPYLENE WITH A MINIMUM WEIGHT OF 2.5 OZ./S.Y.
2.FABRIC TO BE ATTACHED TO STAKES WITH STAPLES.
3.USE SLIT FENCE AND STRAW BALES WHERE INDICATED OR AS DIRECTED BY ENGINEER.
4.WHERE STRAW BALES ARE USED, TRENCH A MINIMUM OF 2" INTO EXISTING GRADE.
5.A MINIMUM OF (2) WOODEN OR METAL STAKES PER STRAW BALE. DRIVE STAKES A MINIMUM OF 12" INTO GROUND.
2"x2"x4' STAKE
30" TYP.
EXISTING GRADE
FILTER FABRIC
2"x2"x3' STAKE
12" STRAW WATTLE
EXISTING GRADE
12" MIN.
6" MIN.
10'-0" MAX.
2"x2"x3' STAKE
2"x2"x4' STAKE
FILTER FABRIC
BOTTOM OF 2"
TRENCH
SCALE: N.T.S.
SILT FENCE WITH STRAW WATTLE DETAIL
..\..\01 - GAC Winterization\Architecture\eTransmit\AutoCad TitleBlock\BarnstableUpdated_Titleblock22x34-TOWNSEAL-1785670.png
48"
3.5"3.5"
7"
3.5"
7"7"
72"
48"
Wells 10 & 11 Seasonal
Town of Yarmouth, MA
PROJECT PRICE
MassDEP SRF Program
SCALE: N.T.S.
PROJECT SIGN
PFAS Treatment Facility
6"
FINISH GRADE-MAX. 2% SLOPE
REBAR GRID
#4@12" ON CENTER
CONCRETE (MIN. 4,000 PSI)
DENSE GRADED CRUSHED STONE
COMPACTED SUBGRADE.
COMPACTED TO 95% OF
MODIFIED OPTIMUM
DENSITY (ASTM 1557-D)4"4"MIN 8"3" CLR. MIN.
NOTE: PROVIDE SEALED EXPANSION JOINTS
AS SPECIFIED.8"SCALE: N.T.S.
TYPICAL CONCRETE PAD DETAIL
9/26/2025
SEDIMENT FOREBAY
(APPROX. 20% OF
TOTAL BASIN AREA)
INFILTRATION BASIN
(APPROX. 80% OF
TOTAL BASIN AREA)
2' MIN.
SEASONAL HIGH
WATER TABLE = 18.0'
STONE-ARMORED EMERGENCY
SPILLWAY (AS APPLICABLE, SEE
PLANS). MODIFIED ROCKFILL:
MASSDOT STD. SPEC NO. M2.02.4-1
UNCOMPACTED, SCARIFIED,
UNDISTURBED SOIL
GABION BASKET
(SEE DETAIL THIS SHEET)
STONE ARMORING TO EXTEND
0.5X LENGTH OF SLOPE (MIN.)
PRECAST CONCRETE
CURB OUTLET WEIR
TOP OF CURB ELEV.: 27.0'
SPILLWAY INV ELEV.: 26.5'
(SEE DETAIL)
4" LOAM AND
SEED SIDE
SLOPES (TYP.)
3
1
3
1
3
1 STONE ARMORING TO EXTEND
TO DRIVEWAY
FLOW
FLOW
DRAIN PIPE OUTLET
W/ FLARED END
SECTION
BOTTOM OF INFILTRATION BASIN: 24.0'
OUTLET PROTECTION
(SEE DETAIL THIS SHEET)
TOP OF BERM
ELEV.: 27.5'
TOP OF GABION ELEV.: 26.0'
18"
(MIN.)
24"
(MIN.)
V
A
R
I
E
S
S
E
E
P
L
A
N
FINISH DEPTH
(SEE PLAN)
GABION
DEPTH
TOP OF GABION
BASIN SLOPE
GABIONS SHALL EXTEND TO
THE FULL WIDTH OF THE BASIN
AT TOP OF GABION AND BE
EMBEDDED A MINIMUM OF 6"
INTO BASIN SIDEWALLS LID
DIAPHRAGM
DURA-WELD 9 GAUGE
GABION BY GABION
SUPPLY OR EQUAL
FILL GABION WITH MODIFIED
ROCKFILL (MASSDOT STD. SPEC
NO. M2.02.4-1)
UNDISTURBED OR
REGRADED SOILS
LOAM AND SEED
EMBEDMENT MAY BE REQUIRED TO
MEET TOP AND BOTTOM ELEVATION
REQUIREMENTS SHOWN ON THE PLAN.
NO MINIMUM EMBEDMENT IS REQUIRED.
GABION PROFILE
(ACROSS WIDTH OF BASIN)
GABION CROSS SECTION
3"X3" WIRE MESH
OPENINGS
NOTE:
1. GABIONS TO BE ASSEMBLED PER MANF.
FRONT VIEW
TOP OF BERM
SPILLWAY
DEPTH 12"
SPILLWAY INVERT
SPILLWAY WIDTH (SEE SITE PLANS)
A
A
SPILLWAY INVERT
TOP OF BERM
6" LAYER OF RIPRAP
INFILTRATION BASIN
OUTLET SLOPE
FLOW
CURBING WIDTH
(SEE SITE PLANS)
PRE-CAST CONCRETE
CURB LEVEL SPREADER
PRE-CAST
CONCRETE CURB
LEVEL SPREADER
SET CURB IN
CONCRETE
TOP OF CURB
SECTION VIEW
LOAM AND SEED
6" CURB HEIGHT
6"
SUPPORT BLOCKS TO BE PRESSURE TREATED WOOD OR CONCRETE MASONRY BLOCK.
DO NOT BLOCK DRAIN
PROVIDE 5 CU.FT. OF 3/4"
CRUSHED STONE
HYDRANT
SUPPORT BLOCK
PROVIDE HYDRANT AND VALVE JOINTS WITH RESTRAINED MECHANICAL JOINTS.1.
2.
NOTES:NOTE:
ANCHOR TEE
WATER MAIN
FINISHED GRADE
6" GATE VALVE
VALVE BOX
STANDARD VALVE
BOX AND COVER.
COVER SHALL READ
"WATER".
PUMPER CONNECTION
FACES ROAD
FILTER FABRIC
SET HYDRANT AT PROPER BURY LINE
BREAKAWAY FLANGE
COVER LABELED 'WATER' (TYP.)
FINISHED GRADE
FLANGE
ADJUSTABLE SLIDING
VALVE BOX (CENTER
OVER OPERATING NUT)
VALVE
WATER MAIN
UNDISTURBED MATERIAL
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
DRAIN PIPE OUTLET
12'6'
12'
SCALE: N.T.S.
RIPRAP EROSION CONTROL OUTLET PROTECTION APRON
NONWOVEN FILTER FABRIC
NOTE:
BASIN SHALL BE LARGE ENOUGH TO PREVENT
OVERTOPPING. SEE PROJECT SWPPP.
2 - 1" x1" x 4' WOODEN STAKES EACH BALE (TYP).
BALED HAY OR STRAW. MIN. SIZE SHALL BE 36" X 18" X 24"
PLACE FILTER FABRIC
BELOW CRUSHED
STONE
BUTT SEDIMENTATION
CONTROL BALES
TOGETHER
DISCHARGE HOSE
FROM SUMP
3
4" MIN. CRUSHED
STONE
SURROUND HAYBALES
WITH 1' WIDE OF 3
4" MIN
CRUSHED STONE
3
4" MIN. CRUSHED
STONE
SCALE: N.T.S.
CONSTRUCTION DEWATERING
PROPOSED ASPHALT
BERM OVER CURB
(IF NECESSARY)
NO PARKING WITHIN
10' OF ALL CONSTRUCTION
ENTRANCES. CONTRACTOR
TO POST SIGNS
50' MIN.
45' MIN.
12' MIN.20' MIN.10' MIN.OPTIONAL WASH RACK
PRE-CAST CONCRETE OR
CORRUGATED STEEL
PLATES SIDEWALKROADWAYCONSTRUCTION FENCE
10' MIN.PROVIDE DRAINAGE AWAY FROM STABILIZED
CONSTRUCTION ENTRANCE TO ACCEPTABLE
SEDIMENT TRAPPING DEVICE
1 1
2 " MIN. DIA. CRUSHED STONE.
MASSDOT SPEC M2.01.1
FILTER FABRIC
1 1
2 " MIN. DIA. CRUSHED STONE.
3" MIN.
3" MIN.
NOT TO SCALE
SCALE: N.T.S.
STABILIZED VEHICLE CONSTRUCTION EXIT10' MIN.SECTION A-A
PLAN
NOTES:
1.MODIFIED ROCKFILL SHALL MEET MASSDOT SPEC M2.02.4
2.RIP RAP SHALL BE AT LEAST 8" THICK FOR INSTALLATION
3.MATERIAL UNDERNEATH RIP RAP AND 8OZ GEOTEXTILE FABRIC
SHALL CONFORM TO THE TYPICAL CROSS SECTION AT THE
LOCATION INSTALLED.
DRAIN PIPE OUTLET
FINISH GRADE
FINISH GRADE
8OZ.
GEOTEXTILE
FABRIC
SCALE: N.T.S.
INFILTRATION BASIN SECTION
SCALE: N.T.S.
GABION BASKET
SCALE: N.T.S.
TYPICAL PRECAST CONCRETE CURB OUTLET WEIR
SCALE: N.T.S.
TYPICAL HYDRANT ASSEMBLY
SCALE: N.T.S.
WATER MAIN GATE VALVE
C-502MS
MS
TP
CIVIL DETAILS - 2
MT
9/26/2025
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
#Signed By:
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
DF
JFC
-
-
S-001
STRUCTURAL
GENERAL NOTES
A.GENERAL NOTES
1.ALL WORK MUST CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE 10TH EDITION.
2.PROPOSED FIELD MODIFICATION, REVISIONS AND ADDITIONS TO THE DESIGN DRAWING
MUST BE APPROVED BY THE ENGINEER, IN WRITING, BEFORE WORK BEGINS. ANY REQUEST
TO DEVIATE FROM THE ENGINEER'S SPECIFIED DETAILS ON THE DESIGN DRAWING BY THE
CONTRACTOR MUST BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL.
3.CONTRACTOR MUST PROVIDE ALL MATERIAL, LABOR, EQUIPMENT, CONSUMABLES, AND ALL
OTHER ITEMS REQUIRED TO COMPLETE THE WORK AS SPECIFIED ON THE DESIGN
DRAWINGS, PROJECT SPECIFICATIONS, AND AS NECESSARY TO COMPLETE THE WORK.
4.CONTRACTOR MUST VISIT THE PROJECT SITE AND OBSERVE CONDITIONS FOR THE
PROPOSED CONSTRUCTION. ANY DISCREPANCY BETWEEN THE DESIGN DRAWINGS AND
ACTUAL SITE CONDITIONS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
ENGINEER, IN WRITING, FOR RESOLUTION PRIOR TO COMMENCEMENT OF THE WORK.
5.COMPLETED SHOP DRAWINGS FOR ALL WORK MUST BE SUBMITTED FOR REVIEW AND
APPROVAL PRIOR TO THE START OF FABRICATION AND CONSTRUCTION ACTIVITIES.
6.UNLESS NOTED OTHERWISE ON THE DESIGN DRAWINGS, ALL DESIGN, MATERIALS,
FABRICATION, TESTING, AND CONSTRUCTION MUST COMPLY WITH THE FOLLOWING NOTES,
REFERENCED CODES, SPECIFICATIONS AND STANDARDS. SHOULD THESE NOTES, CODES,
SPECIFICATIONS OR STANDARDS CONFLICT, THE STRICTEST PROVISION MUST GOVERN
UNTIL WRITTEN CLARIFICATION IS PROVIDED TO THE CONTRACTOR.
7.THE STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH ALL OTHER DESIGN
DRAWINGS AND SPECIFICATIONS. REFER TO PROCESS EQUIPMENT, CIVIL, MECHANICAL,
ELECTRICAL DRAWINGS FOR LOCATIONS, DIMENSIONS, AND DETAILS OF EMBEDMENTS, AND
EQUIPMENT INSERTS, PADS, ANCHOR BOLTS, EXTERIOR GRADING AND OTHER PROJECT
REQUIREMENTS NOT SPECIFIED ON STRUCTURAL DRAWINGS.
B.PROTECTION OF EXISTING STRUCTURES NOTES
1.EXISTING STRUCTURES, CONDUITS, UTILITY LINES AND OTHER UTILITIES MUST BE IDENTIFIED
BY THE OWNER AND CONTRACTOR AND CLEARLY MARKED ON-SITE PRIOR TO INITIATING
CONSTRUCTION. IN THE EVENT THAT ANY UNMARKED OR UNKNOWN STRUCTURE/UTILITY IS
UNCOVERED BY THE CONTRACTOR, WORK MUST HALT AND THE CONTRACTOR MUST
REPORT ITS FINDINGS TO THE OWNER'S SITE REPRESENTATIVE FOR INSTRUCTIONS BEFORE
PROCEEDING FURTHER. THE EXISTING STRUCTURES AND UTILITIES THAT ARE ADJACENT TO
THE SITE AND THOSE TO REMAIN WITHIN THE LIMITS OF THE WORK MUST BE PROTECTED
AGAINST DAMAGE. THE CONTRACTOR WILL BE FULLY RESPONSIBLE IN THE EVENT OF
REMOVAL OF OR DAMAGE BY THE CONTRACTOR'S PERSONNEL TO ANY EXISTING OBJECTS
THAT ARE INTENDED BY THE OWNER TO REMAIN IN PLACE.
2.CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEETING, ETC., REQUIRED FOR
SAFETY AND PROPER EXECUTION OF THE WORK.
C.DESIGN CRITERIA NOTES
1.STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING
CODE 10TH EDITION.
2.DEAD LOAD:
WEIGHT OF TANKS AND EQUIPMENT.
3.LIVE LOAD:
SLAB................................ 60 PSF
4.SNOW LOAD:
GROUND SNOW .....................................................Pg = 30 PSF
5.WIND LOAD:
RISK CATEGORY ....................................................III
ULTIMATE WIND SPEED ........................................VULT = 139 MPH
NOMINAL WIND SPEED .........................................Vasd = 108 MPH
EXPOSURE CATEGORY ........................................C
DIRECTIONALITY FACTOR ....................................Kd = 0.85
GUST EFFECT FACTOR ........................................G = 0.85
TOPOGRAPHIC FACTOR .......................................Kzt = 1.00
6.SEISMIC LOAD:
RISK CATEGORY ....................................................III
IMPORTANCE FACTOR .........................................Ie = 1.25
SITE CLASSIFICATION ...........................................D
SEISMIC DESIGN CATEGORY ..............................B
RESPONSE MODIFICATION FACTOR ..................R = 1.25
DESIGN SPECTRAL RESPONSES ........................Ss = 0.152
S2 = 0.048
SDS = 0.162
SD1 = 0.077
SEISMIC FORCE RESISTING SYSTEM .................SYSTEM NOT SPECIFICALLY DETAILED
FOR SEISMIC RESISTANCE
ANALYSIS PROCEDURE .......................................EQUIVALENT LATERAL FORCE
7.GEOTECHNICAL:
REFERENCED SOIL PROPERTIES FROM GEOTECHNICAL REPORT ARE AS FOLLOWS:
APPROXIMATE GROUND WATER ELEVATION BELOW GRADE ................VARIES
SOIL BEARING CAPACITY (ALLOWABLE) .....................................................2,000 PSF
COEFFICIENT OF FRICTION ..........................................................................0.55
D.CAST-IN-PLACE CONCRETE NOTES
1.ALL CONCRETE WORK AND MATERIALS MUST BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND
THE CURRENT EDITION OF THE FOLLOWING STANDARDS:
a.MASSACHUSETTS STATE BUILDING CODE 9TH EDITION
b.GUIDE TO MASS CONCRETE (ACI 207)
c.SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301)
d.HOT WEATHER CONCRETE REQUIREMENTS (ACI 305)
e.COLD WEATHER CONCRETE REQUIREMENTS (ACI 306)
f.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)
g.BUILDING CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI 350)
h.RECOMMENDED PRACTICE FOR PLACING REINFORCING STEEL (CRSI)
i.STRUCTURAL WELDING CODE - REINFORCING STEEL (AWS D1.4)
j.PROJECT SPECIFICATIONS
k.OSHA STANDARDS 1910 & 1926
l.ACI DETAILING MANUAL (SP-66)
2.SHOP DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING OF THE
REINFORCING STEEL AND ACCESSORIES MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL
PRIOR TO ANY FABRICATION.
3.REINFORCING BARS MUST BE FABRICATED IN ACCORDANCE WITH THE STANDARD FABRICATED TOLERANCES
SPECIFIED IN ACI 315, CHAPTER 4.
4.DO NOT EMBED ALUMINUM IN THE CONCRETE.
5.ALL EXPOSED CONCRETE EDGES MUST HAVE A ¾" X ¾", 45° CHAMFER UNLESS NOTED OTHERWISE.
6.ALL PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE TREATED OR SEALED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS AND CONCRETE FINISH REQUIREMENTS.
7.UNLESS NOTED OTHERWISE STEEL REINFORCEMENT MUST CONFORM TO THE FOLLOWING STANDARDS:
a.REINFORCING STEEL MUST BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, GRADE 60.
b.WELDABLE REINFORCING STEEL MUST BE DEFORMED BILLET STEEL CONFORMING TO ASTM A706, GRADE
60.
c.UNLESS NOTED OTHERWISE ON THE DESIGN DRAWINGS ALL REINFORCING STEEL IS UNCOATED (PLAIN)
DEFORMED BARS.
d.TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.
PROVIDE SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES
DURING ALL CONSTRUCTION ACTIVITIES. WET "STICKING" DOWELS, ANCHORS, ETC. INTO CONCRETE IS
NOT PERMITTED.
e.REINFORCING STEEL MUST BE DETAILED AND FABRICATED IN ACCORDANCE WITH ACI 315 "DETAILS AND
DETAILING CONCRETE REINFORCEMENT".
f.UNDIMENSIONED HOOKS AT ENDS OF REINFORCEMENT AND STIRRUPS MUST BE STANDARD HOOKS IN
ACCORDANCE WITH ACI 318 UNLESS NOTED OTHERWISE.
g.REINFORCING STEEL MUST BE SPLICED AS SPECIFIED ON THE DESIGN DRAWINGS OR AS APPROVED, IN
WRITING, BY THE ENGINEER. WHEN SPLICE LENGTHS ARE NOT SPECIFIED ON THE DESIGN DRAWINGS
THEY MUST BE THE MINIMUM LENGTHS DEFINED IN THE "TENSION LAP SPLICE LENGTH" TABLE. SPLICES
NOT DEFINED ON THE DESIGN DRAWINGS MUST BE LAPPED IN ACCORDANCE WITH THE PROVISIONS OF
ACI 318 FOR CLASS B SPLICES.
h.REINFORCING STEEL MUST BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, CORNERS, AND
INTERSECTIONS UNLESS NOTED OTHERWISE. REINFORCING STEEL MUST NOT BE CONTINUOUS THROUGH
SLAB-ON-GRADE CONTROL JOINTS. REINFORCING STEEL MUST BE LAPPED AT NECESSARY SPLICES OR
HOOKED AT DISCONTINUOUS END WITH ACI 318 STANDARD HOOKS UNLESS NOTED OTHERWISE.
i.FIELD WELDING OF CROSSING BARS BY TACK WELDING IS STRICTLY PROHIBITED.
8.ALL REINFORCING STEEL MUST BE FREE FROM LOSE RUST, SCALE OR ANY FOREIGN MATERIAL PRIOR TO
PLACING ANY CONCRETE.
9.MECHANICAL REINFORCEMENT SPLICES SHALL BE PERMITTED SUBJECT TO THE CONTRACTOR PROPOSED
LOCATIONS AND APPROVAL, IN WRITING, BY THE ENGINEER. IN ALL ENGINEER APPROVED INSTANCES,
MECHANICAL SPLICES MUST DEVELOP AT A MINIMUM OF 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF
THE REINFORCING BAR.
10.MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE AS FOLLOW, UNLESS NOTED
OTHERWISE:
a.CONCRETE CAST AGAINST EARTH (NOT FORMED) .....................3"
b.CONCRETE EXPOSED TO EARTH OR WEATHER ..........................2"
11.UNLESS NOTED OTHERWISE CONSTRUCTION JOINTS MUST CONFORM TO THE FOLLOWING STANDARDS:
a.CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE SPECIFIED ON THE DESIGN DRAWINGS. ALL
OTHERS DEEMED NECESSARY, BY THE CONTRACTOR, MUST BE APPROVED, IN WRITING, BY THE
ENGINEER.
b.THE DESIGNATION "C.J." INDICATES A CONSTRUCTION JOINT BETWEEN SUCCESSIVE CONCRETE
PLACEMENTS.
12.A MINIMUM OF 72 HOURS MUST ELAPSE BETWEEN ADJACENT CONCRETE PLACEMENTS.
13.UNLESS NOTED OTHERWISE EMBEDDED ITEMS MUST CONFORM TO THE FOLLOWING STANDARDS:
a.CONCRETE WORK MUST BE COORDINATED WITH ALL PROCESS, EQUIPMENT, AND VENDOR'S DRAWINGS
FOR EMBEDDED ITEMS NOT SPECIFIED ON THE DESIGN DRAWINGS. THE CONTRACTOR IS FULLY
RESPONSIBLE FOR COORDINATING AND PLACING ALL EMBEDDED ITEMS SPECIFIED ON THE DRAWINGS
OR REQUIRED BY VARIOUS TRADES.
b.PRIOR TO PLACEMENT OF ANY CONCRETE, ALL DESIGN DRAWINGS MUST BE REVIEWED TO ENSURE THAT
ALL EMBEDDED ITEM ARE PROPERLY PLACED AND ANCHORED. THE CONTRACTOR MUST VERIFY
INSTALLATION AND LOCATIONS OF ALL EMBEDDED ITEMS INCLUDING, BUT NOT NECESSARILY LIMITED TO,
INSERTS, ANCHOR BOLTS, ANCHOR RODS, DOWELS, BLOCKOUTS, AND SLEEVES.
c.ALL EMBEDDED PLATES MUST BE FLUSH WITH FINISH SURFACE OF CONCRETE.
d.WATERSTOPS MUST BE OF SIZE AND TYPE AS SPECIFIED ON THE DESIGN DRAWINGS AND IN THE
PROJECT SPECIFICATIONS AND MUST BE CONNECTED TO PROVIDE A CONTINUOUS WATERTIGHT SEAL.
14.CONCRETE SURFACES SPECIFIED TO BE ROUGHENED MUST BE ROUGHENED TO ¼" AMPLITUDE IN
ACCORDANCE WITH ICRI CSP STANDARDS.
15.CONCRETE SLABS AND BEAMS MUST BE PLACED MONOLITHICALLY UNLESS NOTED OTHERWISE.
16.AIR-ENTRAIN ALL CONCRETE, EXCEPT FOR INTERIOR SLABS AND SLAB-ON-GRADE.
17.ALL CONCRETE MUST HAVE TYPE II PORTLAND CEMENT CONFORMING TO ASTM C150.
18.ALL CONCRETE MUST BE NOMINAL WEIGHT AND HAVE THE FOLLOWING MINIMUM STRENGTH UNLESS NOTED
OTHERWISE:
a.SLAB-ON-GRADE 4500 PSI @ 28 DAYS
BAR SIZE
DESIGNATION
LAP
CLASS
f'c = 3,000 psi
TOP BARS
CASE 1 CASE 2
OTHER BARS
CASE 1 CASE 2
28
22
B
A
#3
42
32
22
17
32
25
f'c = 4,000 psi
TOP BARS
CASE 1 CASE 2
OTHER BARS
CASE 1 CASE 2
24
19
36
28
19
15
28
22
f'c = 5,000 psi
TOP BARS
CASE 1 CASE 2
OTHER BARS
CASE 1 CASE 2
22
17
33
25
17
13
25
19
37
29
B
A
#4
56
43
29
22
43
33
32
25
48
37
25
19
37
29
29
22
43
33
22
17
33
26
47
36
B
A
#5
70
54
36
28
54
41
40
31
60
47
31
24
47
36
36
28
54
42
28
22
42
32
56
43
B
A
#6
84
64
43
33
64
50
48
37
72
56
37
29
56
43
43
33
65
50
33
26
50
38
81
63
B
A
#7
122
94
63
48
94
72
70
54
106
81
54
42
81
63
63
49
94
73
49
37
73
56
93
72
B
A
#8
139
107
72
55
107
82
80
62
121
93
62
48
93
72
72
55
108
83
55
43
83
64
105
81
B
A
#9
157
121
81
62
121
93
91
70
136
105
70
54
105
81
81
63
122
94
63
48
94
72
118
91
B
A
#10
177
136
91
70
136
105
102
79
153
118
79
61
118
91
91
70
137
105
70
54
105
81
131
101
B
A
#11
196
151
101
78
151
116
113
87
170
131
87
67
131
101
101
78
152
117
78
60
117
90
121N/A#14 181 93 139 105 157 81 121 94 140 72 108
161N/A#18 241 124 186 139 209 107 161 125 187 96 144
TENSION LAP SPLICE LENGTHS - GRADE 60 UNCOATED BARS
f'c = 3,000 psi or GREATER, NORMAL WEIGHT CONCRETE
NOTES :
1.TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE.
2.TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE BASED ON ACI 318-14, SECTION 12.2.2 AND 12.15, RESPECTIVELY.
TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM
CODE REQUIREMENTS. LENGTHS ARE IN INCHES.
3.CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING OF THE
BARS, ARE DEFINED AS:
4.LAP CLASS A VALUES ARE THE REQUIRED TENSION DEVELOPMENT LENGTHS, L d ; LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION
DEVELOPMENT LENGTHS; CLASS A - 1.0L d AND CLASS B = 1.3L d (ACE 318-02, SECTION 12.15.1).
5.LAP SPLICES OF #14 or #18 BARS ARE NOT PERMITTED. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE TENSION DEVELOPMENT
LENGTHS.
6.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
7.FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3; or WHEN f ct IS SPECIFIED, THE FACTOR IS 6.7 f'c /f ct > 1.0.
8.FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING FACTORS:
CASE 2
CASE 1BEAMS or
COLUMNS
CASE 2
CASE 1
ALL OTHERS
COVER AT LEAST 1d b AND CTR.-CTR. SPACING AT LEAST 2d b
COVER AT LEAST 1d b AND CTR.-CTR. SPACING AT LEAST 3d b
COVER LESS THAN 1d b AND CTR.-CTR. SPACING LESS THAN 3d b
COVER LESS THAN 1d b AND CTR.-CTR. SPACING LESS THAN 2d b
1.7 / 1.3 - 1.31COVER < 3d b or CTR.-CTR. SPACING > 7d b
CONCRETE COVER AND SPACING TOP BARS
1.50
OTHER BARS
1.20COVER< 3db or CTR.-CTR. SPACING < 7db 1.20
42'-6"15'-6"#7 @ 12" E.W., TOP & BOT.2'-0" @ EDGEOF SLAB4" (TYP.)EQUIPMENT PAD STRUCTURAL PLAN
SCALE: 12" = 1'-0"
EQUIPMENT PAD STRUCTURAL SECTION
SCALE: 12" = 1'-0"1'-0"COMPACTED CRUSHED STONE 7'-9"C.J.SLOPE 1%SLOPE 1%2'-1" @ MIDDLEOF SLAB1'-0"
MIN.
(TYP.)
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
#Signed By:
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
DF
JFC
N
-
-
S-101
EQUIPMENT PAD
STRUCTURAL LAYOUT
WELL 11
WELL 11
278 GPM
WELL 10
WELL 10
278 GPM
KOH INJECTION
(SEE SHEET
M-601)
8" PH-ADJUSTED
WATER
GAC UNIT
GAC-10100
30,000 LB GAC
EBCT 10.51 MIN
12' D
BFV-10130
BFV-10110
N.C.
N.C.
8" BACKWASH INFLUENT
GAC UNIT
GAC-10200
30,000 LB GAC
EBCT 10.51 MIN
12' D
8" PROCESS INFLUENT 8" PROCESS INFLUENT
TO DISTRIBUTION
SYSTEM ENTRY
POINT
8" BACKWASH EFFLUENT BACKWASH
INFILRATION LAGOON
BAG FILTER
10020
8" PROCESS EFFLUENT
6"
8"
PG-10202
ST-10202
PIT-10063
PG-10206
ST-10206
ST-10203
ST-10205
MEDIA
FILL
MEDIA
DRAIN
DRAIN
ARV-10201
ST-10204
PG-10106
ST-10102
ST-10106
ST-10103
ST-10105
MEDIA
FILL
MEDIA
DRAIN
PIT-10062
ARV-10101
DRAIN
PG-10102ST-10104
PIT-10061
BFV-10120
N.O.
BFV-10140
N.O.
BFV-10150
N.C.
BFV-10160
N.C.
BFV-10060
N.C.
FE/FIT-10066
BFV-10210
N.C.
BFV-10220
N.C.
BFV-10250
N.O.
BFV-10260
N.C.
BFV-10240
N.C.
BFV-10230
N.O.
PUMP STATION 10
PUMP STATION 11
FLOW INDICATING TRANSMITTERFIT
PRESSURE GAUGEPG
ABBREVIATIONS
BUTTERFLY VALVEBFV
CHECK VALVECV PRESSURE INDICATING TRANSMITTERSPIT
NORMALLY CLOSEDN.C.
NORMALLY OPENN.O.
SAMPLE TAPST
BACKWASH PUMPBWP
GATE VALVEGV
AIR RELEASE VALVE
CHECK VALVE
FLOW METER
BUTTERFLY VALVE
SAMPLE VALVE
PUMP
LEGEND
FIELD MOUNTED INSTRUMENT
BALL/ISOLATION VALVE
RUPTURE DISK
FLEXIBLE COUPLING
PRESSURE RELIEF VALVE
CHEMICAL METERING PUMP
GATE VALVE
MOTOR ACTUATORM
FE/FIT-10065
CCF 10 CHEMICAL
INJECTION VAULT
FLOW SWITCHFS
FLOW SWITCHFS
FS
FSH-10065
BFV-10020
N.O.
EQUIPMENT PAD
MO
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
CA
M-001
PROCESS FLOW DIAGRAM
MT
TB
5 1
4" THREADED TO
FLANGED CONNECTION
(2) 12'-0" Ø GAC VESSELS
PROP. EXTERIOR EQUIPMENT PAD
15'-4"7'-10"
42'-6"
15'-6"
3'-4" MIN.
1'-4" MIN.
EFFLUENT HYDRANT
8" X 6" DI REDUCER
5 1
4" THREADED TO
FLANGED CONNECTION HDPE TO DI FLANGE ADAPTER
8" HDPE 45° BEND
8" HDPE 90° BEND
8" FE/FIT-10066
(BELOW)
8" DI 45° BEND
6" DI 90° BEND
BAG FILTER
10020
INFLUENT HYDRANT
8" DI TEE
GAC VESSEL SAMPLE TAPS (TYP.)
19'-4"
8" HDPE BACKWASH WASTE TO LAGOON
8" HDPE INFLUENT
6" DI 90° BEND
8"X6" DI
REDUCER
HDPE TO DI
FLANGE ADAPTER
8" HDPE 45° BEND
8" HDPE 45° BEND
GAC-10100 GAC-10200
ARV-10100 ARV-10200
8" HDPE 45° BEND
8" DI 45° BEND
8" HDPE 45° BEND
HDPE TO DI
FLANGE ADAPTER
HDPE TO DI
FLANGE ADAPTER
8" HDPE 90° BENDHDPE TO DI FLANGE ADAPTER
HDPE TO DI FLANGE
ADAPTER
8" BFV-10060
(BELOW)
8" BFV-10110 8" BFV-10210
8" BFV-10130
8" BFV-10230
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
MO
CA
M-201
GAC CONTACTORS
MECHANICAL LAYOUT
SCALE IN FEET
0 6
SCALE: 1/2" = 1'-0"
4.531.5
N
MT
TB2M-2022M-2021
M-202
1
M-202
8" DI TEE
8" DI 90° BEND
HDPE TO DI FLANGE
ADAPTER
8" FE/FIT-10066
8" BFV-10060
3'-4" MIN.1'-4" MIN.
8" DI 45° BEND WITH HDPE
TO DI FLANGE ADAPTER
PROP. EXTERIOR
EQUIPMENT PAD
0'-4"
8" DI 45° BEND WITH HDPE
TO DI FLANGE ADAPTER
HDPE TO DI FLANGE ADAPTER
ELE. 27.5'
ELE. 28.9'
ELE. 30.4'
ELE. 32.1'
ELE. 33.6'
8" BFV-10210
8" BFV-10220
8" BFV-10140
8" BFV-10240
8" BFV-10150
8" BFV-10160
ELE. 27.2'
2'-0"
8" HDPE 90° BEND
8" DI 45° BEND
HDPE TO DI FLANGE ADAPTER
8" X 6" DI REDUCER
6" BFV-10020
6" DI 90° BEND
5 1
4" THREADED TO
FLANGED CONNECTION
INFLUENT HYDRANT
BAG FILTER 100208" HDPE 45° BEND
EFFLUENT HYDRANT
PROP. EXTERIOR EQUIPMENT PAD
2'-0"
8" HDPE BACKWASH
WASTE TO LAGOON
8" DI 45° BEND
8" HDPE 90° BEND 8" DI 90° BEND
8" HDPE 45° BEND
8" X 6" DI REDUCER
8" HDPE 45° BEND
8" HDPE 45° BEND
8" HDPE 45° BEND
6" DI 90° BEND
HDPE TO DI FLANGE ADAPTER
HDPE TO DI FLANGE ADAPTER
HDPE TO DI FLANGE ADAPTER
ELE. 27.7'
ELE. 28.8'
ELE. 29.3'
ELE. 30.5'
ELE. 27.5'
ELE. 28.9'
ELE. 30.4'
ELE. 32.1'
ELE. 33.6'
5 1
4" THREADED TO
FLANGED CONNECTION
ELE. 27.2'
0'-4"
APPROXIMATE
PROPOSED GRADE
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
MO
CA
M-202
EQUIPMENT PAD
MECHANICAL SECTIONS
MT
TB
SCALE: 3/8" = 1'-0"
GAC CONTACTORS MECHANICAL SECTION1
M-202
SCALE: 3/4" = 1'-0"
GAC CONTACTORS VALVE TREE SECTION2
M-202
WALL MOUNTED SINK1" TYPE K COPPER
SAMPLE LINE TO PH
ANALYZER
CHEMICAL FEED
CONTROL PANEL
PH RECORDER
RADIO TRANSCEIVER
PANEL BOARD
FIRE EXTINGUISHER
3" PVC SLEEVE
EMERGENCY SHOWER
WITH EYEWASH (FLOOR
MOUNTED)
LOCKER
INTAKE LOUVER
GAS VENT
END STAGE REGULATOR
3/4" GAS LINE FOR CONT. SEE SITE PLANS
3/4" NATURAL GAS LINE TO
HEATER (FAC. FOR MAIN STATION)1/2" L.P. GAS LINE TO HEATER
INTAKE LOUVER
3" PVC SLEEVE
4" PVC SLEEVE.
SLOPE TO VAULT
4" PVC DRAIN
WALL MOUNTED
GAS HEATER
2" HIGH CONCRETE PAD
CURRENT-TO-FREQUENCY
CONVERTERS
2" EMERGENCY MANUAL
SHUT-OFF VALVE
DRAIN IN PIPING TRENCH
TO OUTFALL
SUMP (TYP.)
ALUMINUM
ACCESS HATCH
FRP LADDER
12"Ø ACCESS
HATCH ABOVE
SUMP
EXTERIOR HOSE BIB W/ VACUUM
BREAKER (THRU WALL)
3" PVC
SLEEVE
FIXED DOOR PANEL
ELECTRIC UNIT HEATER
(WALL MOUNTED)
CHEMICAL OVERFLOW (DRIP) BOX
PVC VENT LINE
CHEMICAL FILL LINE CABINET
CHEMICAL OVERFLOW LINE
CHEMICAL FILL LINE
MANWAY
3" VENT LINE WITH INSECT SCREEN
AND DOWN TURNED ELBOW (TYP.)
2'-10" SECONDARY
CONTAINMENT DEPTH
EXISTING 8" DI WATER MAIN
PROP. 8" FE/FIT-10065PROP. 8" FLANGE
ADAPTER (TYP.)
INSTALL TRANSFER PUMP, DUAL
METERING PUMP SKID, CHEMICAL FEED
PUMPS, PIPING, AND APPURTENANCES
(SEE SHEET M-601)
1,500 GAL KOH BULK TANK
INSTALL 90 GAL KOH DAY TANK, LEVEL PROBE, VENT,
OVERFLOW, AND STAND
CCF #10
CCF #10 CHEMICAL
FEED VAULT
INSTALL NEW HYDROXIDE INJECTION
NOZZLE AND TUBING
3'-4" MIN.1'-4" MIN.
pH ANALYZER
DEMO EXISTING EMERGENCY
SHOWER AND EYEWASH
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
MO
CA
M-301
CORROSION CONTROL FACILITY 10
MECHANICAL LAYOUT
SCALE IN FEET
0 6
SCALE: 1/2" = 1'-0"
4.531.5
MT
TB
N
NOTES:
1.CONTRACTOR TO CUT AND REMOVE SECTION OF EXISTING DI PIPE AS NEEDED
TO INSTALL PROPOSED FLOW METER.
TO TANK
VENT
CALIBRATION
COLUMN (TYP.)
AIR RELEASE VALVE (TYP.)
AT PIPELINE HIGH-POINT
2" PVC VENT
ULTRASONIC
LEVEL
TRANSDUCER
1/2" PRESSURE
RELIEF RETURN
CHEMICAL
METERING
PUMP
1/2" PVC
1" PVC
SPARE CHEMICAL METERING PUMP
TO DAY
TANK
VENT
1" PRESSURE RELIEF RETURN
TO BULK STORAGE TANK
1" PVC
OVERFLOW
TRANSFER PUMP
1/2" SCHEDULE 80 PVC
DRAIN WITH CAMLOCK FITTINGS
1/2" SCHEDULE 80 DRAIN LINE
WITH MALE CAMLOCK
ADAPTOR (TYP.)
3" PVC VENT
2" PVC
2" PVC TANK FILL LINE
SPLASH PLATE
24 MESH
NON-CORRODABLE
SCREEN
2" PVC
OVERFLOW
ULTRASONIC
LEVEL
TRANSDUCER
1/2" FLEXIBLE TUBING
1/2" FLEXIBLE TUBING
TO DOSING POINT IN CCF
#10 CHEMICAL METERING
VAULT (SEE M-301)
DIAPHRAGM-TYPE
ANTI-SIPHON VALVE
PRESSURE GAUGE
1/2" QUICK CONNECT FITTING (TYP.)
SPARE 1/2"Ø FLEXIBLE TUBING INSIDE
EXISTING 3" RIGID PVC CONDUIT (TYP.)
DIAPHRAGM-TYPE
ANTI-SIPHON VALVE
1/4" FEP TUBING TO
DAY TANK (TYP.)
1/4" FEP TUBING
FROM FOUR
FUNCTION
VALVES
POTASSIUM HYDROXIDE (KOH) CHEMICAL FEED SCHEMATIC
N.T.S.SCALE:
24 MESH
NON-CORRODABLE
SCREEN (TYP.)
FOUR FUNCTION VALVE
BACKPRESSURE VALVE
PRESSURE RELIEF VALVE
ULTRASONIC LEVEL TRANSDUCER
EXPANSION JOINT
FLEXIBLE CONNECTION
STRAINER
PULSATION DAMPENER
PRESSURE GAUGE
AIR RELEASE VALVE
BALL VALVE
FOOTVALVE
ANTI-SIPHON VALVE
SOLENOID VALVE
CHECK VALVE
UNION
DEGASSING VALVE
FLOW SWITCH
S
LEGEND
EXISTING 1,500-GAL
BULK TANK
90-GAL DAY TANK
DUAL METERING PUMP SKID
1/2" DRAIN TO SAMPLE SINK
WITH MIN 1" AIR GAP
1/2" PE SAMPLE LINE
PRESSURE GAUGE
FLOW INDICATOR
FLOW CELL
1/2" PRESSURE RED. VALVE (TYP.)
1/2" BALL VALVE (N.O.)
ANALYZER/TRANSMITTER
SOLENOID VALVE (N.O.)
1/2" BALL VALVE (N.C.)
FILTER
FLOW REGULATOR
1/2" TO 1/4" REDUCER
1/2" BALL VALVE (N.O.)
1/4" BALL VALVE
pH ANALYZER SCHEMATIC
N.T.S.SCALE:
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
MO
CA
M-601
POTASSIUM HYDROXIDE
CHEMICAL FEED SCHEMATIC
MT
TB
NOTES:
1.FLOODED SUCTION REQUIRED.
2.VENT GAS PRIOR TO METERING PUMPS.
3.SLOPE SUCTION LINE DOWN FROM TANK TO METERING PUMP
SO GAS CANNOT ENTER PUMP HEAD.
4.ALL BALL VALVES USED SHALL BE 1/4 TURN TRUE UNION
VENTED BALL VALVES.
5.BACKPRESSURE VALVES SHALL BE INSTALLED IN SERIES PER
MASSDEP GUIDELINES.
6.CAMLOCK FITTINGS SHALL BE FRP.
7.ALL FITTINGS AND ACCESSORIES SHALL BE TRUE UNION.
8.1/2" FLEXIBLE TUBING SHALL EXTEND AT LEAST 2' FROM START
AND END OF 3" RIGID PVC CHEMICAL CONDUIT.
9.FLEXIBLE TUBING PROVIDED WITH EACH SYSTEM SHALL BE
COMPATIBLE WITH THE CHEMICAL BEING FED.
10.CHEMICAL METERING PUMPS SHALL INCLUDE AN INTERLOCK
SYSTEM THAT IS HARD WIRED OR USE A TWIST TYPE PLUG AND
RECEPTACLE WITH PILOT LIGHT "ON OR ENERGIZED"
INDICATOR TO HELP PREVENT OVERFEEDS.
11.MOUNTING PANELS FOR ALL CHEMICAL FEED EQUIPMENT,
INCLUDING BUT NOT LIMITED TO PUMPS, PIPING, CALIBRATION
COLUMN AND ANALYZERS, SHALL BE 1/2" PVC OR FRP WITH
UNISTRUT SUPPORTS.
12.CHEMICAL FEED SYSTEMS SHALL BE INSTALLED ACCORDING
TO THE REQUIREMENTS PROVIDED IN THE MASSDEP CHEMICAL
FEED SYSTEM CHECKLIST AND/OR ALL MASSDEP GUIDELINES
AND REGULATIONS.
PUMP STATION 10 DETAIL
WELL INSTALLATION NOTES:
1. REFER TO SPECIFICATION SECTION 11211 FOR WELL PUMP REQUIREMENTS.
2. 1
2" LEVEL TRANSMITTER SHALL BE INSTALLED IN A FLEXIBLE 3
4" POLYETHYLENE SLEEVE EXTENDING FROM THE SURFACE TO THE
REQUIRED INSTALLATION DEPTH. THE SLEEVE SHALL BE SECURED TO THE WELL CASING AND SHALL BE CAPPED AT THE BOTTOM. WIRING
SHALL BE LEFT AT GRADE FOR INSTRUMENTATION SUB-CONTRACTOR.
3. CONTRACTOR TO REMOVE AND PROTECT MAGNETIC FLOW METERS DURING CLEANING AND RECOATING.
4. CONTRACTOR TO REPLACE ALL NUTS, BOLTS, AND GASKETS IN DISCHARGE VAULTS.
REF. ELEV. 0.00'
PUMP INTAKE ELEV. -42.00'
BOTTOM OF WELL SCREEN ELEV. -54.00'
WELL SCREEN
TOP OF SCREEN ELEV. -44.00'
INSTALL LEVEL TRANSMITTER (SEE NOTE 2)
LOW LEVEL SHUT OFF TO BE 5' ABOVE PUMP INTAKE
(EL. -37.00)
6" COLUMN PIPE
CLEAN AND RECOAT PIPE IN ACCORDANCE WITH
SPECIFICATION SECTION 09960 (SEE NOTES 3 AND 4)
24"
DEMOLISH EXISTING VERTICAL TURBINE
PUMP, ELECTRIC MOTOR, AND
APPURTENANCES AND INSTALL NEW
VERTICAL TURBINE PUMP, ELECTRIC
MOTOR, AND APPURTENANCES
DEMOLISH EXISTING LINE SHAFT, PUMP, AND
APPURTENANCES AND INSTALL NEW LINE SHAFT,
PUMP, AND APPURTENANCES
PUMP STATION 11 DETAIL
REF. ELEV. 0.00'
PUMP INTAKE ELEV. -40.90'
BOTTOM OF WELL SCREEN ELEV. -53.10'
WELL SCREEN
TOP OF SCREEN ELEV. -48.10'
INSTALL LEVEL TRANSMITTER (SEE NOTE 2)
LOW LEVEL SHUT OFF TO BE 5' ABOVE PUMP INTAKE
(EL. -35.90)
6" COLUMN PIPE
24"
DEMOLISH EXISTING VERTICAL TURBINE
PUMP, ELECTRIC MOTOR, AND
APPURTENANCES AND INSTALL NEW
VERTICAL TURBINE PUMP, ELECTRIC
MOTOR, AND APPURTENANCES
DEMOLISH EXISTING LINE SHAFT, PUMP, AND
APPURTENANCES AND INSTALL NEW LINE SHAFT,
PUMP, AND APPURTENANCES
CLEAN AND RECOAT PIPE IN ACCORDANCE WITH
SPECIFICATION SECTION 09960 (SEE NOTES 3 AND 4)
SEPT 2025
0
24001053.001A
TOWN OF YARMOUTH DPW
WATER & WASTEWATER DEPARTMENT
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
REV DESCRIPTION
DSN CHK
DATE
DWN APP
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
1"0
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
YARMOUTH WELLS 10 & 11
SEASONAL PFAS TREATMENT SYSTEM
DWSRF-19119
NOT FOR
CONSTRUCTION
MO
CA
M-602
WELL PUMP DETAILS
MT
TB
PLUMBING LEGENDPLUMBING NOTES:NCGGGPROPANE STORAGE PIPING SCHEMATICNOT TO SCALE1PROPANE TANK DETAIL2ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119P-001PLUMBING LEGEND ANDGENERAL NOTESRLBRLBRHBRHB
0+00ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119P-101WELL 10 SITE PLANSCALE: 1"=20'-0"PLUMBING SITE PLANSRLBRLBRHBRHBWELL 11 SITE PLANSCALE: 1"=20'-0"
GENERAL NOTESDEMOLITION NOTESELECTRICAL SYMBOLSELECTRICAL SYMBOLS······ABBREVIATIONSENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-001ELECTRICAL LEGENDAND GENERAL NOTESRLBRLBMCMC
WELL 10 STATION ONE LINE DIAGRAM - DEMOLITIONNOT TO SCALEWELL 10 STATION ONE LINE DIAGRAMNOT TO SCALEWELL 10 CCF ONE LINE DIAGRAM - DEMOLITIONNOT TO SCALEWELL 10 CCF ONE LINE DIAGRAMNOT TO SCALEENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-002ELECTRICAL WELL 10ONE LINES DIAGRAMSRLBRLBMCMC
WELL 11 STATION ONE LINE DIAGRAM - DEMOLITIONNOT TO SCALEWELL 11 STATION ONE LINE DIAGRAMNOT TO SCALEENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-003ELECTRICAL WELL 11ONE LINES DIAGRAMSRLBRLBMCMC
0+00ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-101WELL 10 SITE PLANSCALE: 1"=20'-0"ELECTRICAL SITE PLANSRLBRLBMCMCWELL 11 SITE PLANSCALE: 1"=20'-0"
10.110.210.A10.B10.A.110.A.210.3PROP. 8" FLANGE ADAPTER (TYP.)INSTALL TRANSFER PUMP, DUAL METERING PUMP SKID, CHEMICAL FEEDPUMPS, PIPING, AND APPURTENANCES (SEE SHEET M-601)INSTALL NEW HYDROXIDE INJECTION NOZZLE AND TUBING10.110.210.A10.B10.A.110.A.210.3PROP. 8" FLANGE ADAPTER (TYP.)INSTALL TRANSFER PUMP, DUAL METERING PUMP SKID, CHEMICAL FEEDPUMPS, PIPING, AND APPURTENANCES (SEE SHEET M-601)INSTALL NEW HYDROXIDE INJECTION NOZZLE AND TUBINGENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-301WELL 10 STATION PLANSCALE: 1/4"=1'-0"ELECTRICAL WELL 10PLANSRLBRLBMCMCWELL 10 CCF PLANSCALE: 1/4"=1'-0"WELL 10 STATION DEMOLITION PLANSCALE: 1/4"=1'-0"WELL 10 CCF DEMOLITION PLANSCALE: 1/4"=1'-0"
ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-302GAC VESSELS PADPLANSRLBRLBMCMCGAC VESSELS PAD PLANSCALE: 1/4"=1'-0"
11.A11.B11.A11.B11.111.2B.11A.11ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-401WELL 11 STATION PLANSCALE: 1/4"=1'-0"ELECTRICAL WELL 11PLANSRLBRLBMCMCWELL 11 STATION DEMOLITION PLANSCALE: 1/4"=1'-0"WELL 11 CCF DEMOLITION PLANSCALE: 1/4"=1'-0"
WELL 10 STATIONCONTROL BLOCK WIRING DIAGRAMNOT TO SCALEWELL 11 STATIONCONTROL BLOCK WIRING DIAGRAMNOT TO SCALEWELL 10 STATION DEMOLITIONCONTROL BLOCK WIRING DIAGRAMNOT TO SCALEWELL 11 STATION DEMOLITIONCONTROL BLOCK WIRING DIAGRAMNOT TO SCALEWELL 10 CCFCONTROL BLOCK WIRING DIAGRAMNOT TO SCALEWELL PUMPSCONTROL WIRING DIAGRAMNOT TO SCALEENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-501ELECTRICALWIRING DIAGRAMSRLBRLBMCMC
CONDUIT PENETRATIONTHROUGH EXISTING CONCRETE WALLNOT TO SCALEPOWER CABLE/CONDUIT SCHEDULELIGHTING FIXTURE SCHEDULENOT TO SCALEDUCTBANK SECTIONSDUCT / CABLE SCHEDULESECTION A-ASECTION B-BSECTION D-DSECTION C-CSIGNAL CABLE/CONDUIT SCHEDULECONTROL CABLE/CONDUIT SCHEDULENOT TO SCALEBASE DETAILLIGHT POLESECTION E-EENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comSEPT 2025024001053.001ATOWN OF YARMOUTH DPWWATER & WASTEWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673REVDESCRIPTIONDSNCHKDATEDWNAPPDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.1"0SCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 22 x 34NOT FORCONSTRUCTIONYARMOUTH WELLS 10 & 11SEASONAL PFAS TREATMENT SYSTEMDWSRF-19119E-601ELECTRICAL DUCTBANK SECTIONS,SCHEDULES, & DETAILSRLBRLBMCMC