HomeMy WebLinkAboutSite plans 9.2025TOWN OF YARMOUTH, MASSACHUSETTSTOWN OF YARMOUTH DEPARTMENT OF PUBLIC WORKSWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEMSEPTEMBER 2025SCALE: NTSLOCUS PLANNDWSRF-19119NOT FORCONSTRUCTIONTOWN ADMINISTRATORROBERT WHRITENOURDPW DIRECTORJEFFREY COLBY, P.E.WATER & WASTEWATER SUPERINTENDENTLAURIE RUSZALA, P.E.ASSISTANT WATER SUPERINTENDENTLUKE 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-13799
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
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-13799
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
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-13799
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
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
5' 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
(4) 8" DI 45° BENDS
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-13799
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
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.)
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-13799
NOT FOR
CONSTRUCTIONMATCHLINE B: SEE SHEET C-103N
MS
MS
TP
MT
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-13799
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: 9/18/2025 11:39 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-13799
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: 9/18/2025 10:46 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-13799
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
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-13799
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