MEPA ENF - Salem Willows Pier-2of2 (07.30.2021) attachmentsProactive by Design
Attachment 1 – Locus Plan
SOURCE:
QUADRANGLE LOCATION
SHEET NO.
PREPARED BY:PREPARED FOR:
PROJECT NO.DATE:REVISION NO.
DESIGNED BY:
PROJ MGR:
DRAWN BY:
REVIEWED BY:CHECKED BY:
SCALE:
GZA GeoEnvironmental, Inc.
Engineers and Scientists
www.gza.com
DMF-21002 RECREATIONAL FISHING PIER
SALEM WILLOWS PARK
SALEM, MASSACHUSETTS
LOCUS PLAN
COMMONWEALTH OF MASSACHUSETTS
DIVISION OF MARINE FISHERIES
251 CAUSEWAY STREET, SUIT 400
BOSTON, MA 02114
MAY 2021 18.0174941.00
FIGURE
1
1 OF 2
DAS
AJK
ABB
AJK
DAS
AS SHOWN
0 2,500 5,000 10,000
SCALE IN FEET 1'' = 5,000'
BASE MAP FROM THE FOLLOWING USGS QUADRANGLE MAPS:
MARBLEHEAD NORTH, MA (2021)
DIGITAL TOPOGRAPHIC MAPS PROVIDED BY USGS.GOV.
CONTOUR ELEVATIONS REFERENCE NAVD 88,
CONTOURS ARE SHOWN IN FEET AT 10-FOOT INTERVALS
SITE
N
S
EW
JULY 2021
Proactive by Design
Attachment 2 – Historic Authorizations
Proactive by Design
Attachment 3 – Photographic Log
Photographic Log
Page 1 of 3
Client Name:
Massachusetts Division of Marine Fisheries
Site Location:
Salem Willows Pier (200 Fort Ave., Salem, MA)
Project No.:
18.0174941.00
Photo No.
1
Date:
4/29/2019
Direction Photo Taken:
Aerial Image
Description:
Google Earth image of
the site.
Photo No.
2
Date:
4/21/2021
Direction Photo Taken:
East
Description:
A view of the existing pier
from shore to the north
of existing landward
access.
Photographic Log
Page 2 of 3
Client Name:
Massachusetts Division of Marine Fisheries
Site Location:
Salem Willows Pier (200 Fort Ave., Salem, MA)
Project No.:
18.0174941.00
Photo No.
3
Date:
4/21/2021
Direction Photo Taken:
Northeast
Description:
A view of the existing pier
from shore to the south.
Photo No.
4
Date:
4/21/2021
Direction Photo Taken:
South
Description:
Typical view of existing
pier’s timber construction
with timber pile/post
supports exposed at the
northern edge of the
existing stone mound.
Photographic Log
Page 3 of 3
Client Name:
Massachusetts Division of Marine Fisheries
Site Location:
Salem Willows Pier (200 Fort Ave., Salem, MA)
Project No.:
18.0174941.00
Photo No.
5
Date:
--
Direction Photo Taken:
West
Description:
Photograph provided by
DMF/City of Salem. A
view of the existing pier,
taken from the water,
looking at the seaward
end of the structure.
Photo No.
6
Date:
--
Direction Photo Taken:
West
Description:
Photograph provided by
DMF/City of Salem. A
view of the deck of the
existing pier, looking
toward shore from the
seaward end of the
structure.
Proactive by Design
Attachment 4 – Permit Drawings
-22OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWUPB-3B-2B-1B-4B-5UPUPMAG 11.53'MAG 14.39'CBCBLAD11121313131414151112131493210-1-2-3-4-5-6-7-8-9-10-11-12-13-14-15-16-17-18-19AA'76550-1-2-3-4-5-6-7-8-9-10-11-13-14-12-15-16-17-18-19-20-21-1413-10-8-7-1-9-9-8-10-10-11FEMA VE +16MHW +4.2MLW -4.73NAVD88 0.0FEMA VE +16MHW +4.2MLW -4.73NAVD88 0.0ELEVATION (NAVD88)-10010155-5-15-20-252025-30-35-40-45-50ELEVATION (NAVD88)-10010155-5-15-20-252025-30-35-30-45-50SHEET NO.PREPARED BY:PREPARED FOR:PROJECT NO.DATE:REVISION NO.DESIGNED BY:PROJ MGR:DRAWN BY:REVIEWED BY:CHECKED BY:SCALE:GZA-J:\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\18.0174941.00-DRAFT ENF (07.13.2021).dwg [1.-EX SITE PLAN] July 20, 2021 - 3:26pm alexander.karpC- GZA GeoEnvironmental, Inc.GZAGeoEnvironmental, Inc.Engineers and Scientistswww.gza.com2021DMF-21002 RECREATIONAL FISHING PIERSALEM WILLOWS PARKSALEM, MASSACHUSETTSEXISTING SITE PLAN AND PROFILECOMMONWEALTH OF MASSACHUSETTSDIVISION OF MARINE FISHERIES251 CAUSEWAY STREET, SUITE 400BOSTON, MA 02114JULY, 202118.0174941.00DRAWING11 OF 4DASAJKABBAJP/AJKABBAS SHOWNMLW -4.73MLW -4.73EXISTINGPAVEMENTEXISTINGTIMBER PIERDECK EL. +9.2'±EXISTINGTIMBER PIERDECK EL. +10.0'±EXISTINGLAWNEXISTINGCONCRETE WALLTOP EL. +12.4'±4" PVC INV.EL. +9.13'10" CMP INV.EL. +7.68'WATERSPIGOTELECTRICALSERVICEEXISTINGCONCRETEDECKBENCH(TYP.)STORMDRAIN RIMEL. +12.41PILE(TYP.)MHW 4.2'MHW 4.2MHW 4.2'MHW 4.2'AHTL 6.64'AHTL 6.64'MHW 4.2'SITE BENCHMARKI.R. EL. +11.0' NAVD88EX.BUILDINGGRANITEWALLEXISTING TIMBERPIER DECK EL. +10.0±SCALE IN FEET0102040600010204060VERTICAL SCALE IN FEET10204060HORIZONTAL SCALE IN FEETNEBBFLOODBEVERLY HARBOREXISTING PROFILE A-A'SCALE H: 1" = 20'V: 1" = 20'EXISTING SITE PLANSCALE: 1" = 20'EXISTINGLAWNLAND SUBJECT TO COASTAL STORM FLOWAGECOASTAL BEACH / ROCKY INTERTIDAL SHORELAND UNDER THE OCEANTOP OF COASTAL BANKTOP OF COASTAL BANKSHELLFISH SUITABILITY AREA - SEE NOTE 5.EXISTING GRADE (VARIES)INFERRED TOP OF ROCK(ACTUAL CONDITIONS VARY)GENERAL NOTES1.THE BASE MAP, SOIL BORINGS, TOPOGRAPHIC SURVEY, AND HYDROGRAPHICSURVEY INFORMATION WERE DEVELOPED FROM ELECTRONIC DRAWINGFILES DEVELOPED BY CLE ENGINEERING, PROVIDED TO GZA BY THE CLIENT,ENTITLED "SALEM WILLOWS PARK HANDICAPPED ACCESSIBLE FISHING PIER,"DATED: 9/7/17, ORIGINAL SCALE: 1"=20', CAD FILE: 16262. CONCEPT.DWG.2.ELEVATIONS ARE IN FEET AND REFERENCE THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD88): MLW=-4.7, NAVD88=0.0, MHW=4.2, AHTL=6.6, FEMA100-YEAR FLOOD ZONE AE=16.0.3.LIMITED SUPPLEMENTAL TOPOGRAPHIC SURVEY PERFORMED BY GZAGEOENVIRONMENTAL, INC., ON APRIL 21, 2021 AND REPRESENTS CONDITIONSAT THE TIME OF THE SURVEY.4.TOPOGRAPHIC AND HYDROGRAPHIC SURVEY ELEVATIONS AND SOUNDINGSARE IN FEET AND TENTHS, AND REFER TO THE NAVD88 DATUM.5.SHELLFISH SUITABILITY AREA, FEMA FLOOD HAZARD, AND TIDELANDSJURISDICTION CH91 LAYERS FROM MASSGIS OLIVER ONLINE MAPPING TOOL,ACCESSED 7/13/2021 TO 7/20/2021.MHWNAVD88 = 0.0MLW8.9'DATUM RELATIONSHIPNOT TO SCALEFEMA 100 - YEAR FLOOD4.2'11.3'HTL20.7'16.0'4.7'6.6'EXISTING GRADE (VARIES)NOTE: EXISTING PILE SUPPORTS, RAILING, BRACING,AND MISCELLANEOUS FEATURES ARE NOT SHOWNOR MAY VARY.APPROXIMATE LOCATION OFSEASONALLY-INSTALLED 20' X 40'FLOAT AND ACCESS GANGWAYEXISTING PILE-SUPPORTEDGANGWAY HOIST "GALLOWS FRAME"TIDELANDS JURISDICTION CH91- HISTORIC HIGH WATER LINE
-22OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWUPUPUPMAG 11.53'MAG 14.39'CBCBLAD11121313131414151112131493210-1-2-3-4-5-6-7-8-9-10-11-12-13-14-15-16-17-18-1976550-1-2-3-4-5-6-7-8-9-10-11-13-14-12-15-16-17-18-19-20-21-1413-10-8-7-1-9-9-8-10-10-11MLW = -4.7MHW = 4.2DECK EL. 9.2± (VARIES)REINFORCEDLACING GROMMETS22 OZ / YD, PVCCOATED, POLYESTERIMPERVIOUS SKIRTFLOTATION5/16" GALVANIZEDSTEEL BALLAST CHAIN12"DEPTH AS REQUIREDCLOSED CELLFOAM FLOTATION22 OZ PVC COATEDPOLYESTER BASE FABRIC5/16" DIA. PVC COATED7 x 19 TENSION CABLEHEAT SEALED SEAMSTHROUGHOUTTOOL FREE ALUMINUMUNIVERSAL END CONNECTORS(OIL BOOM TYPE)SHEET NO.PREPARED BY:PREPARED FOR:PROJECT NO.DATE:REVISION NO.DESIGNED BY:PROJ MGR:DRAWN BY:REVIEWED BY:CHECKED BY:SCALE:GZA-J:\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\18.0174941.00-DRAFT ENF (07.13.2021).dwg [2.-PR PH1 DEMO PLAN] July 20, 2021 - 3:27pm alexander.karpC- GZA GeoEnvironmental, Inc.GZAGeoEnvironmental, Inc.Engineers and Scientistswww.gza.com2021DMF-21002 RECREATIONAL FISHING PIERSALEM WILLOWS PARKSALEM, MASSACHUSETTSPHASE 1: PROPOSED DEMOLITIONWORK PLAN AND SECTIONCOMMONWEALTH OF MASSACHUSETTSDIVISION OF MARINE FISHERIES251 CAUSEWAY STREET, SUITE 400BOSTON, MA 02114JULY, 202118.0174941.00DRAWING22 OF 4DASAJKABBAJP/AJKABBAS SHOWNMLW -4.73MLW -4.73EXISTINGPAVEMENTDEMOLISH AND REMOVE EXISTING TIMBER PIER, PILES, AND ASSOCIATED MATERIALS.ALL EXISTING SOIL, ROCK, AND NATURALLY OCCURRING SEDIMENT MATERIALS SHALL REMAIN.(TYP., REFER TO TYPICAL CROSS SECTION - THIS SHEET FOR ADDITION INFORMATION)EXISTINGLAWNEXISTINGCONCRETE WALLTOP EL. +12.4'±4" PVC INV.EL. +9.13'10" CMP INV.EL. +7.68'WATERSPIGOTELECTRICALSERVICEEXISTINGCONCRETEDECKBENCH(TYP.)STORMDRAIN RIMEL. +12.41DEMOLISH AND REMOVE EXISTING PERIPHERALPILES, FENDERS, AND APPURTENANCES (TYP.)MHW 4.2'MHW 4.2MHW 4.2'MHW 4.2'AHTL 6.64'AHTL 6.64'MHW 4.2'SITE BENCHMARKI.R. EL. +11.0' NAVD88EX.BUILDINGGRANITEWALLSCALE IN FEET010204060NEBBFLOODBEVERLY HARBORPROPOSED PHASE 1 DEMOLITION WORK PLANSCALE: 1" = 20'EXISTINGLAWNLAND SUBJECT TO COASTAL STORM FLOWAGECOASTAL BEACH / ROCKY INTERTIDAL SHORELAND UNDER THE OCEANTOP OF COASTAL BANKTOP OF COASTAL BANKSHELLFISH SUITABILITY AREA - SEE NOTE 5.GENERAL NOTES1.THE BASE MAP, TOPOGRAPHIC SURVEY, AND HYDRGRAPHIC SURVEYINFORMATION WERE DEVELOPED FROM ELECTRONIC DRAWING FILESDEVELOPED BY CLE ENGINEERING, PROVIDED TO GZA BY THE CLIENT,ENTITLED "SALEM WILLOWS PARK HANDICAPPED ACCESSIBLE FISHING PIER,"DATED: 9/7/17, ORIGINAL SCALE: 1"=20', CAD FILE: 16262. CONCEPT.DWG.2.ELEVATIONS ARE IN FEET AND REFERENCE THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD88): MLW=-4.7, NAVD88=0.0, MHW=4.2, AHTL=6.6, FEMA100-YEAR FLOOD ZONE AE=16.0.3.LIMITED SUPPLEMENTAL TOPOGRAPHIC SURVEY PERFORMED BY GZAGEOENVIRONMENTAL, INC., ON APRIL 21, 2021 AND REPRESENTS CONDITIONSAT THE TIME OF THE SURVEY.4.TOPOGRAPHIC AND HYDROGRAPHIC SURVEY ELEVATIONS AND SOUNDINGSARE IN FEET AND TENTHS, AND REFER TO THE NAVD88 DATUM.5.SHELLFISH SUITABILITY AREA, FEMA FLOOD HAZARD, AND TIDELANDSJURISDICTION CH91 LAYERS FROM MASSGIS OLIVER ONLINE MAPPING TOOL,ACCESSED 7/13/2021 TO 7/20/2021.DEMOLITION NOTES6.ALL EXISTING SITE FEATURES NOT SCHEDULED FOR DEMOLITION AND/ORREMOVAL, INCLUDING BUT NOT LIMITED TO STRUCTURES, UTILITIES,BENCHES, LAWNS, TREES, VEGETATION, STONE FILL, WALLS, FENCES,RAILINGS, SIGNS, LIGHTS, BENCHES, PAVEMENTS, AND CURBING SHALL BEPROTECTED OR RESTORED TO PRE-CONSTRUCTION CONDITION.7.ALL EXISTING PIER SUPPORTS, PILES, AND POSTS SHALL BE REMOVED INTHEIR ENTIRETY, ABOVE AND BELOW GRADE.8.THE LAND-BASED CONSTRUCTION ACCESS AND STAGING AREA SHALL BEDELINEATED, SECURED, AND MAINTAINED BY THE CONTRACTOR. EROSIONAND SEDIMENT CONTROLS SHALL BE INSTALLED AND MAINTAINED BY THECONTRACTOR, AS REQUIRED.9.WATER-BASED DEMOLITION AND REMOVAL ACTIVITIES SHALL BE ENCLOSEDBY FLOATING BOOM AND TURBIDITY CURTAIN TO CONTAIN SUSPENDEDSEDIMENTS, DEBRIS, AND OTHER MATERIALS GENERATED BY OR DURING THEWORK. THE FLOATING BOOM AND TURBIDITY CURTAIN SHALL BE PROVIDED,INSTALLED, MAINTAINED, AND ADJUSTED BY THE CONTRACTOR, ASREQUIRED. ACTUAL LOCATIONS OF FLOATING BOOM AND TURBIDITY CURTAINMAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE THE WORK,SUBJECT TO APPROVAL BY THE ENGINEER, OWNER AND CITY OFFICIALS.10.TYPICAL PIER CROSS-SECTION BASED ON ELECTRONIC COPIES OF A PLAN BYHOBBS (2008) AND AN INSPECTION REPORT BY KLEINFELDER (2013). ACTUALEXISTING CONSTRUCTION, DIMENSIONS, MATERIALS, MEMBER SIZES, ANDCONDITIONS VARY.MHWNAVD88 = 0.0MLW8.9'DATUM RELATIONSHIPNOT TO SCALEFEMA 100 - YEAR FLOOD4.2'11.3'HTL20.7'16.0'4.7'6.6'FLOATING BOOM AND TURBIDITY CURTAIN SHALL CONTAINWATER-BASED DEMOLITION ACTIVITY AND DEBRIS(TYP., SEE NOTE 9. - THIS SHEET)LAND-BASED CONSTRUCTIONACCESS AND STAGING AREA(TYP. SEE NOTE 8 - THIS SHEET)DEMOLISH AND REMOVE EXISTING PERIPHERALPILES, FENDERS, AND APPURTENANCES (TYP.)TYPICAL EXISTING PIER CROSS-SECTIONAPPROXIMATE SCALE: 1" = 4'3 X 12 DECKING10 X 14 STRINGERS(X5 EVENLY SPACED)3 X 8 CURB2 X 6 BOTTOM RAIL2 X 8 MID RAIL2 X 8 TOP RAIL2 X 6 RAIL CAP4 X 4 RAIL POST,SPACED 6' ± O.C.TIMBER BATTER PILE(X2 PER BENT, TYP.)TIMBER PLUMB PILE(X3 PER BENT, TYP.)TIMBER CROSS-BRACING (TYP.)SPLIT, TIMBER PILE CAP (TYP.)EXISTING GRADE(VARIES)(REFER TO DEMOLITION NOTES THIS SHEET FOR ADDITIONAL INFORMATION.)0248APPROXIMATE SCALE IN FEETTIMBER PLUMB PILE(X2 EVERY OTHER BENT, TYP.)TYPICAL DETIAL FLOATING BOOM WITH TURBIDITY CURTAIN NOT TO SCALETIDELANDS JURISDICTION CH91- HISTORIC HIGH WATER LINE
-22OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWUPUPUPMAG 11.53'MAG 14.39'CBCBLAD11121313131414151112131493210-1-2-3-4-5-6-7-8-9-10-11-12-13-14-15-16-17-18-19AA'76550-1-2-3-4-5-6-7-8-9-10-11-13-14-12-15-16-17-18-19-20-21-1413-10-8-7-1-9-9-8-10-10-1112345678910111213141516171819202223242526292730313233CDEAB2128FEMA VE +16MHW +4.2MLW -4.73NAVD88 0.0FEMA VE +16MHW +4.2MLW -4.73NAVD88 0.0ELEVATION (NAVD88)-10010155-5-15-20-252025-30-35-40-45-50ELEVATION (NAVD88)-10010155-5-15-20-252025-30-35-30-45-50SHEET NO.PREPARED BY:PREPARED FOR:PROJECT NO.DATE:REVISION NO.DESIGNED BY:PROJ MGR:DRAWN BY:REVIEWED BY:CHECKED BY:SCALE:GZA-J:\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\18.0174941.00-DRAFT ENF (07.13.2021).dwg [3.-PR PH2 CONST. PLAN] July 20, 2021 - 3:28pm alexander.karpC- GZA GeoEnvironmental, Inc.GZAGeoEnvironmental, Inc.Engineers and Scientistswww.gza.com2021DMF-21002 RECREATIONAL FISHING PIERSALEM WILLOWS PARKSALEM, MASSACHUSETTSPHASE 2: PROPOSED CONSTRUCTIONSITE PLAN AND PROFILECOMMONWEALTH OF MASSACHUSETTSDIVISION OF MARINE FISHERIES251 CAUSEWAY STREET, SUITE 400BOSTON, MA 02114JULY, 202118.0174941.00DRAWING33 OF 4DASAJKABBAJP/AJKABBAS SHOWNEXISTING PIER (TO BE REMOVED)DECK EL. +10.0±MLW -4.7'MLW -4.7'EXISTINGPAVEMENTEXISTING PIER (TO BE REMOVED)EXISTINGCONCRETE WALLTOP EL. +12.4'±ELECTRICALSERVICEEXISTINGCONCRETEDECKBENCH(TYP.)STORMDRAIN RIMEL. +12.41MHW 4.2'MHW 4.2'MHW 4.2'MHW 4.2'AHTL 6.6'AHTL 6.6'MHW 4.2'SITE BENCHMARKI.R. EL. +11.0' NAVD88EX.BUILDINGSCALE IN FEET0102040600010204060VERTICAL SCALE IN FEET10204060HORIZONTAL SCALE IN FEETNEBBFLOODBEVERLY HARBORSCALE H: 1" = 20'V: 1" = 20'SCALE: 1" = 20'PROPOSED PIERDECK EL. +13.0'±PROPOSED PIERDECK EL. +13.0±LANDINGEL. 11.3±PROPOSED ACCESS RAMP(TYP. TIMBER OR CONCRETE)RISE=1.7'±RUN=20.3'±1V:12H (MAX.)RAMPEXISTINGLAWN4" PVC INV.EL. +9.13'10" CMP INV.EL. +7.68'WATERSPIGOTGRANITEWALLEXISTINGLAWNPROPOSED PROFILE A-A'PROPOSED SITE PLANLAND SUBJECT TO COASTAL STORM FLOWAGECOASTAL BEACH / ROCKY INTERTIDAL SHORELAND UNDER THE OCEANTOP OF COASTAL BANKTOP OF COASTAL BANKSHELLFISH SUITABILITY AREA - SEE NOTE 5.EXISTING GRADE (VARIES)INFERRED TOP OF ROCK(ACTUAL CONDITIONS VARY)MAIN PIER BENT SPACING12' O.C. (TYP.)16" Ø X 58" TH. STEEL PIPE PILES, COAL-TAREPOXY EXTERIOR COATING, ROCK-SOCKETEDINTO LEDGE, CONCRETE-FILLED (TYP.)16" Ø CONCRETE-TUBEFOUNDATIONS (X4, TYP.)6" TO 12" TH. REINFORCEDCONCRETE LANDING PADEXISTING GRADE(VARIES)FLOATING BOOM AND TURBIDITY CURTAIN SHALL CONTAINWATER-BASED CONSTRUCTION ACTIVITY AND DEBRIS(TYP., SEE NOTE 8. - THIS SHEET)LAND-BASED CONSTRUCTIONACCESS AND STAGING AREA(TYP. SEE NOTE 7 - THIS SHEET)GENERAL NOTES1.THE BASE MAP, TOPOGRAPHIC SURVEY, AND HYDRGRAPHIC SURVEYINFORMATION WERE DEVELOPED FROM ELECTRONIC DRAWING FILESDEVELOPED BY CLE ENGINEERING, PROVIDED TO GZA BY THE CLIENT,ENTITLED "SALEM WILLOWS PARK HANDICAPPED ACCESSIBLE FISHING PIER,"DATED: 9/7/17, ORIGINAL SCALE: 1"=20', CAD FILE: 16262. CONCEPT.DWG.2.ELEVATIONS ARE IN FEET AND REFERENCE THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD88): MLW=-4.7, NAVD88=0.0, MHW=4.2, AHTL=6.6, FEMA100-YEAR FLOOD ZONE AE=16.0.3.LIMITED SUPPLEMENTAL TOPOGRAPHIC SURVEY PERFORMED BY GZAGEOENVIRONMENTAL, INC., ON APRIL 21, 2021 AND REPRESENTS CONDITIONSAT THE TIME OF THE SURVEY.4.TOPOGRAPHIC AND HYDROGRAPHIC SURVEY ELEVATIONS AND SOUNDINGSARE IN FEET AND TENTHS, AND REFER TO THE NAVD88 DATUM.5.SHELLFISH SUITABILITY AREA, FEMA FLOOD HAZARD, AND TIDELANDSJURISDICTION CH91 LAYERS FROM MASSGIS OLIVER ONLINE MAPPING TOOL,ACCESSED 7/13/2021 TO 7/20/2021.CONSTRUCTION NOTES6.ALL EXISTING SITE FEATURES NOT SCHEDULED FOR DEMOLITION AND/ORREMOVAL, INCLUDING BUT NOT LIMITED TO STRUCTURES, UTILITIES,BENCHES, LAWNS, TREES, VEGETATION, STONE FILL, WALLS, FENCES,RAILINGS, SIGNS, LIGHTS, BENCHES, PAVEMENTS, AND CURBING SHALL BEPROTECTED OR RESTORED TO PRE-CONSTRUCTION CONDITION.7.THE LAND-BASED CONSTRUCTION ACCESS AND STAGING AREA SHALL BEDELINEATED, SECURED, AND MAINTAINED BY THE CONTRACTOR. EROSIONAND SEDIMENT CONTROLS SHALL BE INSTALLED AND MAINTAINED BY THECONTRACTOR, AS REQUIRED.8.WATER-BASED CONSTRUCTION ACTIVITIES SHALL BE ENCLOSED BYFLOATING BOOM AND TURBIDITY CURTAIN TO CONTAIN SUSPENDEDSEDIMENTS, DEBRIS, AND OTHER MATERIALS GENERATED BY OR DURING THEWORK. THE FLOATING BOOM AND TURBIDITY CURTAIN SHALL BE PROVIDED,INSTALLED, MAINTAINED, AND ADJUSTED BY THE CONTRACTOR, ASREQUIRED. ACTUAL LOCATIONS OF FLOATING BOOM AND TURBIDITY CURTAINMAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE THE WORK,SUBJECT TO APPROVAL BY THE ENGINEER, OWNER AND CITY OFFICIALS.MHWNAVD88 = 0.0MLW8.9'DATUM RELATIONSHIPNOT TO SCALEFEMA 100 - YEAR FLOOD4.2'11.3'HTL20.7'16.0'4.7'6.6'PROPOSED MAIN PIER - APPROX. 330' LONG X 12' WIDEPROPOSED T-PIERAPPROX. 16' WIDE X 60' LONGNOTE: PROPOSED RAILING,BRACING, AND SAFETY LADDERSARE NOT SHOWN FOR DRAWINGCLARITY.B'B'C'CEXISTING PILES, FENDERS, AND APPURTENANCES(TYP., TO BE REMOVED)PROPOSED PILE-SUPPORTED HOIST"GALLOWS" FRAME (TYP.)SEASONALLY-INSTALLED 40' X 20' FLOAT ANDGANGWAY (TYP., TO REMAIN)PROPOSED REINFORCED CONCRETE ABUTMENT (TYP.)PROPOSED REINFORCEDCONCRETE ABUTMENT (TYP.)REMOVE AND RESET EXISTING STONES ASNEEDED TO FACILITATE CONSTRUCTIONTIDELANDS JURISDICTION CH91- HISTORIC HIGH WATER LINE
SHEET NO.PREPARED BY:PREPARED FOR:PROJECT NO.DATE:REVISION NO.DESIGNED BY:PROJ MGR:DRAWN BY:REVIEWED BY:CHECKED BY:SCALE:GZA-J:\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\18.0174941.00-DRAFT ENF (07.13.2021).dwg [4.-PR PH2 CONST. SECT] July 20, 2021 - 3:29pm alexander.karpC- GZA GeoEnvironmental, Inc.GZAGeoEnvironmental, Inc.Engineers and Scientistswww.gza.com2021DMF-21002 RECREATIONAL FISHING PIERSALEM WILLOWS PARKSALEM, MASSACHUSETTSPHASE 2: PROPOSED CONSTRUCTIONSECTIONS AND DETAILSCOMMONWEALTH OF MASSACHUSETTSDIVISION OF MARINE FISHERIES251 CAUSEWAY STREET, SUITE 400BOSTON, MA 02114JULY, 202118.0174941.00DRAWING44 OF 4DASAJKABBAJKABBAS SHOWNNOTES1.GALVANIZED STEEL ELEMENTS SHALL BE PROTECTED AND ISOLATED FROMCONTACT WITH ACQ-TREATED TIMBER ELEMENTS.6X8 RAIL POST (TYP).16" Ø X 58" TH. STEEL PIPE PILES, COAL-TAR EPOXYEXTERIOR COATING, ROCK-SOCKETED INTO LEDGE,CONCRETE-FILLED (TYP., X2 PER BENT)58"X10"X20" ROLLED HDG PILE CONNECTION PLATE(X2 PER PILE), WITH (X3) 1"Ø HDG. THRU BOLTS1.5"Ø (NOM.; 1.9" O.D.) SCHEDULE 80, GALV. STEELPIPE RAIL WITH 2"Ø (NOM.) SCHEDULE 40 PVC SLEEVEAT TIMBER POSTS.S.S. RAILING POST CAP (TYP.)GALV. STEEL RAILING INFILL (TYP., SEE DETAIL)6X12 TIMBER STRINGERS(X3) EQUALLY SPACED,CONNECTED TO PILE CAP WITH1"Ø HDG. THRU BOLTS9"X9"X12"TH. BENT HDG. PLATE CONNECTOR, 15" LONG, EACH SIDEOF 10X12 EDGE STRINGER AT PILE CAP, (X4) HORIZONTAL AND (X4)VERTICAL THRU BOLTS - EACH LOCATION4X4 TIMBER DECK EDGE SUPPORT, FASTENED TO EDGESTRINGER, BETWEEN RAIL POSTS WITH 34"Ø HDG. THRUBOLTS SPACED 3' O.C. MAX.3X8 TIMBER DECKING2X4 TIMBER CURB WITH 1X4 TIMBER SPACERS (TYP.),BETWEEN RAIL POSTS, EXCEPT AT WHEELCHAIRACCESS LOCATIONS12X16 TIMBER PILE CAP18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDEOF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS18"X18"X34" TH. HDG. STEEL TOP PLATEEXTEND DECKING 12" INCHESBEYOND INSIDE FACE OF RAILPOSTS AT ADA ACCESSLOCATIONS ONLY6X8 RAIL POST (TYP).16" Ø X 58" TH. STEEL PIPE PILES, COAL-TAR EPOXYEXTERIOR COATING, ROCK-SOCKETED INTO LEDGE,CONCRETE-FILLED (TYP., X3 PER BENT)58"X10"X20" ROLLED HDG PILE CONNECTION PLATE(X2 PER PILE), WITH (X3) 1"Ø HDG. THRU BOLTS1.5"Ø (NOM.; 1.9" O.D.) SCHEDULE 80, GALV. STEEL PIPE RAIL WITH 2"Ø (NOM.)SCHEDULE 40 PVC SLEEVE AT TIMBER POSTS.S.S. RAILING POST CAP (TYP.)GALV. STEEL RAILING INFILL (TYP., SEE DETAIL)6X12 TIMBER STRINGERS(X6) EQUALLY SPACED,CONNECTED TO PILE CAP WITH1"Ø HDG. THRU BOLTS9"X9"X12"TH. BENT HDG. PLATE CONNECTOR, 15" LONG, EACH SIDEOF EDGE STRINGER AT PILE CAP, (X4) HORIZONTAL AND (X4)VERTICAL THRU BOLTS - EACH LOCATION4X4 TIMBER DECK EDGE SUPPORT, FASTENED TO EDGESTRINGER, BETWEEN RAIL POSTS WITH 34"Ø HDG. THRU BOLTSSPACED 3' O.C. MAX.3X8 TIMBER DECKING2X4 TIMBER CURB WITH 1X4 TIMBER SPACERS (TYP.), BETWEENRAIL POSTS, EXCEPT AT WHEELCHAIR ACCESS LOCATIONS16"X12" TIMBER PILE CAP18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDEOF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS18"X18"X34"TH. HDG. STEEL TOP PLATE6X8 RAIL POST AT ADA ACCESSLOCATIONS (TYP).EXTEND DECKING 12" INCHESBEYOND INSIDE FACE OF RAILPOSTS AT ADA ACCESSLOCATIONS ONLY##LOWER RAIL AT ADAACCESS LOCATIONS6X8 RAIL POST1.5"Ø (NOM.; 1.9" O.D.) SCHEDULE 80, GALV. STEELPIPE RAIL WITH 2"Ø (NOM.) SCHEDULE 40 PVC SLEEVEAT TIMBER POSTS.S.S. RAILING POST CAP (TYP.)S.S. PIN TO LOCK PIPE RAILING (TYP.)GALV. STEEL RAILING INSERT (TYP.,SEE DETAIL)1"Ø HDG. THRU BOLTS TO CONNECT RAILPOSTS TO EDGE STRINGERS(X2 PER POST, TYP.)2X4 TIMBER CURB WITH 1X4 TIMBER SPACERS (TYP.),BETWEEN RAIL POSTS, EXCEPT AT WHEELCHAIRACCESS LOCATIONS3X8 TIMBER DECKING58"X10"X20" ROLLED HDG PILE CONNECTION PLATE (X2 PERPILE), WITH (X3) 1"Ø HDG. THRU BOLTS9"X9"X12"TH. BENT HDG. PLATE CONNECTOR, 15" LONG, EACH SIDEOF EDGE STRINGER AT PILE CAP, (X4) HORIZONTAL AND (X4)VERTICAL THRU BOLTS - EACH LOCATION12X16 TIMBER PILE CAP18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDEOF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS18"X18"X34"TH. HDG. STEEL TOP PLATE10X12 TIMBER EDGE STRINGERABCDEPROPOSED MAIN PIER SECTION B-B'SCALE: 1" = 2'0124SCALE IN FEET6X8 RAIL POST AT ADA ACCESSLOCATIONS (TYP).PROPOSED T-PIER SECTION C-C'SCALE: 1" = 2'TYPICAL PROPOSED LONGITUDINAL SECTIONSCALE: 1" = 2'NOTE: SOLID TIMBER BLOCKINGSHALL BE INSTALLED BETWEENSTRINGERS (NOT SHOWN)NOTE: SOLID TIMBER BLOCKINGSHALL BE INSTALLED BETWEENSTRINGERS (NOT SHOWN)16" Ø X 58" TH. STEEL PIPE PILES, COAL-TAR EPOXYEXTERIOR COATING, ROCK-SOCKETED INTO LEDGE,CONCRETE-FILLED (TYP.)STEEL CROSS-BRACING(TYP.)
Proactive by Design
Attachment 5 – Alternatives Analysis Table
July 2021
ENVIRONMENTAL NOTIFICATION FORM
DMF-21002, Recreational Fishing Pier, Salem Willows Park
18.0174941.00
Attachment 5: Alternatives Analysis Table
Alternative Type Advantages Disadvantages
Alternative 1
(Not Recommended)
“Do Nothing” No construction costs Uncertain indirect costs
Environmental/Coastal/Public Safety Hazard
Condition will not improve
Continued loss of function and value as public
recreational resource
Alternative 2
(Not Recommended)
In-Kind Reconstruction Theoretical lower construction cost
Accessible from existing grade
Maintains pre-damage aesthetic
Replicates the environmental exposure and
impacts of the existing structure
Lost/delayed opportunity for improvement
Expectation of similar or greater frequency
and magnitude of storm-related damage
Higher maintenance costs to maintain
functionality
Cost of demolition of the existing pier is fixed
Alternative 3
(Recommended)
Pier Replacement New and Improved structure
Mitigates environmental impacts
Increased functionality
Reduced number of piles
Elevated deck and other design improvements
to reduce expected frequency and magnitude
of storm-related damage (increased resiliency)
Costly alternative
Requires access ramp, stair, or modification
of existing grade for access from land
Elevated deck theoretically corresponds to
slightly longer fishing lines (for recreational
fishing)
Proactive by Design
Attachment 6 – Environmental Justice Populations Map
Environmental Justice Populations
Esri, HERE, MassGIS, Esri, HERE, Garmin, INCREMENT P, USGS, EPA
MA 2020 Environmental Justice Blockgroups
Minority
Income
Minority and Income
Minority, Income and English isolation
MA Municipalities
7/7/2021, 8:23:55 AM
0 0.45 0.90.23 mi
0 0.7 1.40.35 km
1:36,112
MA Executive Office of Energy and Environmental Affairs
MassGIS, Esri, HERE, Garmin, INCREMENT P, USGS, EPA | Esri, HERE | EEA GIS |
Proactive by Design
Attachment 7 – Distribution List
DMF-21002, Recreational Fishing Pier, Salem Willows Park
Salem, Massachusetts
Distribution List
GZA GeoEnvironmental, Inc.
MEPA Office
100 Cambridge Street, Suite 900
Boston, MA 02114
MEPA@mass.gov
Department of Environmental
Protection, Boston Office
Commissioner’s Office
One Winter Street
Boston, MA 02108
helena.boccadoro@mass.gov
DEP/Northeast Regional Office
Attn: MEPA Coordinator
205B Lowell Street
Wilmington, MA 01887
john.d.viola@mass.gov
Division of Marine Fisheries
North Shore
Attn: Environmental Reviewer
30 Emerson Avenue
Gloucester, MA 01930
DMF.EnvReview-North@mass.gov
Coastal Zone Management
Attn: Project Review Coordinator
251 Causeway Street, Suite 800
Boston, MA 02114
robert.boeri@mass.gov
patrice.bordonaro@mass.gov
Massachusetts Historical
Commission
The MA Archives Building
220 Morrissey Boulevard
Boston, MA 02125
[HARD COPY ONLY]
Massachusetts Department of
Transportation - Boston
Public/Private Development Unit
10 Park Plaza Suite #4150
Boston, MA 02116
MassDOTPPDU@dot.state.ma.us
Massachusetts DOT District Office
District #4
Attn: MEPA Coordinator
519 Appleton Street
Arlington, MA 02476
timothy.paris@dot.state.ma.us
Metropolitan Area Planning Council
North Shore Task Force
60 Temple Place/6th floor
Boston, MA 02111
dwynne@beverlyma.gov
ddeschamps@beverlyma.gov
City of Salem
City Council
Salem City Hall
93 Washington Street
Salem, MA 01970
isimons@salem.com
mfisher@salem.com
City of Salem
Planning Board
Salem City Hall
93 Washington Street
Salem, MA 01970
mwells@salem.com
slattrell@salem.com
City of Salem
Conservation Commission
Salem City Hall
93 Washington Street
Salem, MA 01970
kkennedy@salem.com
City of Salem
Board of Health
Salem City Hall
93 Washington Street
Salem, MA 01970
health@salem.com
GZA GeoEnvironmental, Inc.