ML17310A403
| ML17310A403 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 10/27/2017 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML17310A361 | List:
|
| References | |
| SBK-L-17157 | |
| Download: ML17310A403 (66) | |
Text
UPDATED FSARAPPENDIXSAMPLE DESCRIPTIONS FOR BORINGS MADE IN NOVEMBER-DECEMBER 1972(REFERENCE FSAR FIGURE 2.5-46)The information contained in this appendix was not revised, but has beenextracted from the original FSAR and is provided for historical information.
01890SAMPLE DESCRIPTIONSFORBORINGS MADE NOVEMBER-DECEMBER, 1972STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIRESubmittedtoATOMIC ELECTRICProject 7286GEOTECHNICAL ENGINEERS, INC.934 Main StreetJanuary 1973ENGINEERS INC.
NOTATIONwwater content of split-spoon sample received inthe laboratoryPLplastic limitequivalent unconfined compressive strength based onpenetrometer resistance measured in the laboratoryon the split-spoon sample1.There are no borings corresponding to the following numbers:Dl-2,2.Logs of the rock cores are shown on separate sheets.3. All samples taken withsplit-spoon sampler.
BORING NO. Dl-1SOIL DESCRIPTIONS9.8,,..I.ofNo.o-0.5115-16.5123426.510-112-2-340-17-3916-20Dark brown leaves and root material.Gray-brown slightly organic silty uniform fine tomedium sand.Brown and red-brown silty gravelly sand. Widelygraded; contains some fine-sandy silt pockets; graveup25 mm size.Brown silty gravelly sand. Widely graded; angularto subrounded grains; containsgravel upto 28 mm in size andnonplastic fines; fewgray lenses 5 mm thick and several rusty-brownspots.Light gray slightly silty and gravelly sand.Fine tocoarsewith a few gravel pieces up to 35size; angular to subrounded grains; 5-10% silt.
BORING NO.SOIL DESCRIPTIONS1230.5-l.6.510-1113-48-15-2:43-150Dark brownsilt. Nonplastic;contains some roots up to 0.5 mm diameter.Light brown sand. Fine to mediumuniformcontains few black organic pieces 0.5 mm in size;5% nonplastic fines.Brown to rusty-brown sandy silty gravel. Widelygraded; angular to subangular grains; containsnonplastic fines andsand; gravepieces up to 25 mm in size.w = 11.2%Gray silty gravelly sand. Widely graded; angulargrains; containsup to 30 mm inandslightly cohesvie fines.No. 7286DescriptionOfBlowsper14.0 NO. Dl-4SOIL DESCRIPTIONSbovc ground surfaceNo. *7286DescriptionofBlowsper2. 00.5-l.6.59.512345I13-13.913-3Dark brown decomposed leaves.Light brown slightly gravelly silty sand. Widelygraded; subangular grains; slightly plastic fines;gravel pieces up to 20 mm in size.Yellow-brown silty clay. Stiff; orange streaksthroughout sample; occasional pockets of orange finesand;discoloration on freshly broken surface.w = 19.9%Brown slightly clayey gravelly fine sand.grains; red-brown sand at top of sample; containgravel up to 30 mm in size.Gray gravelly silty sand. Widely graded;subangular gravel pieces up to 25 mm in size;slightly plastic fines.No recovery.
l-l-2NO.SOIL2.RIIINo.Brown gravelly silty sand. Widely graded; gravel isto subrounded; iron oxide staining onfreshly broken surfaces of gravel; gravel piecesrange in size up to 20 mm.Top is orange-brown silty fine to medium sand with atrace of coarse sand. Bottom is gray stratified sand:silt and Clay. Layers are 2 mm thick; con-tains some coarse sand and a few gravel pieces up to2 5 mm in size. wITop is dark brown leaves and decomposed rootmaterials. Bottom is brown sand. Sand ismostly fine-grained with a trace of medium andcoarse grains.Brown slightly gravelly silty sand. Widely graded;subangular to subrounded grains; contains a pocketof weathered quartz; orange-brown staining onfreshly broken gravel surfaces.in size.Light brown slightly silty fine sand. Contains fewsand grains and gravel pieces up to20 mm,III.II- 1.5I36.5!14-15.3l-2-10 3O-11.5NO.-6SOIL DESCRIPTIONSBrown organic silty finesmallandleaves.Light brown silty finecontains a fewgravelup to 15 mm inLight brown and red-brownsilty sand.Widely graded; some ironon weatheredgravel pieces up to 2 0 mm inRed-brown silty fine toHand. Generallyangular grains;of weathered rock.1o- 11.526.1No.Ofl - l42 NO.SOIL DESCRIPTIONS10-11o- 1.56.53Brown sandy organic silt.Contains leaves and rootsup to 8 mm diameter; some lighter brown silty sandpockets.Most of sample is gray angular rock fragments up to35 mm in size. One layer 30 mm thick is brownrusty-brown gravelly silty sand. Widely graded;angular grains; containsslightly cohesivefines and gravel up to 10 mm in size.Mottled brown, gray, and rusty-brown clayey silt.Verylow plasticity and toughness; w slightlyabove PL; contains brown and rnsty-brown silty finesand layers up to 40 mm thick; a few roots up to2 mm diameter.= 2.5 tsfw = 19.0%Brown and rusty-brown silty sandy gravel. Widelygraded; angular grains; containsfine tocoarse sand andnonplastic fines; gravelpieces up to 35 mm in size.13-14.5 15-30-55 Gray sandy silty gravel, Widely graded; angulargrains; contains slightly cohesvie fines and10% fine to coarse sand; gravel pieces up to 30in size.12345l-2-32-3-420-26-2955-90DescriptionOfNo.
NO.SOIL DESCRIPTIONSNo. 7286ion:IO1.9No.OfNumberper.Description1o-1.51-1-12Topisdark brown fine-sandy organicsiltcontainingseveral roots1 mm diameter;Bottom is brownand rusty-brown sandy silt containing many darkbrown organic pieces0.5 mm in size.26.531-40-72Brown slightly gravelly silty sand. Widely graded;angular to subrounded grains; containsnonplastic finesandgravel up to 35 mm insize; fast reactionshaking test.39127Gray-brown silty gravelly sand. Widely graded;angulargrains;containsgravel up to 25in size andnonplastic fines.
BORING NO,SOIL1o- 1.5ofBlowsI:2.22-2-2Light brown siltyDcacrlption BORING NO. Dl-10SOIL DESCRIPTIONS19.2GEOTECHNICAL ENGINEERS INC.No.231o- 1.538Blowsper2-2-33-4-5120Brown slightly organicsilt. Nonplastic; con-tainsfine to medium sand and several rootup to 1 mm diameter, many decomposed vegetationpieces 1 mm in size; fast reaction to shaking test.Brown gravelly silty sand. Widely graded; grains axangular to subangular; containsnonplasticfines andgravel up to 30 mm in size; fastreaction to shaking test.Similar to Sample No. 2, but more silty;graypockets or layers 30 mm thick; contains severalgray angular rock fragments at bottom.Project No.
BORING NO, Dl-11SOIL DESCRIPTIONSNo.OfBlows1o-2l-l-4-7Top is dark brown peat with many roots up to 1 mmdiameter. Bottom is brown sand. Fineuniform; contains few black organic pieces1 mmin size;5% silt.26.57-10-12Light gray silty sand.Fineuniform; veryfast reaction to shaking test; containsnonplastic fines; part of sample is silty gravellycontaining gravel up to 28 mm in size; angular310-11.527-30-44Gray silty sand.Widely graded;angular toded grainscontainsnonplastic fines; fewgravel pieces up to 8 mm in size.INC.
NO. Dl-12SOIL DESCRIPTIONSofo- 1.56.5l-l-317-32-57Brown and dark brown slightly organic siltysand. Fine to mediumcontains many pock-ets of dark brown organic sandy silt, and severalroots up to 6 mm diameter; fines are nonplastic;contains several gravel piecesmm in size.Brown gravelly silty sand.. Widely graded; angularsubangular grains; containsnonplastic fine;andup to 30 mm size; very fastreaction to shaking test.No.3.5 ENGINEERS INC.BORING NO.SOIL DESCRIPTIONS7286Dcecrlption12o-1.562-2-517-120Brown slightly organic silty sand. *Fine to mediumuniform; contains nonplastic finesand roots up to 1 mm diameter; some black organicpieces 0.5 mm size.Mottled gray, brown, and rusty-brown gravelly siltyWidely graded;to subroundedgrains;nonplastic fines andgravel up to 20 mm in size. w = 10.5%.
INC.BORING NO.SOIL DESCRIPTIONSDcecription19.4ofperBrown organic silty fine sand. Contains someat top and few small roots.Similar to Sample No. 4, but fines are slightly13-4-42321-28-2638-32-3114-22-31o- 0.525.5-7.510-11.515-16.520-21.525-25.21IA23456Light brownfine to medium sand.Contains afew gravel piece6 up to20 mm in size; fines arenonplastic.Light brown slightly gravelly very silty sand; sand isfine to coarse; few coarse gravel pieces are gray;contains some iron staining at bottom.Stratified light brown and red-brown and gray siltysand. Contains a few gravel pieces up to 20 mmin size.Gray slightly gravelly very silty sand. Widelygraded; few gravel pieces up to 35 mm in size.Similar to Sample No. 4, butare very slightlyplastic.
0.0ofDcecrlptlono-1.5l-l-3Top is dark brown decomposed roots and leaves.Bottom is red-brown slightly silty fine sand con-tainingnumerousmicaflakes.33-6-11Light brownsilty gravelly fine sand.Gravelpieces are subangular andin size up to20 mcontainsmica flakes.6.524-35-3:Brown slightlyfine sand. Containssome medium and coarseand few fine gravelpieces; one 25 mm size piece of subrounded quartzat top; occasional pockets of red-brown fine sand.Gray slightly clayey gravelly sand. Widely graded;gravelpiecesaresubangulartosubrounded.w =13-14.5Similar to Sample No. 4; 50 mm size piece of gravelatbottom.Gray moderately clayey gravelly sand. Widelygraded; gravel fragments are subangular and rangein size up to25 mm.20-21.59-27-2'Similar to Sample No. 6.INC.NO.
INC.5.8No. 7268NO.SOIL DESCRIPTIONSNo.ofDcecriptlon12o-6.5,2-2-47-7-5Rusty-brown silty sand. Fineuniform;containsnonplastic fines; trace of blackorganic specks0.5 mm in size; some black organicsandy silt and roots at top.Brownsandy clayey silt.Very stiff; low plasticity;slow reaction to shaking test; friablePL; wabove PL; containsfine to coarselar sand; several rusty-brown weathered gravelpieces up to 8 mm in3.5 tsfw = 17.4%
BORING NO.SOIL DESCRIPTIONSDescriptiono- 1.5l/12-21Brown leaves and root material; changes tobrown organic silty fine sand with layers of brownorganic silt.232Brown organic silty fine sand.2A13-123Light brown silty fine sand; changing to gravelly silt:fine to coarse sand at bottom.313-16-216.5Light brown and red-brown veryfine sand.Contains a trace of coarse sand and a few gravelpieces up to 35 mm in size; some iron staining.410-11.5Gray gravelly silty sand. Contains angular gravelfragments up to 30 mm in size; bottom of sampleis rock fragments.515-16.518-52-4Mottled gray and brown gravellyclay. Con-tains some coarse sand and gravel fragments up to35 mm in size.619-19.6Similar to Sample No. 5, but less clayey.w = 11.5%7250Similar to Sample No. 5, but more gravelly.w = 12.4%
BORING NO. El-lSOIL DESCRIPTIONSNo. 7286No.OfBlowsNo soil samples taken.(Bedrock at ground surface. )INC.
NO. El-2SOIL DESCRIPTIONSNo.o- 1.56.512No.3.8 ftNumberofDcecriptionBrown and dark brown slightly organic silty sand.Fine to medium contains 30 mm thickof sandy organic silt containing many smallup to 3 mm diameter; contains a few angulargravel pieces up to 22 mm in size.Light brown silty sand. Finesubangular; containsnonplastic fines; veryfast reaction totest; contains agravelup to 35 mm in size; some darker brown spots.3-14-619-31-54 1 . .II.l-l-l8-8-712-12-15INC.BORING NO. El-3SOIL DESCRIPTIONS15.21310-11.5o- 1.56.5DcecriptionBrown slightly organic silty sand. Fine to mediumcontains nonplastic fines; containsa few small roots up to 1 mm diameter and a traceblack decomposed vegetation fibers; one 50 mmthick layer at top is black sandy organic silt withsmall roots.Light brown sand. Fine to mediumuniform;5% silt; contains a few black organic specks0.5 mm in size.Gray gravelly silty sand. Widely graded; grains aresubangular to subrounded; containsslightlycohesive finesgravel up to 30 mm insize; moderately fast reaction to shaking test.w = 9.8%415-16.5 17-23-21 Similar to Sample No. 3.w = 11.4%---
- 20. 23 . 0No. 7286No.1l-l-lo- 1.5No Recovery.INC.NO. El -4L NO. El-5SOILNo.perDcecription12-3o-5-7-102.526.523-55-783BrownFineuniform; containsblack organic pieces < 1 mm in size; 5% nonplasticfines;one 20 mm size gravel piece.Brown and gray silty gravel. Widely graded;grains; contains3C -40% slightly sandy brown siltbetween the gray gravel and rock fragments rangingin size up to 28 mm; the brown silt is nonplastic; verfast reaction to shaking test.Brown fine-sandy organic silt with leaves, severalroots up to 3 mm diameter.
NO. El-6SOIL DESCRIPTIONS1o-1.5l-2-5No Recovery.(Pushed gravel. )INC.
No.rof12o- 26.61-1-7-1931-60-74Top is brown sandy organic silt containing roots upto12 mm diameter.Bottom is light brown tobrown gravelly silty sand. Widely graded; generallyangulargrains;containsnonplastic finesandgravel up to 18 mm in size; severalrusty-brown spots up to 10 mm in size.Similar to bottom portion of Sample No. 1, butslightly less silty and fewer rusty-brown spots.I BORING NO.SOIL DESCRIPTIONShofperNo.INC.Top is dark brown peat. Highly decomposed; contain!several roots up to 0.5 mm diameter. Bottom isbrownFineuniform; containsnonplastic fines.Similar to bottom portion of Sample No. 1.Gray silty gravelly sand. Widely graded; angular tosubangular grains; containsgravel up to34 mm in size andnonplastic fines.l-2-26-7-918-21-39o- 1.56.510-11.5123
. AUPDATED FSARAPPENDIX 2KSEISMIC SURVEY(THIS APPENDIX HAS BEEN EXTRACTED IN ITS ENTIRETY FROM THESTATION PSAR, WHERE IT IS REFERRED TO AS APPENDIX 2E)The information contained in this appendix was not revised, but has beenextracted from the original FSAR and is provided for historical information.
APPENDIX 2ESEISMIC SURVEYSSeismic refraction surveys wer e conducted in the following areas:the plant site; tidal marsh; Hampton Harbor; Hampton State Park-StateBeach; and offshore (to the east of Hampton State Beach).The purposeof these reconnaissance, seismic surveys was to determine depths tobedrock and depths of major seismic overburden discontinuities.Theresults of these surveys are summarized as follows:1.Plant Site AreaThe plan of the seismic lines of investigation, in the plantsite areashown on FigureIn addition to the previouslystated purpose, Linewas extended west to.providesupplimentary data for the groundwater hydrology study.Otherlines were extended north for the purpose of exploring thecontact zone between the Newburyport quartz diorite in thesite area and the Merrimack Formation to the north of thesite.The results of refraction surveys in the plant site area areshown on Figure(Sheets 1, 2, and 3).In 'general, theseismic survey showed that hard rock was shallow in the vicinityof the selected plant location, with dense till along thenorth side of the site and less dense till and possible otheroverburden materials west of the plant location.There isgood correlation between seismic and boring data.
The bedrock velocities measured by surface refraction techniquesranged between 13,000 16,000 ft/sec; this is indicative ofsound bedrock conditions.Overburden materials can be tentatively identified by theirrespective seismic velocities.Velocities for the overburdenmaterials ranged from 2,000 ft/sec for loose, unconsolidatedoverburden materials to 6,500 to 6,800 ft/sec for denseglacial till.In general, overburden materials with velocitiesin excess of 5,500 ft/sec and in excess of 3,000 ft/secfor unsaturated materials are indicative of glacial till.below 5,500for saturated overburdenusually indicate aor marine deposition.The extension of Linewest toindicatesbedrock in the order of 200 feet deep and the absence of anypotentially important aquifers.A number of lines were extended northward to investigate acontact zone; however, Linewas the only one overwhich achange from 15,000 ft/secto13,000 ft/sec (Merrimack) was noted. This change was notednear StationThe velocity change was subsequentlyconfirmed by crosslines, and the contact location confirmed byborings.Linehad a velocity change betweenandbut it was not as evident as LineOtherlines were either not extended sufficiently to the north oroverburden velocity or depth variations were such that any velocity change could not be definitely ascribed to thebedrock type.2.Tidal Marsh AreaThe plan map of the seismic lines in the tidal marsh area isshown on FigureThe basic program of investigationconsisted of Line A and Linesand 2C across the tidalmarsh area with a number of crosslines between.The locationand orientation of the crosslines were determined by depths tobedrock and the numerous small streams and man-made canalswhich crisscrossed the area.Detailed investigations weremade along Browns River (600 series of seismic lines) and thenwestward to the site passing north of Hunts Island (Line NS-2and theand 800 series).A detailed plan map of theseismic lines in this area is shown on FigureThe600 series of seismic lines were operated as a marine refractionsurvey.Elevations of the bottom of Browns River were providedbyAssociates.The results of the seismic survey in the tidal marsh area areshown on Figure(Sheets 1 throughIn general, thebedrock surface in the tidal marsh is more than 50 feet belowground surface although a few sharp rises in the bedrocksurface were noted in the vicinity of Browns River, where someoutcrops were noted. Although Boring C-68 encountered refusalat an elevation of -28 feet, the bedrock surface rises to an elevation of -10 feet along Lines 805 and NS-24,about SO to70 feet northeast of the boring.example of the sharpchanges in bedrock depths occurs in the vicinity of Line Awhere Boring C-52,feet right of Line A, encountered refusalat the elevation of -33 feet, while the seismic data alongLines A and NS-6 indicate that a ridge of shallow rock (approximatelyElevation -18 feet) occurs along or just to the north ofLine A.The borings showed that the glacial till found along the northof the site extends into the tidal marsh south of Line A andas far east as Line A-12.The till is only a few feet inthickness and, therefore, could not be detected seismically.Boring data subsequently showed that in some areas the depthsto bedrock were too shallow by as much as S feet.This wasdue'to a surface layer of organic material (peat) of aboutthe same thickness. Organic materials, because of air entrappedand the overall nature of the material, are not conducive togood generation or transmission of seismic energy. In a fewareas of the tidal marsh, organic materials were so thick asto prevent the generation of a recordable seismic signal.3.Hampton HarborThe results of the fathometerwhich took place duringand April 1973 are shown in the form of a bottom contour map (FigureThe results of the seismic investigationsare shown in the a bedrock contour map (FigureThe contours are based on seismic reflection and seismicrefraction surveys conducted during March and April 1973 andaugmented by the data obtained fromseismic refractionsurvey conducted in the fall of 1968.The 1968 data wereobtained in the northern half of the area shown on Figureand mainly consisted of information on the minimum depths to abedrock with only a few computed bedrockThe trackmaps for the 1973 reflection and refraction surveys are shownon Figuresandrespectively.the southern half of the area the bedrock was found to begenerally shallow and somewhat irregular.The bedrock contourmap inarea was based principally on seismic reflectiondata, the interpretation of which was confirmed by BoringOrganic materials which prevented the generation of a goodseismic signal were noted in a few small areas and at thesouthern edge of the area of investigation.The bedrock contour map in the northern half of the area ofinvestigation is based on a combination of seismic reflectionand refraction data.Glacial till was detected against thenorth side of the shallow rock area by the seismic reflection.
The till appeared to thin towards the north so that thetill and bedrock could not be distinguished on the seismicreflection records.Based on Boring F-2 which encountered14 feet of till above bedrock, the seismic reflection datawere reevaluated and the contours, as shown on Figurewere constructed from the reevaluated reflection data and theseismic refraction data.4.State ParkState Beach AreaThe location plan of the seismic lines in this area is shownon Figureand the seismic results are shown on Figure(Sheets 1, 2, and 3).Two relatively shallow areas in thebedrock surface were detected in the State Park:one in thevicinity of Lines SPS and SPB, just north of Boring C-56; thesecond, in the vicinity of Lines SP3, SP4, and SPE, just northof Boring C-66.Boring C-24 confirmed the fact that a depressionin the bedrock surface exists between the two high areas ofrock.In the State' Beach area, a thin layer of glacial till wasencountered by Boring P-l, but was not detected seismically.The seismic overburden velocity of 5,500as detectedon the more easterly lines of the State Beach area, may beindicative of a dense sand. 5.OffshoreThe results of the fathometer survey which took place inMarchand April 1973 are shown on FigureThe bedrock contourmap,was constructed from seismic reflection andrefraction data obtained in March and April 1973, and from aseismic refraction survey conducted during the fall of 1968.The track map for the 1973 reflection and refraction surveysis shown on FigureThe 1968 seismic refraction surveywas conducted in an area extending in an east-northeasterlydirection for aof about a mile from the HamptonState Beach.The contour maps show that much of the ocean bottomconsists of highly irregular bedrock outcrops.A densermaterial, possibly glacial till as indicated by the seismicrefraction velocities, was found along the northern andwestern sides of the ledge outcrops.Refraction velocitiesin the 5,500 to 5,700range were found in this area,while away from the area, velocities generally ranged between5,100 and 5,400The seismic reflection data showedboth glacial till and bedrock, although in some areas,reflections were only obtained from the till.these lattercases, the refraction data provided the basis for the bedrockcontours.through P-10 conformed to the generalpicture shown by the seismic data.
SECTIONPLANT SITE AREA FIGURES SERVICE COMPANY OF NEW HAMPSHIRESTATIONPLANTPLAN MAPSEISMICSURVEYSAFETY ANALYSIS REPORTFIG.I L.INE 20.006N :, -77,10011. : . : *IW1 on.7" I: * .r.....s ;wool.ACI.C...C14 .*.;1.111. ...fIele*-, .*1....1....117IR----L,-=,-.--7. -t..:;=.11-a7 *: :TiEZ-6-*.PuBLIC SERVICE COMPANY OF NEW HAMPSHIREPLANT SITE AREA PROFILESEABROOK STATIONSEISMIC SURVEYFINAL SAFETY ANALYSIS REPORTFIG 2E.2511 I501 5 2 SPISMICFIG.SP1R2 PROFILESEISMIC SURVEYSERVICE COMPANY OFSTATIONANALYSIS REPORT LINEFIG.PUBLIC SERVICE COMPANY OF NEW HAMPSHIRESTATIONFINAL SAFETY ANALYSISMARSH AREA PLAN MAPSEISMIC SURVEY C-44 o-rriscc(711C.S2 !G.SSk1,1 IVsCari ),Az!SR'OS, ...Itnrsei 11* WOO ,Ti;V!LREY.HORSCAZYEA !CALE AS VAC,.ACORTMATCPUALClFCCILSCCO 'TAGPUBLIC SERVICE COMPANY OF NEW HAMPSHIRETIDAL MARSH AREA PROFILESEABROOK STATIONSEISMIC SURVEYFINAL SAFETY ANALYTS REPORTFIG2.E.4SH 1Se 1 S2 PUBLIC SERVICE COMPANY OF NEW HAMPSHIRESTATIONFINAL SAFETY ANALYSIS REPORT PUBLIC SERVICE COMPANY OF NEW HAMPSH
FIGSH.5
,,tII,,REPORT
,a SERVICE COMPANY OF NEW HAMPSHIRETIDAL MARSH AREA PROFILESTATIONSEISMIC SURVEYFINAL SAFETY ANALYSIS REPORTFIG.
LINELINEA-i2LINEUS-5 STATIONMARSH AREA PROFILESEISMIC SURVEYFIG. 2E-4PUBLIC SERVICE COMPANY OF NEW HAMPSHIREFINAL SAFETY ANALYSIS REPORT PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE ISPUBLIC SERVICE COMPANY OF NEW HAMPSHIRESTATIONFINAL SAFETY ANALYSIS REPORT SB 1 & 2FIG. 2E-7PUBLIC SERVICE COMPANY OF NEW HAMPSHIRESEABROOK STATIONFINAL SAFETY ANALYSIS REPORTHAMPTON HARBOR AREATRACK MAP - REFLECTIONSEISMIC SURVEY FIGaSEISMIC SURVEYSERVICE COMPANY OF NEW HAMPSHIRESTATIONFINAL SAFETYREPORT STATE PARKLINES)STATE BEACH AREAFIG.IPUBLIC SERVICE COMPANY OF NEW HAMPSHIRE ISPA-rPUBLIC ICOMPANY OF NEW HAMPSHIRESTATIONFINAL SAFETY ANALYSIS REPORTSTATE PARKSTATEAREA PROFILESH.2I I
FORFORCONTINUATIONSEEPUBLIC SERVICE CO MPANY Of NEW HAMPSHREA PUBLIC SERVICE COMPANY OF NEW HAMPSHIRESTATIONFINAL SAFETYREPORTOFFSHORE AREACONTOURSEISMC SURVEYFORSEEFIG FOR
FORCONTIN0.4TIONFORSEESEEAA
- 22 22.....;,u,2,,,,..PUBLIC SERVICE COMPANY OF NEW HAMPSHIREOFFSHORE AREA TRACK MAPSEABROOK STATIONFINAL SAFETY ANALYSIS REPORTREFLECTION AND REFRACTIONSEISMIC SURVEYFIG. 2E,3BISB 1 & 2