CONTROL REPORT PROJECT #0778 · CONTROL REPORT MILL CREEK, PA. PROJECT #0778.07 ... were used as fixed control for this traverse. ... [J THEODOLITE CD PLANETABL*

01 I

CONTROL REPORT

MILL CREEK, PA.PROJECT #0778.07

Prepared for

NUS CORPORATION

GREENHORNE & O'MARA. INC.

GREENHORNE & O'MARA. INC.

REPORTMILLCREEK SITE, ERIE, PA.

National Geodetic Survey Stations ARP -1956 and Control Point F 1963were used as fixed control for this traverse. They were establishedby the National Geodetic Survey Airport Survey Section and are locatedalong a runway of the Erie International Airport. Permission to usethe marks was obtained from a Mr. Coffman who is Chief of the ErieAirport Authority. The runway along which the marks are set was closeddown to air traffic until we had finished our work, thanks again toMr. Coffman. 12 traverse stations were established on this projectusing railroad spikes, iron pipes and rebar. These marks are describedfor future recovery.

A compass rule adjustment was performed on the traverse with a closureof 1:61,000.

Control Point F 1963 was used as the base for levels, the elevationof the mark was established by the National Geodetic Survey and theelevation is 727.54 feet. A loop of approximately 5.5 miles was ranbeginning and closing on Control Point F 1963 with a closure of16 millimeters.

PA.

II

/AR103803 /

HOAA FORM 7«-«» U. S< DEPARTMENT OF COMMERCE YEAH(It-77) NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NATIONAL OCEAN SURVEY

AIRPORT SURVEY CONTROL DATA 19-&2Sectien 1 . GENERAL INFORMATION (Compl.t. In Field)NAME OF STATION AIRPORT LOCATION METHOD:

CONTROL POINT F ERIE INTERNATIONAL AIKKJRT QTHEODOLITECITY STATE CHIEF OF PARTY l"l PLANETABLE

ERIE PA. VICTOR £. SER£NA ' O PHOTOGRAMMETRICDESCRIPTION

The station is located at the -ErieInternational Airport near Runway End 20.It is 100 feet easterly of the center-line of the runway and 53«? feet south-erly of the line of asphalt at the endof the runway, extended. The mark is acopperweld pipe set in a one foot squareof concrete and stamped "CON. PT. F" .

B^COVERô AS DFScpiRED t« 79, 19 ,, „., 19 ,4 19 ,,_... 19

SKETCH

f* 1L$ "*.• / -n.ti_ POIM-T- i=

\ CO.

N

1Section II . CONTROL DATA (Complete in Office)

GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATION

LATITUDE 42 05 12.8273? ^ X If 3H7013. *8 ** FEET STATE ?A X£l«54&"e&1O * **

LONGITUDE 80 10 0.2553 s Y .708,887.31* "*(• GRID ZONE North

PrebobU Accuracy: P01"'011 - Less than 3rd, Order. ' 3rd Order or better. XElevation - Less than 3rd Order. 3rd Order or better.

Section III - SURVEY DATA (Complete in Office)DISTANCE AZIMUTH

OBSERVED STATION DIRECTION Fl. <OM) (Grid)

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AR103809

HOAA FORM 7»-«f * U. Si DEPARTMENT OP COMMERCE(....771 NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NATIONAL OCEAN SURVEY

AIRPORT. SURVEY CONTROL DATA

YEAR

Section I - GENERAL INFORMATION (Complete in Field)NAME OF STATION

CONTROL POINT FCITY STATe

PA.

AIRPORT

ERIE INTERNATIONAL AIKKffl'ilCHIEF OF PARTY

VICTOR E. SERENA

LOCATION METHOD:

{ THEODOLITE[""]^LANETABLEf~| PHOTOGRAMMETRIC

DESCRIPTION SKETCH

The station is located at the ErieInternational Airport near Runway End 20It is 100 feet easterly of the center-line of the runway and 53.7 feet south-erly of the line of asphalt at the endof the runway,extended. The mark is acopperweld pipe set in a one foot squareof concrete and stamped "CON. PT. F" .

RECOVERED AS DESCRIBED If -23. 1» ll.. if ___. J9 __* ,9 .Section II • CONTROL DATA (Complete In Office)

GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATIONo

.ATITUOE 42 05 12.8272 X 1,341,013.48 S FEET STATE PA 727.54 -EET

LONGITUDE 80 10 40.2553 708.887.3U GRID ZONE North

Q (OR A 8tProbeble Accuracy: Po«"»<>«« - L««« than 3rd Order. 3rd Order or better. X

_________Elevation - Less than 3rd Order. 3rd Order or better.tctien III . SURVEY DATA (Complete In 0ffice)

OBSERVED STATION DIRECTIONDISTANCE I AZIMUTHFt. (GrH) I (Grid)

F'JHM CICS-OIO U.S. DEPARTMENT OF COMMERCE.11.4(1 ' CtfA

." . «• . COAtt AMO • COOCTIC SUNVKV

AIRPORT SURVEY CONTROL DATA

YEAR

if 56Section I . GENERAL INFORMATION (Complete in Field)NAMC OF STATION

JJIP 1956CITYErie

STATEPa.

AIRPORT

Port ErieCHIEF OF PARTYHenry J. Bozzo

LOCATION METHOOt »

[J THEODOLITE

CD PLANETABL*QPHOTOGRAMMETRIC

DESCRIPTION SKETCH

The station is located at the E edge ofrunway 2-20j in the N end of theconcrete base of runway light #330|566 ft. N of the intersection of thecenterlines of runways 2-20 and 10-28}2 ft. £ of the runway edge. T*e narkio a standard topo. disk stamped,ARP 1956, set in a drill hole in theconcrete.

«•

Recovered a4 described 9/67.

Recovered in good aondigion August 1971*Recovered in good condition Oct/1983. APPH.H.Reynolds _ ,

RECOVERS),AS AIffiS/3HIBSL 12/79 JVTBUNADlDSTED FIELD POSITIONSUNLESS OTHERWISE NOTED t

Section it - CONTROL DATA (Complete in Office)GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATION

LATITUDE 42 04 56.2832 <S x 1,340,643.18' FEET STATE Pennsyvania 727.78 FEET

LOMCITUOE 80 10 44.59 Y 707,222.35 GRID ZONE North *

Probeble Accuracy: Po*"'oa ' L«»* than'3rd Order. 3rd Order or better.Elevation - Less thae 3rd Order. 3rd Order or better.

Section III - SURVEY DATA (Complete in Office. Net for public distribution)

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M C&CS-43IO U.S. DEPARTMENT Of COMMCRCE. Ct»A• . COAST AMO oeoo«Tie SURVEY

AIRPORT SURVEY CONTROL DATASection 1 - GENERAL INFORMATION (Complete in Field)

JJlP 1956CITYErie

STATE

Pa.

AIRPORT

Port ErieCHIEF OF PARTY

Honry J» BOZZO

LOCATION METHOD:

QJ THEODOLITE

IIPLANETA1LE

I"") PHOTOCRAMMETRICDESCRIPTION SKETCH

The station is located at the E edge ofrunway 2-2O« in the N end of theconcrete base of runway light #330;566 ft. N of the intersection of thecenterlines of runways 2-20 and 10-28>2 ft. £ of the runway edge. The markis a standard topo. disk stamped,ARP 1956, set in a drill hole in theconcrete.

Recovered ati described 9/67.

Recovered in good aondiKion August 1971.Recovered in good condition Oct/198.3. APFW. M. Reynolds .i*-*.*rr «rt A*3 D fRTT RT) 1 ? /7O Tt/n

UiNAi^jUSicD FIELD POSITIONSUNLESS OTHERWISE NOTED

I

Section II - CONTROL DATA (Complete in Office)GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATION

LATITUDE 42 04 56.2832 S X 1,340,643.18 FEET STATE Pennsyvaiiia 727.78 'FEET,

LONGITUDE 80 10 44.59 707,222.35 cam ZONE North

Probable Accuracy: P05"'00 • L*** than '3rd Order. 3rd Order oc better. X.Elevation - Less than 3rd Order. 3rd Order or better. X

eeTien III - SURVEY DATA (Complete in Office. Not for public distribution)

OBSERVED STATION DIRECTIONDISTANCE AZIMUTH

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STATION 1

E: 1341154.94N: 709269.03Azimuth 1-2 245 08 46.6Distance 1-2 2612.336 FT

Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located on the SE side of HVY 5 and NW of the chainlink fence around the airport. It is 9.65 FT SE of a N/W nailed on whiteline at edge of blacktop, 27.2 FT NW of the tenth metal pole in the fenceline, 27.4 FT NW of the eleventh metal pole in the fence. Note count thecorner pole also.

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SRIQ3823

STATION 2

E: 1343525.335N: 710367.003Azimuth 2-3 245 17 07.1Distance 2-3 1822.246 FT.Elev. 726.047 FT.

Station is narked by a PK nail driven into the asphalt on the SEside of HWY 5 directly in front of the J.W. Kinem Co., Radio, Appliance andTelevision Shop. It is 4.4 FT NW of powerpole # 3837 with a N/W and FT Wof NW corner of building.

STATION 3

E: 1345180.665N: 711128.884Azimuth 3-5 245 07 11.1Distance 3-5 2480.322 FTElev. 716.992 FT

Station is marked by a railroad spike driven into the asphalt at thesoutheast corner of the intersection of highway 5 and Linden Ave. It is3.6 FT NW of powerpole 13601 and 5.95 FT NW of street sign pole 'LindenAve".

ARI03825

STATION 4

E: 1345852.229N: 709722.237Azimuth 4-3 154 28 24.4Distance 4-3 1558.708 RT

Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located about 200 yards west of a ball field whereLinden Ave. makes a 90 degree turn from SE to NE. It is 96.4 FT S of SEcorner of chainlink fence around airport approach lite, 96.4 FT E of NWcorner of chainlink fence around approach lite, and 29.3 FT N of top centerof a steel culvert.

flRI03826

STATION 5


Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the surface of the ground. It is located on the SE side of HWY 5 nearthe SW end of 2 rail white fence that is about 110 feet long. It is 7.3 FTNW of powerpole * 3217 with N/W and 5.9 FT SE of a N/W nailed to the edgeof road on white stripe, 115 FT SW of Oregon Ave.

ARI03827

STATION 6


Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located in the NW corner of the intersection of HWY5 and Harper Street. 21.2 FT WSW of powerpole #8037 with N/W, 29.3 FT E ofpowerpole i G-328 with N/W.

AR103828

STATION 7


Station is marked by a 1-inch galvanized iron pipe 2 feet in lengthand driven flush with the surface of the ground. It is located on thesouthwest side of Harper St. 270 FT NNW of W 17th St., 44.7 feet NE offence corner surrounding superior refuse building, 20 feet W of centerlineof Harper St., 9 FT NE of guy wire at its base and 5.2 feet SE of powerpole #1602.

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flRi03829

: "' H! :- -STATION 8

E: 1349690.730N: 710958.393Azimuth 8-9 330 46 59.3Distance 8-9 657.976 FT.

Station is marked by a 1/2 inch iron rebar 2 feet in length drivenflush with the ground surface. It is located in a cleared area that isadjacent and northeast of the Ryder truck repair compound. It is 530 feetSE of the intersection of Harper and W 17th Streets, 121 Feet SW of the SWcorner of a greenish-blue trailer house and 62 feet NW of end of black 3 FTmetal culvert that is lying on the ground along side of several aluminumculverts. p^T

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FWDE.fi.TRUCK

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flRI03830

STATION 9


station is marked by a 2 foot long 3/4 inch iron pipe that is drivenflush with the ground. It is located on the south shoulder of the railroadtrack. 18.6 FT SE of E rail of tracks. 60.7 FT N of a telephone pole witha nail and washer and 29.9 FT SW of a telephone pole with N/W.

I•

\

fiRi0383i

STATION 10 .


Station is marked by a 2 foot long 3/4 inch iron pipe that is drivenflush with the ground. It is located on the south shoulder of the railroadtrack at the edge of the grass. 20.5 FT SE of E rail of RR track and 12.9FT NW of telephone pole. It is 3365 FT North East of HWY 299 bridge overthe railroad.

QC

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AIRPORT SURVEY CONTROL DATA

YEAR

S«ctl«n I . GENERAL INFORMATION (C.mpl.t. in Field)NAME OF STATION

1956CITYErie

STATEPa.

AIRPORT

Port Erie,CHIEF OF PARTYHenry J. Bozzo

LOCATION METHOD:

Q THEODOLITEO PLANETABLEF") PNOTOCRAMMETRIC

DESCRIPTION SKETCH

The station is located at the E edge ofrunway 2-20: in the N end of theconcrete base of runway light #3301566 ft. N of the intersection of thecenterlines of runways 2-20 and 10-28}2 ft* E of the runway edge. The markia a standard topo. disk stamped,ARP 1956, set in a drill hole in theconcrete.

Recovered a4 described 9/67.

t • * /yRecovered in good condition August 1971*Recovered, in good condition Oct/1983. APFW. M.Reynolds .| * T n A c npcPDTUpn 1 o /oo TT.TDiU |A9 .HSiHrV4*.titiL.l'l/£7 «"»UNATOUSTED RELD POSITIONS

UNLESS OTHERWISE NOTEDSection !l . CONTROL DATA (CompUte in Office)

GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATION

LATITUDE 42 04 56.2832 </ x 1,340,643.18"* FEET STATE Pennsyvania 727.78 XFEET

LONGITUDE 80 10 44.59 GRID ZONE North *

Probobl. Aceurocy: Pf««'«» * L*" «h«» 3rd Order. 3rd Order or better. X£lev»cion - Less than 3rd Order. 3rd Order or better.

S.ction III - SURVEY DATA (Complete in Office. Not for public distribution)

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STATION 1


Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located on the SE side of HVY 5 and NW of the chainlink fence around the airport. It is 9.65 FT SE of a N/W nailed on whiteline at edge of blacktop, 27.2 FT NW of the tenth metal pole in the fenceline, 27.4 FT NW of the eleventh metal pole in the fence. Note count thecorner pole also.

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STATION 2

E: 1343525.335N: 710367.003Azimuth 2-3 245 17 07.1Distance 2-3 1822.246*FTElev. 726.047 FT.

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STATION 3

E: 1345180.665N: 711128.884Azimuth 3-5 245 07 11.1Distance 3-5 2480.322 FTElev. 716.992 FT

Station is marked by a railroad spike driven into the asphalt at thesoutheast corner of the intersection of highway 5 and Linden Ave. It is3.6 FT NW of powerpole #3601 and 5.95 FT NW of street sign pole 'LindenAve".

STATION 4

E: 1345852.229N: 709722.237Azimuth 4-3 154 28 24.4Distance 4-3 1558.708*RT

Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located about 200 yards west of a ball field whereLinden Ave. makes a 90 degree turn from SE to NE. It is 96.4 FT S of SEcorner of chainlink fence around airport approach lite, 96.4 FT E of NWcorner of chainlink fence around approach lite, and 29.3 FT N of top centerof a steel culvert.

HRI038i*2

STATION 5


Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the surface of the ground. It is located on the SE side of HWY 5 nearthe SW end of 2 rail white fence that is about 110 feet long. It is 7.3 FTNW of powerpole i 3217 with N/W and 5.9 FT SE of a N/W nailed to the edgeof road on white stripe, 115 FT SW of Oregon Ave.

STATION 6


Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located in the NW corner of the intersection of HWY5 and Harper Street. 21.2 FT WSW of powerpole #8037 with N/W, 29.3 FT E ofpowerpole # G-328 with N/W.

STATION 7


Station is marked by a 1-inch galvanized iron pipe 2 feet in lengthand driven flush with the surface of the ground. It is located on thesouthwest side of Harper St. 270 FT NNW of W 17th St., 44.7 feet NE offence corner surrounding superior refuse building, 20 feet W of centerlineof Harper St., 9 FT NE of guy wire at its base and 5.2 feet SE of powerpole #1602.

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STATION 8


Station is marked by a 1/2 inch iron rebar 2 feet in length drivenflush with the ground surface. It is located in a cleared area that isadjacent and northeast of the Ryder truck repair compound. It is 530 feetSE of the intersection of Harper and W 17th Streets, 121 Feet SW of the SWcorner of a greenish-blue trailer house and 62 feet NW of end of black 3 FTmetal culvert that is lying on the ground along side of several aluminumculverts. j "T

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STATION 9


station is marked by a 2 foot long 3/4 inch iron pipe that is drivenflush with the ground. It is located on the south shoulder of the railroadtrack. 18.6 FT SE of E rail of tracks. 60.7 FT N of a telephone pole witha nail and washer and 29.9 FT SW of a telephone pole with N/W.

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STATION 10


Station is marked by a 2 foot long 3/4 inch iron pipe that is drivenflush with the ground. It is located on the south shoulder of the railroadtrack at the edge of the grass. 20.5 FT SE of E rail of RR track and 12.9FT NW of telephone pole. It is 3365 FT North East of HWY 299 bridge overthe railroad.

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STATION 11

E: 1345084.787N: 707867.319Azimuth 11-12 175 06 37.3Distance 11-12 1326.566

Station is marked by a PK nail driven in the NE sidewalk of a bridgeover railroad tracks on HWY 299 just NE of the airport. It is located inthe center of the walk 57 paces SE of the NW end of the bridge and almostdirectly over the west rail of the center set of tracks.

STATION 12

E: 1344971.715N: 709189.057Azimuth 12-4 238 48 13.4Distance 12-4 1029.362

Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located near the north end of the Erie Airport onthe north side of HWY 299 at the outside of a sharp curve. It is 4.5 feetNW of the SE one of two black and yellow striped caution signs. 15.4 FT Eof a N/W in edge of pavement and about 30 FT W of centerline of approachlites.

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URIQ3850

BENCH HARK: RR SPIKEELEV. 716.053 FT

Bench mark is a RR spike driven into powerpole number 3102 at theintersection of Harper and W 17th Street. It is 1.3 feet above surface ofthe ground on the southwest side of the intersection.

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