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AD-AI05 987 STETSON-DALE UTICA NY F __ 1/13NATIONAL DAM SAFETY PROGRAM. MARCY RESERVOIR DAM (INVENTORY NUM--ETC(U)JUN 81 J B STETSON, OACW51-81-C-IOO9
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SECURITY cLAsIFcArI'34 OF THIS PAOG".D.i "d
REPORT DOCUMENTATION PAG'&E- RAL) .UCtS
4.Pasey Reservoir Reoth. National Dam-Saftytrogvra
Mohawk River Basin, Oneida County, N.Y. 6 rHwr ;G LOT"--c
Inlventory No. 190 O4GA NM.t.
00 JOHN B. STETSON DACW5-81-C-.oo9'
~P=Fo~t4NG OoANizAr2om NA.ME A'40 ADDRESS' 10. P7Zl(,;RAh E,-MZNT..OJ C.T. TASK(
jf~ Sttotsonzu4 )ale . 4A wOUMU4dSO 185 Gen'? StreetUtica, NewpYork 13501
1111 11. COXTROw.LL1N OFFICE NAME AND ADrPESS 12. R*oFvrn^TS%
Departmnent of the Army .30 June 218126 -Federal Plaza New York Distit CoE 1.H~~t0 A
New York, New York 1029714. MONITORING AGI-4Y 1,4A~E3 A00RESS(!f dJl.,.nt 1ftm G£e,jun of!ics 15. SECURtT Y C-A.SS. (*I VW?
Department of the Army26 Federal Plaza New York District, CafE UNCLASSI TEDNew York ,..N 10287 .13-. DECL ASS# rlCATICNJ DO-4GRA 01-4(
16,. DIF1JTRIM4 STAT EmENT (a! M. -R.rot)
Approved fr pub'4 c reos;Distribution unlinmitad.
National Dam Safety Program. Marcy
17. *DISTRIBSUTON STAT NY 190) Mohawk River Basin, Oneida-
County, New York. Phase I Inspection yReport.
Ia. SUPPI I,4NTARY NOTES
-. Dam Safety
National Dam Safety ProgramMacRerviVisual Inspecicn- Oneida Countyydrology, S::-uctural Stability -Mo-hawk River Basin
7-- his rep:- provides information an~d 'zaa--' or. t'he- sc ccoitior. of th !~clam as ol the~c ri'or: date. InFozmatln nadv analysis a:~ as oVisuail
ilnspectibn 0-- rh dam- by the perfom4 az' c'.
did not reveal conditions which constitute an immediate hazard to human life orp o e .The exainaio of hocumet s a viualm nseco of thbem a ea warc reervir Dfurther investigation and remedial work.-----
,D FOP"" '.17 EO~nl o C INV A S O3 0L!:1
sccuP~rCLA&PPD~'CAr.(e- rHtS PAGE ( -Df.
Sr ,. Li It,.TV , A,11-A 1..-- _4_?I' A____.---
The structural stability analysis indicates unsatisfactory stability would re-suilt fron loadings which could occur under ice loading conditions and the1/2 PMV and PMF events and marginal stability under nonal operating condi-tions. A structural stability investigation should be corimencc.. within 6months to deter.ine the characteristics of the uplift forces acting on the dar,the propertigs of the existing dar and foundation, and the effect of theseconditions *( the stability of the dam. Remedial work should be undertaken de-pending on Ii~e results of this investigation and completed within two years.
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The hydrologic/hydraulic analysis indicates that the spillway will pass only21% of the Probable Maximum Flood (PMF). The dam will be overtopped by2.6 feet and 1.3 feet by the PMF and 1/2 PMF respectively. Failure of the damduring the 1/2 PMF event would significantly increase the downstream hazardfrom that which would exist just prior to failure of the dan. The spillwaycapacity, therefore, is assessed as "seriously inadequate" and the dar isassessed as unsafe, non-emergency.
The classification of "unsafe" applied to a dam because of a "seriously inade-quate spillway" is not meant to connote the samne degree of emergency as wouldbe associated with an "unsafe" classification applied for a structural de-ficiency. It does mean, however, that based on an initial screening, and pre-liminary computations, there appears to be a serious deficiency in spillwaycapacity so that if a severe ston were to occur, overtopping and failure ofthe dan would take place, significantly increasing the hazard to loss of lifedownstream from the dam.
1t is, therefore, recommended that within 6 months of notification to theOwner, a detailed hydrologic/hydraulic investigation of the structure should beundertaken to more accurately determine the site specific characteristics ofthe watershed and their effect upon the overtopping potential of the dam. Theresults of these investigations will determine the appropriate remedial mea-sures which will be required to achieve a spillway capacity adequate to dis-charge the outflow from at least the 1/2 PMF. In the interim, a detailed ener-gency action plan must be developed and implemented during periods of unusuallyheavy precipitation. Also, around-the-clock surveillance of tfle structure mustbe provided during these periods. Z-,
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SECURITY CLA5.L 'ICATION OF THEI. P AGC(i s.' ,,.;. Entf.:,,,t
DISCLAIMER NOTICE
THIS DOCUMENT IS BEST QUALITYPRACTICABLE. THE COPY FURNISHEDTO DTIC CONTAINED A SIGNIFICANTNUMBER OF PAGES WHICH DO NOTREPRODUCE LEGIBLY.
I UA
I MOHAWK RIVER BASINI
I MARCY RESERVOIR DAMII NEW YORK
I INVENTORY No. NY 190
II
I PHASE I INSPECTION REPORTNATIONAL DAM SAFETY PROGRAM
APPROVED FOR PUBLIC RELEASE;DISTRIBUTION UNLIMITED
H
NEW YORK DISTRICT CORPS OF ENGINEERS
MAY 1981 10 19
I
I PREFACE
J This report is prepared under guidance contained in the Recommended Guide-lines for Safety Inspection of Dams, for Phase I Investigations. Copiesof these guidelines may be obtained from the Office of Chief of Engineers,Washington, D.C. 20314. The purpose of a Phase I Investigation is toidentify expeditiously those dams which may pose hazards to human life orproperty. The assessment of the general condition of the dam is basedupon available data and visual inspections. Detailed investigation andanalyses involving topographic mapping, subsurface investigations, test-ing, and detailed computational evaluations are beyond the scope of aPhase I Investigation; however, the investigation is intended to identifyany need for such studies.
In reviewing this report, it should be realized that the reported condi-tion of the dam is based on observations of field conditions at the timeof inspection along with data available to the inspection team. In caseswhere the reservoir was lowered or drained prior to inspection, such ac-tion, while improving the stability and safety of the dam, removes thenormal load on the structure and may obscure certain conditions whichmight otherwise be detectable if inspected under the normal operating en-vironment of the structure.
IIt is important to note that the condition of a dam depends on numerousand constantly changing internal and external conditions, and is evolu-tionary in nature. It would be incorrect to assume that the present con-dition of the dam will continue to represent the condition of the dam atsome point in the future. Only through frequent inspections can unsafeconditions be detected and only through continued care and maintenance canthese conditions be prevented or corrected.
Phase I inspections are not intended to provide detailed hydrologic andhydraulic analyses. In accordance with the established Guidelines, theSpillway Test flood is based on the estimated "Probable Maximum Flood" forthe region (greatest reasonably possible storm runoff), or fractionsthereof. Because of the magnitude and rarity of such a storm event, afinding that a spillway will not pass the test flood should not be inter-preted as necessarily posing a highly inadequate condition. The testflood provides a measure of relative spillway capacity and serves as anaid in determining the need for more detailed hydrologic and hydraulicstudies, considering the size of the dam, its general condition and thedownstream damage potential.
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I TABLE OF CONTENTS
PrefaceAssessment of General Conditions i-iiOverview Photograph iiiSection 1 - Project Information 1-4Section 2 - Engineering Data 5Section 3 - Visual Inspection 6-7Section 4 - Operation and Maintenance Procedures 8Section 5 - Hydrologic/Hydraulic 9-11Section 6 - Structural Stability 12-16Section 7 - Assessment/Remedial Measures 17-19
II APPENDIX
Photographs AVisual Inspectior Checklist BHydrologic/Hydraulic, Engineering Data and Computations CReferences DStability Analysis EPrevious Inspection Reports/Available Documents FDrawings: G
Figure I - Location MapFigure 2- Title Sheet -Contract DrawingsFigure 3 - Plan View of ReservoirFigure 4 - Plan View of DamFigure 5 - Plan and Elevation of DamFigure 6 - Typical Dam Sections, Gate DetailsFigure 7 - Details of Gate House, Blowoff and Spillway
PHASE I INSPECTION REPORT
NATIONAL DAM SAFETY PROGRAM
Name of Dam: Marcy Reservoir Dam I.D. No. NY 190State Located: New YorkCounty: OneidaWatershed: Mohawk River BasinStream: Crane CreekDate of Inspection: December 4, 1980
ASSESSMENT OF GENERAL CONDITIONS
The examination of documents and visual inspection of the Marcy Reservoir Daldid not reveal conditions which constitute an immediate hazard to human life orproperty. The dam, however, has a number of problem areas which requirefurther investigation and remedial work.
The structural stability analysis indicates unsatisfactory stability would re-sult fromi loadings which could occur under ice loading conditions and the1/2 PMF and PMF events and marginal stability under normal operating condi-tUons. A structural stability investigation should be commenced within 6months to determine the characteristics of the uplift forces acting on the dal,the properties of the existing dam and foundation, and the effect of theseconditions on the stability of the dam. Remedial work should be undertaken de-pending on the results of this investigation and completed within two years.
The hydrologic/hydraulic analysis indicates that the spillway will pass only21% of the Probable Maximum Flood (PMF). The dam will be overtopped by2.6 feet and 1.3 feet by the PMF and 1/2 PMF respectively. Failure of the damduring the 1/2 PMF event would significantly increase the downstream hazardfrom that which would exist just prior to failure of the dam. The spillwaycapacity, therefore, is assessed as "seriously inadequate" and the dam isassessed as unsafe, non-emergency.
The classification of "unsafe" applied to a dam because of a "seriously inade-quate spillway" is not meant to connote the same degree of emergency as wouldbe associated with an "unsafe" classification applied for a structural de-ficiency. It does mean, however, that based on an initial screening, and pre-liminary computations, there appears to be a serious deficiency in spillwaycapacity so that if a severe storm were to occur, overtopping and failure ofthe dam would take place, significantly increasing the hazard to loss of lifedownstream from the dam.
It is, therefore, recommended that within 6 months of notification to theOwner, a detailed hydrologic/hydraulic investigation of the structure should beundertaken to more accurately determine the site specific characteristics ofthe watershed and their effect upon the overtopping potential of the dam. Theresults of these investigations will determine the appropriate remedial mea-sures which will be required to achieve a spillway capacity adequate to dis-charge the outflow from at least the 1/2 PMF. In the interim, a detailed emer-gency action plan must be developed and implemented during periods of unusuallyheavy precipitation. Also, around-the-clock surveillance of the structure mustbe provided during these periods.
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The following remedial work should be undertaken within 18 months: f1. The minor seepage on the downstream face of the dam at construction
joints should be investigated and appropriate remedial measures takento eliminate this seepage.
2. The severely spalled surfaces of the exposed concrete should berepaired.
3. The hydraulic concrete on the upstream face of the dam should beremoved and the surface repaired.
4. The obstructions at the blowoff valve should be removed to provideunrestricted outflow from the impoundment.
5. The gatehouse should be repaired and placed in operating conditionand proper security maintained to prevent vandalism.
6. A formalized inspection system should be initiated to develop data onthe conditions and maintenance operations at the facility.
7. A flood warning and emergency evacuation system should be implementedto alert the public in the event conditions occur which could resultin failure of the dam.
Dale Engineering Company
John B, Stetson, President
Approved By: Col. . M. Smith, Jr.Date: New Y rk Dis 7c En neer
3 0 JUN 1981
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PHASE I INSPECTION REPORTI MARCY RESERVOIR DAM 1.0. NO NY 190MOHAWK RIVER BASIN
ONEIDA COUNTY, NEW YORK
SECTION 1: PROJECT INFORMATION
S1.1 GENERAL
a. Authority
Authority for this report is provided by the National Dam Inspection Act,Public Law 92-367 of 1972. It has been prepared in accordance with acontract for professional services between Dale Engineering Company andthe U.S. Army Corps of Engineers.
b. Purpose of Inspection
The purpose of this inspection is to evaluate the existing condition ofthe Marcy Reservoir Dam and appurtenant structures, owned by the New YorkState Department of Mental Health and to determine if the dam constitutesa hazard to human life or prope-ty and to transmit findings to theU.S. Army Corps of Engineers.
This Phase I inspection report does not relieve an Owner or Operator of adan of the legal duties, obligations or liabilities associated with theownership or operation of the dam. In addition, due to the limitud scopeof services for these Phase I investigations, the investigators had torely upon the data furnished to them. Therefore, this investigation islimited to visual inspection, review of data prepared by others, andsimplified hydrologic, hydraulic and structural stability evaluationswhere appropriate. The investigators do not assume responsibility fordefects or deficiencies in the dam or in the data provided.
1.2 DESCRIPTION OF PROJECT
a. Description of Dam and Appurtenances
The Marcy Reservoir Dam is a concrete gravity structure approximately
564 feet long with a maximum height of 32 feet. The structure originallyserved as the water supply source for the Marcy Psychiatric Center. Withthe construction of a town-wide public water system in the early 1970's,the filtration plant located at the downstream side of the dam wasabandoned, and the gates serving that facility were closed. The blowoffvalve, which is used to drain the impoundment, is presently in the fullopen position allowing the impoundment to drain during periods of lowrunoff. However, because of the limited capacity of this line, theimpoundment fills during high runoff conditions. The principal spillwayon the dam is located near the east abutment. The spillway consists oftwo 20 foot wide ogee-shaped spillway sections. During high runoffperiods, flow will normally crest the spillway. At present, the facilityserves no useful function for the Marcy Psychiatric Center.
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Ig b. Location
The Reservoir is located in the Town of Marcy, Oneida County, New York,g just north of the hamlet of Marcy, near Route 291.
c. Size Classification
The maximum height of the dam is approximately 32 feet. The volume of theimpoundment is approximately 255 acre feet to the top of dam. Therefore,the dam is in the small size classification as defined by the Reconriended
I Guidelines for Safety Inspection of Dams.
d. Hazard Classification
Residential properties along Route 291 are situated on the bank of CraneCreek, the receiving stream from the impoundment. Therefore, the dan isin the high hazard category as defined by the Recommended Guidelines for
J Safety Inspection of Dams.
e. Ownership
I The dam is owned by the State of New York, Department of Mental Health:
Contact: Mr. Robert Driscoll, Business ManagerMarcy Psychiatric Center1213 Court StreetUtica, New York 13502Telephone: (315) 797-6800
f. Purpose of the Dam
The dan was originally constructed as the water supply for the MarcyPsychiatric Center. This use has been abandoned since 1974.
g. Design and Construction History
The plans for the Marcy Reservoir Dam are dated 1919. Construction isbelieved to have been completed shortly thereafter. These plans substan-tially conform to the present configuration of the facility. No informa-tion is available regarding the design or construction history of thisfacility.
h. Normal Operational Procedures
Since its abandonment as a water supply source, the sluice gates con-trolling flow into the filtration plant have been closed. The blowoffvalve which is used to drain the facility remains in a full open positionallowing the water level in the impoundment to fluctuate with runoff con-ditions. The plumbing superintendent at the Marcy Psychiatric Centerperiodically checks the facility to determine that the blowoff valve is inthe full open position. At this time, a cursory inspection of thefacility is also conducted.
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1.3 PERTINENT DATA
a. Drainage Area
The drainage area of Marcy Reservoir Dam is 4.25 square miles.
b. Discharge at Dam Site
No d ischarge records are available for this site.
Computed Discharges:
Ungated Spillway, top of dam 1,800 cfs* Gated Drawdown 80 cfs
c. Elevation (feet above MSL)
Top of Dam 591.0Spillway Crest 585.0Stream Bed at Centerline of Dam 558+
d. Reservoir
Length of Normal Pool 1,400+ feet
e. Storage
Top of Dam 255 acre feetSpillway Crest 165 acre feet
f. Reservoir Area
Top of Dam 16 acresSpillway Pool 13 acres
g. Dam
Type - concrete gravityLength - 564 feetHeight - 32 feet
Freeboard Between Spillway and Top of Dam - 6 feetTop Width - 7 feetSide Slopes - upstream, vertical; downstream, 2 vertical vs I horizontalZoning - N/AImpervious Core - N/AGrout Curtain - none
* Discharge through 24 inch blowoff pipe, with valve fully open andreservoir level at spillway crest.
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h. Spillway
Type - Ogee crestLength - 2 @ 20 feet = 40 feetCrest Elevation - 585Gates - none - 18 inch flashboards on westerly spillway sectionU/S Channel - impoundmentD/S Channel - rock channel
i. Re gulating Outlets
Blowoff - 24 inch cast iron with 24 inch gate valve.
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SECTION 2: ENGINEERING DATA
2.1 GEOTECHNICAL DATA
a. Geology
Geologically, Marcy Reservoir Dam is located in the Mohawk section of theAppalachian Plateaus Province which is part of the Appalachian Highlands,the major physiographic division. Bedrock beneath the dam and at bothabutments is the upper part of the Utica Shale of Middle Ordovician age.The formation consists of black, fissile to massive, carbonaceousargillaceous shales with intercalated layers of calcareous shales inplaces. The rock weathers easily and has a tendency to slump on moderateto steep slopes.
b. Subsurface Investigations
The borings used for the original design of the dam are included onSheet 3 of the drawings included in Appendix G. These plans indicate thatthe dam is founded on bedrock throughout its length.
2.2 DESIGN RECORDS
No reports were available from the original design of the dam.
2.3 CONSTRUCTION RECORDS
No information was available concerning the orfginal construction.
2.4 OPERATIONAL RECORDS
There are no operational records available for this dam.
2.5 EVALUATION OF DATA
The data presented in this report was obtained from the Marcy PsychiatricCenter and from the files of the New York State Department of Environ-mental Conservation, Dam Safety Section. The information availableappears to be reliable and adequate for a Phase I inspection report.
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ISECTION 3: VISUAL INSPECTION
3.1 FINDINGS
I a. General
The Marcy Reservoir Dam was inspected on December 4, 1980. The DaleEngineering Company Inspection Team was accompanied on the inspection byWalter Farmer, Head Stationary Engineer for the Marcy Psychiatric Center.During the inspection, the weather was fair with a light snow covering onthe ground. The water elevation in the impoundment was approximately585.1, just cresting the spillway.
i b. Dam
Although the ground surface was partially obscured by a light snow cover,the conditions did not preclude an inspection of the ground surfaces atthe toe of the dam. A close examination of the surfaces downstream frolmthe dam at the toe and at both abutments showed no indication of seepageor leakage. Concrete surfaces were heavily spalled on all exposed faces.The most severe deterioration existed on vertical joints on the downstreamface and on the walkway crossing the spillway. Minor wetness detected onthe downstream face of the dam could be the result of slight seepagethrough the vertical joints of the structure. The upstream face of thedam had been surfaced with hydraulically placed concrete sometime duringthe life of the structure. These surfaces have separated from the under-lying concrete so that no protection is offered. Despite the poc..- condi-tion of the surface concrete, there was no evidence of settlement or mis-alignment of the concrete structure that would indicate structuralinstability.
I c. Spillway
The ogee shaped spillway located near the east abutment of the dam waspartially obscured by flow over the spillway. However, surface deteriora-tion was evident through the flow. The walkway across the crest of thespillway was severely deteriorated with reinforcing bars exposed near theedges. The handrail across the walkway was damaged and would constitute ahazard to persons using this walkway. The concrete at the base of thespillway training walls was severely eroded. At the time of the inspec-tion, flashboards were in place on the westerly spillway section. Theseflashboards were severely deteriorated with numerous holes and missingsections.
d. Reservoir Area
The slopes of the reservoir are relatively steep and show no signs ofrecent erosion. No areas of slope instability are known to exist in thereservoir area.
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e. Appurtenant Structures
The gatehouse near the west abutment of the dam has been damaged byvandals. The wooden gates controlling flow from the impoundment to thefiltration plant appear to be in place as evidenced by the sections ofchain extending into the gate pits. The operating mechanisms used toremove the gate is severely deteriorated and inoperative for all practicalpurposes. The blowoff from the impoundment is in the full open posit 4on.However, the volume of flow from the 24 inch pipe indicates some blockageexists in this line restricting the quantity of flow.
3.2 EVALUATION
The visual inspection revealed that the dam shows no signs of structuralinstability and no evidence of misalignment or settlement were detected inthe field. Only minor seepage was detected on the downstream face of theconcrete gravity dam. No seepage or wetness was detected at the groundsurface near the downstream toe or at the abutments. The structure hasbeen unmaintained for many years and is suffering the effects of age.
These specific items should be addressed by the Owner:
1. Spalling of concrete surfaces is prevalent throughout the structure.The hydraulic concrete surface on the upstream face of the dam isdeteriorated and is peeling away from the dam. These concrete sur-faces of the structure should be repaired to prevent further deterio-ration which could ultimately result in structural damage to thefacility.
2. The blowoff valve is partially obstructed and flow from the impound-ment is restricted. The obstructions should be removed from theblowoff line and steps should be taken to maintain full flow throughthe line.
3. The gatehouse is severely deteriorated and the gates are inoperativefor all practical purposes. The gatehouse should be repaired andsecurity maintained to prevent vandalism.
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I SECTION 4: OPERATION AND MAINTENANCE PROCEDURES
4.1 PROCEDURES
I Since its abandonment as a source of water for the Marcy PsychiatricCenter, the facility has fallen into a state of disrepair. Infrequentvisits are made to the facility to check the opening of the blowoff valveand to provide a cursory inspection of the general condition of the dam.The dali at present provides no useful function for the Marcy PsychiatricCenter.
I 4.2 MAINTENANCE OF THE DAM
Maintenance and operation of the dam is controlled by the Marcy Psychia-tric Center. Conditions at the site indicate that the facility is poorlymaintained. No formalized inspection is in effect at the facility.
1 4.3 MAINTENANCE OF OPERATING FACILITY
The valve controlling the blowoff from the impoundment is inspected atSinfrequent intervals to determine that flow from the impoundment is main-
tained.
4.4 DESCRIPTION OF WARNING SYSTEM
No warning system is in effect at present.
4.5 EVALUATION
In general, the dam is poorly maintained and inspected infrequently by tileplumbing superintendent at the Marcy Psychiatric Center. Since the dan isin the high hazard classification, a warning system should be implementedto alert the public should conditions occur which could result in failureof the dam. A formal inspection procedure should be implemented andrecords maintained so that changing conditions can be readily identified.
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SECTION 5: HYDROLOGIC/HYDRAULIC
5.1 DRAINAGE AREA CHARACTERISTICS
The Marcy Reservoir Dam is located in the Town of Marcy, northeast of theMarcy Psychiatric Center. The dam has a drainage area of 4.25 squaremiles, which is characterized by moderately steep to steeply slopinghills. The watershed is essentially undeveloped. The reservoir has asurface area of approximately 13 acres and outlets into Crane Creek, whichflows southerly underneath the Conrail Railroad embankment and then toRoute 291.
5.2 ANALYSIS CRITERIA
The purpose of this investigation is to evaluate the dam and spillway withrespect to their flood control potential and adequacy. This has beenassessed through the evaluation of the Probable Maximum Flood (PMF) forthe watershed and the subsequent routing of the flood through the reser-voir and the dam's spillway system. The PMF event is that hypotheticalflow induced by the most critical combination of precipitation, minimuminfiltration loss and concentration of run-off of a specific location thatis considered reasonably possible for a particular drainage area.
The hydrologic analysis was performed using the unit hydrograph method todevelop the flood hydrograph. Due to the limited scope of this Phase Iinvestigation, certain assumptions, based on experience and existing data,were used in this analysis and in the determination of the dam's spillwaycapacity to pass the PMF. In the event that the dam could not pass 1/2the Probable Maximum Flood without overtopping, additional analyses are tobe performed on potential dam failures if the dam is designated as a HighHazard Classification. This process was done with the concept that, ifthe dam was unable to satisfy this criteria, further refined hydrologicinvestigations would be required.
The U.S. Army Corps of Engineers' Hydrologic Engineering Center's ComputerProgram HEC-l DB using the Modified Puls Method of flood routing was usedto evaluate the dam, spillway capacity, and downstream hazard.
Unit hydrographs were defined by Snyder coefficients, Ct and C . Snyder'sCt was estimated to be 2.0 for the drainage area and Cp was estimatedto be 0.625. The drainage area was divided into sub-areas to model thevariability in hydrologic characteristics within the drainage basin.
Run-off, routing and flood hydrograph combining was then performed toobtain the flow into the reservoir. In this analysis, the reservoir poolwas assumed to be at the spillway crest elevation at the start of thestorm and outflow through the low level outlet was assumed to be zero.
The Probable Maximum Precipitation (PMP) was 19.4 inches according toHydrometeorological Report (HMR #33) for a 24-hour duration storm, 200square mile basin, while loss rates were set at 1.0 inches initial
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abstraction and 0.1 inch/hour continuous loss rate. The loss rate func-tion yielded 83 percent run-off from the PMF. The peak for the PMF inflowhydrograph was 8,653 cfs and the 1/2 PM1 inflow peak was 4,323 cfs. Therelatively small storage capacity of the reservoir above the spillway onlyreduced these peak flows to 8,638 cfs for the PMF and 4,318 cfs for the1/2 PMF flow.
I 5.3 SPILLWAY CAPACITY
The spillway is an ogee shaped weir with a net length of 40 feet and ai discharge capacity at the top of dam elevation of 1,800 cfs.
SPILLWAY CAPACITY
Flood Peak Discharge Capacity as % of Flood Dischdrge
PMF 8,638 cfs 21%1/2 PMF 4,318 cfs 42%
5.4 RESERVOIR CAPACITY
The reservoir storage capacity was obtained from the plans included inAppendix G and USGS mapping. The resulting estimates of the reservoirstorage capacity are shown below:
Top of Dam 255 Acre Feet
Spillway Crest 165 Acre Feet
5.5 FLOODS OF RECORD
There is no information on water levels at the dam site.
5.6 OVERTOPPING POTENTIAL
The HEC-l D8 analysis indicates that the dam will be overtopped asfollows:
Flood Maximum Depth Over Dam
I PMF 2.6 Feet1/2 PMF 1.3 Feet
A dam break analysis was performed to determine the significance of vari-ous dam failures on the downstream hazard. This analysis was performedwith the 1/2 PMF assuming the dam to fail at the maximum elevation result-ing from the 1/2 PMF. The railroad embankment approximately 400 feetdownstream of the dam would restrict flow for intermediate flows. How-ever, the hydrologic/hydraulic analysis indicates that this embankmentwould be overtopped by flows greater than 36% of the PMF. The 1/2 PMFIwill overtop the embankment by about 1 foot and the PMF by 2.1 feet. Suchoverflows will cause failure of most earthen embankments. Therefore, thedam break analysis was performed assuming that the railroad embankment wasno longer in existence at the time of the dam failure. The flood eleva-tions, due to various dam failures and the flood elevations that wouldexist just before the corresponding dam break induced flood wave, are
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shown below. These flood elevations are compared where the creek crossesRoute 291, which is the area of the downstream hazard.
Flood Elevations @ Route 291
Just Prior Due toto Dam Break Dam Break
Failure Time = 0.2 hrs. 522.4 526.5Failure Time = 0.3 hrs. 522.4 526.5Failure Time = 0.5 hrs. 522.4 526.0
The above elevations were estimated from USGS quad sheets. These eleva-tions are not exact and their significance is in the difference betweenthe elevations for the flood levels with and without tile dam failure. Theworst of these three cases indicates that the flood depth would increasefrom 7.4 feet to 11.5 feet due to a dam failure. The homes in this areaare located about 8 feet above the stream level. Therefore, this flooddepth increase of 4 feet indicates that the downstream hazard would besignificantly increased by a dam failure under this condition.
I 5.7 EVALUATION
3 IThe hydrologic/hydraulic analysis establishes the spillway capacity as 21%5 of the Probable Maximum Flood (PMF). The dam will be overtopped by 2.6
feet by the PMF and 1.3 feet under the 1/2 PMF. The stability analysisindicates unsatisfactory stability for the dam under the 1/2 PMF ,oadingcondition and the dam break analysis indicates that failure of the damunder the 1/2 PMF will increase the downstream flood levels on the orderof 4 feet. Therefore, the spillway is assessed as seriously inadequateaccording to the Corps of Engineers' screening criteria.
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SECTION 6: STRUCTURAL STABILITY
6.1 EVALUATION OF STRUCTURAL STABILITY
I a. Visual Observations
This dam is a concrete gravity structure consisting of non-overflow andoverflow sections. The structure extends across the valley in a north-westerly direction from the left abutment. The ogee spillway section islocated in the left portion of the dam and is flanked on either side by
non-overflow sections. A concrete walkway extends across the spillwayconnecting the adjacent non-overflow sections at the top of dam elevation.The concrete spillway apron and training walls extend about 40 feet down-stream. For some 70 7eet downstream of the spillway apron, the outsidebank of the receiving stream is riprapped.
The dam was inspected under conditions where the reservoir level wasslightly above the spillway crest, with some water discharging over thespillway. The majority of the reservoir was covered with ice except for anarrow strip next to the darn in the spillway area. However, the entirecrest and downstream face were visible. The field observations indicatethe dan retains structural stability, but surface deterioration was evi-dent. There is a general surface deterioration of the non-overflow sec-tions with many areas of spalling I to 3 inches deep, with the worst areason the order of 6 inches deep. The most severely spalled areas generallyoccur along joints. Many areas of small amounts of calcium deposits werepresent on the downstream face. Some wet areas were also present in thedownstream face of the non-overflow section. The origin of this slightwetness was difficult to ascertain, although one area did appear to beflowiig slightly upon close examination. No indications of seepage beyondthe toe of the dam or around the abutments was noted. The upstream faceappears to have received a shotcrete layer some time in the not too recentpast. This shotcrete layer has delaminated from the original dam face inmany areas.
The walkway over the spillway has experienced significant spalling of theconcrete, resulting in exposure of some of the reinforcing. This loss ofsection has resulted in some portions of the railing no longer beingattached to the walkway. The center pier of the spillway, which supportsthe walkway, has also experienced significant spalling of the concrete.At the time of the inspection, flashboards were in place in the north-westerly spillway section. These flashboards were in poor condition, asevidenced by broken sections of the boards. The surface of the trainingwalls along the sides of the spillway apron were deteriorated with signi-ficant scouring evident in the area of the interface of the training wallsand apron slab.
I b. Design and Construction Data
No information regarding the structural stability of the structure waslocated. Drawings included in Appendix G substantially conform to thepresent facility. The plans indicate that the structure is 564 feet longconsisting of a 112 feet long left non-overflow section; a 41.5 feet iongspillway section, and a 410.5 feet long right non-overflow section. Theentire base and abutments are shown as being keyed into rock.
I 12
The non-overflow sections have a crest width of 7 feet. This dam width isconstant from the crest elevation of 591 down to elevation 585 at whichpoint the downstream face slopes at a 1:2 (horizontal to vertical) batterto elevation 565, where the slope changes to 6.5:10. Below elevation 565,an earthen berm is constructed against the downstream face. The upstreamfaces of both the non-overflow and spillway sections are vertical. Thecrest width of the spillway is curved in an ogee shape, but the width is7 feet and the downstream face slopes to conform to the configuration ofthe non-overflow section. The downstream face slopes at 1:2 from thetangent of the ogee curve to elevation 565, where the surface curves totransition between the downstream face and the spillway apron.
The only available construction drawings for the facility, which areincluded in Appendix G, are dated July 1919.
c. Operating Records
There are no available operating records for the facility.
d. Post Construction Changes
There are no available documents or indications of significant post con-struction changes. It does appear that the upstream face of the dam hasbeen overlaid with a shotcrete layer.
e. Seismic Stability
No known faults exist in the immediate vicinity of the dam. A major faultline is present five miles north of the dam and trends to the northeast.A lineament is located about three-quarters of a mile south of the dam andtrends to the northeast. Bedding dips 40 to 50 to the southwest. Jointsare close to vertical and strikes are N2OE, N6OE, N25W and E-W. The areais located within Zone 2 of the Seismic Probability Map. Earthquakesrecorded in the area are tabulated below:
Intensity LocationDate Modified Mercalli Relative to Dam
1840 V-VI 19 miles SE1930 II 4 miles S
6.2 STRUCTURAL STABILITY ANALYSIS
Design drawings available for review show the plan alignment and cross-sections for the dam, but do not include specific engineering informationon the properties of the dam and foundation materials, nor stabilityanalysis. As a part of the present study, stability evaluations have beenperformed for the spillway section. Actual properties of the dam's con-struction materials and foundation were not determined as part of thisstudy. Where information on properties was necessary for computations,but lacking, assumptions felt to be practical were made. The stabilitycomputations assumed a structural cross-section based on dimensions
13
indicated by the plans included in this report. It should be consideredthat, in areas where deterioration has occurred, section dimensions wouldbe less than indicated by the plans with some adverse effect on the struc-tural strength expected. The analysis also assumed the dam section to bemonolithic, possessing necessary internal resistance to shear and bendingoccuring as a result of loading.
The result of the stability computations indicate satisfactory stabilityfor the analyzed spillway section against sliding effects for all studiedloading conditions. The studied loading conditions include: (1) normaloperation (reservoir at spillway crest, no ice), (2) reservoir pool at thespillway crest with ice effects, (3) reservoir elevation at the 1/2 PMFlevel, (4) reservoir elevation at the PMF level, and (5) reservoir pool atthe spillway crest with seismic effects.
The analysis of stability against overturning indicates satisfactorystability under seismic loading, but only marginal stability under normaloperating conditions. Unsatisfactory stability was indicated for iceloading, 1/2 PMF, and PMF loading conditions, according to the RecommendedGuidelines for Safety Inspection of Dams (i.e., the resultant of theforces acting on the dam is located outside the middle third of the base,resulting in tensile stresses developing in the dam section, a conditionwhich is structurally undesirable).
The stability computations are presented in Appendix E and the results ofthese computations are summarized in the table on the next page.
The lateral water pressures used in the 1/2 PMF and PMF conditions werecomputed from the water surface elevations calculated in the hydrologic/hydraulic analysis. It should be noted that the railroad embanknent justdownstream of the dam would act as a flow restriction for intermediateflows causing the tailwater to backup onto the downstream face of the dan.This condition of a high tailwater would tend to increase the stability ofthe structure due to the resulting resistance to overturning. However,this railroad embankment will be overtopped by flows greater than 36% ofthe PMF, leading to severe erosion and probable failure of the embankment.Therefore, the tailwater elevations for the 1/2 PMF and PMF conditionswere computed assuming the railroad embankment would no longer be inexistence at the time of the peak discharges from these storms.
Critical to the analysis and resulting indication of stability are theitems of uplift water pressure acting on the base of the dam and therelative permeability of the site's foundation material. For the "normaloperation conditions" case, the analysis uplift force was based on a fullheadwater hydrostatic pressure acting on the dam's upstream corner and thenormal tailwater hydrostatic pressure (essentially zero for the analyzedsection) acting on the dam's downstream corner. Uplift pressures wereassumed to vary linearly between the dam's upstream and downstreamcorners, and to act upon 100 percent of the dam base. The resultinguplift force represents a condition that is significant to indications ofinstability. Uplift as computed for the normal operating condition wasalso assigned to the flood conditions studied, assuming that upliftpressures would not increase significantly over a relatively short floodstage period because of expected low foundation rock permeability.
14
S.-
0
tc (a c
m- 0n4-
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0 m CL ) 4 04-S-(A_oI;4
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It d -4 Cl) m10 (0
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ea1( 00 c- t-a>0 0 to 'c\ L.> 010 C )(1 - a
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X1 u 1 39 0 -V 01 O L 4 C C-O_ EV 4-) w-I U- . L U,
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0 ai 01 0 01.4.) w0=E w 01 4-.0 -P
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- - L. -00 C) CCDC~~~~( C. ~ 4 ~ ++54/(. 4-J M LS-
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'0 +- 4 r 4-'V0 4 4)3u 4-) cm0 a) 4-0 vC fa0 '06z toc- toi '00M t OC CUr)( 4-) (a
X -7C to4) 0r14u)*-Q - -
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15
1j The discussed analysis applies to a dam in structurally good condition.
Although the field observations indicate the structure retains structuralstability, significant deterioration of the concrete surfaces was noted.In addition, the stability computations indicate marginal stabilityagainst overturning for normal operating conditions and unsatisfactorystability for normal pool with ice, 1/2 PMF and PMF loading conditions.Therefore, further investigations are recommended. Evaluation of existingstructural conditions should be based upon inspection of the dam and abut-ments with the reservoir drawn down to allow inspection of the upstreamportion of the structure and foundation. The observed condition of thedam structure and rock foundation can serve as the basis for planning andconducting necessary tests for determining physical properties importantto the dam's stability. Because of the effect on stability, methods toevaluate the presence and magnitude of the uplift acting on the dam shouldbe undertaken. Stability analyses based upon actually existing conditionsshould be completed and recommendations to improve the stability should bedeveloped if necessary. Meanwhile, maintenance and repair should beplanned for deteriorated areas to ensure that the presently existingstability is retained.
The entire structure, as well as areas beyond the toe of the structure,should be regularly inspected as part of a formalized inspection prograito detect deficiencies. Any deficiencies and the remedial measuresundertaken to correct these deficiencies should be well documented toprovide historical background on which future evaluations may be based.
16
SECTION 7: ASSESSMENT/REMEDIAL MEASURES
7.1 DAM ASSESSMENT
i a. Safety
The Phase I Inspection of the Marcy Reservoir Dam did not indicate condi-tions which would constitute an immediate hazard to life or property.
The stability analysis indicates unsatisfactory stability during loadingswhich could occur during ice loading conditions and during the 1/2 PMF andPMF events.
The hydrologic/hyaraulic analysis indicates that the spillway will passonly 21% of the PMF. The dam will be overtopped by 2.6 feet and 1.3 feetby the PMF and 1/2 PMF respectively. Failure of the dam during the 1/2PMF event would significantly increase the downstream hazard from thatwhich would exist just prior to failure of the dam. The spillway capa-city, therefore, is assessed as seriously inadequate.
The following specific safety assessment is based on the Phase I visualexamination, analysis of hydrology and hydraulics, and structuralstability analysis:
1. Minor seepage was detected on the downstream face of the dan atvertical construction joints.
2. Severe spalling of the exposed concrete exists generally throughoutthe structure. Deterioration is especially severe at the walkwayacross the spillway, at vertical construction joints, and at the base
I of the spillway training walls.
3. The hydraulic concrete on the upstream face of the dam is peelingaway from the dam surface.
4. The blowoff valve which is maintained in the full open position ispartially obstructed, thereby restricting outflow from the impound-
I ment.
5. The gatehouse is severely deteriorated and the gates are inoperative
I for all practical purposes.
6. The structure has been poorly maintained and no formalized inspectionprogram is presently in effect.
7. No warning system is presently in effect to alert the public shouldconditions occur which could result in failure of the dam.
b. Adequacy of Information
The information available is adequate for this Phase I investigation.
I 17
I
I
c. Urgency
The Owner should immediately implement a program of surveillance duringheavy rainfall conditions. Within three months a flood warning and erier-gency evacuation plan should be implemented. The remaining itemis setforth in the safety assessment should be addressed by the Owner and appro-priate improvements and repairs should be performed within 18 months ofthis notification. The recommended investigations should begin within sixmonths .
d. Need for Additional Investigation
Further investigations relative to the stability of the structure shouldbe performed to determine appropriate measures necessary to provide sta-bility under all conditions. A detailed hydrologic/hydraulic investiga-tion should be undertaken to determine the measures necessary to provideadequate spillway capacity.
7.2 RECOMMENDED MEASURES
The following is a list of recommended measures to be undertaken to insuresafety of the facility:
1. A structural stability investigation should be performed to determinethe characteristics of the uplift forces acting on the dam, theproperties of the existing dam and foundation, and the effect ofthese conditions on the stability of the dam. Remedial work shouldbe undertaken depending on the results of this investigation.
2. A detailed hydrologic/hydraulic analysis to more accurately determinesite specific characteristics of the watershed should be undertakento determine the necessary measures to provide adequate spillwaycapacity. The remedial work necessary to provide this capacityshould be undertaken depending on the results of this investigation.
3. The minor seepage on the downstream face of the dam at constructionjoints should be investigated and appropriate remedial measures takento eliminate this seepage.
4. The severely spalled surfaces of the exposed concrete should berepaired.
5. The hydraulic concrete on the upstream face of the dam should beremoved and the surface repaired.
6. The obstructions at the blowoff valve should be removed to provideunrestricted outflow from the impoundment.
7. The gatehouse should be repaired and placed in operating conditionand proper security maintained to prevent vandalism.
8. A formalized inspection system should be initiated to develop data onthe conditions and maintenance operations at the facility.
18
i 9. A flood warning and emergency evacuation system should be implementedto alert the public in the event conditions occur which could resultin failure of the dam.
11
II
II
I
i1
IIIIIII
*1 APPENDIX Ad
PHOTOGRAPHS
I%I
12. Spillway as vieweLfrom downstrea-,.
3. Spillway as viewedfrom top ofwalkway. Notedeteriorated con-crete and restrictedflow from 24"reservoir drain.
//
4. Close up ofdeteriorated walk-way. Note exposedreinforcing.
IYIflwfo24
<.FT
C. Clos e u p oshotcrete.
9. View of reservoi 'r-area from oam
10. Downstreawnazardarea. Rece iv i nqstream in foreqrCo.ur,<
APPENDIX B
VISUAL INSPECTION CHECKLIST
VISUAL INSPECTION CHECKLIST
i)Basic Data
a. General
Name of Darn MZQ-Y eE:5$EeU0%(z
Fed. I.D. # N '9 |i DEC Dam No.
River Basin M61HuJt-' LI7)EZ'
Location: Town _ ___ ___ County OA 7- v .
Stream Name eow w. c ZEe/
Tributary of Ma/4L4 , el VE e-
Latitude (N) 4.3 - /. / Longitude (W) -7S- /7.3
Type of Dam CfJUi7Y (eo4vCf.r-
Hazard Category -/,416_14
Date(s) of Inspection PCM e 4.
Weather Conditions FA hL, ", swa.-Io' m4 )
Reservoir Level at Time of Inspection SPU-,f 4,qEz-
b. Inspection Personnel F. J. 8.SZ45qjej I. C &L. J.. O -,
M4.MUQzE~91T P*4.F jIt514"CP4 eo#eAM~ LL~ C7O.Ee- M*Oe-.ftwgim7W4e- CZA4IT0e-
c. Persons Contacted (Including Address & Phone No.)
_,mg. eoger p6usm ,i , ,ave - -rse,0Wa 3 - 7C7-3O1M
m=e- aUCA14mrc Co~irgiz
(TIC A ,. 1562
d. History:
Date Constructed # 170 Date(s) Reconstructed ....._-"
Constructed By V9K4'q'UA/.
I
I 93-15-3(9/80)
2) Embankment
a. Characteristics
g (1) Embanknent Material A114
(2) Cutoff Type _____ _____________________
1 (3) Impervious Core /974
(4) Internal Drainage System N/k
I(5) Miscellaneous .//I
b. Crest
(1) Vertical Alignment 6//
(2) Horizontal Alignment A/AII
(3) Surface Cracks N/A
(4) Miscellaneous ___
c. Upstream Slope
(1) Slope (Estimate) (V:H) I/4(2) Undesirable Growth or Debris, Animal Burrows A
I (B) Sloughing, Subs-Idence or Depressions ___ _
III
I ('~) Slope Protection ____
I(5) Surface Cracks or Movement at Toe ___ _
d. Downstream Slope
(1) Slope (Estimate - V: ) 4/(2) Undesirable Growth or Debris, Animal Burrows
(3) Sloughing, Subsidence or Depressions A/4I I
I (14) Surface Cracks or Movement at Toe N/A
(5) Seepage ___
I/
I (b) External Drainage System (Ditches, Trenches; Blanket)
II (7) Condition Around Outlet Structure Al,,_
1 (.c) Seepage Beyond Toe A/bi 6Ib O!4f(
I e. Abutmients - Embankment Contact
I
I
I )3-15-3(9/8O)
I (1) Erosion at Contact _'_
(2) Seepage Along Contact IV_
I
3) Drainage System
a. Description of System A/!
I
1). Condition of System _ /
c. Discharge from Drainage System _ /_....
' v1) Instrumentation (Momumentation/Surveys, Observation Wells, Weirs,Piezometers, Etc.) .e/ .I
II
) Reservoir
a. Slopes ZTFis PJO _E4 OF-- .-
b. Sedimentation 4€) Aj F-- 0 .saz0 Su4T oN
i c. Unusual Conditions Which Affect Dam NOme.,
IF)) Area Downstream of Dam
a. Downstream Hazard (No. of Homes, Highways, etc.) 2ESVG-"CTij-P
I2P- I#- 84q r%4- - IZ F
b. Seepage, Unusual Growth _ _ __ _ _ _
c. Evidence of Movement Beyond Toe of Dam tNM-
d. Condition of Downstream Channel .._ x> ' No atcA 0;-, e- M
I ~~ Soillway(s) (Including Discharge Conveyance Channel)
Ete P&!kW0 P ?Luuv. WAS P4f'.L. dLAL6eZ- tO(W
I a. Generil ZO..:Aet OF- c ..C 1.-tE I10. 'PZ. f-A -Lfl.
In *k~fipe* t t A &AAW tI2 5~X~ L deery- 4 6 3SL)JZ,
peMV46IATia iq 44 S"P. dr- 5PauLWV T04AMms wU * LL
b. Condition of Service Spillway -_ QM AOJE
No js',Ah1a SF-2.jlcF PLQ}
II
c. Condition of Auxiliary Spillway - - r ,
d. Condition of Discharge Conveyance Channel 6jor) COK1LTec(
R) Reservoir Drain/Outlet
Type: Pipe _ " Conduit Other
Material: Concrete Metal Other
Size: _ _ __ _Length _ __ ___ __
Invert Elevations: Entrance Sd:0, 0 Exit _ -_ _ _
Physical Condition (Describe): Unobservableo_
Material: 5,A7 /A Pkp&- so/r i' q Auc Z "
Joints: Alignment
S tructural Integrity: L(2 Al /05 ,4&FE
Mydraulic Capability: VLJJL. WAS -OLLi' dPoly C jOOS7A4
SLU#CCE 6WIA7F 2*tA6VF1:. jf4M7dY Q FL~OW 1&,0C'qMS
Means of Control: Gate L- Valve L Uncontrolled
Operation: Operable ' Inoperable Other
Present Condition (Describe): Af/f V4 JRA, OF*-N. ow agE
?..O.L> ... X..-Tr " . .Wc . . . .SL tICF .. ... -.........S ,
.I ) Structural
I. Concrete Surfaces SE-VjE - Qu - -$PQ_ L L_-L x
v toa^r o4- IN.l CV-FTIE- U'jai: f 0.0t
Ig b. Structural Cracking
Ic. Movement - Horizontal & Vertical Alignment (Settlement)
No IFeT-rjQ4- 45 1- Ha V-_, -. 0 ^TA LA itS p- I."&,q ,'"
6 PL.E &tj sD.
I d. Junctions with Abutments or Embankments _._.eXP -- A16 .5E7 F-
C. Drains - Foundation, Joint, Face X6 AIF
F. Water Passages, Conduits, Sluices "AS T- 0 AO COOIK
UA ATF,2Q 1T.g 4-Aw~ 04 r RA*dT 41ZE C"LSCQr> NO AVE-7>1rTo t5PE. ,4
g. Seepa-e or Leakage
iz - rFAS 4- aIrswa-, e- Fae e- ~AJII'
[p s' = L= .... N kr
-rc ~ F~oWAic~$L,( W1LL
. ... ... . . . .. . I I. . .. . .. .. .. ... | .. .iA jI . ... . ... . .. (
Ii. Joints - Construction, etc. S-jszEE. DENE~i4OAii! > T-
I SuF.FAc.E- N4O LEAM#UcF& Ssr sNO.
g-Foundation No r-aKVrd OF&WS 63S-0.
-PLKWSV 1?NDCcATF -- \ (5j Em6- i 'N ,r nA
j. Abutmen ts A/ Ss -' C p-P E1 das to A4
Control Gates __ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _ _
A.'pproach & Outlet Channels -AffiM fi C+1 "aF -- 15 7 1E
/ kA ,0 V N (3uTLEJ- 1HCijN1EL - I 4CF4-
M. Energy Dissipators (Plunge Pool, etc.) __________________
n. Intake Structures t;ATrzE HOV3 5uR'4'pr-,.4r
( Qrk LIFT CH.I~wS* LAQE W4 ~t.cjjue Powfq I t4To I C r
CEMQ. 'PET, L.cTCS 0ETw(,'- w 6M Im P?-OLq.
o. Stability 14A n~a mX: /AfaYMAFILtr4? Nd/rr-1, tet 7-b
p. Miscellaneous LA.iU i I& LK j g0M ZtA u IS
'rEQEE(-U PEr-f2WolZf)TfP. M~u 'JS4E~PAM9 IsL U mtF.
10) Appurtenant Structures (Power House, Lock, Gatehouse, Other)
a. Description and Condition C6IV443 ,SE is
I T- eA' P w y'a4w-%. o jT
II
IIIIIg 11) Operation Procedures (Lake Level Regulation):
5L.8w o FF- ItAr G~ K CULL 6TZq Fq~StTA0%4.
II t 1 ) o .F-"T L~u . LUCXTUfT-M WT Lu J kcP
-gAjQ T0+S- BLow o F- 1.5 PAPTIRCL~ 6S"TIUxT-)IIIIIII
APPENDIX C
HYDROLOGIC/HYDRAULIC, ENGINEERING DATA AND COMPUTATIONS
I 7
AR1EA_ iISUBA EA
R A ) 02000 4000
Stj8e AREA T21
LEGEND
mm- *VTrERSIlO AKEA
-"AINGSUB AIA
DRAINAGE BASIN
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P ')JECT NAME- m -TW Pee ThaM &n&/c., 6 99 DATEL2Q
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[ Z~7'h~A~~? - _______________ DAWN BY
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/2. hA-t. /-.21 /3 13 2S,848 k / 27.5
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TEL 315"797-5800
OJC NAME J~' ~~ DATE...._ _____ __ ,__ _____ _____ ___. _ _ _ __ __ __ __ __
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TEL 315,797-5800
PROJECT NAME . 5. IZ . ,?' - . , i, , /., / o, _ _
LIBJCT ~DATEeJECT. ,PROJECT NO . . ..
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STETSON- DALEIIcBANKERS TRUST BUILDING [- f"
SESN-DLUTICA - NEW YORK - 13501 U'J\ LUUYU
TEL 315 -797-5800
P ::::cT NAME At 9 .~~/
.DATE _____ .-
SUBJECT -PROJECT NO
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PROJECT NAME .1 .5 ;,i J,6~1~, DATE
SUJECT .-7e - POJC NOZ _ _ _ _ _ __ _ _ _ _ _ _ _
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I TEL 315-797-5800
PROJECT 4AME _ - :' , DAT
SUBJECT - " " .. " . _ . ', RPROJECT NO ... ..
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PROJECT NAME 6- .~?rnp~a~s /~ DATE___
Sue, CT P' _ ,. ,OJECT NO
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1 2'
CHECK LIST FOR DAMSHYDROLOGIC AND HYDRAULIC
ENGINEERING DATA
AREA-CAPACITY DATA:
Elevation Surface Area Storage Capacity(ft.) (acres) (acre-ft.)
1) Top of Dom 59/ Z_ 1552) Design High Water
(Max. Design Pool) _/___ _
3) Auxiliary Spillway ACrest
4) Pool Level withFlashboards /"_o___/_, __/____
/," 4 teo'r ,45) Service Spillway
Crest ____/_,_!__
DISCHARGESVolume(cfs)
1) Average Daily N/'
2) Spillway @ Maximum High Water (7o0p 4 Z),44--) /800
3) Spillway @ Design High Water Ala
4) Spillway @ Auxiliary Spillway Crest Elevation
5) Low Level Outlet 1I W# & jeve( v op,
6) Total (of all facilities) @ Maximum High Water
7) Maximum Known Flood
8) At Time of Inspection /
CREST: ELEVATION:
Type: fleI'? /.5
Width: 7 Length: _ sae' s ,
Spillover e R1~y, 46e a
Location
SP ILLWAY:
PRINCIPAL EMERGENCY
_ _ _ _/_ Elevation ___._-_ _ _ _
__ __ __ __ __ __ __ _ Type () e.
Width _ _2o_ __ _ _ _
Type of Control
Uncontrolled
Controlled:
Type -_(F lashboards; gate)
Number
Size/Length
Invert Material _ _ __ _ _ _
Anticipated Lengthof operating service
Chute Length _ _ /_ _ _
Height Between Spillway Crest 2 _& Approach Channel Invert
(Weir Flow)
HYDROMETEROLOGICAL GAGES:
Type: AIp' W'4 44 "/k"
Location:
Records:
Date -
I Max. Reading -
FLOOD WATER CONTROL SYSTEM:
Warning System: owe- I =PieSeA "IMethod of Controlled Releases (mechanisms):
I
Ii
III
IA. ...... ... .. ~ ~ ~ ~ a .9,, (a..... . U-._....
14i DRAINAGE AREA: 4,2i5 , p"i.
I DRAINAGE BASIN RUNOFF CHARACTERISTICS:
Land Use -Type: /1 1Ydof~j /,1. & l-itaJ~ LI Terrain - Relief: /1 'A 7,, s ee.&, ? Af e-,-)e
I Surface -Soil: /21 n'
Runoff Potential (existing or planned extensive alterations to existing(surface or subsurface conditions)
I
1 Potential Sedimentation problem areas (natural or man-made; present or future)
IPotential Backwater problem areas for levels at maximum storage capacity
jincluding surcharge storage:Alba e #,w'i
I Dikes - Floodwalls (overflow £ non-overflow ) - Low reaches along theReservoir perimeter:
I Location: ,
Elevation:
' Reservoir:
Length @ 1 Pool 0. 35> (Miles)
Length of Shoreline (@ Spillway Crest) ________ (Miles)
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APPENDIX D
REFERENCES
APPENDIX D
REFERENCES
1. Department of the Army, Office of the Chief of Engineers. NationalProgram of Investigation of Dams; Appendix D: Recommended Guide-lines for Safety Inspection of Dams, 1976
2. U.S. Nuclear Regulatory Commission: Design Basis Floods forNuclear Power Plants, Regulating Guide 1.59, Revision 2, August1977
3. Linsley and Franzini: Water Resources Engineering, Second Edition,McGraw-Hill (1972)
4. W. Viessman, Jr., J. Knapp, G. Lewis, 1977, 2nd Edition,
Introduction to Hydrology
5. Ven Te Chow: Handbook of Applied Hydrology, McGraw-Hill, 1964
6. The Hydrologic Engineering Center: Computer Program 723-X6-L2010,HEC-l Flood Hydrograph Package, User's Manual, Corps of Engineers,U.S. Army, 609 Second Street, Davis, California 95616, January1973
7. The Hydrologic Engineering Center, Computer Program: FloodHydrograph Package (HEC-1) Users Manual For !)am Safety
8. Soil Conservation Service (Engineering Division): Urban Hydrologyfor Small Watersheds, Technical Release No. 55, U.S. Department ofAgriculture, January 1975
9. H.W. King, E.F. Brater: Handbook of Hydraulics, McGraw-Hill, 5th
Edition, 1963
10. Ven Te Chow: Open Channel Hydraulics, McGraw-Hill, 1959
11. Bureau of Reclamation, United States Department of the Interior,Design of Small Dams: A Water Resources Technical Publication,Third Printing, 1965
12. J.T. Riedel, J.F. Appleby and R.W. Schloemer: HydrometeorologicalReport No. 33, U.S. Department of Commerce, U.S. Department ofArmy, Corps of Engineers, Washington, D.C., April 1956. Availablefrom Superintendent of Documents, U.S. Government Printing Office,Washington, D.C.
13. North Atlantic Regional Water Resources Study CoordinatingCommittee: Appendix C, Climate, Meteorology and Hydrology,February 1972
14. The University of the State of New York - The State EducationDepartment, State Museum and Science Service, Geological Survey:Geologic Map of New York, 1970
15. Y.W. Isachsen and W.G. McKendree, 1977, Preliminary BrittleStructures Map of New York, Hudson-Mohawk Sheet, New York StateMuseum Map and Chart Series No. 318
16. N.C. Dale, 1953, Geology and Mineral Resources of the OriskanyQuadrangle, New York State Museum Bulletin 345.
APPENDIX E
STABILITY ANALYSIS
Lt
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APPENDIX F
PREVIOUS INSPECTION REPORTS/AVAILABLE DOCUMENTS
DEC DAM INSPECTION REPORT
W~ Wi 5] iWollkid WIZ iI1I R ERB CTY YR. AP- DAM NO. INS. DATE USE TYPE
AS BUILT INSPECTIONIjLocation of SpillwayFl Elevationsand outlet 0
i~1Size of Spillw~ay riGeometry ofand outlet Non-overflow section
] GENERAL CONDITION 0i N01P-OVERFLOW SECTION
E Settlement 2 vCracks Deflectilons
] Joints Surface of iLeakage
Undermining Settlement of Cres of Dan
2 i EmbankmentL
SDownstream jlUp stream - Toe ofSlope 0' Slope [it Slope
L]GENERAL CONDITION -' SPELLWAY AND OUTLET WORKS
I1Auxiliar) f Service or Stillir,
LiSpillway Concrete Spillway Basin
Joints Surface of SpillIway
LI flConcrete LiToeD Mechanical [jPlunge riDrain
Equipment Pool i
Maintenance Hazard Class
Evaluation - Irspector
COMMENTS:
, ,~~ A(ii ,~ A/&- ,' ,7F V ' 5brt:o ,,'l / i,,' t/c ,'v ' ",,/C '4 5"1 . -,'-.. e" , 4 c-,e .. ,4- .,
I
I
I [ I II s.. . . . .
v 4p ;encrepai.rs neece or mino~r rcpzirs which can be covered byL.ro aifl:.nance. /2
nzauta-Itc-.s ia reecd of r-ajor r.!air.f
0;bxe izatc: - Abiion' litted under spiiliay ana outlet wor::'s. .~
2.Can be covacd by pro~ ~nna3.Unsatizfactory - -b~eand beyond normal maintenance.
4. Dcm dozs no: ccn:L.n this, feazure.
Maintenance1. Evidence of pericdic maintenance being performed.2. No evicence of periodic maintenance.3. No longer a dam or d=~ no longer in use.
Hazard Clain if;ic-nion :-~
3. (C) Loss of life and/or property.
Evaiua~ion - Based on Jud-zmert and Classificatio±in Box Nos.
Evaluaticn for Unsafe Dan
1. Unscfe - Repairrable.2. Unsafc - Not P. airable.
Lr.;r.CAe-i £v1*d-r-ce to declare unsafe,(
................
____
(2) UP?Z. HUDSON .- j . - -52w.5
(4) Lk~z CNAL.- ,jAj1 2 -7 1 , .r.;
(6) SU SQZFA INA7(7) C KENT-LX G
(10) ~~ ~ ~ ~ C -E::N -2 j / 4it
(13) CENT-RAL LAlKF CN7. jjo H(14) EASTERN: LAMEY -'r. "~
(15) S;.-Y:CN U-,' C~ :,'.
(17) WEST ST. L;--ZFXCE C, S3 ao.(18) EAST ST. LsNE .,
(20) S7. IRF :s R VR a s(22) IS:; 1LAN. I:~(23) 0SIECAkTCEI-E LC
6q~ >~:.~ c'.
V7xv.i'!r 7!z -, ' -Nos. 1-24' C-1 Conojil-tioa h L'Cci: - Ds. 1-62 Al?hzbctically
SYear An. -
I ~ . h~ec~.o.;r,te M *onth, Day, Year
1. i 17i1dlife %:annZement9 c.r2. Recreation 5 F -3. Wratcr Supply 6. NIL Apparent 's
1. Earth, vith ;Auy'. Servic'Sil.a2. Earth with Sir.Zle Cc-nc. Spillw~ay.3. Earth with Sin-le non-conc; Splllway4. Concrete5. Other
7. As-Euilt Tr..-ict:on Buir usztaly Cocj o appro-nd plans andspeci~i_:c..
Location of ilavand 0,;tlct, Vrvs
1. Appears t6 rneet iriginal"ly ap~ifovca. plans an -
2.Not bljilt 3cen- - "et-c cD ~ C* detrimanra.L to structure.
3. Not built acczording to plzns and specificatirns but 1oaindosntap0rt
be detrin nta- to structurc.
Elevations.
1. Generally in cc~crdance to approved pians an spacifca cions as dcterrnine4 fromi* visual inspeccion and use of hand lcv--1:
2. Not built accoriling to plans and snccificatri-4n cad elevation char.Zes app- r tobe de-.riT.en.ta'_ to structure.
3. Not built accoro-In; to plans and specificationj but elevation changas dc, rctappear to be datrimental to strujcture.
Sizc of S-.illIw:'r cnd C-.tlct Wcrks
1. Appears to rnaet originally approved plczs an6 specifications as determuined byfield mec surerents usi-n- tape measure.
U 2. Not built according to pasand spac LZiica tions 811d chjnges appear detrimentalto structurte.
3. 'Not built accordi4ng to plans and specifications t chznlcC5 do not appeardetrimental to structure.
Geo-netry of Yon-ovarflrw. 71
1. Generall in accoreance to originally c-?r~* t!- J f Pecificatic:&s asdeterminod fron vicucl inspection --:id -use *~-1(%A Lnd tape riczsure.
2. lIot built according to plans and specificat -' ' *.d Cj'z=Z:cs a;pcear de'-rimental* to structure.
3. Not built according to plan~s -and specificatic'a but cha:gcs do not appeardetriwecntal to structure.
Ccnercl Ccinditicos of c-'Ek
1. Adcquate - No apparent repairs needed or miil-* wcrllrs vaich can be coveredper-lodic .3-intenlance.
2. In.Acquztc - Itczns in n, ad of major rcaai7.
T.) cr h;aXCZ lis"Cd on con-.irion undzr -ion-over: -CL.'
3. ~ Zv'and ;yo i2:ormnl :
............ . .... \ .... A
... .. ... ...margaill"Ca Ce* MONA.
IAD GA
-~ - C-t j* r ~ -
I - _ -.-.-*-- . -- -P~.------- - - ....--- - %
C~~~~~~GW an Am---I- '~ -* -
September 210 l920*
SuJ40t: OontruotIOR OZ Da on Marcy C roeko
D@Partwn% Of 3tate IEnglueer aftd Xrfeor1.,
IAlbany. Me ye
Gentlemen:2
It Is oar undarstan~ntr tbat your Deopartment has
PrepS,"d Als anfL SPeoitioatione for the oonstuaition of
a dam for the. Itioa 3stt Aq1u, Tiioh Is to be loosts8
On & Btrem Mxown as8 Miry OreeJ6 near the H~alet of Mascy.,
one i1" Gountys N. 1.
To oawplete our reord~s relating~ to dam outside
of %the 3tats Canal Syrstetn. wo ask tbh-t you farnish this
Comzgelon prints of the plans for awh darn, wd a oopy
of the speolfiostonl to be followed during UPe oonstmwt-
Ion of same.
Very truly yours,,
GY-O. D. PRATT, Oow'iiasioiwr,
Division Engnsr,3
A~ VT
MIDDLE DIVISION
*STATE OF NEW YORK1919
SPECIFICATIONS FOR THE CONSTRUCTION OF A DAM, GATEHOUSE, RESERVOIR AND APPURTENANCES FOR THE MARCY
DIVISION OF THE UTICA STATE HOSPITAL AT MARCY,
NEW YORK
Chapter 238, Laws of 1917
Chapter 177, Laws of 1919, Part 3
GENERAL DESCRIPTION
The work to be done under these specifications and this contract shall consist in:(a) Building the dam and gate house complete with gates, crane, valves, pipe and appurte-
nances necessary to operate the same.(b) Clearing and grubbing the reservoir site.The drawings which accompany these specifications and which form a part thereof consist
of 6 sheets numbered I to 6 inclusive.
f GENERAL REQUIREMENTS
The speciFivntions anid the acconmpanying plis are part of the contract, and are intended to1require aii incliinh nil Nworli andl niateriad ncc *; or popier for the work contemplated. Work Plans and
shown on the plan- ind niot mientioined in the specifications or vice versa shall be done a~s though Specifica-1shown byv both. In case the Contractor considers that the specifications. and plans are not sufli- iofls(Jenflly clear or comnplete, hie shall rvqiii~itiori and the State Engitieer will provide such supplementaryplans and specificat ions as he may deemn necessary. In case of any discrepancy or ambiguity in
*thle plns, speciticatlions or malls, or bt ween thein, the matter must be immediately submittedU to the Statte Engineer who shall adjust the same. and his decisions in relation thereto shall be final
and concelusive.
'ie Srtate H i..pital Coymmni 'sion will aippoinit and direct an Imspector who shall see that the la4provisions oif the planns and spieiflicatiorts are fulfilled. The mneasuremients, inspections and estinat(- Inspection
diii g the pro gri 's of the wo rk shall lein, mde I,, teSat e Engineer or his duly authorized repre- and7. sent:iiv- heriafter referred in as "the Enginieer." The work shall be executed to the satis- Measure-*~ ~ faction (If Nit h the Enrgineer andf the l1picotIr and in conformity with their instructions and ini ments
.uvh ordel~r and11 sequenice as they shall approve or direct provided, however, that all the require-A4 1iiit of the ((hitract shall Ilc fulfilled. The Contractor shall furnish every needful facility to the
'*. Enigineer and Ins~pector for the inspwetion of all materials mind work under this contract and allmaterial which may be rejected byv themn shall at once be removed from tbe vicinity and replaced
';W by material of a4pproved quality.
The merition (if apparatus. articles, or ruateriaJZb- 1w nme, -ind such specific description of samec ill
a.- i ri -ft rred to licrtin. is inrtendeid to convey to the coint ractor's understanding the degree of excel- Specific-a-lenwc' required. Artik 1( ori tnate-ri-als %Nhieli Nvill conformn subst ad iallv to the standard of excellence, ton ofest :klililei andl furniii an article (If equivalent mjerit. strength1. durability and appearance to perform Patented
* the rvquireli funvioriusi (Icei.ned toi lbe eligilll for offer. The State Engineer shall be the sole Artilesjillige of the q1:11itic:ilions (of the offerings- and will determnine all questions regarding the conform-ante of any offer with the specificaitions.
IThe State Engier will upon request furnish the Contractor with not more than six complete 2
sets of blueprints of t he contract drawing free of charge. Additional sets may be obtained front the BlueprintsState Engineer uplon payment of 15 cents per sheeTt.
All rubbish, refuse, unused materials, temporary buildings and tools shall be removed from the 3site upon completion of the work. All ditches, pits'and other excavations made by the Contractor Cleaning
*for his own con-,enience in pirosecuiting the work shall be filled up, and all embartkiientV% temporary up Site
spioil lianks arnd similar delposits ,irall he removed prior to the completion of the contract and in- such a manner awll to such an extent as the Engineer and Inspector may direct. This work shall
be done at the C'ontract or's expense.
tThe Contract or hereby assumes all ri-ks and liabilities for accidents or damages that may accrue 4
to persons or property or to the work included in this contract during its prosecution. The work Liability
herein contracted for, so far as may be required, shall be0 conducted so as to facilitate and not to forincijinniiode the prosecution of contracts for work which may adjoin this contract. Public or private Accidentsroadways, shall not be obstructed byv excavation or otherwise, except when approved in writing by
*the Engineer and Inspector.
The successfil bidider sh:n11 saify t he State Hospital Commission before the contract is awardedI 5to him,. that he Ira.', or will jrnptyprovideI suitable and proper moon, and all tools and machinery plantnecessary for each of the different kinds of work.
LI-
7 The Contractor shall give his constalit personal at tintion too the( work while it i" iii pri grv-~ or lic
Contractor's ,hall plaice it in charge of a coiii wt cit andl stvandy foreri in iwh o :hall l a ica iilhoil to :wac fi, Irrli,Force Contrattor, andi who shall lie acelitahh' to tihe State Eiigitu'r idI, tlw( State llo~iit ii ('.rreii--h in
- ~Tin'('(itt tract r shall tit id) t imt' eM10V: iliivasoflienV nnIi t111len of w irknien for lte ; nijw it-n i a~*of the several works and lie sh all inc sVCt c thle saIt i to fuill coinplV in IiO ~ il lit liTllI4 r an rii
stipulated ai id speci fit 'd .Ali% overseer or- workimart wlin the i En ginreer or Iispect ir nra t tooi -i
inicomipetent or unfit for (lttvshall lie at oince iisilarged. 'll( work under tli& colt! rct *li~ill biperfo rtmedi by thew Corn ract or anitd 1 i wirkaicn utndhr his HO init-i l 1i so pl ri r tcnohidee anitl nt I 1,a -U4-colltractor except Wvith the previous consent in) writig of the(, Sl ate Enginee'r.
S ~~Thc Conit ractoIr n itst salii~f hi! iivlf riiari rg ciin lit iinrigi ivernii)L :1illthe work! too 14. :1i -
Investigation to it, t ire and extent alid thet IAliir and niaterials needted, it iteing urII&Irstood that:. %lil, tLiOf quantities4 exhibited harve ltwen I in pare with Icare, th1e Coot raet or assil ries all rces jil i ility v tn
Conditions inust satisfy himiself as to their aicuracyv.
9 When it appears fromnth niwonthlly P~t imat Cs of lte Eniginieer or ot herwise- that tii t ,il o-,Excess Work of th1ei work willI exeedi thle amonnt oti gillr i n hoiwni oil tIn' h bidin g slici't, thle 'State los pit ii ( "I II-
niisior inayr expressly enjoin th li'(ontrmet or front proiciirg witb tile excess work anid rriiv (:iu~iit to be perfoi red under a special ari cineri withI sticl (Contracet or at till- sari c or :t :i le s no,!than (0111aireic in the( original co(ntrac't. or thle State Hospital Comimnission miay lIv cottrailct woiothe(r parties or by its own forces calls(, such excess woirk toi he comtpleteid. The ('extrzieNor sAlllnot lie paid l n.t addlit ional price for work done uniier any itemi of the 'onitract because tIt(e quatoittY(if work performied under such1 iteni is iss, than the quantity shown oil the biddIing sheet eibitedat the letting of the contract.
9a Ordetirng and preparing runt cnn1 niust begin withlinr tenl days after signing Ihe cotract anidCommence- actural ierat iorn, onl lie site ist I iegir pronipt lv when required ivy thle St ate Engineer. lThe Con-
ment of Work tracttir shall notify the State, Engineer one wevek in aillVnt Of actual Operaitionis.
9b Tire whle work shall hoe comipleteid within 12 tnortits after the dlate of this contract.Completion
of Work
9c If i tule judgmiiert of the( Stilate Engineer the work is rot bieing prorgressevd itr a riatner lintCompletion will insurre the ('(itti plc ion ii t iii spte cifited hc period (or is not be ing ioerforrne I :i ii (t'l i rig to it,of Work by teriiis, ht' miay at any,. ti nil, suspenld oi- s-top tire woirk and I t Ia State H ospit ii(Nti lii5i( itl In tii ycot ii-
the State pletv the sane either withI its own fories, or by retct ttiig lie work remtainirng tol lie done and~ ini suchH ospital ('CIUM1' attY excess in thle co(st of ('onpetiflg the( contract hivorrd the prices for which tii(i -Sante Was
Commission originally bw ardcd( shall be charged to and paid by the Contractor.
Rod The final acceptance of the( work contracted for shall lie jointly 'vested iii tile State EtigineerFinal and~ Srvrevor and the State Hospital Coriimrission. WhIeni the Contractor considlers that he ha";
Acceptance furll%- contil1ieei his work hie shall report tue fact in wit ing to t ie( Divisioni Engineer, whiose dotNof Work it shiall liw to Iproriptlv-, inspect the work atnd report iris coticlusions tot tiile State' Etigineer tril Sil-
veyor. When tile Stlate Engineer anti lte State Hospital C'ommrission shall conclude th linthe terrisof t he ('tn~it hiave been fully coniplied iili, a writ tenr trotificat ion of Rcceptnlite will lie, issueid
toite ( initrat tor. Unft il stuchI not ifiean t10 is isstiuvd an tlun t il a setlemcii ent of I he final aoiniais is1: it'c. fl ic Conlt ract or shall mcininiii fulk. liond ni v all the' 'onrdit ions of tie( contract.
it' ~ ~ ~ T ~i%las pri viIt, t h:it ito Ial Isrer, workitat ior irreil aic in t he eiploy (if thle (Corntracto iir (i f8-hour an ,- suth-e.-Tit rnicit',. ort any% other jiers-ot doing ftr cotitrtctinig tii doti( he u-l on art pail (if tliLabor Work cititi'iiilttd I, Ohil- chtrtriact 0ka~ll lie perrtiitt't or required to wvork inert' than eight hiotirs
ill atny one' calikla IN. ii-dayt l'it it (-alsp (of ext raordiniary einengenrcy caused by fire, flood or dairger2-i
Ir
to life or property. The l:aws further provide that eachi such laborer. workmian or mechanic employedby such ( *out rac -tor, suil~vortractir or other penson on, about or uponl such work shall receive notle s 111:11 the prt'Viiliiig r;! e of wago-s fir a dt 'y's work in the same tradp or occupation in the localitywit Inhi 11,State "here such lalKir is performed. It is further provided that such contract tshall bevoid andi of no0 effect ilesthe pe-rson or corporation making or performing the same shall complywith the provisions of the Labor Law.'' EA IN
Prepirnuory to lbegjnnjnig conistruct ion the site of the proposed work shall be cleared. IThe itew of clearinig shall include the renjoval or destructin, as required by the Engineer, of Definition
all trees, l'ti~hes. I inlhers, and decayedl or growi'ig organic mait er above the surface of the groundwithin aline 25 feet horizontally *(vutsidle the fut ure edge (i.e. after completion of the necessary grulI-biiig) of the reservoir water surface -when level with the crest of the dam (i.e. El. 585.0); and alsouponi the site of proposed structures anid such other adjacent areas as may be directed byI he Engineer.
All fences, within the area of the work are to be removed and disposed of by the Contractor. 12Thty material therein shall become his property and the cost of its removal shall be included in the Fences to becontract price for clearing. Removed
Clearing will be paid for at the contract price therefor. 13Payment
(;RVBBINGGrubbing will be required over the reservoir baksin inside a line 10 feel horizontally outside the 14
future edge tie, after the completion of the necessary grulbing) oif the reservoir water surface when Definitionlevel With the Crest of thle danm (i.e. El. 51S5.0)l, andl where shown on the plans, and s;hall includethe remioval of #rganic matter beow the surfaice of the ground, and its disposal outside the areadraining into ItI reservoir as directeid by the Engineer.
G;rubbing will be paid for as excavation Ity measurement of the quantity removed as determined 10fromi c.ross-sect ions. If the excavated space has to be refilled with lining, puddle or other special Paymentmaterial, payment therefor will be made at the contract price for said special material.
COFFER-DAIMS, PUM-VPING, BAILING AND DRAININGSiiitalie coffer-datus shall he built where needed so that the masoniry work may be done in 1
the dry. General('offer-darns, pumping, hailing and draining shall include the furnishing, construction, mainte-
nan)ce and removal of coffer-dams , and similar work wherever such may be required to enable theconstruction to be carried out in a proper and tatisfactory manner; the excavation, maintenance.andl, when so directed by the Engineer, the refilling of all ditches: the furnishing and operationof purojis and appliances: and the providing of all mnaterial, labor. etc., required to prevent inter-ference with the work 1)'y water, ice or snow, irrespective of any depth to which the excavationrno 'v lii ordered to be' carried. Sp~ecial care shall N. taken to thoroughly drain the foundationsof all si ruictures.
Piman~ge of an~y kind resulting from figulty construct ion of a coffer-dani, from failure to keepit (offi'r-dai in gooil coniion, or from inm~ufficient pumping facilities or similar lack of properconduct iof the work shall be' mile good by the Coractor at his expenlse. When a coffer-darnis no liier rquiredl.it shall lxrutie ne~ohr~iepritdby the Engineer and the materialdisposed of in thle sp~oil bank or b-anks shown oni the plans or permitted for use by the Engineer.
I 6L ( offvir-tianl, Jtuiiili.. h:ttlmv :taol diraining will Itc paid for at tlt coitllt u jriv' tlit rl f-,
Payment Pavzinitt in tlt, otolit liv t'~tiinkit- will 1w 1xegun for tIl( item of l'(tfhr-d:.iliuttiintglttanti diilliig aftcr conceretinig 11:o (ointtiti't' and t he protport ion jail Ollall trit'm iti ;;miatel 'v to the total percent agl, of tlt- i srliaiirnt work done within a (offier-dlat. le ille ~ten per cent retained.
EXCAVATION
Excavation shal~l ('Iltsi- of thei,> liii iu !oti i jug. ir:tn~srting and depot Jing (if all Iil,! 1Definition witether weti or dry, (if cx try natit' ;ilntiii .r- iwt*' ar v to litt ri-inoyt~l, for tl;.' pit itl -c f '
ditches, Itit, for' strucitirl-, fo'r ll t~tiitii" iwtaeri:il friini borrtou pit , or for :inx itt -r piils-
sarx,' 10t VoiitpItte 14 I tk unit r ci' itrat i .~p :Lt*tt1 ntttetd in jt:irtpaptt~h tI Ifti
.I lltl in tii' T rlt ( tai'l u 111ft 11t:111!-1 l.pl:!(, \lt I Il- whoili it)ik rt r-e et tt I t, IDisosa o niitrittllid! !Rotlll dp1, II th plt~fk wit itti i -iet) nIm l ndr left i h tit't .:is!fa11.1,r1
shown a'ijw n 1arl a oihlt o t-iI p ll:Istrli a o, k alilt- po the dini lt'''av- i .I htrit Ii ItNo wtliv he tate foree u:m-of age ol ,ik thll 1'em rat't-t . lIlizI tl-
21 ~ ~ ~ il E ltaation ohlf e ae(tl' tpo suhilt - anti ades as~cv arc di'ownt en ho. rn li.a '
Lines and iriiftir specified, or as nmay It fi\'edt) inaecordm]nco With tlt(- planls anti sjtetifit:t itI', fr'!tz il-Grades to tine. In thel( Engineeir. Vthile striltturt's occuir, the( lintes and grade,~ slilowi tlt thilt~ lns-I1
lie Ic CIidon d :is approxilnat o onIl ai Ill ex . will Iw fi xed in writing I tY the Si :tt'vE 1--ileer ai reuiitanes require, to give at satisfactmtrY structure. No strueturt' shall I] itniitt'l Nxx alt atthte Engineer's apptrovxal. If. dtiringe I'ogos ofteecvto o i~ trttr,(r Ptrott(
work. it ap~pears thant tile sit its will t'aV~ yeorit' I' in a Mnan ner t hat will neee-Psiln a t :l Ti'1 W ttIT I-side (of the( limnits shown (ill tie( plans, the( Engineer may' direct that thle extavat ioll h o st111tlusuch tunie as thet C ontra(ctoi' is ready to put in thle foundation or a part oif thle found~t ion otfO,tructutre, and( that the( titial be ex av (l to ad(' in such length,, on ly as (-:,i t i 11 xi i !, t-
pieteti antd built ill) to thte cariing line. All inattrial. the renmoval of which is lilt(oi-i1il lI'1t Ii"I(*(,li ra('t or's negligence or del-aN in prosecutloll of work , -,hall be remlovedi in, di (111tl (if :it Ill-ox puilse. Slit ie,. rain or sec pa go ahCaves, etc. no t duo 10o the ( ouit r., toil.'- ncli g' itic o' r t .Nill pr'osecution~ (If the %lorIk. ot'Ciirring at any time prior to tile comnpletion of t'e ctict. shall I.re'movedl by Ih(' C'ont ractoi'. if so directed byv the Enigineer. The removal aid dinluing (tf tilt,Imaterial will lx' paid for at the contract price for excavation. All finihedi surfajce,. shall confot inclose'ly to1 th lie s fixed and( shaill bte dressed t rue and smooth.
If it aplpears during iel progress of thle work that flatter slpsthaii tho~c slijowii on the dram; -ing for- the ,itdes of excavations will be' advisable, the( State Engineer may direct iii writ illt t1:thet itiat trial bito extavated it) ali amount suffi'i('lt t)t sec'urie st abilityV.
21n \\ hert- leaks oIr Fspri itg art' founid whii'h in t he opinion (If t lie Enginee'r miiigilt a floet (h it 5afet vLeaks and of an11 of the pernianent wiork-, lc mnay direct special proiion~s to(1 1 t kvin. such1 as grlt ii. illoogltISprings pipes'. fitt'. Grout io i iso 1 shall e onsist. of pure on ent. andi uill 1)tti paidI for as sect nd-('lass (1icrtov.
u n~l whert 'ix jrtit 'a1 d all mat eiial alitl all laboIs r used in closinig or de leet iig such leaks anld spring,will bi, paitd for at tit contract prices for excavation.
Il
1%I,. rcdr:iiyi , olii lvlw, or nit ira1 wattircoorsi'- ititercct tOle excav'ationi, or the li'a;tioln for 211-IN rrf i I 11iil oil I :i l uh> sI i 1:-itl Jirt i-iiyiisl lI lie iiil li 1 )'v tilt-Cottractor for njjiittalnIjing Drainagefor tI 1 1 1-1t..I N tiMc. 1 1:. il Ii I It.rf,,r sliall IN. IncludIed il tOw provisionrs for ('.dTer-damri. piii.lig
:0' draiintg 1 6:r~ and i I i tlie'v 'cifitatl is auliI all injury, washi or cro-ioii, result -.. f . ~ i*guiofpc t :u- rrm ii inl Rn t sh I I-c rein edued Iv the Cont racto( r wit hout cost to the
MI:ieri-l to Ie- Ii-nor sal il i~e taii from haorrow pits sho'wni upon the plazn' or ilt'ignlted '22b%. tii. Evineeisr lin ti hltn,ti'>t available Ioc:itiin and), if stiflicuitit suitable ni.terial j, not foond Borrow Pitsil t. , it 11il INe takui ro ill, z ...r - avilicltaioli-etl )' Ntilt Ygineer. Thet nit'ril
ul p i thel I'ol,(X-'~ wf. il ofrale is sall .direc d, wiervr necessard tll
a >ofhi. I to dpth to aerat the (lualitY o f thle uli l vli ng material. Test PitsThvec teNt pits; or h~swill IN, paid for as excavationl.
N'4 cxjpliiivcs shall lbe us(,(l in excavating for the dan (ir any of its appurtenances. 2ExplosivesNot to be
Used
The volumtiie of al! excava te 1m1t10 ri: d fir whic lhe Con tract or will be paid shall be that 0cc 0- 21pI hY it betfore it., removali\i ; thle iiiax iii iii!i limiiits of suchi volutme shall not excee~d t hose definedl Paymenttr-1 Hte 3 la or fixed biy the Eiigine(r, as speccified in) paragraph 21. The volume shall ble deter-
n a . I hv tI ek UITI i1CIits taken before and after it., remloval.lvaX-:tioIi will Ie, paid for oldlv once (. All coist of reirndling material must 1K, included in
li. t act1m. price for tile original cxc-lvatitirl.* ~ Tli ix(%'aaiiin oif mnaterial fromi withiin the excavation linies, used for backing or filling coffer-
daitt- fo r teiillir.r ziihianlktlel. andi simiLtr lplrposez, oir placed ill temporary spoil banks.art i 'rdl.oqijt [It remoiival lv th( Conitractor will he iiece-arY in order fto comnplY withl the(
* l~~~> :,:]I II lt of the lila1ns aud l J iccatilta il~~il i lot be pamid for unitil such iii atierial li aslot1.1. andl di~pised. of iii art-irintii with the termis of the contract.An-, cv:. Xa it 1 e w or Ie, \otltI te it iesv shiown onl the p1 a os, whichl mat- be required liv' the
%%a i IfllIt Iv pid for at thll vo(tratt price for exca vat ion, wlui cl price shall also intclude I1:I. 1f" dispiio. i of the mnat erial ill tIilt, spoil banks.
f itfo excavation will be madle in the monthly e~st imates accordling to thle part iculairc..t I of 1t-e m at enial act na Ilv excav~ate1d andI the valute of Ihe w~ork donie in effecting such i (xe ;-
%\iut-li value will lie de'termnined by th En' iginieer, wNhlo will establitlu unit rates for tile reilovalti 4,* rt hi. (etc.. thle saliie to Ie. ili alioimt such-l that the to t al cost (if the item of excavation on
1. -ip ijon of tilt coot ract slI not exceed Ih co(tnt ract price for this it em of work. Thlt balance,;111%i ot the item, or- conltrt 3iiicv for excavitin will be itiltd in thle finll estimate andi paid ifav %%,,ii lhe conltraict is comprletedI according to its termis, but not otherwise.
EM\BANK.\IENT AND BACKIFl LI'I t, imat eria l use(] in endii'inkinetut or liaichfil I shall lIN sat isfa torv' to tble F ngi teer and oif 29k
* t j S I'ift Ii; i will linIt uproj ir i ani pulat iti cot l :t it to a si d , im~pervious andI pert iiaII Materials*.'r t,,'1Kimiiit. It Shall1 be free.( froiti pcrislialiltiaterial turd from othe-r material liable to Ilcoii
Ull t -i'l wlt* i sutlirat ed with wi~ate(r aft ci hav~ing hetin com pact ed. All stolnes1 Of 'mull size a'
malerial 1llowe tli14.,I olcte'' iL
No~e fr'iev it utr .1 shll t ' Ill ,I c i- wt ( i f elt'trktc rt. Lld [p, 111:0, l:fl
in entlc ikul c nlt or bac-kfill ....... I;~cc 'I, t~ I 11.0i :11(e treozt11.
201) NVlcieier lli-iriali ( i ,cc-10 1~ f . . tz 'icgI!j vih lckitici'0 (-r l:ctI i
M ateriAl, t Ihc l %to lir -,1~ t'' 1\:,!ct 1, 11 I' ;c11:11f Itn ItL:*ielt:LI m' le i-c fcr cc i
'Where thc cithikiicii (- ll:icktiIi f)Obtainable If Ii,- ( Ct nrail cr :c'c* -h 2IItL- ifcc fc-llt clciA i
ti ce'11li-tvl Ilw w~rk :c 'i' I'ie 1~,( ,c.t.1ltLctc l:l ~ tr~-~lht
t tle 1 'i4:cc . ~'t~NViIclt .1 tt, c icicit -L IIIII ' 0'1 1: 'ti'cit' f i -lcii c et lcc ic ao
Cixv:V:ltte cl.
Backfill tures, or evetr J iev. : ternI-,(l il
iv~ckfi'l rIta1 lee' free'. fl' ,, htc'eIi~itl fi-701 it iyteri:il oer fri'ct i h'r 11,, c''julIi!
to h'4ccllc .tt'~ti v lee-it s:e ('iljii 4?'.Ba't l IN. pe'he~v'l oitl~ kid t~l
froz.CL
Ali of ike provc' iImjs (,i Vi'ragrajit 291), " lltweri:.- IIhlerevhttttlI'rti apl[6,
lK dpccti e'Imyb !1\1 :Il liea that will givui sati-factt'ry re'~tlts,, andt i-t~l. reu .
a.\ ll. t for haukillis- kkdil it cntract prievforCX~ eeivat-cl.
30ta teitcn- dirit. ditclw''- 11 o a >: it:i ttcr courses iite'I~t emtlbankittt'ltl. h:tc'Ktj-., il t It ,
Drainage o-1fil tll11ipt io bemd tthfl'
I herefcc 11:1,11 IWI iltl( ' cl01 t llo\'' l for cvctler-,A!It!' PupIttin~g, 1ctililig ;t' il,) l t1'. 1
It; atnd Iluia cIf I It(-" ('it. tit all intjury. wat-l: or eros-iont, i-csuiitg I, kil, lL (L!. cfiir
arracpziIht.lti uta LI ent' leV tlt(- (Cttractor k~i'c'tiut cos-t to 1t10 M~i':~ljt;Iir kit'cil.
All cis (If 014.lt l ~ sillI 03i for at, lilt, connw. e rec viextlt I ee li, c
liuPrece-dinig senltenIces a ik jeIt, Where Ine(ss~r.1 it, thtose clu-of thet(' oltlra(*g'ly-t c
alit ions.
301 Ili cn.-' the conliit iolit nat ural soil is judgc.. .,, require, for thee, safetv ~of :tnv cii ukl :l-
Cut-off nelt cut-off trentches of ( kilt or dimenstions ll Ithan shown ocit the 111ln, slic I 111'Itc-lt.'I 'r~renches Shlttl li ex'caN(lvateId and L 'i cIWit h sat isfact ory I:>Clt.TultitIet5ai' ttlt c t
such trentehes shaill bW a's it -nitd by the Enginv,:. All cosct of the Ircli-vilt- alit I ct-ktillmtt
shall he p~ate] for at the comr- 'dti'9 'onlt ract pricv exc'avtiton, sIthjcct , WIWIre ttocs~r e
those clausv.s of the coift raci r- -riling alterattions.
31 Ad) surfatces of eIitlelk :1li1d bit kfill shall N~ -Ught Io lite' prc'-iril'e'c il- t:m,]l~l
Finishing, and firtisltd lit a twat UIILI Y-uiitikv mtanner ,itc e- ' i tii vcilt i il l i lk.- e'ctti , I.c
Soiling and of the contract. All stich i n~lot te'ctecl iN -1,11r1p Orl 00C1 Sha t 1iAL vc'iertltti
Seeding ilmcvrec to it thickltC5- o'f f,,, '1ti will, tit(' lcC-'t kkc .. ,H Kuhlesd. "oi:I'c 1 "i-Liilt l itcL
taken front lte excavation 4 . rcclV% pits wherv su-ch :.- i'e'ti. upoccn winvtti, will I,, aut~ l t vc.1
lIe
tn, suitahle' gra-, setud, If p, I led by th Ile (Centract,, Ntlg 119 sil or turf fioar iiec'tc- Ithick, 1ct'cI-
erl piie : il oin ont will b!ic av(e pt e I in li of tip silintg anrt '1 i n . The soil in a% prefe rablyi1w plaved :is Ihv wnok jlio~gres'o, il will he incitih as part of it. There shall not lit, le~- tli:iltwi "Indi oih -hil f li ppla cs of irNt cl:(s, sevdi tip lilt-p p-rc of surface. and thle seedi shall IN- iixe vt lv
a rejpuit ahli svvdti han (if Nc Yor Sti~I~Nate, of such gras'ses and in such proportionPs as -will 3 roti ei :icompact, deeri-rool ed, lasting tunrf. Gupllies anil washes shall he reseeded and returifed as directeil.
Pavinit for this soiling an I seeding will is included ill the Con7tract price for excaivat ion.
SAWED lUMBERI
All Ipunbepr shall lie sounpd. wcl loianlufacit red. full to -sizt- andi Saw Ilottedl, an ll- lil Ill. fret lifriii dteficts tending to im npair stirengthI :,ilt iiralilj ' v Quality
The kjii us of Iuibi cr shall lie as iiri ore I &is own onl thle planls.
IDiriprisippo ltiiplpr shapll lie (of a1 Seli'-ripI grade,.Sil, .ject to aI clo-v sriil izi~joictii i i" Nonip1- 1:her 4I lne (oipipi ( ;ratlp ihe pt-ficttwopi for wlUch are I- foilows: Toi lw (Plit fromn Kod. !oiyid Douglas FirIi ye. clii'v- gra~neil yellow or red fir-: to lbe frvc fromi %%ai od i ges. (tt Irue to si zts ordered. free froinliplit>, shaikes andl other divfvc; , vxiept 1 itch soa111 5 foiur toi 'ix nub'lis inl lerigi i atit sounll'lk iii t: not nu( ire t I an t wo Inicp in dialict er. and shall no t show a sapl angle oin mo i re than one ti vIge(of the stick.
All Nollow pine shiall 1w oif the long leaf varict.N and the insrolction shiall lhe "Stanidard.'' 401i\Jirtcholtalile "or "Primte ' a., definped i) thle "lnter-~tte Rules for 1905 "for the elaszifiea- Yellow Pine
in panil i i~i~et ii n (if yello w pine, lurn1 er.
All white and Niirway 1111w lumbewr shall be of a quialityv aeceptalile under the grade (if "No. 1 0Joist S. S~ant ling anl Tinbe "ic as desc-rilied ili the RuMlkes for the ( rading of Pine antd Hletdock White PineLUipi ir " 'adopted liy the( Nort hern Pine Manufapcturners' Association. April 15, MK16. Norway Pine
All sp rupit, d pewr sha: ll lie of a quialit y acepltabIlpe tunder the grade of "No. I Dimlensionps," 40,IL 11'~~P tlefi liii in thle II le'l fir thci (oradi ng of 1Pine and i H em lock Lumnber "' adopted by the No(rt hemn Spruce
P'ine Manuifactuirers' Associaitioin, April 15, i9(tt. Lumber
All ioak aind other hardwood lumber shiall bel oif a qualityN aceept able unider the grade of 40etl'rt~ *Sevp nd " or "NoP. I I. onirppo " its defined in "Rule., for the Measurempent and Oak and
I IP*l3ctipin of H aritoodi Lumnbepr " issued biy thle National Hardwood Lumber As.,ociat lol. toi other Hard-take efi it Aiigtiit 1. P4,118. woods
P a ivi ii fo r sapwvd h iniilir w~ill loe inld -tp in the contract prices of t he it ems iii whichp it 41is wilw(i pirices sh Iaif iill~Ud (11 ieCO St (if ftp lis hing id Jdhieing all 17e0al faSt eling's tinles-s Paymentutlier-lWiMe SlP'Citlel.
if WRTOUGHT MRON PIPE RAILING
W~roughit iron p~ilx- railing. (if st anidard quality wrouight iron pilv with malleable iron railing 69afit ioig- mnid nhreailep coinniect ions, shall bet cipnpsiruit ed atnd sectured as shown on t he lplanis. Wrought
All Ilie parts thereof shall he, painted as six-iliiil under "Painting." Iron Pipe1'i:i *vn ii lit ft r wro ught iron pipie railing will Ie, tid e biy t he linear foot of corniplit-t railing in Railing
rplaiP ihicllii i g pill piist 'Ind set ti ig'. Mcav~i irven pit will liw mat Ic fromt end to end of the comt ~iedrailing.
'ay inrit for remop e.1lil wrought iriin ch:i in rail inrg arounid wells, gate recesse, anl I li Iiltropen'ling will Ix- miaIt at tlilt cont ract price petr lip i-ar foot for W~roughut Iron Pil) it Rilitig Itild Shalliidtldilt-h fiirnisliig and setting of all sockets., sniaps, etc.
C'EMENT
GENERAL CONDITIONs
701 All (PIUCnt shall be subljecit to rigid inspect ion and to prescribed tests made at the cenien!Inspection testing lbo ratories of the State Engineer.
71 All cement used in the work shall lKe true Portland cemeont, of well known brands whichi hi:iveRequire- betvn in sueces;sful use oin large engineering works, iii Aiiwrica for not less thani 2 years, aol1- Which
ments, etc. are manufactured at works which have bPen inl succe-sful operation for at lea.st 1 year.
72 Ceinutt barrels shall contain three hundred andl seventy-six pounds of cement. Each -ackWeight of cement shall conttun niinety-four pounds net.
73 Provision., shaqll be made by tile ( ontralor for storing conment in a dry place and delivervStoring shall not be miade unlt the Statte Engilneer hias been iii it ii'( to inispect ill eenlient ali(l to t:k
samples, for which all facilities ,;hall be offered by the Cont ract or. The Contract or shall rhait his own cost any cement wh-:ich may Lie daitiaged while storedl.
74 Sanmples will he taken fly the iElginifer, at once on deliver%,, from at least (very. tenithI barrelSamples or froni the eqJuivalent of th'e tent), bn:irl whetn patkedl iiisaks and will b e nun d .en (I COttlcC ii-
tlively throughouint the pr( gre~.s of thle woirk; e~i cl snniml d will Is- s ib wit to fill a ft-fi-i li cubi cabox, and each Jot of samples will lbe f irwairiled by express to Albany for separate tests.
Not more than two hundlredi barrels, shall be: covered by one set of tests.
74a When desired b y the (Cotntraictor, veii('lt will he amldat the "nient mill by % the( Ce iitSamples Inspe~ ct or representing the State F riginvoir. Sal ii Ies will lie t aken from t hev conveyor or bin in s ui ITaken a twi1nner a., to ob tai n ai san m il for ea iclil I barrels or fract (,i' t hereof of cemenit. Eachs~ li))
at Cement will be kept separate and all will I%- sent to the eiimenl te~t iing laboratory ait Ulbni. 'fi h toiminl tent s, tests and methods of procedure wvill lie thle sailo ais desribed in Articles 75~ to S5 iniie x.
No cement shiall bl s' fltbovedl fron i t :myvhlli conitaiinrg tested cemtent uit it(ereut of thcitests have beenl received. If the Samples have failed to pas;s the required tests,. the cemeont shilnot be- used ont any state contract, If the cefliemt is acepe)tedl all shipment s will be 1tn-kle un1der tledirectioni of the Cement Inspector and only N while he i;s preiernt. The bint sh.ill at all tiin' b.-locked and sealed and not opened until the Ceilent Ins;pector shall so direct.
75 The tests will be: 1st, for fineness; 2d, for constancy of volumle: 3d. for time of initial setTests 4th, for tensile strength; 5th for composition, by chemiical tests; thi for specific gra~ity.
76 The average result of the separate saniples ,hall be the test for tensile strength of anv lit.Results Thle samiples of each lot shall he required to show uniform results in tests. 'Marked d(*-atiin
front such results may be considered cause for rejection, even through test reqiremeints max- lieotherwisze fulfilled.
The result-, of the tests may be exlectel in twelve days after shiipmeilnt of smlsCement9 not satisfa~ctory, to the State Entrinicer in the seven-day tests, will Inc held awaiting
the result of the twenty-eight day tests before acceptance or rejection.
77 Any cement which has been, rejecte'd h'v this olepartnient , because of failure to st and the( requireidRejected tests, shall Ie! iimiediate-lY removed at th be (xpeste of the Contractor.Cement The acceptance or rejection will be baseil on the following requirements:
PORTLAND CEMENT
Portland cement is the product obtained by finely pulverizing clinker produced by calcining 78to incipient fusion an intimate and properly proportioned mixture of argillaceous and calcareou- Definitionmaterials with no additions subsequent to calcination excepting water and calcined or uncalciiavdgypwum.
1. CHEMICAL PROPERTIES
The following limits shall not be exceeded: 79it' Loss on ignition, per cent ..................................................... 4.00 Chem ic .l
Insoluble residue, per cent ................................................... 0. S5 LimitsSulfuric anhydride (SO,), per cent ............................................. 2 00M agnesia (M gO), per cent ................................................... 5 (
II. PHYSICAL PROPERTIES
The specific gravity of cement shall be not less than 3.10 (3.07 for white Portland cement'. SA1,. Shoudd the test of cement as received fall below this rquirement a second test may be made upon Specific
an ignited sample. The specific gravity test wiU not be made unless specifically ordered. Gravity
The residue on a standard No. 200 sieve shall not exceed 22 per cent by weight. StFineness
A pat of neat cement shall remain firm and hard, and show no signs of distortion, cracking. S2checking, or disintegration in the steam test for soundness. Soundness
The cement shall not develop initial set in less than 45 minutes when the Vicat needle is used 8or 60 minutes when the Gillmore needle is used. Final set shall be attained within 10 hourN. Time of
Setting
The average tensile strength in pounds per square inch of not less than three standard motar S4,:i,,- Iriquettes composed of one part cement and three parts standard sand, by weight, shall be equal Tensile. to or higher than the following: Strength
I1 Age at test, Tensile strength,days Storage of briquettes lb. per sq. in
: 7 day in moist air, 6 days in water .................. 20028 1 day in moist air, 27 days in water...." 300
v lotThe average tensile strength of standard mortar at 28 days shall be higher than the strength
he, at 7 days.
The sand used in the tests shall be standard Ottawa sand and shall pass a sieve of 400 meshes 5:1ing per square inch and shall stop on a sieve of 900 meshes per square inch. Sand for
Tests
jire.,l CONCRETE
Concrete, of the cla-ss specified, shall be used in such places, of such forms, and of such dimensions 93as may be shown on the plans. Application
A.'~
(4 ~ ~ 'Whentit( h onition~is mtake it dlesirabile to tinibi'! stvel or iron ii councrctc. it h l IIEmbedded as shtowin (pit het( pliais or as~ di reced bY] t he En-inrier.
Steel or IronSeccciic-clawss eoonerete shall lie ni:tdc of cfltc' part of lPort~trt1 venrtt' (t :11 oilcp -11,,f JIc
96 clean sand and five pa.rts of (rushedl stone or gravel all rnat~1in loI t . ilk,Second-class
Concrete
9S Stotne for concrete shall he of arit appr-ve I kinI anl (i dltY orf roik :ti I -It t h fr iCrushed Liing crtisltetl fron soijl, niciic or tltt Soft stono sha~ll not bec uti'l iii miakitui o ii I
Stone stone for si-tind-ela. ((cituieti' shtall IN- of harl, drrrabli tice ,iti ;vir ~:t-t t o icc , , .c :c,inenits that will Itibs Ithrouglt a two antd (Pic-letlf itil Circulatr litle. anid thtut %k ill 1'.. -- '
a (cvitgh th i ich eirc'ula r hle~.
99Befoire Icegiitii eturiitrtoioi, ielt nint-t-tr itt local elcirge sli-il clctcroe Ih %,,Voids crushed stone or gravel wNhich i, to fori Owh :igtivigate of thte cocreti.
The iltitoitt (if mtortar whlichl is to fori tilt, rtwitrix of thicoerrt'o tit- I- %,if niecessar v, iii order that it shall exeed t he utitlirc vtiiis (if the- trItl i- ,c"' 0, 1. ',.bY 2tt per cent. Tlluz aittiilt sha~ll lit, used uint il a eltargc i ll he larair l. threquire a ,light variatitont in tile aniour of inot r.
ilt, tellie it shll 1be nteasuctrd 1) *v th bu ltlk ocoie)td when poured out of It- ic i k'-;. Nartificial increasing of the bulk will lit, allowedl.
100 All sand sha~ll lie conirposed (of trmiuq varying rit size froin fillt, to vo Ir,- ii c', c !Sand of a1) nc itn size: it shall lbe clean. shairp, ai shaill it,, sct-e ue i tt I it Li?' - if ' f It
SatIldwhich couttits. riot ritoix' thanl 5 Perctent of its, votlkuruc of silt or lo:cni1 ri' I. 'kprovided that the silt and loanui are finrv divided and that ti,,* tot1 al rifortict if -11t 'l1aggregate of sand1 and itravel or s:iiicl ari broken sthone dot, nit (ecl 1i yr c i-i if 4 I;,tllvc- Iinattri:ils whenr inixed togcthlir in tile proliortioris to it is n-e for th ir . tc I cc('olitatut not inore thantr 10 pet venrt tof its v'oluine of gravel nieed niot lt:ivuA t0l4' -,1 i Ialc'vided the aniotinit of broken stone or gravel for the concrete 1w retutcdb llc articutl' -cIW I -that cono inetl in the sand.
101 (ivel for svetird-clzi; (0 iiret e silI be cornposedi of liar I. d ira I l, stowrc :itt I It il 1,(1Gravel It shall hce in fratginertts, th-it will pasthrough a two an I onc-hat f itch ticiur l , It'd c I rI iti
ass c Pth rough a one-etighthI itch cite ul ar hole. CLy rdi i x 1wt i li v I it o;- :i i
shall he washed.
101-a All satndI gra vi' anti broke skitonce to he used in ctoncret e sh-Ill 1we first appro vi I 1,% fit,Samples Dnip tier, antd for thI is putrpoist saitt ples t herof 'shall Ill I te lect e I ini tilte prv c ( if Ic tI. I-,It~l
andi shall bei forwvarded by the Contrtactor, free' of charge, to thet office of the I hvl'-c ci Eltgc il. 1the dlivision itt which t ist. contract is located. An additional samtple of sand sliall he' ii ,1IY
forwarded to the testing laltoratorY in Albany.Atdd it ional :i0)1s cottaiinrg rnot less than one-cuiie foat e-tch, 0lit!! al". I11i. ctt a' il 11wt lc
presence of the Enigineter antd shall 1w: forwarded bY t It( Contract or, frete of chtarge'. I( tltc ofliof heI( Engineer ott tie( (ctn tract , art d all sandt, gratvel andi broken stone which fall hrIc limcw (ill ci l lit;"of thet approved Isarnj clv' shiall beit r(eject etd.
102 Machine rrtixiiiit w\Ill hit, rer-iirt'l in all caise- whei' the quocntity of conrete to 1- itdl it tci1c"Machine lovcaltt , meecl 1\t) hunrclru(itji vails. ( Irllv\ appirovedt ntiut'ltiite rteqiing lilt Ic\c' !'~c rtc1-:Mixing (if Ill-, Mitt"c'11t1rt oif tcht batchi of Sci 11i11'eti shall Ic1i~ . Mixirtit i411:tl cilriinl . 1it0tt v, I,\ 1.c'
of it'tiiliI" of stoneor i t'v' is vi'iiitilctt'l v iii:tild wittltt rtar. Noilt i 'itttd dIll!\t Ioil llt prjiorioll f the irigrechteit' of tit(oceed~l'ltl t1%tlilt- lvvkr
lNe treil, Il .11 ill icilct nIixitrg thet bat lii'- of coittret'e ,hall lx-' proirtiitiii'' to tilt.' iz. o itriti\cr tc piroduct, IlItt best re-tilts.-
h1and mixing shall be done upon proper platform,,, in a manner satisfactory to the Enlgineer, 103iidafter the materials are wet the work shall proceed rapidly until the concrete is in plaice, atnd i. Handthoroughly' rnatipulatel that water flushe- to the surface, and all the interstices betweent the Miring
stoe' are entirely tilled with mortar.
All mortar and concrete shall he used while fresh and before the initial set has begun. Any 1N"mortar or concrete in which thc initial set has begun shall be removed fromt the mixing boiards~ or Fresh Mortarreejtaele anid not used ill the work. No retempering of mortar or concrete will be allowed. and Concrete
f Tite quantity oif water to he used in making concrete will be de-termined by the Engineer. hut 10I L.~Z.in general a wet mixture ,hall be uw.ed as tendling to produce a uniform, dense and iniperviou eU on. Wet or Dr%Ige rete. Thel( ainiunt of water used( shall lie such that little or no free water ecollects onl thle surfice. Concrete
Concrete Upon Which coMnrte is to be deposited shall have the upper surface removed with pirk,or Chisels and -hall N. thoroughlY scrubbed with wire broomns and water fromn a hose under stifivioitpre'SsuLre to thoroughly remove all laitance. loose atid foreign material. This work shall be done
unnedit(3- efre (lepositing new concrete.
C cWhen req~uiredl by the Enigineer, concrete shall bie deposited in laesaveraging wit m ore 106i1Vthani six inches inl thic'kness before compacting. In order to bond the succes-sive uoursez. li- Depositing
zontad kevs running lengthwise of the wall, at leas-t twelve inches deep, of a total Width Of at hu.-t'K Noone-fourthi of the( width oif the joint, shall be ftrined at the top of the upper layer of each day's
work and at such other level,, as work is interrupted until the concrete has taken its initijl (,I.Whenever co ncret itng i., suspended on any section for more than one hour, all ediges which
* Will be expo1sed in the finished work shall be brougbt to a level and be struck off with a straiglit
edge and a trowle.ii, No concrete shall he slid dlownt a chute or thrown to the place where it is to be laid. except
by special permoission (of the Engineer.
*Ink any given layer the separate hatches, ,hall follow each other so closely that Pich one shvill 107lik' phred and vonipacteil before the preceding one had set, so that. there shall be no hite of se-)ura- Separate
I! lr ill t ion lxi ween the bat ches. BatchesAfter the concrete has begun to set, it shall not be walked upon in less than twelve hours.
I'lThe ohrenitimi oif compacting the concrete shall be conducted so as tro form a compact. densf , 10-Iiniliervious artifficial stonle whi1ch shall 4iowv a smooth face when the forms are remove]. Inel Compacting
weight of ranioers. if us-eil, shall he satisfactory to the Engineer.
Alin onolith, the concrete of which is found porous, has been plastered or is otherwiw~ diefoc- 109tive, Ala~ll be removed and replaced in whole or in part, as directed by the Engineer, and entirely Porous
4at the( Contractor's extense. Concrete
The C'ontractor s hall construct suitable forms, the cost of which shall be included in the con- 10itract price per cubic yard for the concrete, the interior shape and dimensions of which shvill h"' Formssuch that the( finished concrete shall be of the formn and dimensions shown on the planA. Lumb 'rfor lagging for faces shall be not less than two inches, in thickness before being dresei. (-xIi( ktwhere used for curved or special surfaces. Especial attention mntrt be paid to bracing, anl whecrethe, fornis appi-ar to lis insuffcientl *vbraced, or unsatisfactorily built, either before or daring vozii-
I, :it creting. the Engineer shall order work to be stoppedl until the defeetli have been correctedl to( hi;* .1 sat i-fat~iion. All forms shall he set and maintained true to the lines designated until t h' c i- nret
A ~ 1 mSufficient l harnulh. All forms shaill be satisfactory to the Engineer, and shall remt tin in) plicewrf::ces a f ii de necesvsar ' . The( interior surface-, of the forms, which come in cont iii withl
suracs o il(,cotertewhih ill)wexpse inti(-finished work, shall be of hInilwr oil'e.101,hot ii facei- :nnni hothI cilges and having watertight joints, and shall be so constructel a, to leaive
all such e,\posed surfaces, of the concrete with a smooth, even finish.
Ill No jit-ce (if sI ono- sha~ll lie left wit hin one mnelt of ain%-> f,.. hroal-t in- I fork or Wthiwi iFacing merit if al proved be I~in g thrust bect wieen the fortmi an iii 4 to - ~ r K' the fr.i gmnto of sl.t
back front the face.All fini-lhed anr unilfini- lied work sir'I I 1x, t 1 init gl w -a",W at lClc'M t wice dIii Iv for ionl
dIays.W~hertevcr conicret ing is suspended iii an uncomnpli'teI s,-n and tit1w fomritA us~ed %re to Im.
moved 1Kfore concret ing is to 1 ie corntinued in that l ii.)Iin. w # !a- which will lie cxpti)ii in Owfinislied x ork Shall lim st ruck off us specified in Article 106 arid wit:2, Owhn be protected bmy en I iw~I Iivdlressedl timiilKT along the laggillg so as to pre(vent th i int' from ltieOninig dligure -vI hl
shifting ti( forms or fronm ot lot causes. such Iilibr., shlll io. not les-s than) three inehes Ih-
lndl tenl invic., wide anid Ai~dl lie fastenled withI h-its p hicet zio' ro re- lihan three feet aplrt :, 1 -tito the colicrete not lesfs thanl one foot. The t itillxlrs Z1n'l I11- r:. 0. t be placed to t It( sa i- tit'll
oif the- 1'.giuretr, and I the timbilers sbuah itot Il retrtivi-il until so i!~-, -d by hiit. All cost of lirovihjieantd hitidli g thle t itn iors atid~ bolts shall be incel u ded in th lit ci r.,'u pice for scon d-cl as i i;re
112 Solid pi -ces, of rock, exclusive (if slate shale or othlotri kw4 uitt t ablc for us(- as (ott ('-itLarge gale, (ont:,iiiug iluore thtait one be foot ni1;1v lio cuibeild-I in, -a large xmiss; of conicrete.. L':wh
Stones in stone befo re becing beddbed or placed shall hie th loogltl*v w~-i an I scrubl, 1, if ne-i ,,sarv. t,Concrete free it fronm aill dirt. St ones I iee inl conicret e sh d~l Iw it I !I2X inchetis apart at all poil it> %1v
no i t onf- b1tl e phi cft-tt itl ote foot (of at1 "y fatce iif tl, rot r;,-t e or of am nv ut edilI.t-ri! v:l1,unless t hey' are pla ced coriri.ie a ud so thatj o pm rt of t lii tiN i ill be wit hiti six i tlie's of tflwftmc or of the emtbeddiedl metal. Stories shIall bie -worked i i ntoii the concrete by bars soi as toiexclude the air fromt any.) pockets in the lower surface of th. 5toiiii.
No biowhlers or fragnierts of rock shall be placeud itt an 'y wall where the width is le,'; titanttwice the trayo-verse ditnsioni of the rock as placed inl tire- wvll.
113 All roncrete walls arid strutu res shall be b~uilt in :dt erivi!t sect ions apliroxiiatelv thirt v-Sections four feet long. util 5 it oterwmi shtown on thIe plans. Dlai h:Jh be biutilt wvith It Itet lend, jit
s shown ott thle plttts.In Case aIdditional joit t.(ar required by the Eitginteer. siic) additional joints shall he in1tl Ii.
by thle (Contrtact ot withl~out extrta (0th petisat ioni.
1:3. Thec Cotrtactor shall1 conl'Itoct weepj Itoh-s. fot inche-s inl il:ittt(-r. in the Up-iit -i Ic w:lWeep at such points as are icioi red b iy t thc 1Litgitieet. select el . o - i all ixs pIae(tI bI 11 hr : I h .Holes itner e-nd of thre holes to mssi-t drsinavve in escaping and to r.titt thre outflow (if et-i h. 1h-
cost (if all labor and inateiri :. tequtired to (I otst rod andi prot ect t h-c wcep holes wvill bt- i nclitth- ditt thle cotitract price for secoit d-elas coic ret i.
114 Vehettvvr directed liv thre Euigitreer, trewly-lajil masonry sliaul I,-i protected to prevent frve-zttrProtection and the ,I .ttctiott shall lie, ill all tesp ects satisfact ot-Y to htitm.
W1henever necessary. tite l-i t,'netr mtaty withhtold pvrurtis'-Ii Ito liv coticreto dur'rg frveaztttttwe-athber motil thle wvork is prtctled byv ho iusing (Jr until t lwi igr- liett eit eriniz ito tive c ittr ii-
sition (ef llie concrete shrall lie heatedl. sit that INlI-tt the eoittreti- i- mti'ied and rea1 * to b,- tlepoiivlit S1ttill ha ve a tenlK:t prt or of trot lei than 75 degrees Falt Lii -tit. It warmn weart Ii r oLe tnshiall bie covered withI cantvas oit ot Ittrwi .t proticteid frontm it- ottl at11 uIIet Wil't until th l Iraigl1V sit.
rile ( nt raetor Ohall 1Is ri ;pl ib~ le for all lai ri gi to ii iii 1 t -y fre -zing, an-l atny collrvtenSo dlil A p shalil Ie icut out atd rept l aced at t he ('ortttact il e xpet -P, .1s directed Ii antI to thi-sat i ~fact ii'r of tire Eninjit -.
I lie iuet% coincrete shrill Iii tlrit Liugt! y liontic- or d~oweili-l iriie lti v xistiiig si1trI, otrvti-.All I l tze to oi tiitfigttreiint ief mtas~itrt of airv kitri, li-i-it ir pr1ior to thte fin-il actllttti-i
oif tbre wo-rk. sirtll lie rcieiel by the ( rta-(tu-, at his owli -;ii- andt to the saitisfacetioni of ilreh:utitir. Irel ( 'itit-t ir dit ;il- 1111h ttr;riurt:,iur stuthi-t[ill ot I-1 lit at all pioit where theii
maoni v x1moeedei oi tLirtg (it, tIiciguurerto-t fi-ortij liuis, dcr-k-, etc., anid thre (-o'-t thtereif shtJdbe venr -in tlo t o- i.rtt comrt itet pr ice.
'rhe top surfaces that will hte exposed in the finished work shall be formed immediatelv after 11t he underly ing course j,; completed and before this course takes; its initial set. The top surface Surfacesha~ll be formed by' cutting off 1he excess with a strJght edge9 and shall then Ite rubbed smooth and Finishli:~rti withI a Wooden float ltv skilled mon. AI(s,~ as the forms are removed, all exposed face-sshald] be- fiishe.d b% boeing rubbed smooth with a floait arid water. No plas-tering of any surface
I J~~e will he allowed, the'( requfired finiih lleing obtained by rubbing (down the irregularities, of the face.tlit Tilt-facintgand coping shall show a smooth, dense surface, without pits, irregularities, blow lwle-
The op ours ofconceteshall be not less than four feet in thickness unless otherwise shownioil til phlns.
All edges which will bx, exposed in thbe fitiis:het s t rct nrc shall Ne rounded. A radius of onejil h .,hall 1w used unless otherwise designate tm ilthe plani-.
tgThe edges Of joint; e 1Weenl sect ions. in ex.%,e)ed surfaces of walls. shall be- beveledI onec-halfof ait inch.
Where coping edges or surfaces are wav * or uneven, theY shall be chipped or rulilied and facedto) eveil line,, Ly thle Contractor, at his expenli e. if so (irvttel hy the Engineer.
Concrete shall not be laid in water nor exposedl to the action of water be-fore setting, except INIi* wt I special pernlissioz) of the Engincr, lud then in such nianner as he may approve, Concrete
:1. UnderWater
Whe(re- conc'rete is to rest on anv excvavated surface other than rock, special care shall he taken I13wot to (list ill,?t the hot t out (of t lit c('Xt:iv~tt on , alld tilt- finlal removal (if nuitriAl to grade shall nlot bm Excavatioinmale tint il just lI sore the( (-onro t is laidI. for
The excavationi lines andI ases of structures shown onl the plans ,hall be considered a., only FoundationsY, ~~approxim-ate find they .N Iuna be ordereI in writing by the( State Engineer tio be placed at any edc-
vat ioul or of illn. dlineusi6onls that will give a satisfact tiry foundation. Any additional concrete Ottmay lht required in writing by the State Engineer, below (or beyNonDI the fies shown on the plans,will hei paid for at the emwit rat price.
No structure shall be commenced withouit the Engineer's approval.K andAll rock or ha:rditan ftundat ion surfnces -siz11 be freed froin loose pices, cut to firm surfacesadcleazied to the sai.ilc on of thle Fnigincer, before Living concrete. All seams shall be cleanetd
out andi filled with concrete or mortar and payment for such cleaning out and filling shall be madeI at the cotntract price for seond-class MCOneet.
Concret e will lowe paul for at thle centm rriie per cubfic y.ard for :ccon I-class concrete. pay- 117Ilent bfeing nd'for thle act u: I (un ill i t l'e finishecd s-truct Ut , as called for by tile plans or Payment(trdeit(I in writivg 1 thle Stal Figincer.
No pavilten will Is, mallde for .vY cmnc oliti ide of the.-R limit! noir for any concrete whoseplacig is rcndit lrtlncesr owing to lack of prol er care during excavation.
Paymevnt for all laltor :ond materials requiredl to build concrete structures, as specified in tileforeginrg paragraphs, sh~ll N'e incIledl in thle cotnt raet prices fotr concrete.
* .. 1.In estinmatinig (oltcr(te, no deducliow willIx be made for llirev. undler twelve inches in ;ize.
METAL REINh ('MN
* ii ~ ~ Ui ne's ft I rw i- (It -izn:av I el-on tile plans, all nieta:l reinforcement shall he of mediu tiel 11 hlit a1nd s4t: IIr t)llsi~t oif npi rtve t "t tef('7vi me I al (Itar-o rodss wL i cl -hall hate tin ei-st ic linmit of mtil Reinforce-
less than 30U,Mt) poutik perv square inch nor itiece th.an 40,OtM) pounds pcr square inch and ant clonga- Mentlion of not less thant 22 per cent in a length of h incites.-
All met.,l reinforcfment shall be open-hearth steel, shall be uniform in quality and shall cl'url, .bending 18(1 degree. when cold, around a circle whose diameter is equal to the diameter or thick-ness of the test piece without fracture on the outside of the bent portion.
All steel or iron for metal reinforcement shall, when embedded. be free from mill scale, greas e,injurious rust. dirt or other foreign substance.
All metal reinforcement shall be securely held in place so that it will be in the pres'cribed position ,after the concrete has been thoroughly compacted.
117i Metal reinforcement shall be used where shown on the plans or ordered by* the Engineer andPayment payment therefor will be made at the contract price per pound for the actua quantity of metal
reinforcement in the finished structure.
CAST IRON PIPE AND SPECIALS
24 In the following specifications straight sections will be termed pipe, and brancheq, bends.LDefinition reducers, etc., will be called specials.
24I)5 Cast iron pipe and specials shall be made with hub and spigot unless otherwise specified andGeneral shown (l th plans, and shall accuratel)y conform in shape and dimensions to the adopted standard
approved by the Fnginver. The pip(e shall be straight and shall be true circles in section withtheir inner and outer surface., concentric and shall be of the specified dimen.ions in internal dianit hrfrom end to end. The straight pipe shall be practically twelve feet in length exclusive of the sockets.
206 All straight pipe shall be cast in dry sand moulds'in a vertical position, the hub end down-Casting ward.
207 All pipes and special castings shall be thoroughly cleaned and subjected to a careful hammerCoating inspection and then coated inside and out with coal tar pitch varnish.
The varnish shall be made from coal tar to which sufficient linseed oil shall be added to makea smooth coating. tough and tenacious when cold and not brittle or with any tendency to scale off.The coating shall be applied by dipping the casting in the varnish. The casting shall be heatedto a temlerature of 3000 Fahr. immediately before it is dipped and shall possess not less than thistenmperature at the time it is coated. The varnish shall be heated to a temperature of 300' Fahr.and shall be maintained at this temperature during the time the casting is immersed.
208 All pipe- and special castings shall be smooth, free from lumps, scale blisters, sand holes, cracksQuality or otlar imperfections and no plugging or filling will be allowed.
20 No special castings shall be accepted the weight of which is less than the standard weight byWeight more than ten per cent and no excess above the standard weight of more than ten per cent shall be
p-id for.No payment will be made for more than five per cent excess of weight above the
sl (cifi' stund;ird. for ripe less than twelve inches or more than four per cent excess of weight aboveth.-i s:'cific -tatld:irds for pip' twelve or more inches in diameter.
All piles shall he rejected which fall five per cent, below the specifi' standard weight for pipesli.-., tlain t welve inchesc or more than four per cent below the specific standard for pipe twelve inchesor more ill diL(t(,r.
210 (a't iron pipe and specials will be paid for at the contract price for the actual nmunber of tonsPayment laid in the work .nd will include the furnishing. delivering, handling, laying, leading and calking.
1 I 1 I . . ... .I~ ~ l i I II I - .. ..I~ l .. . .. .. . " , .. . .., , it I 1 1 . .. . .. .. .. .. .
lur Iron pipe with huh andl spigot or .flange, where honon plans shall he laid to the lines andi 211* tt~k. gi :wde shown on the plan, or given byN the Engineer. Excavation under and around joints shall Layingt~lek- 14 of stfficient depth and width to readily, allow the carefuil leading and calking of the joints.
,Jvint~ shall 1w forined as follows: -ettIe 212
ii .ltA sufficien~t aniouut of jute or oakuni shiall be calked into thie huh of the pipe to prevnt th jointspMing inaterial fromn entering the pipe: the remainder of the joint space shiall be filled with
notnha -it one pouring and the lead thoroughly calked into the joint with proper tools to the-:if isfaetioni of the Engineer.
r r 1 p
Beforu the joint,; arc, covered they' shiall be tested, when required by the Engineer, by hvdro- 213Iat me pressuire equal to one and one-hialf times the pressure which the pipe will be suhjected to Testing
iti -4rvicYNo joint shall leak when subjected to the pressure of the required test for a period of thirty
The Contrartor shall furnish all of the apparatus and appliance-, for mnaking the tests at his"N% 11 expenP4, a.nd all tests shall be made uinder the direction of the Engineer and to his satisfaction.
11- r tb
!it'
ill I Ir
1wp.~hi
SPECIFICATIONS FOR STRUCTURAL STEEL, ETC.
GENERAL
All workmanship shall be in every particular of the bewst in use at the pre-ent time. in any 3hca-se of doubt as to the quality of work require([ by these specification, that initerpretation lhall 1l', WurkT-.LU-iven which shall secure the best class; of work.
Lack of facilities- shall not be' considered as sufficient excuse for poor or inferior workmanship.
All methods used during manufacture shall he satisfactory to the Engineer.3tMeo{
All portions of the work exposed to view shall be neatly finished and all idle corners of plates,or shapes% shall he neatly chamnfered. The several pieces which form a built member shall be straight Finishand fit closely together and when completed each member shtall be without perceptible wind andfree from kinks, twists, bends or open joints. No straightenting of any description shall be per-mitted after a member is riveted up. (316)
The welding of any steel member shall not be permitted.Welding of
Steel
No sharp or unfilleted angles or corners shall be allowed in any piece of metal.
All structural steel shall be made straight and true before any laying out or other shop work 3is dorte thereon, and when necessary shall be straightened again before a-s-pmblingr: straightening Straighteninshall not be done by hammering; mill straightenting shall not be considered sufficient. 3uWt
In handling materials and finished members care shall he taken to prevent injury of an, kind 320)or unnecessary exposure to the elemnents. Any pieces injured in any manner prior to the final Handlingaveceptance of the work shall be repaired or relaced, as may be directed by the Engineer, by the MteilContractor at his own expense. (321)yMaeil
Any material received at the shop shall be promptly protected from rust by storage undercover.
.Before and during erection all materials shall he stored well above the grOurld on skids and 321shall be kept clean. They shall be so storedl and handled a- not to interfert wi th the work of other Storingcontractors. (320). Materiads
DRAW"INGS
The drawings which accompany these specificationm. hereafter dt-'izTiated asm th"contract N21drawings," are not intended to be 'shop" or "working" drawings. Contract
Dra-intg
325 The Contractor shall make, as soon as possible after the contract is signed, con)lh.1. An. TShop accurate shop drawings of all structural steel, machinery, and other details, and the conct,, i,
Drawings thereof to the masonry.Required Any details not sufficiently shown on the contract drawings will be furnished to the Contrahcir vr "
by the Engineer upon request.The estimated weight of each shipping unit shall be, clearly indicated on the shop drawing-
on which this unit is detailed.
326 In case of disagreement on any drawing between scale dimensions and figures the figur--Disagree- shall be followed. "
mentof ScaleDimensions
327 Shop drawings shall be neatly drawn on tracing cloth of the best quality, approved bY t. ..Size of Engineer cut to a standard size of 24 x 36 inches and irranged in general to conform to our contrz,.Shop drawings. The margin line shall be drawn I inch from .the top. bottom and right hand edges a ,
Drawings 2 inches from the left hand edge to permit binding. The working space on tflse drawini'- N.1'therefore be 22 x 33 inches. A space 3 x 11 inches, the ll-inch dimension being parallel i0"length of the sheet, shall be reserved in the lower right hand corner for title and approval sign:ilin.The sheets shall be arranged so that w; far as possible the notes will appear above each other rw:-the right hand edge of the sheet.
These drawings shall be arranged in systematic order and numbered consecutively in ,li.lower right hand corner similar to the contrawt drawings.
328 The Contractor shall carefully verify and shall become responsible for the correctness of % \ill 'Errors on other than the principal controlling dimensions shown on the contract drawings, anl slu; c~i> : ,Contract the attention of the Engineer to any errors or discrepancies that he may discover therein 1t, p,,Drawings shall have no claim for damages which may result from following an error in any other th:,:i ;!
principal controlling dimensions on these drawings.
3294 When the shop drawings prepared by the Contractor, as above specified, are completed. dur1"""Approval of blueprints shall be submitted to the Engineer, who will indicate thereon such correctionr ; i •
Shop be necessary to secure the completion of the contract in aecorlince with the intent of the ('0 1,Drawings drawings and specifications. One set of blueprints, with desired corrections indicated in c. -
crayon thereon, will be returned to the Contractor. When the revision has been complcetd .'satisfaction of the Engineer ie shall approve the shop drawings and will return them to 0..tractor who shall carry out the construction in strict aceor.lance therewith and who shall "no further changes therein except upon written instructions from the Engineer. The ap- .,above referred to shall not, however, be held in any case to relieve the Contractor from the r-'sibility for errors that may exist in the shop drawings. t I
330 No shop work shall be done until after the shop drawings have been approved.Commence-
ment of ShopWork
331 The Contractor shall bear all costs or damages which may result from the orderingOrdering of niaterial., prior to the approval of the shop drawings. (366, 367)Materials t_4-v
mq at I The Engineer shall be allowed, for the examination of a shop drawing or set of shop drawings, 332r..Ctk days, or one and one-half days for each drawing, in a set, whichever period is the greater. Detention ofIf shop drawings are detained for examination for a longer period than above stated, the Con- Drawings
" t ract. .tor shall be granted an equivauent extension of time.
''oI drauij. After the completion of the contract and before the final estimate is paid, the Contractor 333It deliver to the Engineer all approved tracings which shall thereafter remain the property Disposal ofthe State of New York. Tracings
the figur The Contractor shall, when required, promptly furnish the Engineer with six complete sets 334of blueprints on cloth of the approved shop drawings without charge therefor. He shall also promptly Blueprintsfurnis-h at cost any blueprints that may be required in excess of six complete sets. All blueprintsshall be clear and distinct.
The cost of all drawings and of six complete sets of blueprints on cloth, as above specified, 335,V"E'I by tiw shall be included in the contract prices for the various items which appear upon the quantity sheet. Cost of Shop. ... r t a c t D r a w in g s ,
~ l-x- and etc.:AWl[ till INSPECTION:t hil to tj.I\; "i~latiirr,
he near ofAll raw and finished materials and all workmanship thereon shall at all times and at all stages 339of the work or manufacture be subject to the inspection and acceptance or rejection of the Engineer, All Material
,i th, who shall at all times while the work or manufacture is in progress have free access to all parts Subject toof the furnaces, mills, foundries or shops in which the work, or any part thereof, is in progress. Inspection
The Contractor shall also notify the Engineer sufficiently in advance as to when the materials 33.nx of MId will be ready for inspection at the mills or foundries. No materials or finished members will be Engineer toI hall call a(cepted which have not been fully passed upon by the Engineer and stamped by him with his be Notifiedt*h.a He private stamp.
: r than the
The acceptance at any time of any materials or work shall not be a bar to its future rejection 34'if subsequently found to be defective or inferior in quality or uniformity to the material specified, Rejecuo f c
('llplia'le and any material accepted at the mills which under the punches, shears, etc., shows hard spots. Acteped11, :0 ma brittleness, laminations, piping, cracks, lack of uniformity in quality or other defects, shall be Materla1-. 4,.1,1:1:,0 rcjected and replaced by satisfactory material solely at the expense of the Contractor.
I t, the The Contractor shall freely furnish all necessary testing machines of approved capacity and 34, (,r,- design, all test pieces and all other desired facilities for inspecting and testing raw material, ingots Faci-,je?;::i Make mid finished material at the furnaces, mills and foundries and shall facilitate the examination of to b-
:, Fr,,val workmanship in the shops and during erection. In order that the inspection may be thoroughly Furmisedrespon- made the Contractor shall move and turn over all pieces of material and all finished members as
the Engineer may direct.
MATERIALS.
Unles, otherwise shown or specified upon the contract drawings, all parts of the structureshall be built of the materials specified in the following paragraph.,:
!)g ,f anY Structural shapes and plates shall be rolled from medium, acid or basic, open-hearth steel. 3.,.
and Pains
A.
:1374 Rlivets shall be made from rivet steel andl bolts from soft steel, both grades to be miade by) th. t nt 1. ,Rivets opecn-hearth process. ni k
and Bolts
3751 Steel shall be sul j.ct oiv to surface inqrwet ion and cold betding tes-ts. Test pieces clii frwinSelfinished iii tterialds shall clidIure bendaiing coldI one hiundredI antd eight~ i v egrees arou nd a circle Who,(,
diazuteter is equal to the thickness of the test piece, withbout signs of cracking. One lbzuding~ ledjshall lic made upon ait least one piecc' taken at randirti from everyN ten pieces of an\ particul.ar Asize of plate. angle or other shape in stotck. Full sized rivets shall eDure11 IXIATng fint Upollt heml- of'Iselves without signs of cracking. U
jWROUGHT ITION tl !
393t Wrought iroin shall he tough, fibrous, and uniform in quality and shall he manufact urtiditProcess of appiroved niethods. St-el scrap) shall not he used in its manufacture. Finished material shall 1 ; a'Man3ufaC- be clean, smooth, true to shape, of workmanlike finish and free from defects. 1jl
lure i
394 Test piece,, cut from finished material ,hall show art ultimiate tensile strength of not le&; thanTensile 48,000 poundls per square inch, ain elastic limit of not less than 25,000 pounds per square inch and
Tests an elongation of niot less than twenty per cent in eight inches.
3 i Wrought iron test pieces cut *fronm finihed material when cold or when heated to a bright,Bending cherry-red, shall endure bending 180 degrees around a circle whose diameter is equal to twice the K'
Tests thickness of the test piece without signs of cracking. Test pieces when nicked and broken shallr 'I
show a fracture not less than ninety per cent fibrous, free front coarse, crystalline spots. It"
396 Wrought iron when welded shall not show signs of red shortness.7 Red
Shortness
PAYMENT FOR METAL WORK
4S4 Pa *%ment for the various classes of metal work will be miade at the contract prices of the ittit)-Basis of uinder which tht- various metals are classified, which contract prices shall include the cost (if till
Payments labor arnd niaterials required to furnish and erect in place ,ll such metal work called for by 111vpilan. and s peciticat ions, unless otherwise provided for.
With the three exceptions noted below, payment will be made for the actual weight of metal,'pointed one coat, as determined at the shop before shipmecnt.
4 I Paynient will not be niade for weight in excess of one hundred and two per cent of the toulException i estivpmted weight oif the structural steel or in excess of one hundred and five per cent of the total i~i
mated weight of the iron anti steel casting- and metal reinforcement required foi- the entire work.,in each case the estimnated weight shall lie computed from the approved shop drawings.
41t; Payment will not hie made for the weight of the field coats of paint, the cost of wieh 0ll
Exception ;t be included in the comiract price of the material painted.
4Kx ~~In calculating w%*(ights, the weight of onie cubic foot of rolled (or cast steel shall lie takeu :11Estimitted four humolred and nity potunds, the wseight of one cubic foot of wrought iron shall be takem ti
Weights four hundicd and eigh ty pounids amnd the weiglit of one cubic foot of cast iron shall We takei titfour htundred and fifty poundIs.
, All weighing will be done by the Engineer. The Contractor shall do the required handling of 4X9Ox material and stoll furni.h scalps which shall be satisfactory to the Engineer, who may at any Weighingtrnc require the Contractor to test the scales at his own expense.
St, PAINTING
All paint us.ed shall Ie satisfactory to the Engineer and, unless otherwise specified, shall be 490:o. of !he Iest grade made by some established manufacturer who c products have been successfully Brand
i. ,d~ for a number of years upon many large and well known public works. Such paint, excepti,'r rt and white lead prining coats shall be brought to the work, mixed ready for use, in unbrokenpackages having the maker's brand, which shall be approved by the Engineer before the packagesi'ir opened.
'hten the original packages are opened, the paint shall be thoroughly stirred until it is of .t91.dl a uniform consistency from top to bottom, and it shall thereafter be stirred sufficiently often to Stirring
maintain such uniform consistency. If the paint after stirring is too thick to spread well, thematter shall be brought to the attention of the Engineer.
;, 0 ! No tinners or adulterants of any kind shall be used without the premission of the Engineer. 4'2AdulterantsForbidden
A", Red lead shall he used for the shop coat on metal and it shall be thoroughly mixed inmiediat.ly 493sIfore using in the proportion of twenty-five pounds of pure dry red lead to one gallon of pure Red Lead
raw imseid oil and one-eighth pint of pure japan, free from benzine. No red lead paint shall beu1ed that hw; ten mixed for more than six hours. An approved pure red lead in paste form mixedwith the proper quantity of pure raw linseed oil and pure turpentine japan drier may be used.
All lead, oil and japan shall be brought to the shop in their original packages, 494Originalp~ckages
All paint,- shall 1u, suhjedt to analysis whenever the Engineer may so require. 495A4alysis
All steel and iron,. including the railings. e:t iron pip--, chains and excepting surfaces which 496art' to be po.rnmncfntly in contact with motar or concrete, shall be thoroughly cleaned by effective Srop Coatmethod, from mill s-al',. rust, grense or dirt. and covered at the shops with one coat of red leadpaimt while rle'tn and Ifore any rust shall have formed. The paint shall he thoroughly applied to
tY , t l the metal. Painting shall iw ione under cover in stormy weather, and if the Enginoer shall so,' tl 01-n- require. the niateriAd painted shall remain under cover until the paint is dry; no painting shall be
"Ei -rk dont, when the. metal is vet. No work shall be shipped until the paint has dried.
All surfaces coming in contact shall be painted on each surface, as above specified, before 497Or. ', b,.e bying riveted together. rwufaces Ln
Contact
IIAll machine finished surfaces shall be thoroughly cleaned and heavily coated as soon s finishd 5W0t.tk with a mixture of pure white lead and tallow. Machine; ,.F, at lFinis h ed
Surfaces
n' .
5001 All woodwork upon which painting is called for on the plans or directed by the Engineer, shallPriming receive a priming coat of either wlit' lead and pure raw, linsed oil mixed, or of prepared paint
Woodowrk reduced by the addition of pure, raw linseed oil, both as directed by the Engineer, &Il knots and 44dblemishes slll be shellaced before priming. After priming all n.il or other holes and cracks shll,be carefully filled with putty. Door and window framies and other mill work shall either be primedat the mill or as soon as received at the work and before erection.
501 All recesses which will retain water, or through which water can enter, shall be filled withRecesses paint skins or waterproof cement to the satisfaction of the Engineer before the field painting is
begun.
502 After erection, all metal work, exposed to the air, or wood work upon which painting is calledField Coats for or directed by the Engineer shall haove two additional coats of paint, thoroughly and evenly
applied. The third coat shall not be applied until the second is dry, and at least forty-eight hoursshall elapse between the application of any two coats. Before the field painting is begun, the struc-ture shall be thoroughly cleaned from rust. snow, ice, dirt, etc., and retouched where the shop coatis rubbed off. No painting shall be done in unsuitable weather or when the metal or wood is wet. 24-, '
502k The concrete floor of the gate house shall be painted with " B. P. S. cement floor coating ',,.
Gate House made by the Patterson-Sargent Co. or the equivalent. It shall be applied as reconmnendod by theFloor manufacturer and in a manner satisfactory to the Engineer. The painting of the concrete floor
shall not be commenced until all other work shall have been completed, unless otherwise permittedby the Engineer. Before painting is begun, all cracks, holes, crevices, etc. shall be filled with cementand allowed to become dry and hard. The floor shall be free from oil or grease, dry and cleau.
503 Colors shall be as specified in the painting schedule. fColcrs
co; I I
504 The finished structure shall present a neat and satisfactory appearance.Neat Ap-pearance bu I
50r Painting shall be done by competent workmen.Experienced
Workmen
506 All painting shall be done with stiff brushes of approved form and no spraying shall be por-Brushes mitted. All coats shall be well brushed out.
507 Cloths and swabs shall be used for painting surfaces not accessible to the paint brush.Use of hii A,Swabs Che)the
5071 Stop gate and rack chains shall be dipped after testing. Guard and railing chais hale to
Chains painted.
508 Payment for all labor and materials needed to properly paint, all work as specified in the pre- scr,
Payment ceding paragraph, or called for on the plans will be included in the contract price of the material phlpainted.e
'' ni Tl various items te I. pointed and the treatnitint of each shall be as follows:,,tt nt Cast iron pipe black Paragraph 207). Painting" b'" d Pipe railing - lack t,ant. Schedule
[ 4 iall 'Window sa.05 and door -- French gray paint.1* Plmned Clapboards - Freiich . ,
Trim - white lead.Crane and superstructure - French gray paint.
I; P h Chain - Black dipped (8ee Wrought Iron Chain).Floor plates Black paint.Rack s and stop gates- Black paint.Valves - Black paint.Blow off valve chamber cover - French gray.
COVER FOR BLOWOFF CHAMBER
0 ,P c,)a,, The blowoff valve chamher sLall be covred with two inch plank ,lointz shall be T. & (, ,t. trd painted with one thitk coat of white lead. Planks shall be supported by 2 x 8 bo.,m)s. A
24-inch square opening in the center shall be covered with a water proof hinged scuttle and pro-,' .,n '" vided with a brass padlock.I.t h Qp The entire cover shall be readily removable. Payment for cover shall be made at the contract
tf' oor price for Valve Well Cover. This Contract price shall include all hardware and painting.
WROUGHT IRON CHAIN
Chains for stop gates shall be one half inch hand i-ade wrought iron chains having a proof loadof 8,000 lbs. After being tested to the full proof load in the presence of the Engineer, the chinshall be heated to a telmerature of 300 degrees Fahrenheit and dipped for at least five minute, incoal tar varnish. The varnish shall be maintained at a temperature of 300 degrees Fahrenheitwhile the chain is immersed. The chain shall be withdrawn, drained and quickly redipped so thatany portions not coverted by the first immersion will be covered.
These specifications apply also to I inch chain except that the proof test for j inch chain shallie 1,500 pounds.
Payment for wrought iron chain, together with the necessary grab hooks, shackles, anchors,rings etc., will he made at the contract price per pound for wrought iron chain.
The above specified dipping shall be included in this contract price.
STOP GATES AND RACKS
Each opening to uells in gate house shall be equipped with a rack and a stop gate. Theseshall be interchangeable. One extra rack complete with chain for lower culvert shall be furnished.The blowoff pipe shall be furnished with stop gate only, the rack being omitted.
The finished hearing surface of the concrete around gates shall be a plane and stop gates shallhave a tight fit over each opening. The copper screen on the upstream face of racks shall be setentirely within the outer edge of the frame of the rack and shall be securely attached thereto, afterthe painting of the rack has been completed. The method of attaching shall be such as to reduce
h iw -to a minimum any injury to the screen fastenings while rack is being raised or lowered.Raw edges of scr'en or ends of wire liable to produce injuries while handling shall not be left.The method of fastening shall be sat isfactory to the Engineer. The cost of all labor and material
, pr.. required in furnishing and attaching screens shall be included in the contract price for copper racktip Pscreen. Payment shall be made for the actual number of square feet, of copper rack screen actu:tllV
materil placed on the racks. If in the opinion of the Engineer the specified screen can not be procured. s.n
equivalent screen may, subject to the approval of the the Engineer, be substituted therefor.
i
- ,.
IV
Zill.r. shall The various items to be painted and the treatment of each shall be as followss: 5081-I'cd paint Cat iron pipe black (Paragraph 207). Painting
iota an.] Pipe railing--- black paint. Schedulec.- &s' shall Window sash and door- French gray paint.
be primed Clapboards - French gray.Trim - white lead.Crane and superstructure - French gray paint.
ti',1 with Chain - Black (lipped (See Wrought, Iron Chain).paintIng L, Floor plates -- Black paint.
Racks and stop gates - Black paint.Valves - Black paint.
g e allej Blow off valve chamber cover - French gray..rd e venly
flhour% COVER FOR BLOWOFF CHAMBERShop cuat The blowoff valve chamber shall be covered with two inch plank. Joints shall be T. & (.oj is wet. and painted with one thick coat of white lead. Planks shall be supported by 2 x 8 beams. A
24-inch square opening in the center shall be covered with a water proof hinged scuttle and pro-L iting" vided with a brass padlock.
d by the The entire cover shall be readily removable. Payment for cover shall be made at the contract- floor price for Valve Well Cover. This Contract price shall include all hardware and painting.
eall. WROUGHT IRON CHAIN
Chains for stop gates shall he one half inch hand made wrought iron chains having a proof loadof 8.000 lbs. After being tested to the full proof load in the presence of the Engineer, the ch:inshall Ie heated to a temperature of 300 degrees Fahrenheit and dipped for at least five minutes incoal tar varnish. The varnish shall be maintained at a temperature of 300 degrees Fahrenheitwhile the chain is immersed. The chain shall be withdrawn, drained and quickly redipped so thatany portions not covered by the first immersion will be covered.
These specifications apply also to I inch chain except that the proof test for I inch chain shallbe 1,500 pounds.
Payment for wrought iron chain, together with the necessary grab hooks, shackles, anchors,ings etc., will be made at the contract price per pound for wrought iron chain.
The above specified dipping shall be included in this contract price.
STOP GATES AND RACKS
Each opening to wells in gate house shall be equipped with a rack and a stop gate. Theseshall be interchangeable. One extra rack complete with chain for lower culvert shall be furnished.The blowoff pipe shall be furnished with stop gate only, the rack being omitted.
The finished bearing surface of the concrete around gates shall be a plane and stop gates shallhave a tight fit over each opening. The copper screen on the upstream face of racks shall be setentirely within the outer edge of the frame of the rack and shall be securely attached thereto, afterthe painting of the rack has been completed. The method of attaching shall be such as to reduce
I be to a minimum any injury to the screen fastenings while rack is being raised or lowered.Raw edges of screen or ends of wire liable to produce injuries while handling shall not be left.The method of fastening shall be satisfactory to the Engineer. The cost of all labor and material
pre- required in furnishing and attaching screens shall be included in the contract price for copper rackpre screen. Payment shall be made for the actual number of square feet of copper rack screen actuallyiteriaf placed on the racks. If in the opinion of the Engineer the specified screen can not be procured; an
equivalent screen may, subject to the approval of the tie Engineer, be substituted therefor.
-- ~'~.,v**... .......- -.' -
SA-
The gates are to be raised and lowered by half inch wrought iron chains securely attachedthereto and the upper ends of the chains are to be fastened to anchors embedded in the concrete.Both upper and lower connections shall be such as to permit ready removal and interchangeability Nof chains. The chains are to be operated by a hand crane and the upper ends of chains must tan- tK'. ."minate in a ring suitable for shackle connections in wall or hook connection to crane. 0l I !0-
Payment for the stop gates and racks will be made at the contract price per pound for struc- !tural steel. Payment for the oak strips on the stop gates will be made at the contract price per fgate for stop gate seals. "
GLASS
W",'.' shall be glazed with double thick, "A" quality of cylinder glass measuring not Imore than eight lights to the inch in thickness and weighing approximately 21 oz. to the square foot.Lights of glass which show objectionable waves or defects will be rejected and they shall be replacedby glass satisfactory to the Engineer.
Glass shall be bedded in putty and shall be secured by glazier points.
TPhROOFING
Shingles shall be laid directly on shiplap. Cedar shingles of the best obtainable quality shall i,,
be furnished and laid four inches to the weather.Shingle nails shall be galvanized and of such a length that the points will not pass through
the under side of sheathing. Iy lh,Ridge rolls shall be of No. 24 gage galvanized iron and shall be soldered at joints.Payment for roofing shall be included in the contract lump sum price for Gate House. rbfl'
"Ithrou
MILL WORK I ra't,Eiigi'
All lumber used in mill work shall be thoroughly seasoned, free from shakes, sap, loose knots,knot holes, wanes and all other defects impairing its strength, durability or appearance. All finishedwork shall be smooth and shall show no tool marks.
All work shall be done by skilled mechanics in the best and most workmanlike manner. Theexposed surfaces of trim, door, sash, etc., shall be sand papered smooth, ready to receive paint.Nails shall be set for putty stopping.
Appropriate hardware (hinges, locks, knobs, sash fasteners, padlock, etc.) of plain substantial Triitype satisfactory to the Engineer, shall be furnished and installed. Lock for door shall be of the captype commonly known as Yale Lock and be furnished with two keys. Padlock for scuttle over anblowoff valve salufl be brass and of the six lever type. Sash. door and frames shall be of approvedconstruction and of clear, kiln (fried lumber, and shall be primed on all sides at the time of making. fol
Sash shall be I inches thick and shall be hung complete with weights, safety chain and fasteners. SalDoor shall be full 11 inches thick with moulded panels.Clapboards shall be cut true at joints and fit snugly at ends. of
nc-
PAYMENT FOR GATE HOUSEA
Payment for all anchor bolts, lumber, trim, sash, door, ship lap', clapboards, shingles, paper, ard-ware and other materials and all painting and labor necessary to construct the gate house will beincluded in the contract price for the gate house.
Payment for the gate house will be made at the contract price for the gate house, per lump sun.
! s
attached VALVESt conicrete.
*1 theiliz Valves shall have iron body, bronze or brass mounted and be of the parallel seat, double gate', tts l. type, with outside rising stem operated by hand wheels except blowoff valve which shall be fitted
for struc with a five foot removable key. Connections shall he as indicated on the plans. Valves shall befrie tt standard, designed for the proper head and purpose and made by some well established manu-price per facturer satisfactory to the Engineer.
Payment for valves shall be made at the contract lump sum price for valves of the various sizescalled for.
Three inch valves shall be provided with stems from valve to elevation 590.5 and terminatingin a hand wheel. These stems shall have bearings securely fastened to the walls of the wells at
'.-tritig not proper intervals.,jLr,, f,,-t Payment for the stems and wheels shall be included in the contract price for three inch valves.reIplaced
SANITARY
The location of bunk houses, kitchens, mess shacks, buildings or tents for like purposes on thesite of, or on ground tributary to the future reservoir is prohibited. The Contractor shall provide
:itv shall for the use of workmen and others employed on the contract an adequate number of properlylocated, enclosed and sanitarily constructed fly proof privies and maintain same in a sanitary
i trough manner, all as directed by the Engineer.Upon the completion of the work or the earlier abandonment of the" privy or when so directed
by the Engineer, the entire contents of the vault, together with as much of the side wall and bottom;a directed shall be removed, treated and disposed of as directed by the Engineer, and the vault
refilled with earth.The (ontractor shall be responsible for the observance by his employees, either direct or
through sub-contractors, of all sanitary regulations promulgated by the Engineer, and the Con-tractor shall immediately discharge any employee failng to observe same if so directed by the
,,c skn,,t.. Engineer and that employee shall not be re-employed without the consent of the Engineer.
'. CRANE
t titial Gates and racks in gate house will be operated by a traveling hand crane fitted with Yalei .. of tlu. Triplex block hoist or equivalent, of 12 feet lift. Crane, chain and other parts shall be safelyu'th over capablh of moving and raising a four ton load, and shall be so arranged as to lift and move gatesf ],proved and screens to any part of the gate house floor.
'r:ikirg. The Contractor shall submit detailed design of crane, including substructure, to the Engineer* ..oste.rj-. for his approval. Crane will be similar to that made by the Brown Hoisting Machinery Company
and shown in their Catalog D 1914, Page 45.From the plans it will be seen that the substructure shall be placed close to the inside walls
of the gate house in order to secure maximum amount of space in which to store gates and racksnot in use.
The crane shall be tested as to its operation by raising and lowering racks and gates and inter-changing the same. These tests shall be made as directed by and to the satisfaction of the Engineer.
r, Lard- Any defects developed by the tests shall be rectified by the Contractor without cost to the State.
i,, will O The cost of these tests shall be included in the contract price of the apparatus teested.The crane shall be considered to include all parts of hoist supported by or rolling on the parallel
'"urn. tracks forming the upper part of the substructure.Payment for crane will be made at the contract price for crane.
CRANE SUBSTRUCTURE
The crane substructure or supporting frame for parallel tracks on which the crane travelsshall be fabricated from rolled shapes. The design may be varied to suit the type of crane selected.Complete shop drawings of substructure shall be submitted by the Contractor. (See Paragraph 325.)
Payment for the crane substructure, including the parallel tracks will be made at the contractprice per pound for structural steel.
OFFICE
Unless otherwise directed the Contractor shall provide at, the site of the work for the use of the f th WEngineer in a location approved by him, a suitable weatherproof office with wooden floor, of approveddesign, not less than 12 feet wide, 16 feet long and 8 feet high at the eaves, with door and lockand two glazed windows.
Payment for materials and construction of office complete will be made at the contract pricefor field office.
lienk
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a I lckhper28eLwdf97
iPh 325&) STATE OF NEW YORKI} tract
PRELIMINARY ESTIMATE OF QUANTITIES AND COST
Description: For the construction of a dam, gate house, reservoir and appurtenances for the Marcy DivisionIs of the of the Utica State Hospital at Marcy, New York.' Jpro veda H ock Chapter 238, Laws of 1917.
act price Chapter 177, Laws of 1919, Part 3. ALBANY, JULY 12, 1919.
Itm of PRI CE AMoUNTN.Round- Quantities ITEMSing Dolls. Cts. Dolls. Cts.
1 I Lump Sum Clearing ................. Per Lump Sum 60 00 600 002 30,000 Cu. Yds. Grubbing ..................... Per Cu. Yd. 1 00 30,000 oc3 10 8,100 Cu. Yds. Excavation ................... Per Cu. Yd. 1 75 14,175 (X)4 10 11,500 Cc. Yds. Second-class Concrete .......... Per Cu. Yd. 11 00 126.500 005 5 9,000 Lbs. Structural Steel ........................ Per Lb. 0 12 1,080 0()6 10 900 Lbs.W. I. Chain ........................... Per Lb. 0 40 360 007 5 2,200 Lbs. Metal Reinforcement ................... Per Lb. 0 08 176 008 5 650 Lin. Ft. W. I. Pipe Railing .............. Per Lin. Ft. 2 00 1,300 009 10 9 Tons Furnishing and Laying C. I. Pipe
and Specials........................... Per Ton 80 00 720 0010 ...... I Each 24-inch Valve ....................... Per Each 250 00 250 00
...... 2 Each 3-inch Valve ....................... Per Each 12 00 24 0012 ...... 1 Each 2-inch Valve ....................... Per Each 8 00 8 00
a13 5 80 Sq. Ft. Copper Rack Screen .............. Per Sq. Ft. 0 50 40 0o14 1 Lump Sum Gate House Superstructure. Per Lump Sum 800 00 800 0015 0 1 Lump Sum Field Office ........... Per Lump Sum 300 00 300 0016 ...... 1 Lump Sum Crane and Hoist.......Per Lump Sum 550 00 550 0017 ...... I Lump Sum Valve Well Cover ......... Per Lump Sum 15 00 15 0018 1 Lump Sum Coffer-dams, Pumping,
Bailing and Draining ............... Per Lump Sum 300 00 300 0019 ...... 5 Lump Sum Gate Seals............ .... Per Gate 6 00 30 00
177,228 itm
*Contingent item.
STATE OF NEW YORK
QUANTITIES EXHIBITED AND PROPOSITIONS RECEIVED
AT THE OFFICE OF THE
STATE HOSPITAL COMMISSION i
IDesceription: For the construction of a darn, gate house, reservoir and appurtenances for the Nlarcy Division Ac,
of the Utica State Hospital at M\arcy, New York. (4 t, "
Chapter 238, Laws of 1917. i' 1
Chapter 177, Laws of 1919. Part 3. ALBANY ............... __............... -1919.
%of PRICE AMOUNT
No. Round- Quantities ITEMIS __-
ing Dolls. Cts Dolls. Ct F
f 1 Lump Sum Clearing ................ Per Lump Sum..230,000 Cu. Yds. Grubbing ................... Per Cu. Yd.3 0 8,100 Cu. Yds. Excavation ......... ......... Per Cu. Yd.
4 10 11,500 Cu. Yds. Second-class Concrete .. ....... Per Cu. Yd.5 5 9,000 Lbs. Structural Steel ...................... Per Lb.
6 10 900 ILbs. W. 1. Chain ............... .......... Per Lb.7 5 2,200 Lhs. Mletal Reinforcement................. Per Lb.8 5 650 Lin. Ft. W. 1, Pipe Railing ........ ..... Per. Lin. Ft.9 10 9 Tons Furnishing and Laying C. 1. Pipe
and Specials .......................... Per Ton10 1... Each 24-inch V'alve ... ................... Per EachI11 ..... 2 Each 3-inch Valve..................... Per Each12 -1 Each 2-inch Valve .... ................. Per Each13 5 80 'Sq. Ft. Copper Rack Screen .... ......... Per Sq. Ft14 1 Lumnp Sum Gate House Superstructure Per Lump Sum1.5 1 Lump Sum Field Office ............. Per Lump Sum16 1 Lump Sum Crane and H~oist.. ....... Per Lump Sum17 1 Lump Sum Valve Well ('over ........ Per Lump Sum18 1 Lump Suni Coffi-r-dams, Pumping,
Bailing and Draining ............. .Per Lump Suni19 5 Lumnp Sumn Gate Scals... ........... Per Gate
(()ntn imgvnt itefl.
The undersigned, resident .................................... .... .. ................... .County of................... ...... *.. .. .. ......... h ereb y p ro pose ................. .... ..... .............. ....the State Hospital Commission of the State of New York, to construct and to finish, in aecordanee with the
ans and specifications prepared therefor by the State Engineer and Surveyor, and this day exhibited to thendersigned by the State Hospital Commission, all of the work therein described for the prices above named, saidrices to be in full compensation for all work, labor and material required to complete the said work according tohe meaning and intent of said plans, specifications and contract, and on the acceptance of this proposal for saidork do ........................... hereby bind ....................... ... to enter into contract with the'id State Hospital Commission at such time and place ag shall be required by them and to give the required bondnd surety to perform said work for the consideration above named.
%f!cy DIiisl Accompanying this proposal is a draft or certified cheek for $ ................ , being 10 per cent of the amount
of the proposal. This money shall become the property of the State of New York if in case this proposal shall beaccepted by the State through the State Hospital Commission, the undersigned shall fail to execute a contractand furnish the surety required by the law within the time fixed; otherwise the said money is to be returned to the
.1919. undersigned.
D ated at ................... the ................ day of ..................... 191 .....MOUNT P. 0. Address ..............................
i~ol~.JcL.......................................... onyo............! o l . t C ounty of. . . . . . . . . . . . . . . . . .
4 P . 0 . A ddress ...................................County of ...............................
C o n t of . . .. . . .. . . .._. .. . . .. .
CONTRACT
STATE OF NEW YORK
DEPARTMENT STATE HOSPITAL COMMISSION
*M ade betw eent _ ...... . . ... .. ...... ---- .... ........ ......... b e tw e e I .. ... .. .. . . ........ ........ . ...... ... ...... I. ........ ........... .. . .... ... .......... ................
hereinafter referred to as the " Contractor," and the I'vople of State of New York, hereinafter
referred to as the "State," this ........................ day of. " .... ......
191 .... , by which the Contractor covenants and agrecs to furnish all work, labor and servicesand material of ever. kind, and to do and performu each and every act and thing necessary or properfor the construction ef a dam, gate hous(,, re.ervoir and appurtenance for the 'Marcy Divisionof the Utica State Hospital at Marcy, N. Y., in accordance with the plais and specifications forsaid work hereto annexed and forming a part hereof, and to fully complete said improvement in
'accordance with the true intent and meaning of said plans and specifications without any furthcr,other or different expense whatsoever to the State, than the consideration hereinafter providedto be paid therefor by the State.
1. It being understood and agreed that the Contractor shall make said hnprovement- andconduct the work in compliance with all laws of the State of New York and the ordinances of anycity, village or town and the lawful directions of the officers, agents or representatives of the Stateor of said city, village or town.
2. The Contractor further stipulates and agrees pursuant to Section 3, Artirle II, of the taborLaw, that no laborer, workman or Diechanic in the eniploy of the Contractor, sub-contractor orother person doing or contracting to do the whole or a part of the work contemplated by this con-tract, shall 1w permitted or required to work more than eight hours in any one calendar day, exceptin case of extraordinary emergency cau-wd by fire, flood or danger to life or prolrty.
3. The Contractor further stipulates and agrees that the wages to be paid for a legal day'swork as hereinbfore defined, to all classes of such laborers, workmen or mechanics employed byhim or by any sub-contractor or other person on, about or upon said work or upon any materialto be used upon or in connection therewith shall not be less than the prevailing rate of wages fora dav's work in the same trade or occupation in the localty within the State where such publicwork on, about or in connection with which such labor is performed in its final or completed formis tu be situated, erected or used; and that each such laborer, workman or mechanic shall be paidsuch wages herein provided for. The Contractor further agrees that this contract shall at theoption of the Stae be void anli of no effect unles said Contractor, sub-contractor and each andevery person who may have any part on the Contractor's behalf in performing the same shall com-ply with the provisions of this paragraph.
*~~; .4.f~T,2J
4. The Contractor further agrees that in the construction of said work only citizens and such rpersons as shall have duly declared their intention to become citizens of the United States 6 1,shall be employed; and in all cases where lal×orers are emplo *ed on such public works preference oll ,shall be given to citizens of the State of New York. The Contractor further agrees that this con-tract shall, at the option of the State, be void if the provisions of this section are not complied with.
5. Tile Contractor further agrees that he will not assign, transfer, convey, sublet, or other- -wise dispose of this contract or of hi- right, title or interest therein or his power to execute thesame without the consent in writing of the State Hospital Comnission, or any moneys which areto become due, or payable to him because thereof, to any person, company or corporation, with-out the previous consent in writing of the State Hospital Comnniission, and that until such consentin writing shall have been given, no claini or demand shall exist to any of the moneys to be paidby tht State on account of the provisions of this contract in favor of any person, association orcorporation except the said Contractor.
6. It is mutually agreed that the State reserves the right until the final completion and aecep-tance of the work, to make such additions to or deductions from such work or changes in the plansand specifications covering the work, as may be necessary, and the contract shall not be invali-dated thereby; and the Contractor shall do and complete the work in accorlance with such addi.tions to or deductions from or changes in the plans and specifications, and no claim shall be madeby the Contractor for any loss of profits because of any such change or by reason of any variation a.between the quantities of the approximate estimate and the quantities of the work as done; andthat the amount of payment for such work shall be based upon item prices specified in this contract,if there be such; but, if such additions, deductions or changes shall require the furnishing of itemsof labor or materials or both other than those for which prices are fixed, the Contractor shall never-thelcss perform the work and furnish the materials, when properly ordered so to do, and the corn-pensation therefor shall be determined by the contract price of similar items, if there be any such,so far as may be, and if there be no item prices of a similar nature, then compensation shall befixed by mutual agreement based on the market prices so far as such prices may be made applicablethereto.
7. It is mutually agreed dat no alteration shall be made in any such map, plan or specifica-tion or in the plan of any work under this contract during its progress, except with the consentand approval of the State Hospital Commission and the State Engineer, nor unless a descriptionof sucl, alteration and such approval be in writing and signed by the parties making the same anda copy thereof filed in the office of the State Engineer and the State Hospital Commission.
S. It is mutually agreed that no change of plans or specifications which will in dease theexpense of said work or create any claim against the State for damage ari-ing therefrom, shall bemade unless a written statement, setting forth the object of the change, its character, amountand the expense thereof, is submitted to the State Hospital Commission and the State Engineer,and thvir asscnt thereto is obtained.
9. It is further mutually agreed that no extra work shall be certified for payment or paidfor unle2s said work is done pursuant to written order of the State Engineer and State HospitalComnmission.
d such 10. The Contractor agrees that he has satisfied hims-elf by his own investigation and research
it,-,l States regarding all the conditions affecting the work to be done and labor and material needed, and
preference that his conclusion to execute this contract is based on such investigation and research, and not
his con- on the estimate of the quantities or other information prepared by the State Engineer, and that
' d with. he shall make no claim against the State because any of the estimates, tests or representations
of any kind affecting the work made by any officer or agent of the State, may prove to be in any
r other- respect erroneous.l' te the
which are 11. It is further mutually agreed that if, in the judgment of the State Hospital Commission
triton, with- the work is not being performed according to the contract or for the best interests of the State,
COIset the State Hospital Coinmission E.all have power to suspend or stop the work under this contract1), 1epaidi while it L, in progzress and complete the same in such manner a,, Will accord with the contract speci-
-'iaton or fications and he for the best intere.ts of the State; or at the option of the State Hospital CommL-
sion that the contract, may be cancelled and tC work readvertised and relet, and in sue1& cases
t! at any excess in the cost of completing the contract beyond the price for which the work was
and ('cep- originally awarded shall be charged to and paid by the Contractor.
It thti' plansSinvali- 12. It is mutually agreed that the right is reserved to the State Hospital Commission to suspend
Allh addi or cancel this contract, as above provided, and to continue the work in part or entirety, to protect
.l ,,,m e the work accomplisied, to salvage the plant and material, to complete the contract or readventise
r 'triaf ion and relet the same.
S,)P' and('iontract, 13. The Contractor further promises and agrees that iJl tools, machinery, appliances and
r - of items materials of every kind which shall be necessary and proper for use upon said work and used or
Q.11 neer- delivered for use upon the same, shall at all times be owned by the Contractor free and clear from
the corn- all liens or encumbrances of any kind or nature whatsoever, and that if the State by its officers
S uch, or agents or any of them shall, in the exercise of the rights hereinbefore reserved, assume the execu-
shl he tion of this contract or any part thereof or to perform the said work or any part thereof, that the
State may take possession of and use for that purpose all of said tool&, machinery, appliances and
materials, c such thereof as may be necessary, without let or hindmn-* by the Contractor, or by
the Contractor's agents, servants or assistants: and that the State shall have the sole and exclt-ive
t"-Peithia- right to the possession and use of such tooeb. machinery, appliances ad materials as may be nece-
d-cription sa for said purposes, and the value of the use thereof, which shall be determined by the State
d-, acp and Hospital Commission, shall be applied upon the cost of completing t.e contract and credited to
4100. the Contractor; and the State shall not be liable for any depreciation, lo* or damages to &ad
tools, machinery, appliances and materials during Paid ' by the State, unless caused by u.,
r-eas( the negligence.
? shall be
r, anoint 14. In case of any discrepancy or amhi'nty in the plant-, sk".5estions or maps, or betreer
. Enintr hmtemte utb.imd roicto-o as rbter,them the matter must be immediately Fub.ted to the State En r, who shall adjust the sak
and his decisions in relation thereto shaL t final and eoclusive ':on the parties.
nt. or paid 15. The Contractor sball, i6nedis-y a!er thex.imULon o,. contract, begin the
Hospital nary preparations to do the work, and .. , d g hat tke work shall be fully eonpgie-.:
on or before the .................................. day -1930
&-V
,, 4., ,-ii
The Cntractor agree to ntitfy the Stati Hlospiital ( Inmljissioni and the State Enginleer One wee.in allvanie of actual opwrat ions. IN t li event that the Stalk- shall not have fully acquired po-w-~Qion of the lands. st ruitures or wat er, within the coat rat siw, when said ('ant rator is troAly toImtgin acttial operationis. t he time for the comnpletion of Ilhi contract shiall lbe deenmed extend~ed fora p-riol etlubl to the time of the act ual ditlay cauised thereby.
10. The parties rwit ially agre( that fini ic of the ssnc of this- contract and that the dani-age- to itie State for failtire of hei Cot trak-t ir i 01 av full V cr api eeI thle wo rk on or before tl~e(late last iutioemi n, shall lbe t went iillar pr day ffir en-Il day after the said date that shallclaps, 1w'fore thli work shall li, fully comaph till., I ii h atl(i i shall in no event lie considered a,a penalt v, or utbvirNise than t hi liquic mt d and ailju -teil (1an1iges (if the St ate 1ieiajJW Of saldoi Ia. ayid il Uc dniages the Cntractor shall protapt ly pay, and whic-h datuages th, Stat(- Ho'-pu!t ( ittilio~n may' retain ft-on, nov1 niVo1101 * s \%hich tiwr-iN, Aiall be payable to the ('oiitractor~and iti the event that the, m1oric y pavahili aLs af teSaid art, not. sufficient to fuly copeID W te the OState Lecaust, of such delay, then the ('otit routor proiniisi- atid agrees to pay the balance of said
datnages to the. State promiptly upon denialid byteSae Hospital Commtiission.
PIs. Ml ncasurenients. inspections atid e~t inat s -,hall lie made by the St ate Engitneer andthe etigililers appointed by him. during the pirogress oif thle work, and all work shall be executed
t(. the satisfaction of the St ate Hospital conniisC ii aind the State Engineer and Surveyor andIii eomfiirtiiity with the instruct ions of the former. Tlie (o ai actor agrees that all work or miaterialw hich m iay lie rejected byv the State Engineer or thie Stlate Hospital Coimnissiotn or tleir rerr-wnitativces shall at oice lie removed frow the site of the work. b liv h (ontraetor at hLs; own expen-earid replaced b-, satisfactory work cr mnaterial. The (Contractojr shall at all times employ a suffh-cict. nuniber Of competetit. workmteni and provide sufficient and proper material-, to ensure thecanijletion of the work within the tinie stipulated. Any foreman or workman who may bxe inthwe (rripho ' (if the Contractor, and wiihomn the State Engineer or the State Hospital Cotntois:-iondfem inconmpetetnt or unfit, shall, at the direction of the State Engineer or the State Hospital Coni-miss;ion be immediately dismissed from the work.
19i. The Contractor Ahall nmainitain an offie upon the work or so close thereto as to be Cotl-v-retiln I'v accessible, and it is agreed that any written directiotn or request of the State HospitalCommtission delivered to a person in charge of -aid office, or, in the event of the absence of any*such person from the office, left, therein in a conspicuous place, or affixed to the door thereof, shallhave the -Atne force and effect as if conmmunicated to the Contractor personally.
20t. The Contractor agrees t-o employ arm English-speaking foreman with each separate nuim-her oif person., ulho may lie emiployed oti said work and that instructions and directions concerningth(* iork given such foremani by the State Hospital Commission or his representative @hall havethe- amei force and effect as if persotially conmmunicated to the Contractor.
21- It is further agreed that, so ling a., any lawful or proper direction concerning the workor material, given by the State Hospital Commiission or its representative Fhall remain unconi-plied with, the (ontractor Ehall not be entitled toi have any estimate made for the purpose of pay-
O -V
A OF
111t. Wek 22. The Cotractor agrees to indentnify the State and save it harmless from all costs, dam-t ages or expense of any kind by reason of any claim or claims which may be made that injury toI person or property shrl have resulted from any wrng, negligence or want of care or Skill on the
h~tid for part of the ('ontractor. his gcnts or servants, or eitier of them, in the execution of the contract,
or anything in any way connected thercwith or incidental thereto, including any claim (if other
lit, contractors that the work or anything appertaining thereto has been so managed or onductedas to impede, wrong or injure them.
ha±l 23. The Contractor further agrecs that all damages of whatever nature resulting from the
work or reulting to the w rk during its progress, from whatever cause, shall be borne and sus-of S*aid tamed by the Contractor: that all work.shall be .olely at the Contractor's risk until it haz beentL110o- finally inspectetd and acep tedl by the State Engineer and State Hospital Commission. It i,
I owcvr, distinctly understood and agreed that the in1lu.ion of any work or material in any sail
:t1 the estimates or any paymtt which may be made on accouit thereof, or the approval of said work
said by the State Engineer and State Hiospital ConmiF,-ion, or all of said acts shall not operate as an
unqualified acceptance of the .aioe or a waiver of any deficiency in material or workmanship
wh ich may be discovered within one year after Fuch approval by the State Engineer and Stateand Hospital Commission, it being undertood and agreed that any such deficiency or defect so dis-
-,l.,l coverd my be remedied bY the State Engineer under the direction of the State Hospital Corn-
ant I mi.ssion, ard prowr worlkmanship and material used to put the work in the condition requiredbv this contract according to the plans and specifications and any changes therein made as here-
r,- before set forth. That the expense thereof may be audited by the State Engineer and thle State.)er,-e tto-pital ('omini-sion and that the amount at, fixed by said audit shall be final and conclusive upon
A4. ffi- the parties, and that thereupon the Contractor will immediately pay the amount as tt us fixed,
th,, to the State.f. in
[t.-ion 24. The Contractor agrees to save harmless the State, its officers, agents and employees from
0; to.and against all demands of whatsoever kind for or on account of the use of any patented plan,
desirn. 'iuggestion, invention, article or appliance that has been or may be adopted, used or includedin the work mentioned in this contract.
pitl 25. The Contractor agrees that no public or private road that crosses or intersects the lineany of aid work shall be obstructed, nor shall any crops of any kind or nature, or any dwelling
fshailhl house or other building within the site be disturbed, except with the written consent of the State
Engineer, and then only in such manner and for such time as may be specified in said writtenon,,c it.
,rmng 2. It is mutually agreed that all timber, stone, iron, steel or other materials in existing arti-
have ficial structures within the sitc, excepting such a can be made use of by the Contractor in con.-
tion with thw work on this contract, and excepting also such as are conveyed to the Contritorby thi.; contract for a consideration, a. well as all materials of value which may he found in natural
work dejxasir in the excavation to be made by said work. are and shall remain thw property of the Stat,.
,on- that all such moat.erials not so used shall be removed by the Contractor at his own expen.se to * s,of pay- pstc v ithin a reasonable distance as the State Engineer and Surveyor or the State Hospital (on-
mi.-iw, may deignate, and shall be there neatly piled and stored under their direction at the
-- Ij
Contractor's expense. In case there are buihlings or structures upon the site of this work, theContractor shall have no right to rent or lease the same or perit any part thereof to be occupicdor to be u.-ed, except by the Contractor and for the purpose of doing the work or storing materialrequired by the specifications, and then only on written permission of the State Hospital Com-mission. C(
26'. In the case. of any building or buildings which, under the terms of this contract, aeto be removed by the Contractor and becon his property upon removal, the Contractor shallnot gain title to any fixture or fixtures, machinery or any other appurtenance which may be deter-mined as fairly removable therefrom; the appropriation by the State covering merely lands, build-ingt and other structures; all removable appurtenances remaining the property of the owner from I.wl.om the lands and buildings have been or shall be appropriatod.
27. The State reserves the right to deliver to the Contractor for use in said work, stone, gravel,rand or other material which may be found outside of the site of said work, or which may be theproperty of the State in or upon lands appropriated but not in the pati. of excavation,for whiel material the Contractor -hall be charged, in payment for the work contemplatedby thti: contract, the prices to be specified in the quantity sheet to form a part of his bid, orat prices to be agreed upon.
2S. In consideration of the covenant and agrements of the Contractor, herein contained,and in tte event of their being fully kept and performed, the State agrees to pay the Contractorthe following prices, viz.:
29. The State Engineer shall, between the first and fifteenth days of each month, make andfile with the State Hospital Commission an estimate of the amount, character and quality of thework done and of material which ha been actually put in place in acordance with the terms andcondition of this contract, during the preceding month, and compute the value thereof. TheState Hospital Commission will, witli fifteen days thereafter, at its office in the city of Albany,N. Y., pay to the Contractor the money which shall have been properly appropriated for thatpurpo!-c, a sum not to exceed ninety per cent of the value of the work performed and materialfurnished as so certified by the Engineer - retaining not less than ten per cent thereof until thecontract shall have been completed and approved by the State Engineer and the State HospitalCommission.
WITNESS our hands and seals the day and year firt above written.
.................. .................... ........ (Seal)
...................... (Seal)
State Hospital Commission.
I
AA
I.7
% kro the (ecknowledmto b thCpronrco.i nidvda.
Il attildSAEnFNWOK
t ra ct , a l e' O n t i -- ------o t-- -------- - ......... a y u b i . . .. . .. ... .... . . . . . . . 1 1.. . . . . C ounty.o r
1, gravel, d(Cuty ckolek's cetifiathe exted e sme
ontajined,
(Acknowledgment by Contractor, if a corporation.)
Ik .. STATE OF NEW YORK,-if the '
.S and ~ ~CUNTY OF............. ........ S.
U,1 On this............ ......... *----"---- ------ ay of.............. ............. 1191....before
me per-sonally cae ...................--------- ----------........... ........... ....................... .....
to me known, who being by me duly sworn, did depose and say that he resides in ......
........................................ ....... .......... that he is te.-,...........-....._ .......
the corporation described in and whicb executed the foregoing instrument; jh&t 11' kyow the
seal of said corporation; that the seal afhiel to said instrument is such corpor , si; t~z
so ffxe byauhoityofth Board of Drectors of said corporation, and that h- z-, nan
thereto y like uthorit ..................................... .. . ....................
Notary Public. ............ ........ Cont
(County Clerk's certificatc to be attachei.)
(Acknowledgment by Contractor, if a corporation; when two officials execute.)
STATE OF NEW YORK,j f88.:COUNTY OF ...........................
On this ...................................................... day of ...................... , 191 ...... beforeme personally came ..................................................................... .........................to me known, who being by me duly sworn, did depose and say that he resides in ............................
that he is the .............................................. ...................................... of the ............ ............................................................ ............ .... . .... ...... the corporation described inand which executed the foregoing instrument; that he knows the seal of said corporation; thatthe seal affixed to said instrument is such corporate seal; that it was so affixed by authority of theboard of directors of said corporation, and that he signed his name thereto by like authority. Andthe said ................................................................. further says that he is acquainted with.................................................................................................................... and know s him to ,ethe ............. ................................... ........... of said corporation; that, the signature of the said.... ...................- ... ............ subscribed to the said instrument, is in the genuinehandwriting of the said ......................... ....................... ............. , and was subscribed by likeauthority of the said board of directors and in the presence of him the said .....................
... . ....................................................................................
Notary Public .................................................... County.
(Acknowledgment by Contractor, if a firm or copartnership.)STATE OF NEW YORK,\
COUNTY OF ..............
On this ..... .................. day of .............................................................. 191 .-before m e, the subscriber, personally appeared .......................................................................................to me known and known to me to be the individual who executed the foregoing instrument asa member of the co-partnership of .......................................................who, being by me duly aworn, did depose and say, that he resides in ...................................that he is a member of the above-named co-partnership which is composed of himelf and................................................................................................................ who are all the personsinterested therein; that he executed the foregoing instrument on behalf of the said co-partnershipand as a member thereof; that he was authorized to execute the same; and he acknowledged tome that he executed the same on behalf of the said co-partnership for the purposes therein stated.
................................... . ........... ...........................................
(County Clerk's ertificate to be attached.) Notary Public ............................................ County.
No-R
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENT'S
That w e .........~.. .....................
ContracWtor- and. .-...................
......................... ...... ....... ......... ur..ty.....re..h..ld...ande y reooldntdj yi t ay a dseverally firmly bound unto THE PEOPLE OF THE STATE OF NEW YORK in the sum of
........................ .... ............. .....----. ............................ . . . . . . . . . . .... dollars
....... --------....) lawful money of the United States, t~o be paid to the said, the People of theState of News York or to their certain attorney or attorneys or assigns, for which payment, welland truly to be made, we bind ourselves, our successors, heirs, executors, administrators andassigns, jointly and severally, firmly by these presents.
SEALED with our seals. Dated this ................................ day of ...... ..................
in the year of our Lord one thouisand nine hundred and .................
WHEREAS the above bounden Contractor has covenianted and agreed to furnish all work,labor and services and material of every kind, and to do and perform each and every act aridthing neccs~arv and proper for the construction of a darn, gate house., reservoir and appurtenancesfor the 'Marcy Divizion of thfe Utiea State Hospital at Marcy, N. Y. in accordance with the plansand specifications for %aid work adopted by the State Hospital Commission of the State of NewYork, or in accordance with aid1 plans and epeciflcations, m the same may be altered by the properofficers or agents of the Stale of New York from time to time.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the said Contractor ...his, iLts, their successors, executor-, administrators, or assigns, or either of them shall faithfillyand completely perform said contract, then this obligation to be void, otherwise to remain in fullforce and effect. The said sure'y hereby stipulates and agrees that no change, extension, altera,-tion or revision of the terni~ of said contract or of the plans and speciflca'ions accompanying thesame shall in any way affect hi.#, their, its obligation on this bond.
.. ........ ..... ................ ...... ..... (seal)
. ................-. ......-..... (SeW)
.... . ........................... . ............ ......... l)
FAITHFUL PERFORMANCE BOND
(Acknowledgment by principal, if an individual.)
STATE OF NEW YORK,s8.:
COUNTY OF ............................)
On this ................. .day of ....................................................... ,191 ...... , before
m e personally cam e ......................................................................................................................................to me known to be the person ..... described in and who executed the foregoing instrument and....he.... acknowledged that .... he .... executed the same.
.... .................................................................. -.......... ....... .
Notary Public ................................................. County.(County Clerk's certificate to be attached.)
(Acknowledgment by principal, if a corporation.)
STATE OF NEW YORK,)
CoUWir OF ............................
On this.................................................... day of ...................................................... , 191 ...... , be fore
m e personally cam e ........................................................................................................................................
to me known, who being by me duly sworn, did depose and say that he resides in ...............
that he is the ............................................................................................ of the ..................
............................................................................................................................ the corporation described inand which executed the foregoing instrument; that .... he ... knows the seal of said corporation;that the seal affixed to said instrument is such corporate seal; that it was so affixed by authorityof the board of directors of said corporation, and that .... he .... signed his name thereto by likeauthority.
Notary Public .......... .................... County.(County Clerk's certificate to be attached.)
FAITHFUL PERFORMANCE BOND
(Acknowledgment by principal, if a corporation: when two officials execute.)
STATE OF NEW YORK,I
Coum OF ...........................On this................................................. day of .................... ............ 191 ...... , before
m e personally cam e ..............................................................................................................................to me known, who being by me duly sworn, did depose and say that he resides in .......................that heis the...... .......................... . ........................................... ............................................
....................................... .......... ............................................. the corporation described in
and which executed the foregoing instrument; that he knows the seal of said corporation; thatthe seal affixed to said instrument is such corporate seal; that it was so affixed by authority ofthe board of directors of said corporation, and that he signed his name thereto by like authority.And the said ........................................................................ further says that he is acquainted with.................. ........................................................................................................ ... and knows him to bethe .............................................................................. of said corporation; that the signature of the said............................................................................... subscribed to the said instrument, is in the genuinehandwriting of the said ..............................................................................., and was subscribed by likeauthority of the said board of directors and in the presence of him the said ......................................
Notary Public ......... ........... County.
(Acknowledgment by principal, if a firm or co-partnership.)STATE OF NEW YORK, s:
COUNTY OF ............................
O n this .................................................. day of ............................................................ , 191 ....... beforem e, the subscriber, personally appeared ......................................................................................................to me known and known to me to be the individual who executed the foregoing instrument asa m em ber of the co-partnership of ............................................................................................................who, being by me duly sworn, did depose and say, that he resides in ....................................................that he is a member of the above-named co-partnership which is composed of himself and ............
................................ ......................................................................................... w ho are all the personsinterested therein; that he executed the foregoing instrument on behalf of the said co-partnershipand as a member thereof; that he was authorized to execute the same; and he acknowledged tome that he executed the same on behalf of the said co-partnership for the purposes therein stated.
Nota............. . ................... ..... ..... ........
Notary Public..:-. ...---. county.
(County Clerk's certificate to be attached.)
FAITHFUL PERFORMANCE BOND
(Acknowledgment by Surety Company.)
STATE OF NEW. YORK, I s.
COUNTY OF ................. JOn this .................. .........................day of.................................19L....before me
personally came ........ ................----................................................................. .....
to me known, who being by inc duly sworn, did depose and say that he resides a .....
............. .......................... ;that he isthe .......................... . ... ....
of the ..................... ...........................................the corporation described in andwhich executed the foregoing insitrument; that he knows the s'tal of said corporation; that thesea) affixed to said instrument is such corporatf! seal; that it wa,; so a'llxel by authority of theboard of directors of said corporation, and that he signed his name thereto by lime authority.
Notary Public ..................... ......... ....... County.
(County Clerk's certificate to be attached.)
LABOR BOND
KNOW ALL MEN BY THESE PRESENTS
T h a t w e .. .. --- ------ - ........................................ .............................................. ...................... . . . . . . . ... ..........
C ontractor....... . ................................................................................................................
.... ............................................... .................... ueisaehl n onl n
sureties are held and jointly and
severally firmly bound unto THE PEOPLE OF THE STATE OF NEW YORK in the sum of
... .. ... . ... .... . ........ ........................................................ dollars (S .........
to be paid to the said People, their certain attorney, agent or assigns, for which payment, welland truly to be made, we jointly and severally bind ourselves and each of our successors, heirs,executors, administrators and assigns, firmly by these presents.
Sealed with our seals. Dated this ........................................ day of..........................
one thousand nine hundred and ........................................
WHEREAS the said Contractor has entered into a contract with the People of the Stateof New York whereby it, he, they, hat'r, has covenanted and agreed to furnish all labor and servicesof every kind and to do and perform each and every act and thing necessary and proper forthe construction of a dam, gate house, reservoir and appurtenances for the .Marcy Division ofthe Utica State Hospital at Marcy, N. Y., in accordance with the plans and specifications for sai lwork adopted by the State Hospital Commission of the State of New York or as the same maybe changed or altered from time to time by its duly authorized agents or officers.
TIE CONDITION of this obligation is such that if said Contractor, his, its, or their successors,executors, administrators or assigns, will well and truly pay in full at least once each month alllaborers who may be employed on the work specified in such contract, then this obligation shall bevoid, but shall otherwise remain in full force and effect.
...................................... ............... ............................ (Seal)
S....... ...................... (Seal)
S............. ..................... (SW)
ILABOR BOND
(Acknowledgment by principal, if an individual.)
STATE OF NEW YORK,88.:
COUNTr O ..................... J.......O n this ........................................................ day of ...................................................... 191 ...... , before
m e personally cam e ................................ ....................... ........................................... ................................
to me known to be the person . described in and who executed tha foregoing instrument and ....he....acknowledged that ....he.... executed the same.
............................. ...... ... ............................................... ............
Notary Public ....................... . . ....................... County.
(County Clerk's certificate to be attached.)
(Acknowledgnent by principal, if a corporation.)
STATE OF NEW YORK,
CoMT O ............................. J
On this ........................ day of ............................................... ,191 ....... before
m e personally cam e ............................. ... .. .................................... ................................................
to me known, who being by me duly sworn, did depose and say that he resides in .........................
........ ........................... ............................................ ............................................ :.................. ...... ... ................
that he is the ......................................................................................... of the .......................................
............................................... .............. the corporation described in
and which executed the foregoing instrument; that he knows the seal of said corporation; that
the seal affixed to said instrument is such corporate seal; that it was so affixed by authority of
the board of directors of said corporation, and that he signed his nars thereto by like authority.
Notary Public ......................................................... County.
(County Clerk's certificate to be attached.)
II
LABOR BOND(Acknowledgment by principal, if a corporation; when two officials execute.)
STATE OF NEW YORK,
COUNt OF ............................. JI On this ................................................ day of ........................ ,191 ...... , beforem e personally cam e. .......................................................................................................................................to me known, who being by me duly sworn, did depose and say that he resides in .. .........................thath e is the................ . . ............................. ......................................... . ................. ............ ..................... .................. ................ ...... ...... ....... ..... . . . ..... ................ the corporation described inand which executed the foregoing instrument; that he knows the seal of said corporation; thatthe seal affixed to said instrument is such corporate seal; that it was so affixed by authority ofthe board of directors of said corporation, and that he signed his name thereto by like authority.And the said. ........................................... further says tbat he is acquainted with....................... and knows him to bethe ........................................................................... of said corporation; that the signature of the said
............. .... ............................................... .......... , subscribed to the said instrum ent, is in the genuine
,handwriting of the said- ....................................... ......................... ....... , and was subscribed by likeauthority of the sid board of directors and in the presence of him the said ..................................
~....................................................................................................
Notary Public ........................ County.
(Acknowledgment by principal, if a firm or co-partnership.)STATE OF NEW YORK,j
COUNTY OF .......................
O n this .................................................... day of .......... ....................... . ....... . 191 ...... , beforem e, the subscriber, personally appeared.----_... . .............-. .............-.......................................................-to me known and known to me to be the individual who executed the foregoing instrument asa m em ber of the co-partnership of .................................................. ................ . ..............................who, being by me duly sworn, did depose and say, that he resides in- .............................
that he is a member of the above-named co-partnership which is composed of himself and.............................................................................. ............................................... w ho are all the personsinterested therein; that he executed the foregoing instrument on behalf of the said co-partnershipand as a member thereof; that he was authorized to execute the same; and he acknowledged tome that he executed the same on behalf of the said co-partnership for the purposes there'n stated.
Notary Public ..................................... County.(County Clerk's certificate to be attached.)
III
'A.-
LABOR BOND
(Acknowledgment by Surety Company.)
STATE OF NEW YORK, 8fss.:
COUNTY OF ...........................
On this ........................ dav of ......................... , 191 ..... , before
m e p erso na lly ca m e ..................................................................... ..................................... .....................
to me known, who being by me duly sworn, did depose and say that he reside- in ........................
...................................................................... ; that he is the ....... ..................................................
of the .. ....................... .......... ...... .............. ............ ............... the corporation described in andwhich executed the foregoing instrument; that he knows the seal of said corporation; that theseal affixed to sail instrument is such corporate seal; that it was so affixed by authority of theboard of directors of said corporation, and that he signed his name thereto by like authority.
Notary Public .................................................... County.(County Clerk's certificate to be attached.)
Id
i'A
LABOR BOND
* STATE OF NEW YORK,ss. :
COUNTY OP ..............................
an d- ............................................................................................. of .................................................................
in the County of ............................................................. sureties in the within bond, being duly andseverally sworn each for himself saith, that he is a freeholder of said County, and is worththe sum set opposite his name, and upwards, over and above all debtF and liabilities enteredinto or incurred, to wit:
............... ... ......... thousand dollars;
.......... ... ............... ...... .. ..... ...................... ......................... ......................... . _._thousand dollars;
....................... .............-........ thousand dollars;
Subscribed and sworn to before me,by the several persons named inpreceding affidavit, this .............
.......... day of
191 ....
(County Clerk's certificate to be attached.)
-- ~~ L
The foregoing cotarac and bonds arc hereby approved asto form and execution.
..... .... ...* 191.
Attorney-General.
The foregoing bond is hereby approved as to character and sufficiency.4
... .. ... .. ... .. ..1...1 .. ....
State Hospital Comniisw.-in
Purs;uant to the provisions of Chapter 342, Law., of 1913, 1 hereby approve tile foregoingcontract.
Compiroller./
APPENDIX G
DRAWINGS
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