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2012-210
011111h, TOWN OF QUEENSBURY F.00 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120210 Date Issued: Wednesday, January 28, 2015 This is to certify that work requested to be done as shown by Permit Number P20120210 has been completed. Location: 352 SHERMAN Ave Tax Map Number: 523400-309-005-0001-004-000-0000 Owner: NIAGARA MOHAWK POWER CORP. Applicant: NIAGARA MOHAWK POWER CORP. This structure may be occupied as a: Commercial / Industrial Unheated By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property f is Taj owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. ik TOWN OF QUEENSBURY '� 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120210 Application Number: A20120210 Tax Map No: 523400-309-005-0001-004-000-0000 Permission is hereby granted to: NIAGARA MOHAWK POWER CORP. For property located at: 352 SHERMAN Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: NIAGARA MOHAWK POWER COR Commercial/Industrial Unheatet $250,000.00 REAL ESTATE TAX CORP. 300 ERIE BOULEVARD WEST Total Value $250,000.00 SYRACUSE,NY 13202-0000 Contractor or Builder's Name /Address Electrical Inspection Agency NICHOLAS SPAGNOLETTI NY 12804-0000 Plans&Specifications BP 2012-210 Niagara Mohawk Power d/b/a National Grid -RENEWED 12/10/2013 Ogdenbrook Substation; this permit for new foundations only and fence line moved to accommodate foundations; total of 825.25 sq. ft. one 42 ft. by 12.25 ft.=514.50 sq. ft. ; two 3 ft. by 3 ft.=9 sq. ft round for a total of 18 sq. ft.; one 17.5 ft. by 8.5 ft. = 148.75 sq. ft.; one 18 ft. by 8 ft. = 144 sq. ft. $82.52 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 26,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Thursday,July 26,2012 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement I • st"."..1-4010 OFFICE USE ONLY /,,ll TAX MAP NO. PERMIT NO. O/� --�/C� ARECREATION 2'21 07 20'2FEES: PERMIT ENGINEERING U (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING-I PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. Q �y.•fa_ o(,,Q�,;k I1Dco.rc� mohcu.,k (do r C�e,atfog. 0 APPLICANT/BUILDER: 1-10..11`rv- GajewSk11Sr. g.E. eee. OWNER: Co -poroji oh d/7/& o h 10-i ADDRESS: II 25 5rocz.dIa. 0119(141y, Ny I ZZO� ADDRESS: Soo Erie Olvd.U.;e51-1 rcZcc6-e ts1L/ PHONE NOS. 518 -433 - 135 21-1 PHONE NOS. 3z02_ Ni chol�5 599Y1 01-e-111 CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: Proyc:- f Ictraier PHONE: 015--55`)-75o LOCATION OF PROPERTY: Gyienbroc� Su'b51-cCh OY' , 352 ()peeermc HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 1E NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THATLL APPLY TO YOUR z F- O cn cwn w PROJECT O ¢ O O O ~ _ w Sw ¢ , U ui Z Q < i- U) NU) Ou Ou_ CL SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER X ')J Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 12-50, C O FUEL TYPE: HEAT TYPE: *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: C-I—f ARE THERE WETLANDS ON THIS SITE? N P IS THIS A HISTORIC SITE? lV Q cu'ta 0,401 ±Yv�-,5 ,?r✓r+�r 5‘..0-H•(„In_ t�v+r) PROPOSED USE OF BUILDING OR ADDITION: «,'sth-;h„+i`av, - �Z..o( �o�:c` - bet, t- J ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NS Q • ARE THERE EASEMENTS ON PROPERTY? NI 0 *Please complete a separate Application for"Fuel Burning Appliances&Chimneys”available in our office • I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. • I have read and agree to the above. 1 17 k LC.w tt Signed ! �1�..c2...,2,,-.�..' 5k-. �� a E51-0,A 2y,--tsC� Ch\r( J Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDIN 8tDE APPROVAL ZONING APPROVAL —) n / L DAT t DATE • QUESTIONS 7 CALL 761-8256 OR EMAIL codes(dqueensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 gi MEMORANDUM OF INSURANCE March 16,2012 This Memorandum is issued as a matter of information only to authorized viewers for their internal use only and confers no rights upon any viewer of this Memorandum. This Memorandum does not amend,extend or alter the coverage described below. Any other use,duplication or distribution of this Memorandum without the consent of National Grid is prohibited. The information contained herein is as of the date referred to above. National Grid shall be under no obligation to update such information. Producer Companies Affording Coverage Company A Self-Insured Company B Associated Electric&Gas Ins Services Ltd. Company C National Grid Insurance Co.Ltd. Company D Liberty Insurance Corporation Insured Company National Grid USA and its Subsidiaries which include,but are not limited to:Granite State,Massachusetts Electric,Nantucket Electric, Company Niagara Mohawk,Narragansett Electric,National Grid Service Co., KeySpan Corporation including but not limited to its regulated subsidiaries(eff.8/24/07),collectively"National Grid" Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated,notwithstanding any requirement,term or condition of any contract or other document with respect to which this memorandum may be issued or may pertain,the insurance afforded by the polices described herein is subject to all the terms,exclusions and conditions of such policies. Limits shown may_have been reduced by paid claims. • Co Type of Insurance Policy Number Effective Limits of Liability Ltr Expiration A General Liability Self-Insured 04/01/2012 Each Occurrence $3,000,000 ®Commercial General Liability 04/01/2013 Fire Damage $ ❑Claims Made ®Occurrence Medical Expense $ ❑Owners'&Contractors'Prot Pers.And Adv Injury $ General Aggregate Limit applies General Aggregate $ per: Products Comp/Op Aggregate $ ❑Policy❑Project❑Location A Automobile Liability Self-Insured 04/01/2012 Combined Single Limit $3,000,000 ❑Any Automobile 04/01/2013 Bodily Injury(per person) $ ®All Owned Automobiles Bodily Injury(per accident) $ ❑Scheduled Automobiles Property Damage(per accident) $ ®Hired Automobiles Comprehensive $ ®Non-owned Automobiles B Excess Liability XL5088701P 04/01/2012 Each Occurrence $10,000,000 ®Occurrence 0 Claims Made04/01/2013 Aggregate $ Workers Compensation and ❑WC Statutory Limit employers liability ❑Other EL Each Accident Proprietors/Partners/ 0 incl EL Disease—policy limit Executive Officers are ❑excl EL Disease—each employee Other SIR WC Limit EL Limit D Excess Workers'Compensation EW7-621-004536-511(MA,NH,NY,RI) 07/01/2011 $1M Statutory $1M 07/01/2012 C All Risk Property NG/PD/BI/12/001 04/01/2012 $1.5M for Distribution;$7.5M for Transmission- 04/01/2013 excluding transformers.Replacement cost coverage applies.Blanket coverage limit in excess of$10M; Excludes coverage for generation. Description of Operations/Locations/Vehicles/Special Items Commercial General Liability&Excess Liability Insurance-Additional Insured status is automatic for any person,company,or organization where a National Grid Company is required by a written contract or a written agreement to add such person,company,or organization as an additional insured on our liability policy,but only with respect to liability arising out of National Grid's premises or utility operations. Waiver of Subrogation is permitted as required by an executed written agreement with National Grid,and in accordance with the terms,conditions,and exclusions of the applicable policies. Auto Comprehensive and Collision Coverage is self-insured by National Grid for all vehicles. Evidence of Property Insurance: Any party which the National Grid is contractually required to include as a Loss Payee,or Mortgagee is granted such status under this policy as such interest may appear. Coverage under the policy applies only if such notice has been given and to the extent of the coverage required by such contractual requirement and for the limits of liability specified in such contractual requirement,if any,but in no event for insurance not afforded by the policy nor for limits of liability in excess of the applicable limits of liability of the policy. Business Interruption coverage is included as part of the All Risk Property form. Please contact the Administrator for further information regarding Property coverage for the Generation assets. Please contact the Administrator for further information regarding and insurance coverage for KeySpan's unregulated businesses. The existence of more than one insured,Additional Insured or other interests shall not serve to increase the limits of liability of the policy. The Memorandum of Insurance serves solely to list insurance policies,limits and dates of coverage. Any modifications hereto are not authorized. 1 : : STATE OF NEW YORK °'� .t WORKERS' COMPENSATION BOARD * _ �y �- a SELF-INSURANCE OFFICE '`: I `" " 20 PARK STREET- ROOM 206 ` ' -iiYi,foio4 ALBANY, NY 12207 Office of the Secretary 1, Sandra M. Olson , Secretary to the Workers'Compensation Board of the State of New York, DO HEREBY CERTIFY, that Niagara Mohwak Power Corporation dba National Grid FEIN 15-0265555 has secured compensation to its employees as a self-insurer in the following manner: x Pursuant to Section 50, subdivision 3 of the Workers' Compensation Law. Pursuant to Section 50, subdivisions 3 and 4 of the Workers' Compensation Law (County, city, village, town, school district, fire district or other political subdivision). Pursuant to Article 5 of the Workers'Compensation Law (County Self-Insurance Plan). The status of self-insurer was effective as of January 1,2004 and such status still remains in full force. 1N WITNESS WHEREOF, 1 have hereunto set my hand and affixed the seal vo'j,She Workers' Compensation Board this /9 T ay of March 2012. • STATUS CF1' i A ey ,..,, Ellis Dichter \...:� Self-Insurance Office . n� I \ , t�i ;� � hi (. C/) ----- Secretary to the Board • SI-12(5-09) THIS AGENCY EMPLOYS AND SERVES PEOPLE WITH DISABILrFIES WITHOUT DISCRIMINATION , .7",.,:.i,. .,- STATE `rte: S"1'ATE OF NEW YORK s... , '" "�-�'� WORKERS' COMPENSATION BOARD * ,A ;. " .- t SELF-INSURANCE OFFICE • . t,�:i�, k'i':.cwjIvl k42.I 20 PARK STREET- ROOM 206 • 14: • . , txi,tiALBANY, NY 12207 `r (518)402-0247 FAX(518)402-6199 COMPLIANCE WITH DISABILITY BENEFITS LAW (Pursuant To Section 220,subd.8 of the Disability Benefits Law) EMPLOYER FEDERAL EMPLOYER IDENTIFICATION NUMBER Niagara Mohawk Power Corporation 15-0265555 . LOCATION OF OPERATIONS New York State ADDRESS (HOME OR MAIN OFFICE) 100 East Old Country Road Hicksville, NY 11801 OPERATIONS TO BEGIN ON OR ABOUT: Self-Insured Status Effective: October 1, 1978 Carrier ID No.: B728509 I There are on file with the Workers' Compensation Board, documents indicating that the above-named employer has complied with the Disability Benefits Law with respect to all of his or her employees in the following manner: 0 By approved self-insurance pursuant to Section 211, subdivision 3 of the Disability Benefits Law. 0 By a combination of approved self-insurance pursuant to Section 211, subdivision 3 of the Disability Benefits Law and insurance with authorized insurance carrier(s). Date: March 20, 2012 a r v /yi' /.._:. By: \._ Ellis Dichter Ass't WC Examiner DB-155 MO) THIS AGENCY EMPLOYS$ SERVES PEOPLE WITH DISABILITIES WITHOUT DISCRIMINATION , . . , ati ATLANTIC TESTING LABORATORIES CONCRETE REPORT AT1810C-01 B-08-12 CLIENT: Pinto Construction Services PLACEMENT DATE: August 24, 2012 (Friday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: S. Wood Queensbury, NY SUPPLIER: Clemente-Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls PLACEMENT LOCATION: Pier Footings: L to R; Line A, B, E, G, 1, 2; East End Shed-2 in Front; 1 at SW Corner of Shed MIX DESIGN DATA MIX DATA OBTAINED FROM: Client Mix Designation: 1245-26 DESIGN STRENGTH AT 28 DAYS: 4500 psi PER cy: CEMENT(lbs): 553 CEMENT BRAND: Lehigh FLYASH (lbs): 97 FLYASH SOURCE: Pro Ash—Separation Technologies WATER (gals): 273 W/CM RATIO: 0.42 FINE AGG. (lbs): 1255 FINE AGG. SOURCE: Peckham Materials #1 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials #2 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials AEA (oz): 3.5 AEA BRAND: BASF MB-AE 100 WRA(oz): 26 WRA BRAND: BASF Pozzolith 322N FIELD INFORMATION At the request of James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 (pressure meter), and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) (°F) Placement(°F) (cy) (gal/cy) Fabricated 206 11:42 12:35 1:30(°) 4.3 5 90 85 11 --- 6 203 12:53 --- 3:22(b) --- -- — 85 11 --- 0 206 2:26 — 4:29(0} --- -- — 90 7 -- 0 Total Concrete Placed: 29 cy Total Concrete Tested: 11 cy Total Concrete Rejected: 0 cy LABORATORY DATA (ASTM C 39, C 511, and C 1231) Date Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pcf) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100001 150 08/31/12 7 4.02 12.69 1 55,640 4380 18100002 138 08/31/12 7 4.01 12.63 1 57,990 4590 Line A 1 &2 18100003 151 09/21/12 28 4.01 12.63 2 71,010 5620 18100004 206 151 09/21/12 28 4.02 12.69 2 70,610 5560 Line G 2 18100005 150 09/21/12 28 4.02 12.69 2 74,820 5900 18100006 (""") ( +) Hold (""") ( ) (ww) (ww) (WW) REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 08/27/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. (b) Exceeded the ASTM C 94 recommended time limit of 90 minutes from batch time. ('""")The cylinder was discarded after the 28-day cylinders met the required design strength. Mr. Ed Sullivan, representing Pinto Construction Services, was informed of all observations and test results prior to departure from the site. /-kell i Reviewed by: Date: September 24, 2012 . . , ati ATLANTIC TESTING LAB ORA TORIES CONCRETE REPORT AT1810C-02B-08-12 CLIENT: Pinto Construction Services PLACEMENT DATE: August 29, 2012 (Wednesday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: M. Fay Queensbury, NY SUPPLIER: Clemente Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls, NY PLACEMENT LOCATION: Footings: For Steel Support, East Side Mid Station MIX DESIGN DATA MIX DATA OBTAINED FROM: Client Mix Designation: 1245-26 DESIGN STRENGTH AT 28 DAYS: 4500 psi PER cy: CEMENT (lbs): 553 CEMENT BRAND: Lehigh Northeast Cement—Type I FLYASH (lbs): 97 FLYASH SOURCE: Pro Ash—Separation Technologies WATER (gals): 273 W/CM RATIO: 0.42 FINE AGG. (lbs): 1255 FINE AGG. SOURCE: Peckham Materials #1 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials #2 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials AEA(oz): 3.5 AEA BRAND: BASF MB-AE 100 WRA(oz): 26 WRA BRAND: BASF Pozzolith 322N FIELD INFORMATION At the request of James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 (pressure meter), and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) (°F) Placement(°F) (cy) (gal/cy) Fabricated 0206 3:26 4:10 4:30 4 4% 85 80 6 --- 6 Total Concrete Placed: 6 cy Total Concrete Tested: 6 cy Total Concrete Rejected: 0 cy LABORATORY DATA (ASTM C 39, C 511, and C 1231) Date Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pcf) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100007 148 09/05/12 7 4.02 12.69 2 57,700 4550 18100008 149 09/05/12 7 4.01 12.63 2 54,300 4300 18100009 0206 151 09/26/12 28 4.00 12.57 2 67,410 5360 Entire Placement 18100010 149 09/26/12 28 4.01 12.63 2 68,400 5420 18100011 150 09/26/12 28 4.02 12.69 3 71,130 5610 18100012 (ww) (ww) Hold (ww) (ww) (ww} (ww} (ww) REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 08/30/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. (""'`)The cylinder was discarded after the 28-day cylinders met the required design strength. Mr. Ed Sullivan, representing Pinto Construction Services, was informed of all observations and test results prior to departure from the site. 4L. _ ,,,,,Z____- Reviewed by: Date: September 27, 2012 . . . ati ATLANTIC TESTING LAB ORA TORIES CONCRETE REPORT AT1810C-03B-08-12 CLIENT: Pinto Construction Services PLACEMENT DATE: August 30, 2012 (Thursday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: J. Grandolfo Queensbury, NY SUPPLIER: Clemente Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls, NY PLACEMENT LOCATION: Transformer Pad MIX DESIGN DATA MIX DATA OBTAINED FROM: Client Mix Designation: 1240-26 DESIGN STRENGTH AT 28 DAYS: 4000 psi PER cy: CEMENT (lbs): 493 CEMENT BRAND: Lehigh FLYASH (lbs): 87 FLYASH SOURCE: Pro Ash—Separation Technologies WATER (gals): 261 W/CM RATIO: 0.45 FINE AGG. (lbs): 1350 FINE AGG. SOURCE: Peckham Materials #1 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials #2 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials AEA(%): n) AEA BRAND: BASF MB-AE100 WRA (oz): 23.2 WRA BRAND: BASF POZZOLITH 322N FIELD INFORMATION At the request of James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) (°F) _ Placement(°F) (cy) (gal/cy) Fabricated 195 1:29 1:50 2:25 4.5 3% 87 83 9 --- 6 Total Concrete Placed: 9 cy Total Concrete Tested: 9 cy Total Concrete Rejected: 0 cy LABORATORY DATA (ASTM C 39, C 511, and C 1231) Date Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pcf) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100013 150 09/06/12 7 4.02 12.69 2 54,520 , 4300 18100014 151 09/06/12 7 4.02 12.69 2 50,520 3980 18100015 151 09/27/12 28 4.01 12.63 2 59,570 4720 Entire Placement 18100016 195 151 09/27/12 28 4.01 12.63 2 64,500 5110 18100017 151 09/27/12 28 4.01 12.63 2 62,830 4970 18100018 (ww) (ww) Hold ()Nw) (ww) (ww) (ww) (ww) I REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 08/31/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. (I)The Air Entrainment Admixture(AEA)for the approved mix design was listed as 5.9%by volume. (ww)The cylinder was discarded after the 28-day cylinders met the required design strength. Mr. Ed Sullivan, representing Pinto Construction Services, was informed of all observations and test results prior to departure from the site. 4 L "at-rx-/---- Reviewed by: Date: October 10, 2012 ATLANTIC TESTING LABORATORIES CONCRETE REPORT AT1810C-04B-09-12 CLIENT: Pinto Construction Services PLACEMENT DATE: September 06, 2012 (Thursday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: T. Zinn Queensbury, NY SUPPLIER: Clemente Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls, NY PLACEMENT LOCATION: Switchstand Caissons (x4) MIX DESIGN DATA MIX DATA OBTAINED FROM: Client Mix Designation: 1245-26 DESIGN STRENGTH AT 28 DAYS: 4500 psi PER cy: CEMENT(lbs): 553 CEMENT BRAND: Lehigh Northeast Cement Co.—Type I FLYASH (lbs): 97 FLYASH SOURCE: Separation Technologies—Class F WATER (gals): 32.8 W/CM RATIO: 0.42 FINE AGG. (lbs): 1255 FINE AGG. SOURCE: Peckham Materials-Finch Pruyn Pit #1 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials Corp. #2 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials Corp. AEA(%): (t) AEA BRAND: BASF MB-AE 100 WRA(oz): 26.0 WRA BRAND: BASF Pozzolith 322 N FIELD INFORMATION At the request of Mr. James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 (pressure meter), and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) (°F) Placement(°F) (cy) (gal/cy) Fabricated 205 9:37 10:00 10:50 4.7 3 80 70 10.5 --- 6 Total Concrete Placed: 10.5 cy Total Concrete Tested: 10.5 cy Total Concrete Rejected: 0.0 cy LABORATORY DATA (ASTM C 39, C 511, and C 1231) Date Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pcf) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100019 149 09/13/12 7 4.01 12.63 2 58,580 4640 18100O20 149 10/04/12 28 4.01 12.63 2 71,070 5630 18100O21 205 152 10/04/12 28 3.98 12.44 2 64,830 5210 Entire Placement 18100O22 150 10/04/12 28 3.99 12.50 2 71,210 5700 18100O23 t""") (WW) Hold t" (ww) twW) tWW) (my) 18100O24 tww) t") Hold twwi tww) tw++> tww) twwi REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 09/07/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. (I)The Air Entrainment Admixture (AEA)for the approved mix design was listed as 5.6% by volume. t")The cylinder was discarded after the 28-day cylinders met the required design strength. A representative of Pinto Construction Services was informed of all observations and test results prior to departure from the site. %/e../L z- -vZ--- Reviewed by: Date: October 10, 2012 at 1 ATLANTIC TESTING LABORATORIES CONCRETE REPORT AT1810C-05B-09-12 CLIENT: Pinto Construction Services PLACEMENT DATE: September 12, 2012 (Wednesday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: P. Daunt Queensbury, NY SUPPLIER: Clemente Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls, NY PLACEMENT LOCATION: Steel Enclosed Foundation Slab MIX DESIGN DATA MIX DATA OBTAINED FROM: Client Mix Designation: 1140-26 DESIGN STRENGTH AT 28 DAYS: 4000 psi PER cy: CEMENT (lbs): 493 CEMENT BRAND: Lehigh Northeast Cement Co.–Type FLYASH (lbs): 87 FLYASH SOURCE: Separation Technologies–Class F WATER (gals): 31.3 W/CM RATIO: 0.45 FINE AGG. (lbs): 1350 FINE AGG. SOURCE: Peckham Materials- Finch Pruyn Pit #1 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials Corp. #2 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials Corp. AEA(%): °i AEA BRAND: BASF MB-AE 100 WRA(oz): 23.2 WRA BRAND: BASF Pozzolith 322 N FIELD INFORMATION At the request of Mr. James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 (pressure meter), and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) (°F) Placement(°F) (cy) (gal/cy) Fabricated 207 12:14 12:56 1:25 6.0 5(e) 85 80 10.0 — _ 6 248 12:50 1:45 2:13 5.8 4'/2(e) 86 80 10.0 — 0 Total Concrete Placed: 20.0 cy Total Concrete Tested: 20.0 cy Total Concrete Rejected: 0.0 cy LABORATORY DATA(ASTM C 39,C 511, and C 1231) Date Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pct) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100O25 145 09/19/12 7 5.98 28.09 2 100,700 3580 18100O26 146 09/19/12 7 6.01 28.37 2 92,710 3270x' Western Half Portion 18100O27 207 147 10/10/12 28 5.99 28.18 2 113,210 4020taof Foundation Slab 18100O28 146 10/10/12 28 5.98 28.09 2 112,180 3990 18100O29 147 10/10/12 28 5.98 28.09 2 118,770 4230(a) Placement 18100030 (mw) (ww) I Hold 1, tww) tww) (ww) (ww) twwj REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 09/13/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. (a)The average compressive strength meets the required project specified strength at 28-days. (e)The slump test result is not in compliance with the project specifications. t'>The Air Entrainment Admixture(AEA)for the approved mix design was listed as 5.9% by volume. t'"'°)The cylinder was discarded after the 28-day cylinders met the required design strength. Mr. Ed Sullivan, representing Pinto Construction Services, was informed of all observations and test results prior to departure from the site. y0/L te.-e--/---- Reviewed by: Date: October 24, 2012 , , at" ATLANTIC TESTING LAB ORA TORIES CONCRETE REPORT AT1810C-06B-09-12 CLIENT: Pinto Construction Services PLACEMENT DATE: September 20, 2012 (Thursday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: M. Britt Queensbury, NY SUPPLIER: Clemente Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls, NY PLACEMENT LOCATION: North Duct Bank Enclosure; Slab-on-Grade: For 5' x 5' Pad within Fenced Area MIX DESIGN DATA MIX DATA OBTAINED FROM: (") Mix Designation: 1225-26 DESIGN STRENGTH AT 28 DAYS: 2500 psi FIELD INFORMATION At the request of Mr. James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 (pressure meter), and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch ' Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) _ (°F) Placement(°F) L (cy) (gal/cy) Fabricated 215 10:38 11:17 11:30 5.4 6% 70 65 8.0 --- 6 248 11:36 -- 12:20 --- --- --- 68 8.0 --- 0 Total Concrete Placed: 16.0 cy Total Concrete Tested: 8.0 cy Total Concrete Rejected: 0.0 cy LABORATORY DATA (ASTM C 39, C 511, and C 1231) Date Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pcf) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100031 147 09/27/12 7 4.02 12.69 2 31,740 2500 18100032 147 09/27/12 7 4.02 12.69 2 33,280 2620 18100033 215 147 10/18/12 28 4.01 10.63 2 41,340 3270 North Duct Bank 18100034 149 10/18/12 28 4.01 10.63 1 40,570 3210 Enclosure 18100035 148 10/18/12 28 4.02 12.69 2 40,770 3210 18100036 t"'"') ("A") Hold ("'W) (vivo i",",) )ww) ov") REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 09/21/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. (v) An approved mix design was not available prior to placement. ("'"')The cylinder was discarded after the 28-day cylinders met the required design strength. Mr. Ed Sullivan, representing Pinto Construction Services, was informed of all observations and test results prior to departure from the site. ;„2.,„/L Reviewed by: _ Date: October 24, 2012 , , • ati ATLANTIC TESTING LABORATORIES CONCRETE REPORT AT1810C-08B-10-12 CLIENT: Pinto Construction Services PLACEMENT DATE: October 04, 2012 (Thursday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: J. Grandolfo Queensbury, NY SUPPLIER: Clemente Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls, NY PLACEMENT LOCATION: Various Sign Foundations MIX DESIGN DATA MIX DATA OBTAINED FROM: Client Mix Designation: 1245-25 DESIGN STRENGTH AT 28 DAYS: 4500 psi PER cy: CEMENT (lbs): 553 CEMENT BRAND: Lehigh Northeast Cement–Type I FLYASH (lbs): 97 FLYASH SOURCE: Pro Ash–Separation Technologies WATER (gals): 32.8 W/CM RATIO: 0.42 FINE AGG. (lbs): 1255 FINE AGG. SOURCE: Peckham Materials #1 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials #2 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials AEA(%): f0 AEA BRAND: BASF MB-AE 100 WRA (oz): 26.0 WRA BRAND: BASF Pozzolith 322N FIELD INFORMATION At the request of Mr. James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 (pressure meter), and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) (°F) Placement(°F) (cy) (gal/cy) Fabricated 215 9:43 10:25 10:35 4.5 31/4 79 72 8.0 — 6 Total Concrete Placed: 8.0 cy Total Concrete Tested: 8.0 cy Total Concrete Rejected: 0 cy LABORATORY DATA (ASTM C 39, C 511, and C 1231) Date ` Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pcf) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100037 150 10/11/12 7 4.02 12.69 5 64,850 5110 18100038 150 10/11/12 7 4.02 12.69 1 63,070 4970 18100039 215 151 11/01/12 28 4.02 12.69 1 87,490 6930 Various Sign 18100040 151 11/01/12 28 4.02 12.69 2 90,910 7160 Foundations 18100041 151 11/01/12 28 4.02 12.69 1 84,950 6690 18100042 (ww) (ww) Hold (ww) ('""") (ww) (ww) (ww) REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 10/05/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory, °The Air Entrainment Admixture(AEA)for the approved mix design was listed as 5.6% by volume. ("""')The cylinder was discarded after the 28-day cylinders met the required design strength. Mr. Ed Sullivan, representing Pinto Construction Services, was informed of all observations and test results prior to departure from the site. eitAA:itehrReviewed by: �/' Date: November 18, 2012 ati ATLANTIC TESTING LABORATORIES CONCRETE REPORT AT1810C-09B-10-12 CLIENT: Pinto Construction Services PLACEMENT DATE: October 11, 2012 (Thursday) PROJECT: Ogdenbrook Substation Expansion ATL REPRESENTATIVE: P. Daunt Queensbury, NY SUPPLIER: Clemente Latham Concrete CONTRACTOR: Pinto Construction Services PLANT LOCATION: Glens Falls, NY PLACEMENT LOCATION: Capacitor Bank Foundations MIX DESIGN DATA MIX DATA OBTAINED FROM: Client Mix Designation: 1240-26 DESIGN STRENGTH AT 28 DAYS: 4000 psi PER cy: CEMENT(lbs): 493 CEMENT BRAND: Lehigh Northeast Cement Co.—Type I FLYASH (lbs): 87 FLYASH SOURCE: Separation Technologies—Class F WATER (gals): 31.3 W/CM RATIO: 0.45 FINE AGG. (lbs): 1350 FINE AGG. SOURCE: Peckham Materials- Finch Pruyn Pit #1 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials Corp. #2 COARSE AGG. (lbs): 860 COARSE AGG. SOURCE: Peckham Materials Corp. AEA (%): (i) AEA BRAND: BASF MB-AE 100 WRA(oz): 23.2 WRA BRAND: BASF Pozzolith 322 N FIELD INFORMATION At the request of Mr. James Lyke, representing Pinto Construction Services, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31, C 143, C 172, C 231 (pressure meter), and C 1064. Concrete Air Temp. at Truck Water Added Number of Truck Batch Time Finish Air Slump Temp. the Point of Volume In Field Cylinders No. Time Sampled Time (%) (in) (°F) Placement(°F) (cy) _ (gal/cy) Fabricated 215 I 2:40 3:02 3:55 4.5 4 _ 74 60 8.0 -- 6 Total Concrete Placed: 8.0 cy Total Concrete Tested: 8.0 cy Total Concrete Rejected: 0.0 cy LABORATORY DATA (ASTM C 39, C 511, and C 1231) Date Cylinder Cylinder Fracture Total Unit Cylinder Truck Density of Age Diameter Area Type Load Load Sample Number Number (pcf) Test (days) (in) (in2) (1-6) (lbs) (psi) Location 18100043 149 10/18/12 7 4.02 12.69 2 52,020 4100 18100044 149 10/18/12 7 4.01 12.63 2 52,180 4130 18100045 215 150 11/08/12 28 4.01 12.63 2 64,100 5080 Entire Placement 18100046 150 11/08/12 28 4.01 12.63 2 66,500 5270 18100047_ 151 11/08/12 28 4.01 12.63 2 61,390 4860 18100048 (ww) (ww) Hold (ww) (ww) (ww) (ww) (ww) REMARKS The initial curing was performed in insulated boxes and the cylinders were covered with removable plastic lids. The final curing was performed in tanks filled with lime saturated water. Cylinders were received on 10/12/12. Densities are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. D1 The Air Entrainment Admixture (AEA)for the approved mix design was listed as 5.9% by volume. ("'")The cylinder was discarded after the 28-day cylinders met the required design strength. Mr. Ed Sullivan, representing Pinto Construction Services,was informed of all observations and test results prior to departure from the site. Reviewed by: l/' Date: November 18, 2012 z O F- Y o_ O O U F� J <M z to oz av W o QC z \ ZO o I 3NII HOiWi z _ v 1011LU I U '1 o�y �r1 S _ v 1 , w 1 ti Z O H �Y o O O o" Qmmz Z Io O:z H W o Q o z Z C-D a O O CL Z U7\ \ cu\ E >S �K 4 EE \ \ '14,414tg qq -_ o0 0 1 \ aaaaaEwaa a l S 3NIl HoltlW, w w LLMgggggzzzzz zz Dim z ry ryv."I�, yoB S 3nl60,�3nv89 a iw ° -Tot.i cf Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: 1l Name: cSccT .sA opl Ca‘nC406 geoc�V/ Inspected on: ( —Z Location: 35Z- UPPcV_. ,4 AEe_t'►fk6 FWE Arrive: ��.m p.m. Permit No.: I Z -- Z Inspector's Initials: i COMMENTS Y N NA Chimney!"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior!Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap!Water Temperature 110 Degrees Maximum Boiler!Furnace Enclosure 1 hour or Fire Extinguishing System /7) Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site ` Oil Furnace Shut Off at Entrance to Furnace Area / Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete l Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage!Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or CoolerCid Building Access All Sides by 20'/Drivable Surface 20'wide ) `)1 O Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection_11 27 12 Town of Queensbury Building &Code Enforcement k _a 73 Office No. (518)761-8256 tv 1C!tc:"J 6QR G D Commercial Final Inspection Report Co • Inspection request received: Name: 1 -)Ce=:ct‘ ‘-r c—tc4 Inspected on: —L:moi J� Location: J 5 S'c1P_rMa p Arrive: �:�"' - Permit No.: / 49,-, I I, Inspector's Initials: • COMMENTS Y ;4)NA Chimney/"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ,. Y L ._a Lo✓/ki Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior!Exterior Guardrails 42 inch Platform/Decks Interior!Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch-38 inch/Step tsers 7"!Treads 11" Vestibules For Exit doors>3000 s . All Doors 36 inch w/Lever Handl /Panic Hardware, if required -,-fC-j Exits At Grade Or Platform 36" )x 44"(I)/Canopy or Equiv. � �� iE Gas Valve Shut-off Exposed& egulator(18")Above Grade t (:), ` �.bV _l_1‘,1) Floor Bathroom Watertight/Other dot:s'Okay=-- 0 O� M"r(scr , Relief Valve,Heat Trap I Water Temperature 110 Degree aximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing Syste Fresh Air Supply for Occupancy I Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors >100/ > 1000 sq.ft. 3/4 Hour Corridor Doors&Closers _ Firewalls!Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers!Fir' Doors — *E-t.n 'C VA-. - Ceiling Fire Stopping,3,000 sq.ft.Wood Frame 5V-ca A‘_._ ‘ bV-��l3�t.-. Attic Access 30"x 20"x 30"(h),Crawl Space Access 18;x 24" ((��`�-`-�' Smoke Vents Or Fan, if required R ©Q---VA {(-.`1ULN2& Elevator Operation and Signage!Shaft Sealed -A-----5\--1 �1 Handicapped Bathroom Grab Bars/Sinks/Toilets l Mirrors l Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch, Checkout 36 inch kS E iE D e L _____ Handicapped Ramp 1 Handrails Continuous/12 inch Beyond [Both sides] t Active Listening System and Signage Assembly Space 0G\i.--E.�J \�-V Final Electrical/Flex Gas Piping Bonded �,� ,�T� Site Plan/Variance required I � Final Survey, New Structure/Flood:.plain certification,if req. b\€ Q 0 As-built Septic System Layout R4aired or On File b1�% Building Number or Tenant AdrJffsss on Building or Driveway 4" ppt..... \---------- Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent 0/0 Okay To Issue C/C Commercial Final Inspection_11 27 12