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Home My WebLink AboutDrain Layers Permits 2701 Tamarack Avenu 1400031 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LAYER PERMIT DATE: 00/11/2014 GIS ID: 89302701 ; x r t 3t MUNIS APPLICATION# 201401277 FEE: 60.00� ra r �' ��5 EXPIRATION DATE: 10/1 l/20I4 x° # 5 APPLICAx OC�rATIO *T L— NAME: CENTRAL CT PIPEFTTRTAMARACK AVENUE ADDRESS: 98 WHITEWOOD DTI F ,1 OWNER s- VEN WALK LLC ROCKY HILL, CT 0 ( �I09 ROSE LANE 01M tYiG 2 PHONE " Y A BEACH, 23451 ^s- C # ''..� Vffini� ��ii fo WORK DESCRIPTION: NEWS U4� ( TIN s s 5,y 4s Y THE DRAIN LAYER ASSIGNED TO THI ,EISI�BIAS AfiUAIIICISE�ISSUE BYTIE STATE AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET FOR IN T�'AI;HI;1S°COIDI [pNB' ALL CORK SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDA S,A,L OSH1a ItI;Q1,IIRI;M D TEE ATTACHED CONDITIONS. ISSUED BY DATE INSPECTED I 9I11/2014 8:40 AM NSPECTED BY f a , a 5y } � s", s Xyiiow 4 TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: 1!,Y 00031 CONTRACTOR: CeyyrtGk LOCATION: f71c� van c2i C!}c:1C. �VY�Y1`).O TYPE OF WORK: tQe W Sp to_o ti.. co n nie(. n DATE INSP NEEDED: DATE INSP: INSPECTED BY: R_b WORK IN PROGRESS:_ �C�...b CC ! U` s- 1psl T �(7�"'� p LJ l 1i/! T fJ.yt�► sc;[," jvs"!; 1 .de) .1�{ /'a CrA L)) C�!2t=e,� 1& �,a i e'_i e.� �,,1 G.s t- A It s A,.ru� CL�''�rJ'Ll.+'A `G)L+.un r 6' %e O /^ta O HIV IJVG�/ 6 "jup-c 4- SG/i FLip C SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO AS-BUILT: INPUT: C DATE: I S/molloy/forms 2014 Town of South Windsor INPSECrION REPORT 14 APPLICATION FOR DRAIN LAYER PERMIT TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT FEE $60.00 Location of proposed work: 16 1 I ' v Lot # Street No. Street Name Premises ow n ned by: -i.I� 61-e C e �t,�► Name of Firm: �1�°>;�f C Phone: F . Address of Firm: r fit ' P TYPE OF WORK: Lay House Drain ; Repair House Drain ; Lay Main ; Lay Lateral for Commercial/Industrial Building of acres Connection will be made with r' Existing Water Supply: Public Water Well Proposed Start Date dIL Estimated time for completion 2- W � ALL WORK TO BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR STANDARDS, ALL OSHA REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT Permit_is to be issued to �,t � �-�� • "h the holder of Drain Layer's License No. Tga 2 �"71!''4- Only holders of P-1, P-7 or Wr9 licenses will be issued a permit. PERMIT WILL EXPIRE THIRTY(30) DAYS AFTER DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms and conditions set forth in the permit and attached thereto. Applicant has received Town Street Excavation Permit No. and/or ConnDOT Permit No. CBYD No. 2,0 0 -.3 , Signed: Print Name: `? 5 � Licensed Drain Layer Dater ko , I standard Forms\Permits\APPLICATION FOR DRAIN LAYERS PERMrr.doc FUSS&O'NEILL MEMORANDUM FROM; Phil Forzley,PE DATE; September 12,2014 RE; Operating Pressure E-one Pump Station 1.5"Connecting Force Main 2701 Tamarack Avenue Project No.2000481.W3X TDH—86 ft - Pressure= 86 ft x 62.4 lbs/ft2 x 1 ft2/144 in= 37 PSI Per Kurt Mailman,PE,the use safety factor 1.5 Engineer test at 56 PSI - Do not test against check valves or pump system components. - South Windsor force main testing requirements PSI x 2 recommend test at 80 PSI DocumentlO ADS POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATIONS SCOPE This specification describes ADS Potable Water Service Tubing(CTS) pipf$760%6se in potable water service applications. PIPE REQUIREMENTS ADS potable water service tubing shall meet the requirements of ASTM D2737;AWWA C901 and NSF Standards 14 and 61.Pipe dimensions shall meet CopperTubing Size(CTS)standards. MATERIAL PROPERTIES . Tubing material shall be high-density,polyethylene conforming with the minimum requirements = - of cell classification 345464E As defined and described in ASTM D3350.The resin shall have ,r a material designation code of PE3608(formerly PE3408)by the Plastic Pipe Institute. r£ DISINFECTION/MAINTENANCE : The active chlorine content of disinfecting solutions shall not exceed 12%.All disinfecting.S()lution must be flushed from all lines within the system.Industry accepted procedures,like AWIJAWWA ' C651 Disinfecting Water Mains,should be followed for both new and repaired potable water Imes INSTALLATION Installation is similar to other flexible tubing/pipe products.Methods including direct:6:u.r_jr; wt.2 plowing or pulling are applicable per local,state or federal guidelines for the applicatlon:.: ..;;:,,;. `. w SDR 9{20t1 plsq-$�OS`GTS, 2PY 41 0.01 L Z71, 905M 1x¢2tine,+* 0.097 +0.01 0.125 '+0.012 0.153 +0.015 0.181 +0.018 0.236+0.024 (2.5 +0.25) (3.2 +0.30) (3.9 +0.38) (4.6 +0.46) (6.0 +0.61) JQi'i t 2 Yx S T p 1 h 46 ±2 78 i:3 125 ±4 162 ±4 275 ±5 (151 ±7) (256 ±10) (410 ±13) (531 ±13) (902 ±16) ;z f For more Information on ADS CTS pipe and other ADS products,please contact our Customer Service Representatires.at 1=8007821-4710 ADS'Terms and Conditions of Safe"are available on the ADS Website,,WmT.ads•pipe.c0m The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems,Inc. ®2010 Advanced Drainage Systems,Inc.(Ab300410)#1b666 07/10 . Advanced Drainage The fName in Drainage I Trueman Blvd.,Hilliard,OH 43026CPPA :II t Ewww-ads-plpe.coin ADS POTABLE WATER SERVICE TUBING (CTS) J �� x I - K ADS Potable water service tubing(CTS)is a leader in today's potable I f d water service market. Its flexibility and durability distinguish it from the competition and make it ideal for a variety of applications. x `s t;. xa3xi ADS CTS tubing is strong and resistant to many common causes of; damage such as vibrations, surface loads and pressure surges. y APPLICATIONS: ° Residential & Commercial Water Service ,{ Well/Pump Water Systems Municipal Service Lines Farm& Ranch Water Systems FEATURES; • Material conforms to ASTM D3350 requirements'.k • Certified to meet NSF 14/61 standard • Durable plastic material stands the test of time • Flexibility makes it ideal for a variety of projects • Strength withstands weather and the human elem • Incremental footage markers printed every 2 feefs throughout each coil length • Light weight • Chemically resistant ` • Consistent outside diameter regardless of wall thickne� ; ,�r• or pressure rating BENEFITS: • Resistant to rot or corrosion • Fast and easy to install • Easy installation provides cost-efficiency , • Flexible lengths can be installed in uneven terrain '. • Available in many lengths ADS Service:ADS representatives are committed to providing you with the answers to all your questions,including specifications, and installation and more. r �4. �The °=in - / Drainage 4.7 TESTING PRESSURE SEWER PIPELINES There is no published standard method for testing pressure sewer pipelines. However, since they are in the same size range and operate in about the same range of pressures, many engineers have adopted the American Waterworks Association (AWWA) standard for water mains as an appropriate substitute. The method uses water under pressure in a line free of air and sets limits for leakage per hour as a function of length of test section, nominal diameter of pipe and test pressure. Generally, a test pressure of 150 percent of rated working pressure is recom- mended for a period of two hours. In the case of an E/One sewer system rated at 90 psi, the test pressure would be 1.5 x 90 = 135 psig. Our equip- ment and the typical plastic*pipe used in LPS (SDR-21 and SDR-26 PVC or SIDR-11 HDPE)will have no problem withstanding this test condition. Note: Testing must be done against closed discharge valves (in stations) or ;y closed curb stops. Testing against check valves will yield.erroneous results. The allowable leakage according to this standard for two typical pressure sewer conditions are given: Test Pressure Diameter Length Max. Leakage psig inch feet gallons/hour cups/hour 135 2 1,000 0.17 2 135 6 5,000 2.62 37 The standard is designated Installation of Ductile Iran Water Mains and Their Appurtenances(ANSI/AWWA C600-87) and can be purchased from: American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 Procedural Note:The details of procedure and equipment, like other elements of construction practice, are the sole responsibility of the contractor. Inputs from the engineer or manufacturer on such matters are purely advisory. Warning Note: Air must not be substituted for water as the test medium! Since it is compressible, air in this pressure range, if released suddenly, will expand with potentially deadly, explosive—like force. 4-10