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BORED AND JACKED PER
WARREN COUNTY DPW
STANDARD REQUIREMENTS
SEE DETAILS
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PERCOL A TION TEST INFORMA TION
TEST PIT INFORMA TION
TEST # STABILIZED PERCOLATION RATE E-4
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#1 0-11" TOPSOIL co 1D
11-18" LOAMY FINE SAND 1 0 MIN. 44 SEC. o
18-32" COARSE SAND 2 1 MIN. 03 SEC. 9
32-68" GRAVEL WITH COBBLES 1 1 MIN OJ SEC
4 1 MIN, 49 SEC. 4
#2 0-11- TOPSOIL 5 1 MIN JJ SEC
11-25" GRAVELLY LOAM 6 o MIN. 48 SEC. 0
,I
7 0 MIN. 43 SEC. SITE NOTE Z F-4
25-74 GRA VEL 8 0 MIN. 50 SEC. LEGEND 04 F-4 0
#3 0-9" TOPSOIL 9 0 MIN 39 SEC 1. EVIDENCE OF EXISTING UTILITIES 15 INDICATE]) FOR THE u
,E5PON5IBILIYT SOIL TEST PIT LOCATION TION THESE PLANS ARE APPROVED FOR
9-24" LOAMY SAND 10 2 MIN. 14 SEC. CONVENIENCE OF THE CONTRACTOR. IT 15 THE 50LE P DISTRIBUTION 11 1 MIN. 03 SEC. OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF CONSTRUCTION OF THE WATER DI
24-43" COARSE SAND ALL UTILITIES WITH THE UTILITY OWNERS. EXIS77NG GRADE CONTOUR SYSTEM -A Copy MUST BE ON SITE DUR:NG cr
4J-82" VERY COARSE SAND CONSTRUCTION WORK
MOTTLING AT 82" PERCOLA 77ON TEST BY 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT NOTE FINISH GRADE CONTOUR ANY CHANGES OR DEVIJTIONS BE
WA__
MENT,
VAN DUSEN & SIEVES ON 411810.3 ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE NEW DRYWELLS W/ EQUALIZA 77ON PIPE APPRqV�D BY THE _R C A
#4 0-11" TOPSOIL AND CONSTRUCTION. WITH THE DE51GN + CONSTRUCTION STANDARDS OF THE
11-19" LOAMY SAND 3. THE CONTRACTOR E55 TOWN OF QUEEN55URY WATER DEPARTMENT, CONTACT THE NEW 8" PERF HDPE & INFILTRATION TRENCH
19-59" COARSE SAND W/ SOME MED. SAND SMALL DISPOSE OF ALL DEBRIS AND EXC WATER DEPARTMENT PRIOR TO COMMENCING ANY Detw.APFl_115� 2DO3
59-71 VERY COARSE SAND MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. CONSTRUCTION Of WATER UTILITIES. NEW FIRE HYDRANT / VALVE CLASS 52 CLDIP MEETING AWWA SPEC. C150 & C151.
-4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES PUSH-ON JOINTS COMPLYING W1 AWWA Cl 11 Pavworw
#5 0-10- TOPSOIL
Of ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK, —w— NEW 6 CLDIP WATER MAIN FITTINGS TO BE MJ COMPLYING W/ AWWA C110 1 6/3/03 ENGIR FEV
10-21 GRAVELLY LOAM ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY PIPE: LEAKAGE TESTING + D15IN3=ECTING A NEW 6" WATER MAIN VALVE INSTALLATION To BE IN COMPLYANCE W/ AWWA C600 2 BOARD OOMMENTS
21-73" GRAVEL BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RE50LUTION
#6 0-11- TOPSOIL BEFORE PROCEEDING WITH THE WORK. WATER MAINS SMALL BE WATER TESTED IN ACCORDANGE WITH AWWA CGOO PROPOSED INDIWDUAL SUBSURFACE 3 8/4103 NYSDOH OOMMENTS
11-29" LOAMY FINE SAND -q3-SECTION 4. AT 1.5 TIMES DE51GN WORKING PPE55URE FOR A MINIMUM PERIOD SEWAGE DISPOSAL SYSTEM INCLUDING
29-80" GRAVEL 5. THERE ARE NO KNOWN DRINKING WATER SUPPLY WELLS WITHIN Of 4 HOURS. LEAKAGE SHALL NOT EXGEED THE LIMITS SET BY AWWA GGOO. 507. REPLACEMENT FIELD
200 FEET OF THIS PROPERTY. WATER MAIN SMALL BE FLUSHED AND DISINFECTED IN ACCORDANCE
WITH NEW YORK STATE DOH STANDARDS AND AWWA C;G51-92 PRIOR I
TEST PITS BY CHARLES H. MAINE ON 114103 G. THE WATER SUPPLY AND D5TRIBUTION SYSTEM SHALL MAINTAIN TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION
WITNESSED BY GLENN BRUSO, NYSDOH A MINIMUM PRE55URE OF 20 P51 AT THE FIRST FLOOR LEVEL Of ALL HOUSES WITHIN THE SUBDIVISION. OONITAINTED IN AWWA-C-651 MUST NOT BE USED. uv STATE DVARTOR OF UnTp scajo lr"w
Im
DATUM = U.S.G.S. olaS p" DISTRICT SURVEY DWG. NO. 02333
CONTOUR INTERVAL = 2 FEET fora data Wd 6446"r4t
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I�AGE W�) _
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cAf�,yj m� uARK,'6LEi`d Sheet 3 of 7
315-1-10 03 OC'l --1 lI. 1: D4 ENGR. DWG. NO. 4G17G-3 - SURVEY DWG. NO.DGlq