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2005-093
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 (zt Community Development- Building &Codes (518) 761-8256 CERTIFICATE C-)AF COMPLIANCE Permit Number. P20050093 Date Issued: Thursday, December 14, 2006 This is to certify that work requested to be done as shown by Permit Number P20050093 has been completed. Tax Map Number. 523400-301-008-0001-03 1-000-0000 Location: 333 AVIATION Rd Owner. EXECUTIVE PARK WEST LLC Applicant: EXECUTIVE PARK WEST LLC This structure may be occupied as a: Demolition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, r: Variance, or other issues and conditions as a result of approvals by the Director of Building&CodY Enfo ment Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050093 Application Number: A20050093 Tax Map No: 523400-301-008-0001-031-000-0000 Permission is hereby granted to: FXF,C 1JTIVR PARK WF,ST I,I.C', For property located at: 333 AVIATION Rd 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. Tyne of Construction Value Owner Address: EXECUTIVE PARK WEST LLC Demolition 395 BAY Rd Total Value QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-093 DEMOLITION OF BUSINESS $20.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, March 16, 2006 (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 Tow of Qu nsbu zrfor ay, March 16, 2005 SIGNED BY the Town of Queensbury. Director of Building&Code Enforcement 1W Pern-iit No. a-C`� F_-application for Demolition Permit== Fee Paid Building&Codes Office-Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 RECEIVED Notes: Instructions/Requirements fora permit:Fill in all applicable spaces and submit two(2)plot plans,drawn to scaFeAav2nAo20Zdarics with dimensions and adjacent roads/streets. Show all existing structures on the property and indicate which are to be demolished. Indicate on the plot plan the location of all utilities. TOWN OF C UEENSBURY 1. ZONING OFFICE A 1 N �n 166 '�_ P,eit~,�atn� T rws .r�Sitble fA�t`,W 1 t.1A A, �o W Lo 13ci<S ( fit-`( Rb 4-a ()A-`+ RO +4� 1 lnca PC) 41,i} nRIVE Fay Phan �1 Lt� -owl— l 7 t-{ ( 1, 2. Location of demolition: -�3 t I v kT1UfU 3. Tax Map No. CD ,Egg- I- 4. Where will demolition material be disposed or. �O l 1(= °( -I->)M r St j c 5. Asbestos Information <> A copy of Asbestos Removal Report must be filed with our office before demolition begins. a_ Is there any asbestos within the building to be demolished? El Yes fK No If YES, our office needs the following information: ^"`` b. Name of firm removing asbestos: C. License number of firm: d. Indicate location where asbestos material will be disposed 6. Structure Information a. Indicate which structure(s)will be demolished: QResidence; ❑garage; ❑storage building; business; ❑other b. Size of structure: _ I(v In ft.by C7 ft. C. Number of stories d. Foundation type: ❑full cellar; []crawl space; ( lab e. Foundation: QC will be removed; nwill not be removed f. Structure(s): Rwill be replaced; ❑will not be replaced 7. Utilities Information Indicate utilities for this structure: Rgas Nelectric ❑propane ❑onsite well-water pump ublic water (public sewer Have you notified the Town Water Dept, for public water and public sewer disonnect? , Yes ❑No Have all utilities been disconnected? 'OYes RNo Signature of Applicant: — XU&_1I- Dater �c� IRWIN Application No.(Office Use Only) Project Location: 1 All 00 g§^0 Tag Map ID: 0% Zone Classification: lac-lo Compliance with Zoning Ordinance Section: - - 030 Detailed Description of Project: (include current& proposed use): Var-6 104 or- MAtAb MASarAl Otatl0i46rS CLO�tA U P -t- A0PAQ1 a Er OF SrT>: fD e- Or q A00 FO S510+'�ioL ©t' 1C t3U 1XJ1�Et/S Modification to existing Site Plan, Yes: No: ✓ (If so,indicate Site Plan No.&approval date) Square Footage of proposed structure: 12hWO - IN -MM B.A1La01V-*S Applicant: - -t M f L. WIA1 > Address: A_aIv_ A10 Home Phone: Work Phone/Fax: �q3 -2l03 1q2- 71-L'o Applicant's Agent: 106i 'Tt Address: �� -�t� �U.h N`( t2?ol �`.a�mc'r� SI�IQ.r►�xs t1`r �28 Home Phone: `Fork Phone/Fax: Property Owner: (LimCL-L LAA0 664VAC' W t* Address: 33'3 Apt 1 A m0P'1 � -14e G�.�rD F A"Z-i 1 OUVIROS50 Home Phone: Work Phone/Fax: Directions to Site: �J 1 ATI otJ 17oA�0 UJ Ersr PAST Q13� �}tc F->2-arYl 4�u�I.'S MAe-+r�T Tzg ,- ._� Queensbury Building & Code Enforcement - Resid nti Final Inspection Office No. (518)761-8256 Arrive: `, p epart: am/pm Date Inspection request received: _ Inspector's Initial : 67 NAME: )( V 1 ,)e r PE IT#: LOCATION: , c D : CJ/ TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . 1-150 s . ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Vari ce a uired Flood Plain rtifica 'o ,if required Okay to iss C/C /O Temporary/Permanent L:\Building&Codes Forms'd3uilding&CodesUnspection Forms\Residential Final Inspection Form revised 100405.doc Executive Park West 2005-093 474.68 333 Aviation Road Demolition of structure 166 ft. by 96 ft. 474.75 10' min. �0' min. 474.94 PROJECT 475.15 +74.85 12 THICK CRUSHED 174.88jjj LOCATION ``{ t 9* STONE CONSTRUCTION M A O R O1 R • E o 12" min. CRUSHED STONE OVER 1 2 :3�f L.x h4-y- . :__. 1 h .' i - ` F 1:�, � ACCESS ROAD o COMPACTED SUBGRADE AND `- �Ins�hrshu.F -FI;: "`, t4ik: ,1} ' 474.34 FILTER FABRIC 7 4 2% _ , - r _ 2 REVISED IN RESPONSE TO 9 FEB. M 74.42 o po o ° ° oo. ° o . �'' +' r -- .'•�• - •: r.+ y - xl PLANNING STAIT COMMENTSCD wT � + CD ,.- ., ,S, O4.48 o o °oo r :I :� ( 1 n , -�` f _ .,' 1 REVISED IN RESPONSE TO 22 NOV.2004CD 47 .1 _ _ ; ..:•. 1 ■ ■ II Y O .v:::::a:• `Yy PLANNING STAFF COMMENTS S 2` 3'0 - + iv a ° - : t hl L >' r S 0 ISSUED FOR PLANNING 14 OCT.2004'216 !_ 9 1 Z 0 � ° o c EXISTING '�' +t :1: r µ BOARD REVIEW rn 186.(�2 -- 11 -°© . o (`ROUND y :',: �'. - I .''i: r ,r r ' s6 `� TP-3 + vFi a oo �0 0 _ - .i i� is r No. DESCRIPTION DATE x t 1 II W o 0 0 0. Qo° a,. 1 r. PT-2 c�. _ REVISIONS I <, t TP-4 1 i 6i �a pg. I. °. Do o ° r_� +I o CONSTRUCTION SPECIFICATIONS �° :r.,:,.;�:•,= THAN RUBBLE w CA 1. STONE SIZE USE NO. 2 STONE OR LJ.I r 2. LENGTH AS REQUIRED BUT NOT LESS SITE LOCATION C A TI 0 N M A P 474.2�� 7 I 3. THICKNESS: NOT LESS THAN 6". � �,=3 a 1 - Y,- i 4. WIDTH: 12' MINIMUM BUT NOT LESS THAT THE FULL WIDTH Z) EROSION 8c SEDIMENT CONTROL NOTES I {5 tyre AT POINTS WHERE INGRESS OR EGRESS OCCURS. �j NO SCALE z=z IL 5. FILTER FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR 0 z�� 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING 474.34 TO PLACING STONE. CD EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM ` 12�_0■ 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. GENERAL NOTE ` a wLJ rn CD SWALES AND DITCHES AND AS INDICATED ON THE PLAN. , 7. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL - z 0 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM = >_w g ,,, 2. SEDIMENT TRAPS SHALL CONSIST OF SEDIMENT CONTROL FENCING PLACED TO 473 86 li 47i' 474.36 THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS A SURVEY DRAWING PREPARED BY VAN DUSEN OF STEVES. RECEIVED Q J FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH. I� � 7 CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED C) o < o I I 1 4;3. L TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR DEPOSITED LEGEND FEB 2 2 2005 Q 3 o A ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. z ru 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR I I 1 < o z I B. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE J -' � o n� CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ( I 1 TOWN OF Q OFFICE E i I _ ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED. IT SHALL BE DONE --- -- -- - PROPERTY LINE J �c 00 E W_ R' I I ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT ZONING OFFICE m N o a o 5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS I I 473.56 Q £ IL: `` o POSSIBLE TO PREVENT EROSION. TEMPORARY RAPID GROWTH COVER I I I TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE __ ' o�,,o CROPS. SUCH AS ANNUAL RYE GRASS MAY BE USED FOR TEMPORARY SURFACE I I F-__ Z ��----------------------------I 444 62 PROVIDED AFTER EACH RAIN. -------------------- _ m Z rn o a o F PROPERTY LINE SETBACKS = } o`V a z= STABILIZATION. ' I i 473.40 1 1 ----------330---------- EXISTING CONTOURS - �' o s o z .-lt� U 0 I I CONSTRUCTION ROAD ENTRANCE W t _ 4 00 00 L0� 5 > 6. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDEUNES FOR URBAN I 1 c a� - - - OVERHEAD ELECTRIC SERVICE 2 +� m V) ao 00 t < EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF I I 1 NOT TO SCALE Z o a i a � jr THE SOIL AND WATER CONSERVATION SOCIETY. ( I 1 i w w -w w v a' �_ < a 1 7 WATER SERVICE V _ c o t . x I 1 j 474.3L LANDS N;LF OF -cAs-cAs-rAs-cAs- UNDERGROUND NATURAL GAS SERVICE o°w min >�w STORMWATER POLLUTION PREVENTION 1 I I � ; ► RUSSEEE I 4J 04 I E/P EDGE OF PAVEMENT S.W.P.P.P. REQUIREMENTS I ; -5 T-3 OMITS OF GRADING (SILT FENCE) WORK IS TO BE AS SHOWN & 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN I I I 1 I NOTED AND IN ACCORDANCE THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF 1 1 I WITH MANUFACTURER'S THE SWPPP AND REQUIREMENTS of THE NYS DEC SPDES GENERAL PERMIT FOR I 47 �� I I DEMOLITION NOTES STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. 473,10 , t---�.:------ ----�,:--------- 1 ---t,:------- ----r�---- RECOMME - - -_.-_ I ASSOCIATION PUBLISHED 2. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMS I I ; i \ --� I It ( 1 ) REMOVE EXISTING BUILDING ENTIRELY RECOMMENDATIONS AND OF THE NYS DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES I I 1 \ ��-� 1473.86 470.62 \ t GENERALLY ACCEPTED LOCAL FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPIES OF THE GENERAL PERMIT ( I I ; \\ ___ - IPF _ O REMOVE CONCRETE SLAB ENTIRELY CONSTRUCTION INDUSTRY ARE AVAILABLE BY CALLING DEC (518) 402-8109. 1 _ 1 \ --tj 4.31 - - - - -- - - - PRACTICES. 3. A NOTICE OF INTENT (N01) MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. I I ; O ; 47.5.51 \\ I ' I P I O3 REMOVE ASPHALT PAVING 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS C 1 TO C 5 AND THE I I 1 1 \ I I I STORMWATER MANAGEMENT REPORT. I j 1 \ I 2 STORY 1 \ O4 REMOVE OVERHEAD ELECTRIC SERVICE INCLUDING 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE I I i ; \ I I " I TELEPHONE AND CAN AS APPLICABLE ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY IN AN INSPECTION ( I C U N C R E TE BLOCK REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY , 1 , I a O5 REMOVE U11UTY POLE AND GUY WIRE INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL MAKE I I + BUILDING WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT I I ; I I ( LANDS- N/E OF OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-02-01. I ; , I y 473.43 4 3 21 M QU N I,AI N`JI E W I O6 REMOVE DUMPSTER ENCLOSURE 6. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG + ( ; i i I I9 RIM= 472.89' COMMONS, LLC I 7 REMOVE CHAIN LINK FENCE ENTIRELY BOOK. MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. , 1 I 73 69 jj I I , I Q I 5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FINAL J 4?3 69 t ; 4�/a.r, ? , �1 ; ; , I 4:". 9 INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND \� I I + 47 7.r8 + nl �� I � _--_L_ 473.85 I ( 8 ) REMOVE UNDERGROUND CONCRETE FOUNDATION ENTIRELY. THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. I L -------- 41 473.9 I w 1 1 I + + 4 4 00 I , �. DISPOSAL SYSTEM INSTALLATION. IMPORTED FILL TO HAVE FILED WITH NYS DEC. 0 0 I i Wi 1 3 ; I I IN PLACE PERCOLATION RATE OF 5 MIN. CONSTRUCTION SEQUENCING 1 , _ _ _ cv ; ; �� ; ; 4 0.63 i I 3 i O REMOVE EXISTING 'WATER SERVICE LATERAL FROM CURBSTOP. ,�„ 1 I + UI I I 7 EXISTING CURBSTOP TO REMAIN AND BE UTILIZED FOR WATER 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL z 1 I 1 0l 1 �-� Q , I 4, 4 SERVICE LATERAL FOR NEW BUILDING AS INDICATED ON SITE PLAN THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER 1 1 1 I 1 1 + VEGETATION AN 1 , 1 U I 7 3.5 6 1 1 =i 1 I 2 z2" FENCE POST I �I OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE D I 1 -4-+73. 2 1 + ; 10 COORDINATE WITH SERVICE PROVIDER TO SHUT-OFF AND REMOVE ice. AS INDICATED ON THE PLANS AND DETAILS. � 1 1 I I I � I I O Q \ WOVEN WIRE FENCE EXISTING NATURAL GAS SERVICE LATERAL NEW SERVICE LATERAL 2. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCES AS \\ i i i ; + \ I (14 GA. MIN., MAX TO BE PROVIDED FOR NEW BUILDING AS INDICATED ON SITE PLAN DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCES. \ I I I I 1 I 6 MESH SPACING) E UTILIZE EXISTING STUB FROM STREET AS APPLICABLE. , I W/FILTER CLOTH 3. CONSTRUCTION OF THE PROPOSED SITE PLAN CAN THEN PROCEED INCLUDING: \ ; ; ; i I I OVER. I 11 SAWCUT EXISTING PAVEMENT ALONG SWALE LINE AT AVIATION ROAD ® - - AS INDICATED ACROSS ENTIRE FRONT OF PROPERTY. REMOVE STING GRADING, INSTALLATION OF ALL UNDERGROUND UTILITIES AND CONSTRUCTION OF BUILDING. \ I 1 I ; I � � i i + 473 I PAVED SWALE. REFER TO DWG. C-2 FOR EXTENT OF NEW PAVED SWALE a 4. FOLLOWING COMPLETION OF THE ASPHALT PAVEMENT, THE CONTRACTOR SHALL INSTALL \ I 1 I 1 I I �� , I I 1 I AND GRADING. e SEDIMENT CONTROL FENCE AROUND THE EDGE OF THE ASPHALT PAVEMENT TO PREVENT \ I 1 1 I C) AND FROM WASHING AWAY THE EDGE OF THE PAVEMENT. SEDIMENT FENCE SHALL ~� 5 I o Z I m. REMAIN UNTIL LANDSCAPE AREAS HAVE BEEN TOPSOILED. SEEDED AND GRASS IS ESTABLISHED. 1" 11`-'I I I 12 REMOVE EXISTING DRYWELL REFER TO DRAWING C-2 FOR NEW CATCH ® 1 I i I i I I N BASIN LOCATION AND INSTALLATION DETAILS. k� 5. FOLLOWING COMPLETION OF ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS • I 1 L--------------------------- -� 1 I 00 I � REMOVE THE SEDIMENT CONTROL FENCING, y__ _ + 1 ----------------------------T__ 1� 7 ; I 413.05 A .I + 13 REMOVE EXISTING DRYWELL AND ASSOCIATED PIPING FROM EXISTING P4 AREAS, REMOVE ANY COLLECTED SEDIMENT. --J L____-___-- I REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE OF ALL WASTE I O , 4� I I I F nw --UNDISTURBED I CATCH BASIN. REFER TO DRAWING C-2 FOR NEW CATCH BASIN DETAIL WASTE MATERIAL IN A LEGAL MANNER. ; + i SOIL. DUMPSTER ; ; I I J I 14 REMOVE EXISTING CATCH BASIN FRAME AND GRATE. CLEAN DEBRIS AND STABILIZATION ENCLOSURE I I I I Q z I ACCUMULATED SAND FROM CATCH BASIN SUMP. PROVIDE GRADE RINGS ® g� 10 I I AS NECESSARY TO RESET CATCH BASIN FRAME AND GRATE AS INDICATED e 1 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS I a I ON DRAWING C-2, PROVIDE NEW PIPING AS INDICATED. s� SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE I i I ` � EMBED FILTER CLOTH +) _ PH � I MIN. s" INTO GROUND TEST PIT AND PERCOLATION TEST LOG ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT i 1 J �"' IN NO CASE MORE THAN 14 DAYS. Q I I TEST PIT TP-1 �u 2. STABILIZATION OF GRASS AREAS INCLUDES HYDRO SEEDING USING ; ,) I I 2 x2" FENCE POST 0 TO 10 CONCRETE PAVEMENT TACKIFlER ON SLOPES OVER 5:1 OR SEEDING AND INSTALLING / ( ' SECTION 10 TO 30" RED-BROWN SAND - SOME SILT A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. 4 3 73 1 ;3.48 T73.g4 I 473.` I WOVEN E FENCE 30 TO 66" (BOT. OF PIT) COARSE SAND - SOME GRAVEL (14 GA. MIN., MAX NO MOTTLING, GROUNDWATER OR 7 I ,I I 10'-0" MAX. C-C 6 MESH SPACING) BEDROCK ENCOUNTERED MAINTENANCE 473,61 I W/FILTER CLOTHPH 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY ; 4 GRAVEL I I i OVER. I TEST PIT TP-2 HAS BEEN REDUCED BY 5OX 4�/F 2 I I DRIVE I " 0 TO 8 " GRAVEL PAVED SURFACE OF I 8 TO 15 " TOPSOIL 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 15 To 30 RED-BROWN SAND - SOME SILT HOURS OF A STORM EVENT OF AT LEAST 0.5' IN A 24 HOUR PERIOD AND REPAIRED S E i G H-f C 0 N C R E TE + I ■ � I �' � � Z 30 TO 72 (BOT. OF PIT) COARSE SAND - SOME GRAVEL AND/OR MODIFIED AS REQUIRED TO BE IN GOOD RK CONDITION. i I Z I NO MOTTLING, GROUNDWATER OR + i �, �: BEDROCK ENCOUNTERED E AC SH CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS ; ,) AREA I 00 TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. 9 i 73,040 sq.ft. I i o cp.1 TEST PIT TP-3 I' , I •- 0 TO 13 GRAVEL FILL 4. ANY STOCKPILES OF FILL. TOPSOIL. EXCAVATED MATERIAL SHALL BE COVERED OR ; I , 1.68 acres �, ►� 13 TO 15" DARK BROWN FINE SAND AND SILT �® CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. 1 �I I ; = II " 1 Q I 15 TO 30" RED-BROWN SAND - SOME SILT Site Areas 1 473.49 I 30 TO 72 (BOT. OF PIT) COARSE SAND - SOME GRAVEL ®� 473.3 ', o 117 31 NO MOTTLING, GROUNDWATER OR BUILDING AREA: 18,000 sf 1 473.48 , I n BEDROCK ENCOUNTERED LIMITS OF PAVEMENT: 29,716 sf 473• 1 ; 12 i� I I I TEST, PIT TP-4 TOTAL AREA OF DISTURBANCE: 73,040 sf = 1.68 ACRES , , I ' ELEVA TION 0 TO 14"" GRAVEL FILL I ' 14 TD 18 TOPSOIL 18 TD 30" RED-BROWN SAND - SOME SILT 30 TO 72 (BOT. OF PIT COARSE SAND - SOME GRAVEL CERTIFICATION STATEMENT ; TP_1 I� 1� TP-2 PT-1 I ) NO MOTTLING, GROUNDWATER OR CAD FILE NAME TO BE SIGNED BY CONTRACTOR PERFORMING THE SITE CONSTRUCTION 1 I NOTES BEDROCK ENCOUNTERED ACAD\ROZELLE-WHITTEMORE\C-1 1 \ TEST PIT TP-5 1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO 1 J �, C13 < . SCALE " , " COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE \ I 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE 0 T9 13 GRAVEL FILL 1 = 20-0 CONSTRUCTION SITE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF + J \ AUTHORIZATION TO DISCHARGE STORMWATER. I ALSO UNDERSTAND THAT I 47�'C' EX. DRYWELL \ POSTS WITH WIRE TIES OR STAPLES. 2 13 TO 36" / RED-BROWN SAND SOME SILT -- 6 56" (B DRAWN BY THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF - , - - - -- F-- _ (BOT. OF PI ) C 3 TO 1 T COARSE SAND - SOME GRAVEL. 3.17 __ - - - - 2. FILTER CLOTH TO 8E FASTENED SECURELY TO WOVEN WIRE NO MOTTLING GROUNDWATER OR THE N.Y.S. POLLUTANT DISCHARGE EUMINATION SYSTEM (SPDES) - - - - - - -- - - - 2-S -- -- -- -- -- -- -- -- - - " C GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION N58°30'V_*!1 " 473.14 ,� DW FENCE WITH TIES SPACED EVERY 24 AT TOP AND MID- BEDROCK ENCOUNTERED DRAWING TITLE DRiLI_ HOLE IN CONCRETE 1 --- I NAIL. SET ACTIVITIES AND THAT 1T IS UNLAWFUL FOR ANY PERSON TO CAUSE OR ------------ ------------ --_i---- --------------- ___----`------ ------ ----, .__ SECTION CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. - 473.42 3. .1 ! CB 1 i; 4732L 8's_ DRYWELL i 473. 6 473,36 1 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER PERK, TEST PT-1 TEST DEPTH ® 30" BELOW EX. GRADE EXISTING > \ THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. STABILIZED AT 4 MIN. 45 SEC./INCH SITE DEMOLITION NAME 12 51D4EP 01 473.47 i 3'x3' CONC. 14) 11 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL " TITLE "BULGES" PER(, TEST PT-2 TEST DEPTH ® 34 BELOW EX. GRADE 7 3.55 �/I A TI 0 N R 0 A D REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. & STORMWATER R M WA TE R CATCH BASIN STABILIZ D AT 2 MI 50 SEC. NCH 47,.. 47 ,._,r, STRUCTURE-3 473.61 SIGNATURE 3'x3' CONC. �; PIPED 7 DRYWELL FABRICATED SILT FENCE DETAIL PERK,. TEST PT-3 STABILIZED AT 0 MINTEST DEPTH 0 84" . 30 SEC./INCHELOW EX. POLLUTION PREVENTION CATCH BASIN i RIM= 47288' DATE -- S-TRI inT low- 11 I PIPED TO CB-1 NOT TO SCALE � NOTE: TEST PITS TP-1 THRU TP-4 AND PERCOLATION TESTS PT-1 AND PT-2 CONTROL PLAN WERE CONDUCTED ON 9/28 04. TEST PIT TP-5 AND PERC. TEST PT-3 DRAWING No. - - - WERE CONDUCTED ON 2/2y5. ALL TEST'S WERE WITNESSED BY CB-2 ARL B. SCHODER, P.E. C,-