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2003-353 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030353 Application Number. A20030353 Tax Map No: 523400-265-000-0001-011-000-0000 Permission is hereby granted to: CHARLES & SHIRLEY STEVENSON For property located at: 71 ELLSWORTH Ln 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: CHARLES & SHIRLEY STEVENSO Septic Alteration Residential 71 ELLSWORTH Ln Total value LAKE GEORGE,N.Y. 12845-0000 Contractor or Builder's Name/Address Electrical Inspection Agency ELLSWORTH EXCAVATING 57 ELLSWORTH Ln LAKE GEORGE, NY 12845-0000 Plans&Specifications BP 2003-353 Residential Septic Alteration as per plot plan and specifications $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday, May 30, 2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbu before the expiration date.) Dated at the Town f Que b • y 0, 2003 ,4 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: 4[5206 Location of installation 7loOffice Use �� t-' // File Permit No. - .3 Tax Map No. J Fee P � Owner's Name: %Fr(1C a.t/ RECPJ 4"f r Y ° 02003 Address: /) I C;Lf.g biro RTF( �✓ rBtJ!D ANDNSBURY 2. INSTALLER'S NAME : 6C-e-5 irk 61CC41V , PHONE NO. CODE 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = ,5-6 1980- 1991 x 130 gal/bdrm = 1991 -present x . 110 gal/bdrm = Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes_ / no , 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography e Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth m .'cipal ollin_ feet - feet � Steep slope clay �'�'well; water supply _%slope other from any septic-system depth: absorption is ft. other c Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: )( /., gallon gallon (min. size 1,000 gal) Tile Field: each trench 5-0 ft. Total System Length: ? d ft. /��/G ne,frak Seepage Pit(s): number of size of each: ft. by ft. X5-) Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signaturr of responsible person Date • 1 otvtl 'of Ottev itsI,ury 0" Sosv r$ 3t11(1 $cwilite I)1si)osal (:1121i)(er• Appendix (% . ' A•ii.'MORi'''I'ION FIELD 0 ' . • SEPARATION Itl;QQ1.1I'1tI MPIN'I'S . ilk • WEAL 111 VATIM- ..1 ' Ef,‘") ' j,.......POND , .. -t--------.72, ............e- rt 4,.. . ......... ........ .....1: . . / ILou sC G t‘5' , .II I1ousE- G . . E • •.. fl . / ( - ("ay 1. • I . .1 . /.._ •( -,. • Sct ilc.1 m'Y.. \tj . (I,L-fA . 1. . . . .......... . .....„ ................. ...... __________L_...„-- ROM" .....----"'"-* r . \,,_., I . , / . 7. SIGNATURE &INFORMATION FOR rON 1•xsLt:r1r,�zvii u„o".�.‘°....; 1A- 1d, • Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: t Queensbury Building&Code Enforcement Arrive: am/ De art: 6 am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: —2Ni1 PERMIT NO.: 3, LOCATION: I l ( t),e,Uv O r-l-',k ) f v INSPECT ON: RECHECK: � -C— • Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: • x Stone Size: Piping Size Type • Building to tank Tank to Distribution Box • Distribution Box to Field/Pit Opening Sealed: Y/N/Partial • Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N • Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORM5\Septic Inspection Report.doc January 28,2003 • Septic Inspection Report Office No. (518)761-8256 Date Inspection r:quest rec v d: Queensbury Building&Code Enforcement Arrive: am/p epart: \�,C? ej a p� 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini a : o' NAME: PE,' L 72),143 LOCATION: �' L ELL,i�h. �-, PECT ON: Z —'Z —OLk RECHECK: • Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length — ft. Length of each trench ft. De s th of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: • Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial • Location/Separations • Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Fron fiddle Rear S stem Use Sta s• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 - -. ..• . . . . Ilir . 7�� - '76 • J-e FEa 17 2 1iv4 9A. . . i.. ..._.. ECEIVED . • (/ TOWN Ce-' D. MING AND CODE • COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. • Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE �- ELECTRICAL APPROVAL • • Permit No. Cert. N 2 / 9 5 9.1 Cut-in Card No. Owner $ t sc'a _ Location LZ LS Gt1 ,ef"f� .Ziv. �-a ,l • Installation Consisting of 5-C-ZJ& PQj Pc,-d°J riecc.5 iOna,ewe ID • Installed By Alt< iz b 6%> Lic.No. _ • The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall-haye the privilege of makip , ctions at any time, and if its , rules are violated,the Company shall have'the right to r v e thi cate. Date 4. "6 INSPECTOR f ' Member N.F.P.A.,I.A.E.1. ric, ;00 .--- '2 : - fc‘ PA1 -- ___ • . cp/ao ay ----------.1._ . . devx_ 4e- a g° fri._ ,,,,,k__ dezo' it.._ . • . 3 • Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pk-n -.��D��part:� ` / am/p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: N.—) g NAME: J C6(/&dt/g°A) PERMIT NO.: (2—r-11 tA)C-sfo �t�J LOCATION: (,�ce ?o o,R,n LA,/1 INSPECT ON: 5 4 7 4 3 RECHECK: f( Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: • Piping Size Type / PerkC1 4/� Building to tank Tank to Distribution Box D— 691 Distribution Box to Field/PitMA ,Q Opening Sealed: Y/N/Partial • /' L ) c — V ` /.vsf*i-` Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: /pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH GEOTEXTILE FABRIC: PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT _ GEOTEXTILE FABRIC FILTER X, MIRAFI 100x, CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. (SEE BEDDING DETAIL) STABLINKA T140N, OR EQUIVALENT; OVERLAP ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND l SHEET FLOW DRAINAGE SHALLOW CONCENTRATED FLOW & TIE JOINTS 6" MINIMUM SEDIMENTATION. ".1111.1111 I ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY Nf STEEL OR 2 x 2 STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. 18" MIN. HARDWOOD POSTS 24" MAX. (TYP.) ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. TYPICAL ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN BUTT BALES TOGETHER, I.E.: NO GAP TIE POINTS PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTI_ SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME LAYOUT FOR SHEET FLOW DRAINAGE i AS rHE PRIOR IMPACT IS REMEDIATED. ES-5) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. �--5' MAXIMUM—� SECURELY FASTEN WIRE FENCE TO POSTS & LAYOUT FOR SHALLOW CONCENTRATED FLOW FABRIC TO FENCE EAIZTHWORK & TURF ESTABLISHMENT: ET-I) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLAITS OR BY OWNER. STEEL OR WOOD POST STEEL OR WOOD POST ET-!) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL AROUND H FABRIC WRAPPED WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. AROUND HAY BALES, AS SHOWN ABOVE (14.5 GAUGE MIN.; (14.5 GAUGE MIN.; ET 6" MESH SPACING) 6" MESH SPACING) ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE 2" x 2" HARDWOOD STAKES OR RE-BARS AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT DRIVEN FLUSH WITH BALE; 2 STAKES AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. PER BALE REQIIRED, ONE VERTICAL, ONE ANGLED , ' .� FLOW FLOW LO 1 -8 1'_4°' 1 -8 8 -4» MIN. DRAIN ROCK ROUTE PIPING OUTSIDEOFR TO OROOT ZONES OF MAJOR TECT EXISTING RT E S AND AROUND OONAL THER FEATURES,ERTY DURING OAS PRACTICARK. WHERE L AND AS _ GEOTEXTILE FABRIC � (MIN.) 4" MIN. DIRECTED BY OWNER. x6" TRENCH 1'-4'\ j j\\/\\/r` ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OVERLAP FABRIC /\\\\\� 8" MIN. (TYP.) \ \ j�\\/��\/i WITH COMPACTED BACKFILL / OWNER. ® STAKE GEOTEXTILE FABRIC BEDDING DETAIL NOTE: NOTES: 1. THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI-PERMANENT BASIS THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW (1 YEAR MAXIMUM) FOR EROSION CONTROL. CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE F(R STREAM CHANNELS. 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICENCY. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION 3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" CONTROL. (MAX.) RECCOMENDED STORAGE HEIGHT. 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABALIZED. 01SC STRAW BALE DIKE r--18" MIN.—�j ALE: N.T.S. H� SILT FENCE F� L � SCALE: N.T.S. B A4' MIN.oc� �1 O o r�4 MINA / / \ /\�\i�\" MEDIUM RIP RAP (TYP.) NON-WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP; SEE CROSS SECTION BELOW ORIGINAL GRADE END SECTION OVERFLOW OUTLET; WHEN USED AS CHECK DAM ONLY LIGHT RIPRAP OR GRADE UNCLASSIFIED STONE AS DAM FACING 6" GEOTEXTILE FABRIC OVER DEPTH VARIES: DAM FACE AND ANCHOR #2 OR LARGER INTO CHANNEL WALLS/BOTTOM (8 ' MIN.) CRUSHED STONE 04/22/03 DA ISSUED FOR PERMIT TO CONSTRUCT TSM CROSS SECTION DATE REV # ISSUED/ REVISIONS BY z ' 1 M DRAWING: 44 EROSION/SEDIMENT CONTROL NOTES: THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW REPLACEMENT WASTEWATER SYSTEM DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A � v�r '« � DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. ,1 STEVENSON RESIDENCE ELLSWORTH LANE "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR QUEENSBURY, NEW YORK GREATER FOR PERMANENT EARTH DIKES. >, "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING JARRETT - MARTIN ENGINEERS PLLC GROUND OR MAXIMUM 18" HIGH. 7 H. TH MAS JARRETT PROFESSIONAL ENGINEERING EARTH DIKE E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 3 SCALE: N.T.S. COPYRIGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE MARCH 2O03 PRO# 03-25 SHEET: 4 OF 4 AND VALID ALTERATION ED THISENGINEER EERISUN AWFUL. FILE F:\325032403 STEVENSON WW DESIGN.dw PLOTTED/REVISED:04/22/03 4:OOPM BY A LICENSED ENGINEER IS UNLAWFUL. 9 GENERAL SPECIFICATIONS NOTES: CONTROL & ALARM PANEL(S) PS1 -1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS. (1) SIMPLEX CONTROLLER WITH ALARM; SES SERIES MODEL S10020 BY PS1 -2 TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST GOULDS PUMPS, OR EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. THROTTLING TO ACHIEVE 20 TO 30 GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT (2) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. THIS POSITION. ' (3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. PS1-3 ENGINEER TO WITNESS OPERATION OF PUMP STATION AND CONTROL PANEL UPON COMPLETION. COORDINATE LOCATION (4) VISUAL AND AUDIO ALARM. PS1-4) THROTTLE BALL VALVE TO ALLOW "TRICKLE" FLOW BACK TO WET WELL; WITH OWNER MAYBE LOCATED ON VERTICAL PIPE IF SPACE NOT AVAILABLE ON HORIZONTAL PIPE. (5) ALARM RESET AND TEST BUTTONS ON DOOR. PS1-5) JUNCTION BOX MAYBE LOCATED OUTSIDE OF STRUCTURE; TYPE OF ENCLOSURE -1 r (6) LOCATE AS DIRECTED BY OWNER. DICTATED BY LOCATION. LIFALAR M ONTROL PANEL PANEL INSTALL JUNCTION BOX (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. WITHIN REACH OF COVER FOR MAINTENANCE J, PURPOSES. PUMPS 10 POWER (SOURCE PER OWNER) (1) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER SUPPLY. 2" BALL VALVE JUNCTION BOX (2) 3/4" SOLIDS HANDLING. (3) GOULDS MODEL 3885, SERIES WE05H. OUTLET INLET ELECTRICAL SPECIFICATIONS EFF-UENT PUMP7 CONTROL POWER 2" TEE W/ DRAIN BACK VALVE 115 VAC (1)(2)(3) (5) (6)(7) R AUX. HI—LEVEL ALARM NEW RELAY (IN CONTROL PANEL) PLAN VIEW (8) R L1 M R WATER PUMP SEPTIC EFFLUENT PUMP L2 (230 VAC, 1 PH) TANK STATION (9)(10) (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE PHASE SERVICE. (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE PIPING. 26" RISER 44D LID PROVIDED BY ZABEL ENVIRONMENTAL TECF'dOLOGY (3) FOR SIMPLEX PUMP, PROVIDE 1 — 1 POLE CIRCUIT (AMPERAGE TO MATCH PUMP OR EQIVALENT REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER FINISHED GRADE; GRADE 2" PITLESS ADAPTER (CONTROL POWER) IN PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, PROVIDE A TO DRAIN AWAY FROM OR EQUIVALENT LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE PANELBOARD. THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND HATCH COVERS 2" BALL VALVE SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING FOR ISOLATION AND OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE LOADCENTER. 2" 90' EELOW THROTTLING (4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED (#?? AWG) ACCORDINGLY TO MATCH ELECTRICAL REQUIREMENTS OF EACH COMPONENT. OUTLET WATER TART (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. JOINTS (TP.)� 1�" FORCE MAIN PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. 2"x1 REDUCER THEY MUST BE SHEINSATHED CABLE M ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED INLET T. OT: PS1-5 OTE- PS1-4 PROVIDE REDUCING TEE WITH 1 " BALL (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. JUNCTION BOX VALVE ON BRANCH �1 /\ PS1 (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE POWER RD' s" ALARM PUMP ON FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA / / 1 ENCLOSURE SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE RATED \\/\\\/�\\�\\\\\ FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL 2" CHECC VALVE //// LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED. 25" LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO HEAVY DUTY POLYETHYLENE OR STAINLESS STEEL / /� /j\ \��j`\�/j�/j�/\\�, RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF LIFT OUT CORDS (2 REQ'D) ATTACHED TO STAINLESS /�i�/�i�\ \i\\/i�/i�\�i��i, RELAY. STEEL EYELET ANCHORED IN CONCRETE << PIPINGi\\ PUMP OFF (6" ABOVE BOTTOM OF VAULT) (8) PROVIDE (9) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR PUMP AND (6) y/\ /\/jj//�//�j MERCURY FLOAT SWITCHES (3 REQ D) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2„ SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH FILTERED PUMP VALT�\\j/� //\\/jj�//� CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. BY ZABEL ENVIRONMENTL>� \ may\\j\\j� SUBMERSIBLE EFFLUENT PUMP TECHNOLOGY OR EQU IVALEIT;>\/ \�/\\\�/\\\� \\\/\\\�\\ \�/ i\//�\/j\//\//\//\//\//\// //\//\/�/ //\/ (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. (RB—BAS—26x3)/\\�i \�/ \1/>� (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. NOTES: (11) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO APPLICABLE LOCAL OR STATE CODES. SETION BE READILY ACCESSIBLE THROUGH COVER(S). (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR 13 PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF 2) ( ) A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. WORK. Q (SEE ELECTRICAL SPECIFICATIONS) (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. 04/22/03 AA ISSUED FOR PERMIT TO CONSTRUCT TSM PIPING SYSTEM DATE REV # ISSUED/ REVISIONS BY DRAWING: c,> PUMP STATION PIPING: � . a ` } PUMP STATION DETAIL SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. Psi (2) VALVES: '" WASTEWATER REPLACEMENT SYSTEM CHECK — PVC, BALL TYPE. r STEVENSON RESIDENCE SHUTOFF / THROTTLING — BALL VALVE — PVC ELLSWORTH LANE 3.� QUEENSBURY, NEW YORK PRECAST CONCRETE STRUCTURES ��- ' JARRETT - MARTIN ENGINEERS, PLLC (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS THO S JARRETT PROFESSIONAL ENGINEERING OTHERWISE NOTED, ALL STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. P.E # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 (2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO IGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 WALL WITH NON—SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. ONLY QOPIESOF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE MARCH 2O03 PRO# 03-25 SHEET: 3 OF 4 AND VALID ALTERATION EOF DTHIS ENGINEER IS FILE FA325032403 STEVENSON WW DESIGN.dW PLOTTED/REVISED:04/22/03 4:OOPM BY A LICENSED ENGINEER IS UNLAWFUL. g SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3350; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. STORMWATER DIVERSION SWALE P-2) FORCE MAIN SHALL BE PVC, ASTM D2241, 100 PSI MINIMUM PRESSURE RATING, OR SHALL BE BACKFILL WITH HDPE(POLYETHYLENE) ASTM D2239 OR ASTM F714 100 PSI MINIMUM PRESSURE RATING; PIPE TO BE INSTALLED PER 10'-0" (TYP.) NATIVE MATERIAL FINISHED GRADE; ASTM D2774; FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE NATIVE MATERIAL, TOP 4" MAIN TO BE PRESSURE TESTED BY METHOD APPROVED BY ENGINEER. TO BE TOPSOIL P-3) PRESSURE PIPE CONNECTIONS: c _ -HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT FUSION PROCESS INTO CONTINUOUS / / / 20 -0 SETBACK LENGTHS AT THE JOB SITE. THE JOINING METHOD SHOULD BE THE HEAT FUSION METHOD WHILE \ \ \ �/\/\\/," /\/\/\/ /\ \/ / ;� '�•:. 12 MIN. TO DRAINAGE DITCH PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. THE HEAT FUSION ��/\/ \//\// \/\// /\ \ \�` \//� �\/ c �::' r;:;..�. EQUIPMENT USED IN JOINING SHOULD BE CAPABLE OF MEETING ALL CONDITIONS RECOMMENDED BY jam/�//�///////�//\// j\ ���'`".;' , THE PIPE MANUFACTURER. PROPERLY EXECUTED ELECTROFUSION FITTINGS MAY BE USED. EXTRUSION T\"\ j�\//\\//\\//\\//\\/ -'• WELDING OR HOT GAS WELDING OF HDPE PIPE SHOULD NOT BE USED FOR PRESSURE PIPE \/ /�\\/\\/ EXISTING GRADE APPLICATIONS OR FABRICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL APPROX. BEDROCK/MOTTLING DEPTH " � \ \ \ \ \ \ \ \ \ \ \ \\/\\\\ . JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL EQUALIZER 24 INFILTRATOR r�/,\/�,/ / / /\/ /\/ / / / / /\/\/ EXISTING DRAINAGE COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER TO MANUFACTURERS CHAMBER LATERALS (TYP.) DITCH RECOMMENDATIONS. 2'-6" -SCHED 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS INTO (MIN.) CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCHED 40 PVC PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS. P-4) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) ALLOW FOR FLOW BACK TO PUMPSTATION DURING PUMP OFF CYLCES. (DRAIN BACK FEATURE). P-5) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF ALEACHING SYSTEM SECTION OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER, SCALE: N.T.S. TANKS/STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT '-TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). PERMANENT MARKER WATERTIGHT MANHOLE FRAME & COVER; T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE OVER COVER WATERTIGHT JOINT (TYP.) SYRACUSE CASTINGS #1502 OR EQUIVALENT; FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED GRADE TO DRAIN AWAY FROM COVER BY ENGINEER. WATERTIGHT SEALED T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). CONCRETE PLUG 24" FINISHED GRADE NON—SHRINK WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON—SHRINK GROUT, AND THE 1 4" OUTLET TEE GROUT PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER PRECAST CONCRETE RISER AS REQUIRED TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) 12" MIN. 24" MIN. MODEL A1801-4x22 RESIDENTIAL TO PUMP SOIL LINE FROM HOUSE a INSTALL NEW OUTLET "ZABEL" FILTER OR EQUIVALENT STATION T-5) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF " EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. 3,; — — — —— PIPING ® 1% SLOPE (MIN.) 18" 1811 ' 1 MIN. 4 PVC PIPE T-%) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND INLET - OUTLET L LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. d 15" - Ll 18" T-8) ALL EXISTING STRUCTURES THAT WILL BE REMOVED FROM SERVICE ARE TO BE REMOVED, OR ABANDONED IN EFFLUENT LINE PLACE AND BACKFILLED WITH CLEAN FILL AT DIRECTION OF PROPERTY OWNER. - NOTE: INSTALL EFFLUENT 2 T—S) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET T17 IS TO BE REFITTED TO ALLOW FILTER IN OUTLET TE Di IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE INS'-ALLATION OF A ZABEL FILTER. EXISTING SEPTIC TANK OUTLET INSTEAD OF A 4 PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER TO BE REUSED MODEL A1807-4x22 FOR MODEL A1801-4x22. • t LEACHING SYSTEM: L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. EFFLUENT FILTER DETAIL _ HEREON.INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED SCALE: N.T.S. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. 1 EXISTING SEPTIC TANK REFIT IETAIL L-5) FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND)FREE SCALE: N.T.S. OF CLAY, ORGANIC MATERIAL AND NON-SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO OWNER ANC/OR ENGINEER. L-7) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. TREATED LUMBER MARKER MISCELLANEOUS: ABOVE ALL BURIED COVERS; M-1 EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS SET 1/2" ABOVE GRADE TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. \7(MIN.) . —� REMOVABLE COVER PROVIDE ADJUSTABLE LEVELING Q INLET DEVICE ON EACH OUTLET ll� _ 4" GRAVITY DISTRIBUTION LATERAL Q `--@ 0.5% MIN. SLOPE ef .. 12" MIN. OF CLEAN SAND 0422/03 �A ISSUED FOR PERMIT TO CONSTRUCT TSM 2" MIN. �'• � �s ,��w, .�; OR PEA GRAVEL FOUNDATION 1 rJ ram_ S, \ •\,, i:�.l�>c• ir� � DATE REV # ISSUED/ REVISIONS BY DRAWING: s FORT MILLER DISTRIBUTION = SYSTEM DETAILS DI OUTLETS — 4 KNOCKOUTS BOX OR EQUIVALENT ' REPLACEMENT WASTEWATER SYSTEM d r STEVENSON RESIDENCE D-BOX DETAIL 4, ELLSWORTH LANE 3 SCALE: N.T.S. : r, QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS PLLC H,THO AS JARRETT PROFESSIONAL ENGINEERING P. . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 IGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONU COPIES OF THIS DRAWING WITH A EILUESEALSHALLBECONSIDEREDTRUE MARCH 2O03 PRO# 03-25 SHEET: 2 OF 4 AND VALID ALTERABY OF THIS DOCUMENT EXCEPT FILE FA325032403 STEVENSON WW DESIGN.dw PLOTTED/REVISED:04/22/03 4:OOPM BY A LICENSED ENGINEER IS UNLAWF3IL. g GENERAL NOTES: s G-1) PLAN BASED ON SURVEY MAP BY JOHN B. VAN DUSEN LICENSED LAND SURVEYOR, ENTITLED "MAP OF A SURVEY OF THE LANDS TO BE CONVEYED TO CHARLES STEVENSON". MAP DATED NOVEMBER 3, 1963. AND LIMITED FIELD MEASUREMENTS BY JARRETT—MARTIN ENGINEERS, PLLC ON MARCH 24, 2003. _ G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR s -� DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF STORMWATER DIVERSION SWALE: SITE CONDITIONS ARE NOT AS INDICATED. DAYLIGHT DOWN SLOPE OF LEACHING SYSTEM G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). "EQUALIZER 24" LATERALS G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS (TYP•) T.P. #4 DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. B D OX ' YMCAC I', �{- � F� - `7-:f �, '=r' •� ^w °."►rZ'r ..�• G'f. b4[iP .`-I- �I I I� , '• , I « �`- f APPROX. FILL LIMITS i 1t, ,, EROSION & SEDIMEN CONTROL P.T #1 20 -0 ` r - \ _ — 1�� DESIGN INFORMATION: '�•z' ' rl ' t t..} F- 1 - -- Tit `v>'',�',ti ' 2*- '`• - - //L 0 FSET L E TO RAINAGE SWALE• DESIGN BASIS IIE`r, , , r y .. �: � -� _ `l � _ T E OF LOPE N T TO CROSS J. r , ''..r I , .•F ..� - J;. s: - \ TOWNNEW YOFK STATE QUEENSBURY DEPARTMENT OF HEALTH drainage swale POTABLE WATER SUPPLY TV- D v NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN r� p 100 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. ji ki 71 N1L 4DESIGN FLOW Q� r III, � .. t ,.16 `.I f S 3 BEDROOMS X 150 GPD/BEDROOM = 450 GPD �,I} ',iJ. r�� ._s��tia,!Il^i11 tifiti;= '.`✓"'� i — - NEW PUMP STATION PSi ^, NO GARBAGE GRINDERS OR SPAS HOTTUBS LOATION PLAN D1 ' CONNECTED TO WASTEWATER DISPOSAL SYSTEM DOC existing septic tank; 1 SEPTIC TANK scALE: N.T.S. LL EFFLUENT FILTER ' REUSE EXISTING 1000 GAL PRE—CAST SEPTIC TANK SEPTIC TANK EFFLUENT FILTER existing leach pit o be removed or abar oned; PROVIDE (1) MODEL A1801-4X22, -ZABEL" RESIDENTIAL FILTER. FILL WITH CLEAN AND 100' OR NATIVE SOIL I ABAN ONED LEACHING SYSTEM (FIELD) (MIN.) 450 GPD _ 1 .2 GPD/SQ. FT. = 375 SQ. FT. REQ'D (1-5 MINUTE/INCH PERCOLATION RATE SOIL) existing ' 375 SQ. FT. _ 2' WIDE TRENCH = 187.5' MINIMUM OF "EQUALIZER 24" TRENCH REQUIRED. residenc + PROVIDE 4 LATERAL — 50.64 FT. LONG "EQUALIZER 24" LATERAL TO BE (6) UNITS LONG EFFLUENT DOSING / DISTRIBUTION W PUMPED DOSING VIA PUMP STATION, GRAVITY DISTRIBUTION VIA DISTRIBUTION BOX DOSING 450 GAL/DAY _ 8 DOSES/DAY = 56.25 GAL/DOSE existing well ' 150 FT. OF 14" FORCE MAIN = 1 .85 GAL/DOSE ekisfi n o 56.25 GAL/DOS + 1 .85 GAL/DOSE = 58.1 GAL/DOSE 15 9 drive4, ' 58.1 GAL/DOSE _ 27.6 GAL VLF = 2.1 FEET = 25f INCHES (MIN) ) � FILESUBSURFACE INVESTIGATION (3-24-�3): (INFILTRATOR PUMP CHAMBER "RB—BAS-16x38) ( COPY W TEST PIT #1 0 — 4" TOPSOIL DUFF TOWN OFQUEEN2URY BUILDING DEPARTMENT 4 — 24" MEDIUM TO FINE YELLOWISH BROWN SAND Based on OuJ limited examination 24 — 44" DARK BROWN COARSE SAND W/ COBBLES not S rrcom e ' 44" BOTTOM OF HOLE (REFUSAL BEDROCK) indicating the Plans and specued as ifications are in {uli comPliance�, o New York State. the Building Codes �Sp 1 MOTTLING NOTED AT 40 3 6b 3� � PIT #1 TEST 2 o "'� 0 — 6" TOPSOIL DUFF RECEIVED 6 — 24" MEDIUM TO FINE YELLOWISH BROWN SAND T".")VI%1 d �s _ • *- 3;. 24 — 48" DARK BROWN COARSE SAND W/ COBBLES BUILDING MAY 3 0 2003 48" BOTTOM OF HOLE (REFUSAL BEDROCK) S SITE PLAN PLAN REVIEWED r TOWN OF QUEENSBURY GROUNDWATER NOTED IN BOTTOM OF HOLE BUILDING AND CODE SCALE: SEE GRAPHIC SCALE DATE TEST PIT #3 LEGEND: O — 8" DUFF 8 — 14" TOPSOIL 14 — 50" BROWN FINE SILTY SAND W/ COBBLES EXISTING / BY OTHERS: 50" BOTTOM OF HOLE (REFUSAL BEDROCK) (existing features denoted by lower case lettering) GRAPHIC SCALE Q NO MOTTLING OR HIGH GROUNDWATER NOTED NEW / PROPOSED IN THIS DESIGN: 20 0 10 20 40 80 PROPERTY LINE: — — TEST PIT #4�. 0 — 8 DUFF iArfM IN FEET ) 0422/03 A ISSUED FOR PERMIT TO CONSTRUCT TSM PROPOSED SANITARY FORCE MAIN: SCALE: 1' = 20 8 — 14" TOPSOIL SILT FENCE EROSION CONTROL: 14 — 24" BROWN FINE SILTY SAND W/ COBBLES DATE REV # ISSUED/ REVISIONS BY / TEST HOLE: 24" BOTTOM OF HOLE (REFUSAL BEDROCK) SITE PLAN DRAWING NO MOTTLING OR HIGH GROUNDWATER NOTED ��� \ C 1 PERCOLATION TEST: RAWI"G f PERCOLATION TEST #1 �r , sy REPLACEMENT WASTEWATER SYSTEM NOTE: S- DETAIL REFERENCE TAG: D1 TEST DEPTH: 12" STEVENSON RESIDENCE'L �, �`� i. ' EE DRAWING # FOR DETAIL SOIL: MEDIUM TO COARSE SAND W/ COBBLES ELLSWORTH LANE STABILIZED PERCOLATION RATE OF 1 MINUTE 5 SECONDS. QUEENSBURY, NEW YORK ETAIL # DETAIL REFERENCE TAG: 2 r., PERCOLATION TEST #2 D1 TEST DEPTH: 17" JARRETT - MARTIN ENGINEERS PLLC SEE DRAWING � FOR DETAIL SOIL: BROWN FINE SILTY SAND W/ COBBLES � PROFESSIONAL ENGINEERING STABILIZED PERCOLATION RATE OF 4 MINUTES 33 SECONDS. H TH MAS JARRETT ECTION CUT DIRECTION .E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SECTION REFERENCE TAG: SECTION LETTER COPYRIGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 D 1 ONY COPIES OF THIS DRAWING WITH A EE DRAWING # FOR SECTION BLLF SEAL SHALLBECONSIDEREDTRUE MARCH 2O03 PRO# 03-25 SHEET: 1 OF 4 AND VALID ALTIRATBYALIC N OF THIS DOCUMENT AWFUL. FILE FA325032403 STEVENSON WW DESIGN.dw PLOTTED/REVISED:04/22/03 4:OOPM BYA LICENSED ENGINEER IS UNLAWFUL. g