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2004-180 � 111h TOWN OF QUEENSBURY IF.47 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20040180 Date Issued: Thursday, June 24, 2004 This is to certify that work requested to be done as shown by Permit Number P20040180 has been completed. Tax Map Number: 523400-289-013-0001-022-000-0000 Location: 35 BIRCH Rd Owner: ALICE M GENTHNER Applicant: ALICE M GENTHNER This structure may be occupied as a: Septic Alteration Residential 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, /Q{ Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement 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: P20040180 Application Number: A20040180 Tax Map No: 523400-289-013-0001-022-000-0000 Permission is hereby granted to: AT,TCE M GENTT-NRR For property located at: 35 BIRCH 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. Type of Construction Value Owner Address: ALICE M GENTHNER 21 KILEY Ln Septic Alteration Residential Total Value QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-180 SEPTIC ALTERATION $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, June 09, 2005 (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 To of Qu nsbury; Wednesday, June 09, 2004 SIGNED BY "' r " for the Town of Queensbury. � / pR Director of Building Cede Etrcement Application for Fermi( - Septic Disposal Systoltl 1011'n Uf Qltec'1lsbllly 7.12 Boy Road Qneen.sburi', NY 1280.1 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: 35 Burch Road, Glen Lake 11 File Permit No. da) 7 " 80 Tax Map No289. 13 / 1 / 22 Fee Paid c45 Owner's Name:Alice Genthner Address: 21 Kiley Lane, Glens Falls, NY 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate II bedroom(s) and multiply Il of bedrooms with applicable gallons per bedroom to equal total'RSV i'It"—/VED Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrtn = l.EE�"'BURY rir- 1980- 1991 x 130 gal/bdrin = TO '��'�' - 1991 -present 3 x 110 gal/bdrm = 330 Garbage Grinder Installed yes_ / no X Spa or Whirlpool Installed yes_ / no X • • 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) Top_ gra1)l'v SoiI Nato re GrQtmd Water Bedrock or Impervious Material Domestic Water Supply I'/at scout at whet depth af who!depth municipal Rolling loam SEE — fee! _feel well tee s opc clay PLANS Greater Greater than 6' if well; water supply 20± %slope other than 6' from ally septic-system depth: absorption is /1. other Lake Percolation Test: (To be completed by licensed pro fessional engineer or architect) • Rate:See pima_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'l'ub. Septic Tank: 1250 gallon (min. size 1,000 gal.) Tile Field: each trench! N/A ft. Total System Length: Seepage Pit(s): number of N/A size of each: N/A _ft. by N/A ft. Sizo of Stone to be used: II N/A / depth or thickness N/A fee! Bed System Size: N/A x N/A • Alternative System: Elj en length and/or size 2 — 24' La tern 1 G 6. HOLDING TANK SYSTEM: (if required) N/A • Nulnbor of tanks: / Sizo of each: gallons /TOTAL Capacity: gallons Note.A-hmn System and associated electrical work nmst 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 oldie 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 Milli of Queensb ir Sanitary Sewage Disposal Ordinance. 4/8 S gnaturo of esponsiblo person On o COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 C Jed- MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL A 'ermit No. T Cert. N 2 7 5 8 6 6 Cut-in Card No. )wner [.�• 0-7 G .ocation t/z e /24 a 2 ' nstallation Consisting of 6-72Jek. e4,44"P`` A)7Zj 1 ,026i'd9 nstalled By 1 4 /2-7-7 Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin ections at any time, and if its ules are violated,the Company shall have the right ftoo re ke this en- cat )ate rf'` �J INSPECTOR..../4,- Member N.F.P.A.,I.A.E.I. m - Sö7 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: am/ningepart: 4 arn/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: V h'� NAME: C- .*6"Ni1.1 / PERMIT NO.: �C l g LOCATION: j r INSPECT ON: C £— 01,4--- C) 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. Po A7)v A) --c 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 (z-i(6K Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statu . 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 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received:epa Queensbury Building&Code Enforcement Arrive: am/pf rt: 7 • ' 5 am/pm. 742 Bay Rd., ueensbury,NY 12804 Inspector's Initials: V / NAME: _, 'V Q PERMIT NO.: H t LOCATION: - , INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/ lay Type of Water: Municipal/Well Water _ Waterline separation distance ft. Well separation dista ce ft. Other wells: t-tfe/3 6 <j . ft. Absorption Field: Total length ft. Length of each trench rip ft. Depth of trenches 7� ft. Size of Stone Seepage Pits: Number Size: _ x Stone Size: Piping Si TypeC Oo6-4 (i $uading to tank zr Sc o / Tank to Distribution Box fr juJ IJ� 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 Qo&P 4 t —% Middle Front Middle Rear System Use Status: proved artial 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 qj nk TI 1 Q 0 to d tvAj U , p c I ' �u p r 4v / woo fD 49 h �� a�Q ri✓m snvirivh'ai _,Ou Yy rr v � n QUEENSBURY GENERAL NOTES: 0 G-1) PLAN BASED ON MAPPING PROVIDED BY THE OWNER. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT 'DIG SAFELY NEW YORK' AND RECORD FILE VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING PARK BOUNDARY�o Z CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. AD►RON CK y�P NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. o y G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS d3 o f GLEN LAKE EXISTING CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL RETAINING o� BEE IXIT a WALL w AGENCY). 20 24f" EVERGREEN TREE / Q G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NEW R ND P NO FORK STATE DEPT. OF HEALTH, LOCAL MUNICIPAL WASTEWATER STANDARDS, AND DETAILS SPECS ON THESE EXISTING PARKING AREA AND RETAINING 100' SETBACK z / PROJE a WALL TO BE REMOVED; AREA TO BE EXISTING �/i Li DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. LOCATI� Ya °�No ON m Y. REGRADED TO MATCH SURROUNDING AREA TO GLEN LAK1= FENCE�� doyJ do�� o + , EXISTING SUBSURFACE INVESTIGATION (2/24/04): "1 have seen Qr®I�s .� e� / x a q� sw R R NI �� �� \� \ EXISTING 1 DOCKobjects ✓ �'� ''ence 0f J2 qn r., y~ / \ Shown on such aS'I't?alc�S 4�,, I etc., L Qr S sic CUrn.lit I have r x 3 BEDROOM x TEST PIT #1 a+ ° n R RESIDENCE 1 0 — 6" BLACK TOPSOIL / DUFF + I RD xrr cITY of — �\ POTTER a EP GLENS n the diagr m," 6" — 48" BROWN SAND LOAM 'SOC3aIIy meal reU iI e Chic', ' �PaFALLS � - \� 48" — 75" SAND W/ GRAVEL & COBBLES J 1 EXISTING 75" BOTTOM OF HOLE ' /3 PEGGY ax ' ' " NO EVIDENCE OF BEDROCK OR GROU DWATER NOTECgj� �, �ro Dix vt / FENCE , TEST PIT #2 _.. 0 — 6" BLACK TOPSOIL / DUFF SITE LOCATION PLAN❑ \ G j 4" - 42" BROWN SAND LOAM EXISTING DRIVEWAY 2 ' — 72" SAND W/ GRAVEL & COBBLES Y. 72" BOTTOM OF HOLE � � �� NO EVIDENCE OF BEDROCK OR GROUNDWATER NOTED RECEIVED T_ _V 2 PERCOLATION TEST #1 cr_U EW LEACHING SYSTEM TEST DEPTH: 30" APR 13 2004 o� /' C1 SOIL: BROWN SAND LOAM STABILIZED PERCOLATION RATE OF 1 MINUTE 12 SECONDS. TOWN OF („ :TaURY E DESIGN INFORMATION: GRAPHIC SCALE DESIGN BASIS 20 0 10 20 40 80 NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY �i M,1'�SEE LAN ( IN FEET ) POTABLE WATER SUPPLY GRAPHICAL SCALE SCALE: 1" = 20' NO OBSERVED EXISTING POTABLE WATER SUPPLY WELLS LOCATED C ED WITHIN 150 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. DESIGN FLOW - - 3 BEDROOMS x 110 GPD/BEDROOM = 330 GPD 100' SETBACK / + LOW FLOW WATER FIXTURES TO BE INSTALLED THROUGHOUT RESIDENCE. TO GLEN LAKE �" EXISTING / + RETAINING WALL + SEPTIC TANK A MINIMUM 1000 GAL. SEPTIC TANK FOR A 3 BEDROOM RESIDENCE. WASTEWATER GRINDER 1 /+ DUE TO GRINDER PUMP USE, PROVIDE A 1250 GAL. DUAL COMPARTMENT STAIRS TO BE REMOVED PUMP STATION PS1 + SEPTIC TANK. SEPTIC TANK EFFLUENT FILTER ELJEN IN DRAIN' 4 \ EXISTING PROVIDE (1) MODEL A1801 —4X22, "ZABEL" RESIDENTIAL FILTER. LEACH LATER (TYP.) D 10' �� x 3 BEDROOM 1 1/4" HDPE \ RESIDENCE LEACHING SYSTEM (ELJEN FIELD) 8' _ FORCE MAIN x HEAVY DUTY 1250 GAL. DUAL COMPART ENT 1 — — \ 330 GPD _ 1 .2 GPD/SQ. FT. = 275 SQ. FT. REQ'D PRE—CAST CONCRETE SEPTIC ANK ' X ��.� (1 — 5 MINUTE/INCH PERCOLATION RATE SOIL) D LOW FLOW WATER FIXTURES 275 SQ. FT. _ 7' EQUIVALENT WIDTH = 39.28' MINIMUM ELJEN 'IN—DRAIN' TRENCH REQUIRED. TO BE INSTALLED THROUGHOUT PROVIDE (2) ELJEN 'IN—DRAIN' LEACHING LATERALS, EACH 20' LONG, RESIDENCE 25'-0"� ` ELJEN LATERALS TO BE (5) UNITS LONG EACH. i 24'—O; EXISTING \x EFFLUENT DOSING / DISTRIBUTION S G RETAINING WALL TO 8E REMO ED; LEACHING SYSTEM TO BE GRAVITY DOSED AND DISTRIBUTED VIA THE DISTRIBUTION BOX FROM AREA TO BE REGRADED TO MATCH SURROUNDING /� THE SEPTIC TANK. SEWAGE TO BE PUMPED FROM THE RESIDENCE SLOPES AND GRADES; TREES TO BE REMOVED AT E CE TO THE SEPTIC TANK VIA PARKING FOR \ � � /i -� % � � A SEWAGE EJECTOR PUMP STATION. \ (4) VEHICLES �� DIRECTION OF OWNER TO FACILITATE GR ADING / ALL CONSTRUCTION DEBRIS (I.E,: WOOD,X METAL, FORCE MAIN TO BE ROUTED UP CONCRETE ETC. ORGANIC MATERIAL (I.E.: TOP FC WALL OF RESIDENCE AND ALONG )' ( WOODEN WALKWAY TO END OF STEPS TOWN OF QUEENSBURY BUILDING DEPARTMENT G x VEGETATIVE COVER, WOODY VEGETATION AND Based on oar limited examination, ROCKS GREATER THAN 6" IN DI ER ARE TO BE WHERE IT WILL THEN BE BURIED compliance with ourr> � ap not De construed as indicating q,Q ` REMOVED IN AREA OF NEW- LEACHING SYSTEM plans andspecifications �9 the _ h are In full of Ncomew State, Building Codes �9 b 9 4" PVC DISTRIB PIPE; 3 LEGEND: NEW DISTRIBUTION BOX FILE BUILDING C RECEIVED D1 Y\ 58'-6" � 4' PVC EFFLUENT PIPE; REVIEWED B APR 1 3 2004 EXISTING / BY OTHERS: 1 .0� SLOPE (MIN.) DATE TgUlNpl QUEENSBURY PROVIDE NEW POST & RAIL FENCE OR ----_�—_ ODE AN APPROVED EQUIVALENT TO PROTECT NEW / PROPOSED IN THIS DESIGN: \ / NEW SEPTIC TANK AND LEACHING SYSTEM PROPERTY LINE: FROM VEHICLE TRAFFIC GRAPHIC SCALE — Y WW�AASTEWAATERK S STEM ELAN10 0 5 10 20 40 100 LAKE SETBACK: Scale: SEE GRAPHICAL SCALE TEST HOLE: 4/37/04 AO SUBMITTED FOR PERMIT TO CONSTRUCT RUH PERCOLATION TEST: ( IN FEET ) RAWING SCALE: 1" = 10' D/\TE _- T REV # ISSUED/ REVISIONS BY DETAIL REFERENCE TAG: NOTE: S- �F �� DRAWING: D1 EE DRAWING # FOR DETAIL WASTEWATER PLAN ��ETAIL # REPLACEMENT WASTEWATER DISPOSAL SYSTEM DETAIL REFERENCE TAG: 2 `' GENTHNER RESIDENCE D1 BIRCH SEE DRAWING # FOR DETAIL Y �,,, hr 5-! ROAD, GLEN LAKE TOWN OF QUEENSBURY, NEW YORK ECTION CUT DIRECTION , SECTION REFERENCE TAG: SECTION LETTER JARRETT - MARTIN ENGINEERS PLLC D1 H.THO AS JARRETT PROFESSIONAL ENGINEERING SEE DRAWING # FOR sEcrioN #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT©2004 GLENS FALLS, N.Y. FAX: (518) 798-1864 CNLYCOPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSDEREDTFUE MARCH 2O04 PRO#04-003 SHEET: 1 OF 4 AND VALD ALIERATDN or-THIS DDCUMENTE)CEPr FILE:F/04003031904 Genthner WW g g BYA LICENSED ENGINEER IS UNLAWFUL. System Desi n.dw PLOTTED/REVISED:4/07/04 11:45 AM SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. RETAINING W91 TO BE REMOVED; ACTUAL ELEVATION OF RETAINING WALL UNKNOWN MOUND TO SHED WATER UNLESS UNDER P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR ROADWAYS; RESTORE ROADS AND HIGH POINTS). WALKWAYS TO ORIGINAL CONDITION; . . . . _ . . . . . . _ . . . . . TOPSOIL SEED & MULCH NON PAVED AREAS P-3) PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION i 7 7 OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. RESTORE / ESTABLISH TURF NATIVE SOIL BACKFILL LESS PER OWNERS DIRECTION COBBLES AND LARGER COMPACTED LEACHING SYSTEM: 12 -0" APPROXIMATE GRADE AFTER ��/�\ /\�i \/ TO 85% MODIFIED PROCTOR OUTSIDE L-1) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE 4'-0" PARKING AREA / RETAINING _ 1 2 ROADWAYS, 95% MODIFIED PROCTOR INSTALL MARKER �A �� / \ TAPE 1 8" DEEP \ �� �� "�/ %/�� WITHIN ROADWAYS DIRECTED HEREON. (TYP.) WALL HAS BEEN REMOVED �3 0� MIN COVER / ,/ �� /�/�/�/� GEO-TEXTILE FOR -2) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF �� �� �� �� �� �� �; �\// i „ TERALS. IN CASES WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY), NO 30 ///////// /////////////// /////////�// // SEPARATION (TYP.) �j\/� CLEAN SAND (100% PASSING /a HEAVY EQUIPMENT ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF, MAX. �������� �� �\ �� �� \��\�X\��\��\�� ��\� \� \ \/\� / MAXIMUM 10% PASSING 200 SIEVE) / / / / / / / / / / / , / OR BY VEGETATION TO WITHIN OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE \/\/ /\ \ \/\/\/ FILL IS REQUIRED ATOP NON-SMEARING SOIL (SAND & GRAVEL), EXISTING VEGETATION SHALL BE CUT AND .� TYP \ / TOPSOIL REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. / / / // / ( )/�/� 6„ MIN. TYP /�� �\ FORCE MAIN \� \ �� L-3) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO ///�j/// - //////////// \�j\ / \ \/ CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. CONCRETE SAND `���\��/�� �� ����\��\��\'��\��\ ;,-••.• -:"�=, •. �� N\/��j��\/������\�/� �/ \ `\/ 4" MIN (6" IF (TYP.) /\/\ /� �//�\//��/// ? " ' `' "�' ='' "' "'`'`7 'F= / // // // // /� // // / �. \ ROCK BELOW L-4) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS \��\��\��\��\��\��\��\��\��\� ' , ' \�\ \ ) OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. TANKS/STRUCTURES: 'ELJEN IN-DRAIN' / LEACHING LATERAL 18 + T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. (TYP.) � IF 3' COVER CAN NOT BE ACHIEVED THEN REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. INSULATE PIPE WITH 2" RIGID FOAM PIPE T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF INSULATION; PROVIDE PROTECTIVE COVER PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT '71ES" TO PERMANENT STRUCTURES SHOWN ON OR CASING; FASTEN SECURELY TO PIPE. THE "RECORD DRAWINGS" (SEE GENERAL NOTES). YTEM SECTION (2 IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER WICA!E: CANNOT BE ACHIEVED, FORCE MAIN SHOULD BE T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST N.T.S. PLACE IN A 6' PROTECTIVE CASING FOR ROUTING POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6' EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE UNDER TRAFFICWAYS. METHOD APPROVED BY ENGINEER. - -4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM - BTYPICAL TRENCH SECTION C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK SCALE: N.T.S. GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT PERMANENT MARKER WATERTIGHT MANHOLE FRAME & COVER; ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. OVER COVER WATERTIGHT JOINT (TYP.) SYRACUSE CASTINGS #1502 OR EQUIVALENT; EARTHWORK&TURF ESTABLISHMENT: GRADE TO DRAIN AWAY FROM COVER WATERTIGHT SEALED T-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON CONCRETE PLUG FINISHED GRADE THESE PLANS OR BY OWNER. �24 NON-SHRINK ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL PRECAST CONCRETE RISER AS REQUIRED 4" OUTLET TEE GROUT CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. 4" PVC 12" MIN. 24" MIN. r INSTALL NEW OUTLET MODEL A1801 -4x22 RESIDENTIAL TO PUMP_ ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW 1 1/4' HDPE 12„ T - PIPING @ 1% SLOPE (MIN. "ZABEL" FILTER OR EQUIVALENT STATION SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM FORCE MAIN 3" I 18„ _ THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. _ 18 4" PVC PIPE OUTLET MIN. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE 1 1/4 x _44'-p" - - a POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER. FEATURES, AS BUSHING 15" - 18 EFFLUENT LINE PRACTICAL AND AS DIRECTED BY OWNER. NOTE: ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OWNER. SEPTIC TANK BY FORT MILLER, INC. IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE CONCRETE BAFFLE OR APPROVED EQUIVALENT OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER WITH GAS VENT ° 2 INSTALL EFFLUENT MODEL A1807-4x22 FOR MODEL A1801 -4x22. FILTER IN OUTLET TEE � ::\ � ;,ti�'�.- \ �' � r� �`� �sY.,�,,,�ir-\ t.-„„yam-\.j..,•,�. y/\ . SEPTIC TANK DETAIL 2 EFFLUENT FILTER DETAIL SCALE: N.T.S. F SCALE: N.T.S. TREATEDLUMBER MARKER ABOV ALL BURIED COVERS; SET 1 2" ABOVE GRADE 4" PVC; END CAP (TYP.) OBSERVATION PORT ' GEO-TEXTILE 4" PVC; DISTRIBUTOR PIPE 4" INLET �\ (MIN.) 1 1/4" FORCE PIPE —1 REMOVABLE COVER MAIN PROVIDE ADJUSTABLE LEVELING 4" NON-PERFORATED PIPE — DEVICE ON EACH OUTLET ABOVE CONCRETE SAND �- 0% SLOPE (TYP.) y i�4" GRAVITY DISTRIBUTION LATERAL 4" PERFORATED PIPE - • © 0.5% MIN. SLOPE v ._ w r. vG 4" x 1 1/4" BUSHING BELOW CONCRETE SAND .. _ t: ..' 4/07/04 A� SUBMITTED FOR PERMIT TO CONSTRUCT RUH Ate, 12" MIN. OF CLEAN SAND PERMEABLE GEOTEXTILE WRAPPED DATE REV # ISSUED/ REVISIONS 2 MIN. �•f.; .�`S ��� �� OR PEA GRAVEL FOUNDATION AROUND PERFORATED PIPE BY CONCRETE SAND; DRAWING: (PER OELJEN)SPEC: 703-07 ELJEN IN-DRAIN LATERAL WASTEWATER A ' ^ nTE` A ,A TER DETAILS DI FORT MILLER DISTRIBUTION OUTLETS - 4" KNOCKOUTS Box OR EQUIVALENT ,,, REPLACEMENT WASTEWATER DISPOSAL SYSTEM ` �`° GENTHNER RESIDENCE O r BIRCH ROAD, GLEN LAKE ISTRIBUTION BOX DET L ELJEN " I N-DRAIN" LATERAL DETAIL �O. TOWN OF QUEENSBURY, NEW PORK W-MS-C—ALE: N.T.S. [TJ SCALE: N.T.S. JARRETT- - MARTIN ENGINEERS, PLLC H. THo S JARRETT PROFESSIONAL ENGINEERING #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 0 2004 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLYCOPIES OF THIS DRAWINGMH A BLUE SEAL SHALL BECONSIDEFIED1WE MARCH 2O04 PRO#04-003 SHEET;aOF 4 AND VAM ALTERATION OF THIS ESISUN AWRXf FILE:F/04003031904 Genthner WW stem Desi n dw PLOTTED/REVISED:4/07/04 11:46 AM BYALICENSEDENGINEFAISUNLAWFUL 9 9 EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. GEOTEXTILE FABRIC: ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND GEOTEXTILE FABRIC FILTER X, MIRAFI 100x, SEDIMENTATION. (SEE BEDDING DETAIL) STABLINKA T140N, SHEET FLOW DRAINAGE SHALLOW CONCENTRATED FLOW OR EQUIVALENT; OVERLAP ES-3 RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY l II j I I & TIE JOINTS 6" MINIMUM STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. 1 1 1 1 1 ' ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE HARDOOD POSTSS 18" MIN. STEEL OR 2" x RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. W 24" MAX. (TYP.) ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME BUTT BALES TOGETHER, I.E.: NO GAP TYPICAL AS THE PRIOR IMPACT IS REMEDIATED. TIE POINTS LAYOUT FOR SHEET FLOW DRAINAGE ES-6) 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 LAYOUT FOR SHALLOW CONCENTRATED FLOW FENCE TO POSTS & ;FABRIC TO FENCE GEOTEXTILE FABRIC WRAPPED STEEL OR WOOD POST STEEL OR WOOD POST AROUND HAY BALES, AS SHOWN ABOVE WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE (14.5 GAUGE MIN.; (14.5 GAUGE MIN.; 2" x 2" HARDWOOD STAKES OR RE-BARS 6" MESH SPACING) 6" MESH SPACING) DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED �_ 1 '-73�4„ 1 -33/ FLOW 1 -73�4 8" 3 FLOW _ 3 „ 4 GEOTEXTILE FABRIC /4 (MIN.) DRAIN ROCK 4 MIN. \//\ ,\ \%/ %\\ 4"x6" TRENCH 1 '-3 ' OVERLAP FABRIC ! ITH COMPACTED BACKFILL % C�? STAKE 8 MIN. (TYP.) �� `.iwv��`// GEOTEXTILE FABRIC BEDDING DETAIL NOTES: NOTE: THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW 1. THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI—PERMANENT BASIS , CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR (1 YEAR MAXIMUM) FOR EROSION CONTROL. STREAM CHANNELS. 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 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.) RECOMMENDED STORAGE HEIGHT. 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT ' OFF—SITE AND CAN BE PERMANENTLY STABILIZED. ITSEDIMENT CONTROL BARRIER: STRAW BALE DIKE -18" MIN. SCALE: N.T.S. ENT CONTROL BARRIER: SILT FENCE A F I � [�SCAMENrT. .S. B , r�4' M I N o�-1 1 �oC>�_ �//j\/\ 4 MIN \ \�\,. � 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 RIP RAP OR GRADE UNCLASSIFIED STONE AS DAM FACING w o���uo�oUvuV �` `Jo�oUv vU uvU vvoU ��V 77 j \\\i\\\i\\i\ \\i\\i\\/\��/`\//\/\i GEOTEXTILE FABRIC OVER DEPTH VARIES: DAM FACE AND ANCHOR A (8" MIN.) �#2 OR LARGER INTO CHANNEL WALLS/BOTTOM CRUSHED STONE 4/07/04 AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH CROSS SECTION DATE REV # ISSUED/ REVISIONS BY DRAWING: NOTES: �el j EROSION CONTROL DETAILS ECG THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW REPLACEMENT WASTEWATER DISPOSAL SYSTEM DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A y. GENTHNER RESIDENCE DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. BIRCH ROAD, GLEN LAKE ,. "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR ,� , TOWN OF 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. H.THO AS JARRETT PROFESSIONAL ENGINEERING - P #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 �[�SCA77�T.S CONTROL BARRIER: EARTH DIKE oPYRIGHr®2oo4 GLENS FALLS, N.Y. FAX: (518) 798-1864 . ONLYCOPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BEMODEFIDTRUE MARCH 2O04 PRO#04-003 SHEET: 2OF 4 ' AND VAM ALTERATION OF THIS DDCUMENrEXCEPT FILE: F/04003031904 Genthner WW Ig g BYA LICENSED ENGINEER ISUNLAWRIL. System D@s' n.dw PLOTTED/REVISED:4/07/04 11:45 AM GENERAL SPECIFICATIONS NOTES: CONTROL & ALARM PANEL(S) 1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS. (1) SIMPLEX CONTROLLER AND ALARM; SES SERIES, MODEL S10020 2) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TESTING BY GOULDS PUMPS OR AN APPROVED EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. PROVIDE AUXILIARY ALARM CONTACTS FOR A HIGH ALARM AND WATER AND ADJUST THROTTLING TO ACHIEVE 30 — 40 GPM DISCHARGE RATE. MARK VALVE SUPPLY SHUT OFF. OPERATOR(S) AT THIS POSITION. ALARM ONTROL (2) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. 3) ENGINEER TO WITNESS OPERATION OF PUMP STATION AND CONTROL PANEL UPON PANEL PANEL COMPLETION. INSTALL PUMPS UNDER COVER TO FACILITATE EASY REMOVAL AND INSTALL JUNCTION BOX (3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. WITHIN REACH OF COVER FOR MAINTENANCE (4) VISUAL AND AUDIO ALARM. PURPOSES. COORDINATE LOCATION 10 POWER (SOURCE PER OWNER) (5) ALARM RESET AND TEST BUTTONS ON DOOR. WITH OWNER JUNCTION BOX (6) LOCATE AS DIRECTED BY OWNER. (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. GRINDER PUMP PUMPS INLET FROM SEPTIC TANK � — TO SEPTIC TANK (1) SUBMERSIBLE GRINDER PUMP, 10, 230V POWER SUPPLY. ' � (2) GOULDS MODEL RGS2012. ELECTRICAL SPECIFICATIONS TEE W/ DRAIN BACK VALVE CONTROL POWER 115 VAC PLAN VIEW (1)(2)(3) (4) (5)(6) R AUX. HI—LEVEL ALARM NEW RELAY (IN CONTROL PANEL) (�) R L1 R M WATER PUMP SEPTICJP EFFLUENT PUMP L2 (230 VAC, 1PH) TANK STATION (8)(9) (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. (3) FOR DUPLEX PUMPS, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, PROVIDE A 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 SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING 3" DIA. VENT PIPE (VENT MAY BE ROUTED OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE LOADCENTER. TO TREE / BUILDING OR OTHER LOCATION (4) FOR AESTHETICS / SAFETY REASONS) PITILESS ADAPTER OR EQUIVALENT ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL REQUIREMENTS OF EACH COMPONENT. STEEL COVER WITH HATCH (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. NEMA TYPE 6 PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. JUNCTION BOX NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED FINISHED GRADE; GRADE TO THEY MUST BE INSTALLED IN EMT. DRAIN AWAY FROM COVER 8" (MIN.) 1 1/4" BALL VALVE (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. : r 1 1/4" — --- —y (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE 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 BUILDING SEWER INLET — FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL HIGH ALARM & WATER SUPPLY SHUT OFF .F 1 1/4" FORCE MAIN TO SEPTIC TANK LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED. 3- LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO ALARM RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF 3" R E LAY. LEAD PUMP ON 24" PROVIDE TEE WITH 1 1/4" BALL (8) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND PUMP OFF SWITCH VALVE ON BRANCH FOR DRAIN BACK (8) 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 MERCURY FLOAT SWITCHES - BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH (4 REQ'D) 6" ;,y z"`� CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. 1 1/4" CHECK VALVE " -_- ` Y' (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. ' = T4 SUBMERSIBLE SEWAGE PUMP NATIVE BACKFILL = _ '•=. THOROUGHLY COMPACTED (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. -.;` -�.__ � . •A-,,.,_:.:.:� =.t;.::•:�.:����� 30"0 X 36" FIBERGLASS PUMP POWER CORD VAULT BY DS OR EQUIVALENT (1 1) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY APPLICABLE LOCAL OR STATE CODES. 1/4" PIPING (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. FIRM NATIVE SOIL FOUNDATION (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF WORK. (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. 4/07/04 �A SUBMITTED FOR PERMIT TO CONSTRUCT RUH NOTES: PIPING SYSTEM DATE REV # ISSUED/REVISIONS BY 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO (1) PUMP STATION PIPING: DRAWING: BE READILY ACCESSIBLE THROUGH COVER(S). SECTION SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. �F �+yo PUMP STATION DETAILS ps y 2) WATER SUPPLY SHUTOFF TC BE A SOLENOID VALVE OR ���A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. (2) VALVES: REPLACEMENT WASTEWATER DISPOSAL SYSTEM CHECK — PVC, BALL TYPE. � � � ., 9 (SEE ELECTRICAL SPECIFICATIONS) GENTHNER RESIDENCE SHUTOFF / THROTTLING — BALL VALVE — PVC = BIRCH ROAD, GLEN LAKE TOWN OF QUEENSBURY, NEW YORK PUMP STATION STRUCTURE �'not (1) HEAVY DUTY FIBERGLASS CONSTRUCTION WITH 3/16„ JARRETT - MARTIN ENGINEERS, PLLC WALL THICKNESS (MIN.). PROFESSIONAL ENGINEERING SEPTIC TANK / PUMP STATION DETAIL DESIGNED TO WITHSTAND A HYDROSTATIC PRESSURE OF 120 PCF. H.THO AS JARRETT SCALE: N.T.S. E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 (2) COVER TO BE OF HEAVY DUTY STEEL CONSTRUCTION WITH A SINGLE DOOR LOCKABLE COPYRIGHT©2004 GLENS FALLS, N.Y. FAX: (518) 798-1864 ACCESS HATCH. COVER AND HATCH TO BE EPDXY COATED FOR WEATHER RESISTANCE. ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BECONSIDERED7AUE MARCH 2O04 PRO#04-003 SHEET: 4 OF 4 AND VALID A Y A LICENSED ED THISENGINEER EER IS UNLAWFUL FILE: F/04003031904 Genthner WW stem Desi n dw PLOTTED/REVISED:4/07/04 11:45 AM BY A LICENSED ENGINEER 15 UNLAWFUL � g g