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PT-0025-2023Property Transfer Sewage Disposal Information Form 40W Date: I ( A0'29- r Town of Queensbury 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensburV.net Name of 0 ner/Applicant) Re: Onsite Wastewater Treatment System Inspection Information Request for: Site Address for Inspection) Thank you for requesting an inspection for the onsite wastewater treatment system (OWTS) located on the property referenced above. We look forward tc`completing a thorough inspection for you. You can help us do the best job possible by providing some advanced information about the site. Prior to our inspection,we request this completed application, a site map indicating the location of the septic components and confirmation the pre-inspection preparation (seethe last page of this packet) will be completed prior to our arrival. Enclosed is a Septic System Inspection Information form, which must be completed, signed and returned to this office, with the appropriate fee(s) and documentation, prior to scheduling an inspection. Please note the Town of Queensbury's fee,for this service is $275. Be advised that all fees must be paid prior to scheduling the inspection. We require 48 hours notification prior to scheduling the inspection. If the purchaser is requesting an exemption, please submit this application along with a notarized letter stating the septic system will be inspected or repaired/replaced within 6 months from the date of the Property Conveyance or June 1st of the current, or following year (whichever comes first), a map locating the septic system and payment totaling$2275 ($2000 refundable deposit plus $275 permit fee). The deposit is forfeited if the owner fails to complete the repairs or installation as stated above. If you have any questions, please call. Phone: (518) 761-8256 Email: kated@queensbury.net Thank you. Sincerely,p E CC' E E AN 2 3 2023 1 1'TOWN OF QUEENSBURY John O'Brien, Director BUILDING 2A CODES Building and Code Enforcement Town of Queensbury 4-e w Y, 5 Property Transfer Packet Revised February 2022 Office Use Only Permit#: ?T-06 2.r,—ZW-3 Town of C?Frcrnaburg• Fee: 742 Bay Road,Queensbury,NY 12804 P:518-761-8206 or 518-761-8205 Invoice#: www.gueensbury.net SEWAGE DISPOSAL SYSTEM INSPECTION INFORMATION Individual Residential Wastewater Treatment System CONTACT INFORMATION (please print legibly or type and include an email address) Property and Owner Information: (Please attach property survey or tax parcel map) Property address for inspection:r II Tax map number: '5 7` 00 Property owner: Cb G e Mailing Address (c/s/z): 11& t Cell #: I 639 Land Line#: Email: Q Vyl aL , Cep FECApplicant (if different than above): URYMailingAddress (c/s/z): S Cell #: Land Line#: Email: Proposed Owner Realtor Attorney ,Other (explain: Septic Contractor: Mailing Address (c/s/z): 1$2,- P6kKV—S '-, yi q y'Sj—_L -34"q Cell #: b 129 " R143 Land Line#: Email: -A YYX b u vy" _ct v 1 f c cry Reason for Inspection Request: On the market Future listing Sale Pending Deed Transfer Other: rn e XO Property Transfer Packet Revised February 2022 I HOUSEHOLD INFORMATION PLEASE SEE SEPARATE PAGE FOR EXEMPTIONS" Bedrooms Bathrooms i # Kitchens,_L-_ Jacuzzi tub(s)_[_Garbage grinder J_ Onsite Wastewater Treatment System: How many systems are on the property? Year system(s) installed: Tank Size of Septic Tank L2o2 Type of Absorption System: Are all system components wholly within the property boundaries? [)V Yes No Are system plans available? g Yes No Does the system(s) serve multiple properties? Yes No If yes, describe Maintenance: Service agreement? Yes No; If yes, business' name Date of last inspection , I b N/A Date tank last pumped gal N/A [ Frequency of pumping N/A n List known repairs/replacements, with dates: Date Type of Repair/Replacement Operation: System problems? v Yes 3 No Sewage odors? Yes i"No Direct surface discharge(s)? Yes f No Back-up of toilets? Yes ff No Back-up of any other fixtures? (e.g. slow drains) Yes No Seasonal ponding or breakout of leach field? Yes Z No Property Transfer Packet Revised February 2022 Statement of Acceptance of Conditions: I agree to: Ensure that the septic tank(s), distribution box (es), and/or seepage pit(s), if any, will be uncovered prior to the requested inspection time; Have a septage hauler on site (to pump the tank after*the inspector verifies flow from fixtures); Tank must be pumped in presence of inspector Have an authorized representative present at the site; Allow the inspector to verify information provided above, and to conduct an inspection of the indicated onsite wastewater treatment system(s), including all system components and interior plumbing in crawl spaces and basements. To the best of my knowledge, the information provided above is accurate and I acknowledge the following: After 1 year from date of submission and there is no activity on this permit, the permit will expire and will be subject to submission of a renewal application and payment of the renewal fee based on the current fee,schedule. All fees must be paid PRIOR TO SCHEDULING any inspections. In addition, if the permit is withdrawn 20% of the fee is retained by the Town of Queensbury. Signature of property owner or authorized agent: Affiliation: [owner agent other Please print na e: JV a UAro cv le Signature: 7&ug C'kP Date: z z) '2 Prior to scheduling with the Town of Queensbury, you MUST: 1. Schedule a sewage hauler to be on site to pump tank while inspector is on site. Hauler should arrive 30-45 minutes after scheduled time with the Town of Queensbury's Code Enforcement Officer. 2. Expose inlet and outlet of septic tank, and/or pump station, expose d-box, expose any seepage pit covers. 3. Excavate test hole in leach field if there is no d-box. Property Transfer Packet Revised February 2022 TARRE`1T ft?eers, PLLC Civil&Ehvironmeh-wfagh2eery Transmitted via email July 7,.2017 Dave Hatin Town of Queensbury Building& Codes 742 Bay Road Queensbury,NY 12804 DaveHggueensbury.net Re: Munro-Icke Residence 186 Lake Parkway Queensbury,NY 12804 Wastewater'Disposal System JE 16-021 Dear Dave, This letter-is to certify that representatives from this office.observed the construction of the replacement on-site wastewater treatment system for Nancy Munro-Icke at 186 Lake Parkway. Based on our field observations, it is our belief-that the system has been . constructed substantially in conformance with 9/01/16 `issued for construction' design plans prepared by this office, entitled"Replacement On-Site:Wastewater System,Munro- Icke Residence". If you have any questions,please do not hesitate to contact us at(518)792-2907: Sincerely, JARRETr Freers, PLLC 2017.07.07 1-2:39 -04.00 Robert.U.Holmes II,P.E. AN 2 3" 2n2l" Project Manager TOWN OF QUEENSSURY Cc: NancyMunro-Icke ha uel BUILDING CODES g_g,mail.com Wayne Martin wayne.wmbuilders@gmail.com 12 East Washington Street 518 792 2907 Glens Falls,NY12801 EXISTING DUSTMAIING TREE DRIVEWAY EXISTING STONEWALL AND PATHWAY TO REMAIN PROPOSEDFILL REMOVE EXISTING LIMTISVE ET®ONLY EXISTINGX'X o RESIDENCE k it 20' RESIDENTIAL k r w SETBACK k 12k F H k EXISTING VEGETATION r EROSION - .- ES--_ g Y FROM PU11P FORCE MAIN Wastewater Design Information CONTROL 1 ic 2'MANIFOLDSTATIONk Design Basis X TolttWi8agelCity of Oueersbuy k Colr6y!Slate: NYS Dept IXHealth ki kXW Water SupDI k Fx Lsling Lake Wats Supply On-sde Welt Nev wells to nage min 50P grouted casing X 10' y is ds x Wastewater Flo. MIN k 3 [aclrox 110 gpd/bedmgm(post lgg41Yatfrs2,errxtures reWirst) ti 330 gpd design lox k Primary Treatment CONNE - X J= X r 3 PURAFLO BIOFILTER UNITS Septic Tank 1000 gal tank required fora bedroom residence ONLY BLUE NODULES COLOR CODE) Prwdert 1250 gal precast cmcretetank 4.0 PVC SOIL PIPE 3 C? Model A18014x22"Zabel'Residendal Elluent Filter,oreq ury FTt0:1 RESIDENCE it a N k 33 F'Ij0y1DE SWSLLOL'l SwALE TO a r Secondary g oeicea Leaching System: Puralo Modules(150 gpd)k ti O cD o X p1j(gTEWATER LFACHL\G SY5IElA 3 units x 110 gpd it UPLAND DRAINAGE ND a 1 330 gpd 1,250 CALLON 1 in a Existing Sail Percolation Rate: 17-75 mlMnchstadfizerl rate SEPTIC TANK Dt tik Fit]Sol Percolation Rate: 5-7 minlinch stabil zed rale Reached: 330 gpd , 0.8 gpdsf = 413 sf 8 f NYSDOH RPdICtionfor NSF 40 ETU 33 °i, Net Rer9red Coshed Stene Leaching Bed Area 276 sf 1,000 GALLON , } ProNded (M atImtze capacity dflhe3 PWalo Mgdries) EFFLUENT Puralo mollies rated at 150 gpd/modulele PUMP STATION 3 mollies x 150 gpolmodu e= 450 gpd t. EXISTING 450 gpd + 0.8 gpdsf = 563 sf 8S 'I'' k• VEGETATION r NYSDOH Reduction for NSF40ETU 33 °6 EROSION CONTROL 1 f Net Reclul Coshed Stone Leaching Bed Area 377 sT BARRIER EC EXISTING VEGETATION MINIMIZE IMPACTS C EX PRABedDim12Itpvidm) 31.41 R(onto.length) VEGETATION AS MUCH AS PRACTICAL Bed Dimersiors)12 R Qvidlh) 32 it(long) Basal Area Total Bed Amato be Provided: 3B4 SquareFeet Regr6ed 450 gpd 0.8 gpolsf= 5525 sf (11-15 m winch percolation rate) 10' PROPERTY LINE Basal Amato be Provided:6321 sf SETBACK GRAPHIC SCALE I 5 0 2.5 5 10 20 EXISTING PROPERTY LINE IN FEET) EXISTING PROPERTY PLAN r3EXISTINGSCALESEEGRAPHICSCALE r PURAFLO PEAT FIBRE 810 FILTER MODULE GEOTEXTILE FABRIC 3) BLUE CODE MODULES. INSTALL PER FOR SEPARATION MANUFACTURERS DIRECTIONS f~4'-6' 'I CONSTRUCTION[I gU NOTE ET-1 4-OF TOPSOIL OVER 1`\I 1`JPROPOSEDGRADEECIENTIRELEACHINGSYSTEM FILL MATERIAL TO HAVE3 SUBMITTED TO TOWN OF OUEENSBURY F R PERMIT TO NSTRUCT5-7 MINUTE PER INCH 1( MIN• 2._4• LEACH BED; 6.OF •0—i•0 CRUSHED 08/29/16 QATIPERCOLATIONRATESTONE (WASHED) FREE OF FINES AND DUST DATE REV# ISSUED/REVISIONS EXISTING GRADE meumexTs aRonDEON N-o THIS DEENSN rear BE USED ONLY FOR THE USE seeaDED Iv—'ISSUE/REASIOrrBUXIC MOVE.nIEY IIAY nor DE USED Fog nor OBIES IU_ UONSTRUCnON' AS ANT,D. SEE.FOR SAR35 USERS WI.VOID JJARRI—EGN EERS,'P=INRIA.Ess AND DEi ND JARNM 11'AllENG NEERS P=FRONI AIN- III—U11111 MB IONIZED USE- R 8" (YP>) OF NIFIV PROPOSED WASTEWATER PLAN r-6. P o s I9 REPLACEMENT ON-SITE WASTEWATER SYSTEM MUNRO-ICKE RESIDENCE 7 7 7 186 186 LAKE PARKWAY OUEENSBURY,NEWYO RK 7\/ 2.0 FORM MAIN JARRETT Engineers, PLLC FROM PUMP STATION 12' REMOVE EXISTING SOIL AND Ouil&Enuironrnental Engineering 24't OLD DRIVING SURFACE AND H.THOMAS JARRETT REPLACE WITH SAND FILL P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N. Y. SCARIFY DE—COMPACT MATERIAL COPYRIGHT 0 2016 PHONE:(516)792-2907 AA PEAT FIBRE BIO FILTER SECTION FILL MATERIAL o'BELOW C2 R°wEsxauuo ism moi JUNE 2016 PRO#16-021 SHEET:3 OF 6 SCALE:N.T.S. uo_ uRv'ni.cTFOiI ouuc aE Nl uPBASES ET.22 x 34 PLO ED/REVISED:829/16 12:00 PM CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) GENERAL WASTEWATER NOTES MOUND TO SHED WATER UNLESS UNDER ROADWAYS; 1.PRIOR TO PLACEMENT OF FILL MATERIAL, ENGINEER TO OBSERVE THE PREPARED SURFACE OF EXISTING SOIL G1.CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEM(S), ETC. SHALL BE IN CONFORMANCE WITH RESTORE ROADS AND WALKWAYS TO ORIGINAL NATIVE SOIL BACKFILL LESS COBBLES AND TO VERIFY ALL TOPSOIL AND ORGANIC MATTER HAS BEEN REMOVED AND THE EXISTING SOIL HAS BEEN APPLICABLE NYSDEC, NYS DEPT. OF HEALTH,AND LOCA COUNTY/TOWN STANDARDS,AS WELL AS DETAILS / CONDITION; TOPSOIL SEED & MULCH NON PAVED AREAS LARGER COMPACTED TO 85% MODIFIED PROCTOR DE-COMPACTED(WHERE APPROPRIATE).SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO OUTSIDE ROADWAYS, 95% MODIFIED PROCTOR 2.FILL MATERIAL TO BE VERIFIED TO ASSURE PROPER PERCOLATION RATE. CONSTRUCTION. WITHIN ROADWAYS C 3.PRIOR TO BACKFILLING OF LEACHING SYSTEM AND PIPING, ENGINEER TO OBSERVE OF ALL INSTALLED COMPONENTS. LEACHING SYSTEM INSTALLATION: L7.LEACH FIELDS/BEDS/ENHANCED TREATMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM INSPECTION PRIOR TO START-UP (WALK THRU WITH ENGINEER; CONTACT ENGINEER TO SCHEDULE) F481, NYSDOH, NYSDEC,AND OTHER APPLICABLE STANDARDS (INCLUDING MANUFACTURER) UNLESS INSTALL MARKER \ 1 2 / OTHERWISE DIRECTED HEREON. TAPE 18" DEEP 4'0" MIN COVER 1.VERIFY EQUAL DISTRIBUTION TO EACH PURAFLO MODULE FROM THE PUMP STATION. L2.REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR CLEAN SAND % ,..!.>.,,..,\l\\! \/\l=%MN CONTRACTOR TO EXAMINE LEACHING AREA SUBGRADE AND VERIFY CONSISTENT SOIL CONDITIONS PRIOR TO ANY FURTHER CONSTRUCTION; NOTIFY ENGINEER AND OWNER OF INCONSISTENCIES. 100% PASSING Y4 \j - - 1.USE WATER EFFICIENTLY, EXCESS WATER USE CAN OVERLOAD A SYSTEM. MAXIMUM 10% 1''y.,., •L °i L3.LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN,AND ELEVATIONS OF EXISTING PASSING 200 SIE2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. VE) 1.."''``;'Vic,GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. MIN 3.DON T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.: PAINT, PAINT THINER, PETROLEUM PRODUCTS, PESTICIDES,ANTIFREEZE, ETC.j.,' A, IF REQUIRED FOR LEACH FIELD/BED SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL(SAND OR 6" MIN. (NP.)LOAMY SAND) DEVOID OF ANY LARGE STONES OR COBBLES,AND FREE OF CLAY,ORGANIC DUFF, NON-SOIL ar° '•'°,',: 4.DON'T FLUSH DENTAL FLOSS, FEMININE HYGIENE PRODUCTS, CONDOMS, DIAPERS,COTTON SWABS, UNUSED COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN MEDICATIONS,CIGARETTE BUTTS, COFFEE GROUNDS,CAT LITTER, PAPER TOWELS,AND OTHER KITCHEN AND DETAILS. PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E. SOIL SCIENTIST OR 4" MIN (6"IF BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. PROFESSIONAL SOILS ENGINEER IN BORROW PIT PRIOR TO EXCAVATION,AND IN PLACE IN LEACH FIELDES) PIP tJ- - ..X SEE PLAN N ROCK BELOW) 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. BED FOLLOWING COMPACTION. PERCOLATION TEST(S)TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT FOR SIZE) J\\ \\`` 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL ROOTS. VEGETATIVE GROWTH SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. FAILING SOIL SF AROUND EACH FAILED TEST UNTIL THE LIMITS OR IDENTIFIED. L BE REMOVED AND REPLACED WITH COMPLIANTSOIL. SUBMIT WRITTENRESULTSLSHALLTS TO OWNER 18" t AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. SEPTIC TANKS: L5.IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED DIRECTLY ON THE 1 IF 4' COVER CANNOT BE ACHIEVED THEN INSULATE PIPE WITH 2" RIGID 1.ANNUALLY INSPECT TANKS FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION (CORRECT SOIL WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED FOAM PIPE INSULATION & FASTEN SECURELY TO PIPE; PROVIDE PROBLEMS IF NOTED). WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION,AND PROTECTIVE COVER OR CASING 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION. SEPTIC TANKS MUST BE WHERE FILL MATERIAL IS REQUIRED, IT SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUMPED OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF PUSHED IN PLACE AHEAD OF THE EQUIPMENT;TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12" MINIMUM 22) IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER CANNOT BE ACHIEVED, THE OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF FILL MATERIAL AND NOT ON NATIVE SOIL FORCE MAIN SHOULD BE PLACED IN A PROTECTIVE CASING. OF THE OUTLET BAFFLE OR SANITARY TEE. (MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS.AND L6.FILL SHALL BE GRADED AND COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO THE LIMITS PUMP OUT). AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. WASTEWATER TRENCH 3.ANNUALLY INSPECT EFFLUENT FILTERS: FILTER SHOULD BE CLEANED EACH TIME THE TANK IS INSPECTED. L7.INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED LOCATE OUTLET USING PRESSURE TREATED MARKERS (OR PROVIDE AN AT GRADE ACCESS COVER). HEREON. VERIFY THAT EACH TRENCH/BED IS LEVEL USING A LEVEL,TRANSIT, OR LASER. C2 SCALE: N.T.S. L8.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: b.REMOVE TANK COVER AND PUMP TANK IF NECESSARY c.DO NOT USE INTERIOR HOUSEHOLD PLUMBING FIXTURES WHEN CLEANING FILTER FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. d.PULL FILTER OUT OF HOUSING b.ALL TREES AND STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE CUT TO GRADE AND REMOVED. e.HOSE OFF FILTER OVER THE SEPTIC TANK OPENING SUCH THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. INSERT FILTER BACK INTO HOUSING PROPERLY(ALIGNED AND THOROUGHLY SEATED). d.EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY PERMEABLE) SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIA, INCLUDING WATERTIGHT JOINTS (TYP.) WATERTIGHT'MANHOLE FRAME& COVER; SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY ENGINEER. SYRACUSE CASTINGS #1502 OR EQUIVALENT; PUMP STATION: e.SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING AS REQUIRED, PRIOR TO PLACEMENT OF PERMANENT MARKER FINISHED GRADE 2. GRADE TO DRAIN AWAY FROM COVER i.ANNUALLY INSPECT TANK FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION(CORRECT IF SPECIFIED GRANULAR FILL. PROBLEMS NOTED). L PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, 12' (MIDI,) PRECAST CONCRETE 2ANSPECT CARBON FILTER IN VENT, IF PRESENT, FOR REPLACEMENT (REPLACE AT INTERVALS TO PREVENT TO REQUIRED ELEVATION. SOIL PIPE INSTALL g.PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. AS SHOWN ONATEE REQ°D 000Rs). SYSTEM PLAN' 3.CHECK PUMP OPERATION. h.NSTALL LEACHING SYSTEMS)TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / SECTIOESSHOW PIPE INSTALL CINSPECT FLOATS FOR DEBRIS AND CORD TANGLES. VERIFY THAT FLOATS ARE SET TO APPROPRIATE i.CROWN THE FILL TO DRAIN,AND INSTAL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM ORINLET- 3. Q ON PLAN ELEVATIONS TO ASSURE PROPER FUNCTION.SILTY LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT LITTLE 5ANSPECT DRAIN BACK VAVE(S)TO ENSURE THAT THEY ARE CLEAR AND FLOWING FREELY. IIgNFILT//RATION OF PRECIPITATION). 4"SANITAR15' NON-SHRINK 6.VERIFY ALARM FUNCTIONS. TANK/SER 1GTURES AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED. C' 7.MAINTAIN PUMP MANUALS, WARRANTEES AND SYSTEM OPERATION GUIDELINES IN A PROTECTIVE COVERING NATIVE BACKFILL NEAR THE PUMP AND ALARM PANELS FOR FUTURE REFERENCE,IF NEEDED.. THOROUGHLY---o INSTALL A300-8xl8VC 'ZA W T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.. INC. OR EQUIVALENT. REFERENCES TO COMPACTED FILTER IN SANITARY TEE HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. OR APPROVED EQUIVALENT LEACHING SYSTEM: FORT MILLER 1/32' FILTRATION REQUIRED) 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE. (IF T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION (DESIGNED FOR PRECAST SEPTIC H-20) WHEEL LOADING). TANK OR WATER IS NOTED, HAVE IT TESTED FOR BACTERIA CONTENT). APPROVED 2ANSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION; REPAIR EROSION AS REQUIRED. T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT EQUIVALENT MARKER(S) OVER COVER(S),AND MEASUREMENT`TIES"TO PERMANENT STRUCTURES AS SHOWN ON THE 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. RECORD DRAWINGS" (SEE GENERA NOTES). 4ANSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOATION USING HEAVY DUN TANKS WITH 6•'EXTENDED INTERGAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T, PIPING T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). 12' (MIN.) WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK GROUT, UNDISTURBED AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT RESILIENT RUBBER SEAL. TANKS TO BE TESTED TO CRUSHEDj\\/S\/\\>/\\/\\"\\j\\j\\j\\/\\\ \\\ \j\\"\,\/\\ \/\\j\\ \/\ n SOIL P-1)ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR 26 (SEE PLANS),ASTM D3034; OR HPDE SDR 17,ASTM DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER (ENGINEER TO WITNESS). STONE \\N\\RECOMMENDATIONTS. N ALFL SEWERLL BE ISHALOBEALEAKAGECE HT SEED BTM2YAlNYSDECMAPPROVEDEMETHOD. GRAVITY T-6)CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIDNS SHOWN; DOCUMENT ELEVATIONS FOUNDATION OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. SEWER SHALL BE LAID AT THE FOLLOWING MINIMUM GRADES: RAW SEWAGE:4"AT 2%, 6"AT 1%; SETTLED 2 SEWAGE(EFFLUENT): 4"AND 6"AT 1%t.ALL PIPING SHALL BE INSTALLED AT CONTINUOUS GRADE BETWEEN T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW SEPTIC TANK DETAIL STRUCTURES(I.E. NO LOW OR HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE CASCALE:N.T.S. LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER L P-2)FORCE MAIN SHALL BE PVC,ASTM D2241, 100 PSI MIN PRESSURE RATING, OR HDPE,AS TM D2239 OR FILTER FOR MAINTENANCE ACCESS,AND PERMANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK F714, 100 PSI MIN PRESSURE RATING; PIPE TO BE INSTALLATED PER ASTM D2774 AND PIPE OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. MANUFACTURER'S RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. P-3)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT(HEAT) FUSION PROCESS,AND JOINING EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS,GROVED COUPLERS,TRANSITIONS FITTINGS,AND SOME MECHANCIAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER TO MANUFACTURES RECOMMENDATIONS. GRASS LINED SWALE I I Y T I j`; P-4)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS,OR OTHER APPROVED NOT ® ® ISI U C I II 4"t METHOD, IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, N tl y 1 1 I \ FLANGES, UNIONS, GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE SUBMITTED TO TOWN OF QUEENSBURY FOR PERMIT TO CONSTRUCT 1 USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS 08/29/16 RECOMMENDATIONS. j P-5)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE, DATE REV# ISSUED/REVISIONS AS RECOMMENDED BY THE MANUFACTURER.X24":E F vYO OF NE{ WASTEWATER DETAILS Q As qy REPLACEMENT TON- C E RESIDENCE- SITE ESTEWATER SYSTEM MUNRO3STORMWATERDIVERSIONSWALEDETAILm > a W 186 LAKE PARKWAY C2 SCALE:N.T.S. ZP Q 576 `' QUEENSBURY,NEW YORK ASL SBP JARRETT Engineers, PLLC H.THOMAS JARRETT Ciuil&Environmental Engineering P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. COPYRIGHT 02016 PHONE:(518)792-2907 JUNE2016 PRO f#16-021 SHEET:4OF6 maucii sco ucv nisuluvala. BASESHEET:22x34 PLOTTED/REVISED:8/29/1612-1,11 PUMPSTATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS(CONTINUED) CONTROL & ALARM PANEL(S) 10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. ALARM ONTROL 1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. 11) ALL WORK MST OR STATE THEHESLATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY PANEL PANEL 2) ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION. INSTALL PUMPS UNDER COVER TO FACILITATE 12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. EASY REMOVAL AND INSTALL JUNCTION BOX 3) DUPLEX CONTROLLER AND ALARM; MODEL IFS DUPLEX TIME DOSE BY WITHIN REACH OF COVER FOR MAINTENANCE SJE RHOMBUS, OR EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. 13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF PURPOSES. WORK. COORDINATE LOCATIONJ 10 POWER (SOURCE PER OWNER) 4) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. ( 14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. WITH OWNER 5) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. 6) VISUAL AND AUDIO ALARM. PIPING SYSTEM JUNCTION TDFFLUENT PUMP(S) — 2 7) ALARM RESET AND TEST BUTTONS ON DOOR. 1) PUMP STATION PIPING: SCHEDULE 40/80 PVC 8) LOCATE AS DIRECTED BY OWNER. 2) VALVES: INLET FROM SEPTIC TANK TO LEACHING SYSTEM 9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. CHECK — PVC, BALL TYPE. SHUTOFF/THROTTLING — BALL VALVE — PVC PRECAST CONCRETE STRUCTURES PUMPS: 2" TEE W/ DRAIN BACK VALVE 1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS OTHERWISE NOTED, ALL 1) INSTALL PUMPS PER MANUFACTURERS RECOMMENDATIONS. STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. 2) ENGINEER TO WITNESS OPERATION OF PUMP STATION UPON COMPLETION. 2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO WALL WITH NON—SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. 3) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER SUPPLY. PLAN VIEW 4) V' SOLIDS HANDLING. 5) HYDROMATIC PUMP MODEL: SHEF30. DOSE VOLUME CALCS: 6) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST THROTTLING TO ACHIEVE 20t GPM DISCHARGE RATE. MARK VALVE 1) PURAFLO MODULE(S) DOSE VOLUME OPERATOR(S) AT THIS POSITION. 5-15 GALLONS PER DOSE PER PURAFLO MODULE AT 2 HOUR INTERVALS 12 DOSES PER 24 HOUR PERIOD) ELECTRICAL SPECIFICATIONS FLOW RATE TO EACH MODULE TO BE 7-12 GPM. 330 GPD SYSTEM DESIGN FLOW NEW 3" (MIN.) DIAMETER VENT PIPING 330 GPD a 12 DOSES/DAY = 27.5 GAL/DOSE — 28 GAL/DOSE VENT PIPING TO BE ROUTED UP CONTROL POWER EXTERIOR OF RESIDENCE TO MATCH 115 VAC 28 GAL/DOSE _ 3 MODULES = —9.3 GAL/DOSE/MODULE APPEARENCE OF ROOF LEADER DRAIN PIPE. VENT PIPE TO BE TERMINATED 30" MIN. R 22) FORCE MAIN & MANIFOLD VOLUME FOR DRAIN BACK ABOVE ROOF LINE); PROVIDE APPROVED 1)(2)(3) (4) (5)(6) 50't FORCE MAIN & MANIFOLD LENGTH CARBON FILTER INSERT NEW RAUXHI—LEVEL ALARM ELAY 0.16' GAL/FT. OF 2"0 PIPE WATER TIGHT CAST IRON 2" RISER WITH CAP FOR LIFT OUT IN CONTROL PANEL) 50' x 0.16 GAL/FT= 8 GALLONS FRAME AND COVERS (2); OR EQUIVALENT (COORD WITH OWNER) 7) SYRACUSE CASTINGS '#1502 JRA 3) MIN DOSE VOLUME REQUIRED FROM PUMP STATION OR EQUIVALENT (TYP.) HATCH COVER SIZING COORDINATED WITH L1 R::MOWNER, U FACILITATE EASY ACCESS TO 28 GALLONS + 8 GALLONS = 36 GALLONS REQUIRED FINISHED GRADE; GRADE PUMPS DURING FUTURE MAINTENANCE WATER PUMP TO DRAIN AWAY FROM HATCH COVERS HEAVY DUTY POLYETHYLENE LIFT OUT SEPTIC EFFLUENT PUMP 230 VAC, IPH) CORDS (4 REQ'D) ATTACHED TO STAINLESS TANK STATION (8)(9) PRECAST RISERS 24" 18' (MIN.) STEEL EYELET ANCHORED IN CONCRETE HEIGHT AS NEEDED) I~(MIN. WATER TIGHT NEMA TYPE 6 T" HANDLE VALVE OPERATOR JUST UNDER OPENING, JOINTS (TYP.)JUNCTION BOX REMOVABLE FOR USE WITH 3"VALVES, HANG NEAR HATCH 1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL 8" HEAVY DUTY BE A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, TANK COVER SINGLE PHASE SERVICE. PITLESS ADAPTER OR EQUIVALENT 2) IF PANEL130ARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR 2" BALL VALVE (2) FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND INLET FROM SEPTIC TANK— 2" TEE (2) BONDED TO THE WATER SERVICE PIPING. 2ND HIGH WATER ALARM, TIMER OVERRIDE 4 10 LEACHING SYSTEM—3) FOR DUPLEX PUMPS, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP W/WATER SUPPLY SHUT OFF REQUIREMENTS) BREAKER (PUMP POWER)AND 1 — 1 POLE 15 AMP CIRCUIT HIGH WATER ALARM & LAG PUMP ACTIVATION 2" FORCE MAIN BREAKER (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN DEPTH BELOW INLET INVERT) POWER CORD PROVIDE REDUCING TEE WITH 1" BALL PANELBOARD, PROVIDE A LOADCENTER (SQUARE D TYPE DO OR EQUIVALENT) 2" PIPING VALVE ON BRANCH; THROTTLE BALL VALVE ADJACENT TO THE PANELBOARD. THE LOADCENTER SHALL BE RATED FOR TIME DOSE ACTIVATION FLOAT SWITCH TO ALLOW 'TRICKLE" FLOW BACK TO WET WELL; 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND SHALL CONTAIN THE TWO ITP FOR TWO FLOAT LEVEL SWITCHES (3 REQ'D) 4" CONDUCTORS FROM CIRCUIT BREAKERS DESCRIBEDRPANELBOARD TO OTHE ELUGS ON A TAP OTHEISLOADCENTER.TING OF (2 + GND) 2" CHECK VALVE 4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL NATIVE BACKFILL SUBMERSIBLE EFFLUENT PUMP (2) REQUIREMENTS OF EACH COMPONENT. i//// j/ //. THOROUGHLY COMPACTED PRECAST 1 TANK FORT MILLER, OR EQUIVALENT N^T P_ O ID M N SyO\,.. C TI U}I® 1 12" (MIN.) COMPACTED CRUSHED STONE SUBMITTED TO TOWN OF QUEENSBUHY FOR PERMIT TO CONSTRUCT MATERIAL ATOP FIRM NATIVE FOUNDATION 06,/29/16 QA NOTES: DATE REV# ISSUED/REVISIONS 1) LOCATE BE READILY ACVE OCESSIBLLEST ROUGHTION BOX COVER(S). TO OFNEIv PUMP STATION DETAILS gy Psi SECTION 8x 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE ORJq ir REPLACEMENT ON-SITE WASTEWATER SYSTEM A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. c SEE ELECTRICAL SPECIFICATIONS) MUNRO-ICKE RESIDENCE o Lu 166 LAKE PARKWAY QUEENSBURY,NEW YORK Q SSP JARRETT Engineers, PLLC H.THOMAS JARRETT Civil&Enuironmental Engineering y PUMP STATION DETAIL P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. CZ SCALE N.T.S. COPYRIGHT©2016 PHONE:(518)792-2907 rco s oc nsswwvmcvnn,n JUNE 2016 PRO#16-021 SHEET:5 OF 6 rus oocurtirtrxari EASESHEET.22.34 FLOTTED/REUSED:8/29/1612:00 PM rsuunvr,x EROSION 8c SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS WD TIGHT EROSION 8c SEDIMENT CONTROL: END TO END. PERPENDICULAR TO DIRECTION OF FLOW GEOTEXTILE FABRIC: FILTER X. MIRAFI 100x, STEEL OR 2"x 2' ES-1) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO STABILENKA T140N,OR EQUIVALENT; OVERLAP HARDWOOD POSTS CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE SCHEDULE A PRE–CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. TIE JOINTS 6' MINIMUM PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL USDA–NRCS, 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.4i__ FLOW 24" (MAX.)TYP. AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND ES-2) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND MAINTAIN LOG/REPORT BOOK. HARD SURFACE TIE POINTS SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN THE PERMITTING AUTHORITY. BE FOUND AT: http://www.dec.ny.gov/chemical/29066.htmi SECURELY FASTEN WIRE ES-3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY C I--5' MAXIMUM—! FENCE TO POSTS & LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN OTHER ENVIRONMENTAL CONTROLS-.SAND BAGS FABRIC TO FENCE MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK'); LATEST EDITION STEEL OR MOOD POST WITH BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP–RAP, NON–DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF WOVEN WIRE FENCE STRUCTURES. TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT 14.5 GAUGE MIN.; MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. 6'MESH SPACING AS REQUIRED) ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, 1'-4" 1'-4" TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED SHEET FLOWp DRAINAGE p FLOY7 t T- MEASURES SELWITHINSEVENECTEDSHADAYSLLBEIN DATE THECONFORMANCEILWITHT THENCEMOST CURRETY CEASED. THE NTENT VERSION OF SOIL THESTECCHNICA ON II A B MIN. 1 1-8• FLOW V-8" C—FLOW STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. LI r 8 FLO\4 1 S MIN) ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL GEOTDCTILE FABRIC DRAIN ROCK MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS 4' MIN.1 MEDIUM RIP RAP (TYP.) COMPLETE AND ESTABLISHED. 4'x6°TRENCH GEOTEXTILE FABRIC BUTT BALES EN' NON-WOVEN GEOTEXTILE FABRIC V-4o WITH COMPACTED BACKFILL V-4" ES-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING I.E.: NO GAP IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOTES: NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT GEOTEXTILE FABRIC WRAPPED DIKE CONSTRUCTED USING AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. AROUND HAY BALES,AS SHOWN ABOVE ORIGINAL GRADE CRUSHED STONE AND LIGHT 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY ORRIPRAP SEMI-PERMANENT BASIS (1 YEAR !MAXIMUM) FOR EROSION CONTROL ES-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 2'x 2'HARDWOOD STAKES OR RE-BARS CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO OWNER/ DRIVEN FLUSH WITH BICE; 2 STAKES ENGINEER FOR APPROVAL. PER BALE REQUIRE), ONE VERTICAL. ONE ANGLED 2NOTES: SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY' ES-8) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 OF CONSTRUCTION UNTIL FINAL 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW SITE STABILIZATION TO PREVENT EROSION; OPTIONS INCLUDE: 4'MIN. DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER 8'MIN. (TYP.)DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. ON A SLOPE: SLOPE STEEPNESS MAX.SLOPE LENGTH CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED. OVERLAP FABRIC 2 A°TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FI B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. 0 STAKE FOR PERMANENT EARTH DIKES. C) APPLY EROSION CONTROL MATTING.O 3:1 50 FT D) OTHER, AS APPROVED BEDDING DETAIL 3) 'B°TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING 4:7 75 FT EARTHWORK&TURP ESTABLISHMENT:NOTES:GROUND OR MAXIMUM 18' HIGH. 5:7 OR FLATTER 100 FT 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. EARTH DIKE SEDIMENT AS NEEDED; 9' (MAX.) RECOMMENDED STORAGE HEIGHT. ON THESE PLANS OR BY OWNER. 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)5 REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH EROSION CONTROL CONTRIBUTE SEDIMENT OFF–SITE AND CAN BE PERMANENTLY STABILIZED. GRASS AT OTHER NATIVE/NATURALIZED ED MATERIALS A CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. STRAW BALE DIKE COMPOST 2"x2°WOODEN STAKES ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL RDURING WORK. WHEREFILTERSOCKPLACE)AT 10' Q.C. SILT FENCE AND APOSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER. WWWWV/WW ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED DITCH STABILIZATION GUIDELINES BY THE TOWN. al 1 GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS A MIN. NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARYgq,{, B 4' MIN. 1 EXIISTING DEPENDING ON SITE CONDITIONS) CONTOURS FL"OVIi 1 1 DS–i) 0-6%: SEED & MULCH MIN. 1 MEDIUM RIP RAP (TYP.) 1 0 DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING NON–WOVEN GEOTEXTILE FABRIC EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) o G8' DS-3) 10-15%: SEED & MULCH W/TEMPORARY OR PERMANENT EROSION DIKE CONSTRUCTED USING o s 1 CONTROL MATTING ORIGINAL GRADE CRUSHED STONE AND LIGHT EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) 702. NOTES: RIP RAP 101- DS-4) 157+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOP! DRAINAGE ON MODERATE 100"--- • EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, 2' WOODENa COMPOST FILTER OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED PROVIDE OVERFLOW CAPABILITY. STAKES PLACED SOCK CHANNEL) 2) A'TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH 10' O.C. SLOPE STABILIZATION GUIDELINES DIKES.GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY 3) 'B'TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUMDEPENDING ON SITE CONDITIONS) 18" HIGH. 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT SS-1) 0-25%: SEED & MULCH 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. BYPASS FLOW. 5) DIKES TO BE REMOVE)AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES 2.) DIAMETERS DESIGNED FOR USE SHALL BE 10-32' EXCEPT THAT 8" DIAMETER SS-2) NORTH AM: SEED & MULCH W/TEMPORARY EROSION CONTROL MATTING T T®pgq CONSTRUCTION y,y p q ;a 4 SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN ,25 ( EX. NORTH AMERICAN GREEN MODEL: 5758N OR APPROVED EQUIVALENT) tll ry\` 1®vl I ACRES. SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION STONE DIKE CONTROL MATTING ON SLOPES 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2'X 2'WOODEN STAKES (EX. NORTH AMERICAN GREEN MODEL: S15OBN OR APPROVED EQUIVALENT) CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) S –4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON DRIVEN 12' INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. 08/29/16 DA SUBMITTED TO TOWN OF QUEENSBUHY FOR PERMIT TO CONSTRUCT CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL 4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED SLOPES DATE REV# ISSUED/REVISIONS BLUE BOOK'FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL THE FOLLOWING LIMITS EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) DWIN-) sL20 SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON OF NEIv EROSION CONTROL DETAILS EC j251020253350 EV 1 8 300 200 Too so ao 30 20 SLOPES Y° 12 375 250 T2s s5 50 a0 25 EX. NORTH AMERICAN GREEN MODEL: C125BN OR APPROVED EQUIVALENT) y O 5 q 9 REPLACEMENT ON-SITE WASTEWATER SYSTEM 18 500 275 rso 70 55 45 30 OR OTHER APPROVED STRUCTURAL MEASURES) 71: MUNRO-ICKE RESIDENCE246503252001301006035 32 600 1 425 1 275 1 Iso 120 7s so n 1 Lu 186 LAKE PARKWAY y y7 •' QUEENSBURY,NEWYORK COMPOST FILTER SOCK JARRETT Engineers, PLLC CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FIAY/ ONLY) H.THOMAS JARRETT Civil&Environmental Engineering CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL'BLUE BOOK' FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N. Y. 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) COPYRIGHT02016 PHONE:(518)792-2907 0,2.:o,n o4Ga EC 1 SCALE: N. T.S. SHEET FLOW BARRIER DEVICE SYMBOL811E5EPLS1b1L 0O14'o""'F JUNE 2016 PR #16-021 SHEET:60F6 ruovum 6ASESHEET 22234 PLOTTED/REUSED:8,29/1612:00 FM