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BOTH-000146-2015 C v r+ U U d f '6 A N O c U Z N o = H w a © c O 0 N � °o ao H -C m 00 En Ln O v Cj '~ +� �" •�cm U V Cd ON 0 r s .� .� N O En C;3C1 a + CSC i a H Q H ' a l ��14 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000146-2015 Tax Map No: 290.17-1-41.1 Permission is hereby granted to: Deborah Roberts For property located at: 261 HAVILAND 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 Tvoe of Construction Owner Address: Septic Disposal 50:00 Total Value 50.00 Contractor or Builders Name/Address Electrical Inspection Agency GRACE ROBERTS 261 Haviland RD Queensbury,NY 12804 Plans&Specifications PERMIT FEE PAID-THIS PERMIT EXPIRES: (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 ex iration date.) Dated at the Town Queens SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement i SEPTIC DISPOSAL PE L9 CIE 0 V Use Qnly ,� 10/14/1 .�� 5 2015 1h ed M W ID bUTA- Z90.17-1-41. _.__ - -ZO TAX MAP 1'D t� �1 CpJIFformi No. LocAT70NOFINSTALLA77ON 2bl Fiaviland{ 13UlLnNC� c Cr17 Permit Fee o _-----_-___ _ p ovals: APPucAN7 Deborah Roberts PHONE/E-MAIL 761-6605 ADDRESS 273 Havi land Road, Queensbury, NY WTALLERBUILDER: — PHONE I E-MAIL ADDRESS: 0WER Grace Roberts PHONE/E-MAIL Address 261 Haviland Road, Queensbury, NY 12804 CONTACT PEgSON f M AIV&&WD MP €; Deborah Roberts PHoHF_ 761--6605 RLVMCE INFORMA]!ON Year Built ;Y of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older 5 -- - - - 110 550 Garbage grinder installed Y XN 1981-1991 Spa or Hot Tub installed _Y XN 1992-Present PARCEL INFORMA770N Topography X Flat rolling _Steep slope _%slope Soil Nature X Sand _Loam Clay _Other Groundwater At what depth? >12011 Bedrock I Impervious Material At what depth? >12011 Domestic Water Supply Municipal _____Well(if well,water supply from any septic system absorption is fl.) Percolation Test Rate. ,nute per inch(test to be completed by licensed engineering I architect) PRQfV$EV$Y5NMF0RNEWCOPM N Infiltrators Systems, Inc- Quick 4 36" Equalizers Tank Size 2-10 0' allons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length 17 6 1 f fl.;Each trench 4 x 44 Seepage Pit with#3 stone How many: ;size Altemative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks blots 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received& approved. The installed system must match the septic system layout on file-no exceptions. DECLARA770N: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: eborah Robert Date: Signature: Date: J.� P qrs Town of Queensbury Building&Codes Septic Disposal Permit July 2014 JAIN'T Fr7g?iieers, PLLC Civil&Environmental F. rileerrt Transmitted via email June 27, 2016 Town of Queensbury Building& Codes Attn: Dave Hatin 742 Bay Road Queensbury,NY 12804 Re: Grace Roberts Residence ' too r- 261 Haviland Road, Queensbury NY 12804 RECEIVED Wastewater Disposal System JE 15-029 Dear Dave, This letter is to certify that representatives from this office visited the Grace Roberts property at 261 Haviland Road during construction of the replacement wastewater disposal system to serve the existing residence. Based on our field observations, we feel that the system has been constructed substantially in conformance with "Replacement Wastewater System" drawings prepared by this office for Grace Roberts, and issued for construction as "Revision I" on 11/9/15, except as noted below: 1. The system, especially the septic tanks and distribution box, was relocated to avoid site features, and the revised location is shown on the attached drawings 2. Geotextile fabric in lieu of geogrid fabric was installed atop the leaching system to protect it from light duty vehicular traffic, ie: lawn tractors, etc. If you have any questions, please do not hesitate to contact us at 792-2907. Sincerely, JARRETr FA "veers, PLLC 2016.06.27 09:57:35 -04'00' H. Thomas Jarrett, P.E. Principal Encl: Wastewater Record Plan-REC Revision 2, dated 6/21116 Ecopies e/encl: Grace Roberts c/o Bob Singer& Deborah Roberts 12 Fast Washington Street 518 792-2907 Glens Falls, NY 12801 �w wo ri.a 13WunrywK.[IP,In as a ra ,.m..}w"�i>.u�a[u m.,ou,mr.[ow:a Doul 977d'—alIIWUH L32iNVI' n ateI q i. o4 O1 e�lv�e vua5au aeurti aawm� S1H3WU33VdD 1131YN31GVAKIN3Y30"31 _) aad NYld OU003H 8RVM31S m xvkonm i„ Iel:fld>rl�i"f5'll"]ATI �ana�Yl[dI1 .lIY+�Y1u[[rl Y�9.rr�� I N(11.LYf)I1,53MI13]Yl1N$&Ifi LIIQ S Seas �� qlfamW scra-lsai y�yy RJ�r' y tpLlrn .ua3T'iBISYfIL L19i TIJat . — .._.+, rwwsY[w}[ww�%wF,�,W nvavwusi F�vu �v or.m+.....a ne .au.wr rnxwae[oeaerlatax .. wse[u+ wrniLr[w dL1 »ti u.rm�..�'c IIrY�[[I aU�wL �� eLra[eeL[e®[[i !I S�'13RIMf[M[M W sml 'rase'aa+mT+uvl. r+��mb< 1'MI� SnY1ihM,ew-t�+�T.. J n.w..4 q.lwS C!ttS .wxa+acs.,e + ^xJ R+++r[16 .N.1 PA.wM[e .1V. .• •� r 'HFirsen mIOOY ,i 4M,+aN'+d.eq.v�raavA GENERAL NOTES: G-1) MAP INFORMATION TAKEN FROM WARREN COUNTY COMMUNITY MAPPER (GIS). G-2) REFERENCE SURVEY- "MAP OF A SURVEY MADE FOR GRACE ROBERTS BY VAN DUSEN & STEVES, LAST REVISED JANUARY 18, 1995. -- ------:, -- - --- G-3) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. co e C -- -- _ - EXISTING y _ �O�VA`` WAREAD t. F.. r �g7 faffll 1313 M m 13 p 00130■ ,mpe Op 19®®■13e 0SI■ ■■■.... j ROAD `® XISTING I _ . ■ I BARN ,L - /- e XXXXXxxXXXxxxxxx,. } Lip ® + r I ,., . NllandPark �.. — © °� r e ° i I I o FAIRWA�4 03 13 __ i ■ p E 15 NGl : i HAVIL4ND ROAD SHED I , ■ - I1 17 SITE LocanoN T4 On at 0 EXI- IS11Nc� _ li ® ri ��N!►andAleadoly j pit CODED - .. :_ MEADOWBROOK 7r. p AREA _ , , .--- Exls INc WOODED ROAD -• OtwQQD %K Q=� 13 T- ROBERTS, GRACE �� + -ERWIJOD r ., 13 )— IIASTEBS /�° 13 TAX MAP ID: _s ( 0 ',CIR —_common �I It EY.ISTING 290.17-1-41.1 2 IWASTEINATERI. I Sp IM 0 ASPH 1Li e i t G - .. CRIVEI,AY «. Ot \C2 _-__.-_ PL II ;O,Ot ♦ y H j ,ave I I t lAl 50Ui 1 x•x xx Nlland Springs o - EXISiNG ! `T014Wf10tI1QS ® X�ACHYBSAD - NDRAI _ F ■ w :i I I VIII I C .. z - -_ � EXISTING ■ .. o -' ASPHALT ■ LOCATION PLAN ■ IL_ r� •I a' DRIVEWAY ■ _ SCALE. N.T.S. Im I- p •�S BEOROOH . ® RESIDENCE 1 _.,� eI ' - ,i p (mss TO g 13 El B _. 7DEIDDC10Op©m®ona_me■lap®©pp©®e■■Hai®po'unram �1" • Iig �+ 3• Zn r NOT FOR CONSTRUCTION LEGEND: _ } 10/14/15 QA SUBMITTED TO QUEENSBURY FOR WASTEWATER PERMITTING PROPOSED OBJECTS IN THIS DESIGN: - _--- - PROP SANITARY GRAVITY MAIN:-SA-13 DATE REV# ISSUED/REVISIONS _ TMoEQU- =,w°°�,n t,EwR� rtEnE�s:orrt� enE.U.rtmrtErtEoro2".NrtErt PROPOSED SEDIMENT CONTROL BARRIER:•xxxxxxxxxxxxxxxxxxxxxxxxxxxx _ - HAVILAND ROAD aurnorr w:r ,r Er,rt:r,sEcs nxci�cuicsss uoe'Exoa.aR 11AWIN REVISION INDICATOR:® SUB-CATCHMENT 15 -. - �,OFN[(,(,Y PROPERTY PLAN C1 INDICATOR: - - -- - �---_-- _-_-- TEST HOLE:O TP # POND INDICATOR: 1p PERCOLATION TEST:®PT # REACHNOTE TOR: 1R 1 �F O S�q o9% REPLACEMENT WASTEWATER PROPERTY PLAN k ii � GRACE ROBERTS n ;t; w 261 HAVILAND ROAD NOTE: G-1 SCALE: SEE GRAPHIC SCALE R, w NOTE REFERENCE TAG: y '• A•t" QUEENSBURY,NEW YORK C7 SEE DRAWING J' C� # FOR NOTE GRAPHIC SCALE O•'`T°� 4;� 1 DETAIL # 20 0 10 20 40 80 OF6SS1!)p1PN' JARRETT Engineers, PLLC DETAIL REFERENCE TAG: D7 Ciuil&Environmental Engineering SEE DRAWING # FOR DETAIL H.THOMASJARRETT (IN FEET) P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 SECTION CUT DIRECTION COPYRIGHT 0 2015 GLENS FALLS,N.Y. FAX:(518)798-1864 SECTION REFERENCE TAG: D7 A SECTION LETTER ��s:� SEPTEMBER 2015 PRO#15-029 SHEET:1 OF 4 B10E�'Ngoµo SEE DRAWING # n o:mocncomue FOR SECTIONc:aco BASESHEET:22.34 PLOTTED/REVISED:10/14/153'00 PM rirtnnrro::asws oowucrrt arFrr 4 DRAWING NOTES Wastewater Design Information _ C2-1) ALL TREES TO BE REMOVED SHALL HAVE STUMPS GROUND TO 4» Design Basis _ BELOW GRADE. Town of: Queensbury EXISTING NYS Deptof Health YlCODED I C2-2) REUSE TOPSOIL AS AVAILABLE, TO BE SUPPLEMENTED BY OWNER _AP.EA _ - - SUPPLIED TOPSOIL GRASS SEED TO BE SUPPLIED BY OWNER. WaterSupp C2-3) ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED Municipal Water supply EXISTING 1 TO ORIGINAL CONDITION; IF VEGETATION IS NOT ESTABLISHED BY BIRD INC �T EXIsn c No krawn existing potable water supplies located within 100 ft.of proposed wastewater 9P RN - MAY 15, 2016, RESEEDING/REPLANTING SHALL BE REQUIRED. disposal system �xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx• Wastewater Flow / 5 bedrooms x 110 gpd/bedroom = 550 gpddesignflow +++ (installation of water saver fixtures throughout residence required,no kitchen garbage SEDIMENT 1 ++ grinders or spas/hottubs connected to wastewater disposal system) .CONTROL BARRIER Primary Treatment Septic Tank-Required: 1500 gal tark required fors bedroom residence Fz Provided: 2-1000 gallon septic tanks provided in series,with INSF Certified Residential Effluent Filter 'QUICK 4 EQUALIZER 38' LEACHING CHAMBER BY 2 SecondarVTreatment INFILTRATOR', OR D1 Leaching Device: Leach Field APPROVED EQUNN EM — 1 X47LATERAL LENGTH _ Existing Soil Percolation Rate: <5minrinchstabilized rate ExISTINGF INCLUDING END GAPS SHED Leach Field Sizing: 6' MIN. SPACING, fij P 50902 1 I8•SHOWN Required: 550 gpd/1.2 gpd/sf = 458 square feet 25%NYSDOH Credit for 24"Wide chambers 344 square feet required minimum required 4 laterals @ 43 lineal feet 5-HOLE DISTRIBUTION BOX 1 U BY FORT MILLER CO.. OR " Provided: 4 laterals @ 44 lineal feet APPROVED EQUNALENT DI TP 1 0 02-2 xt ; ' Effluent Dosing/Distribution ExlsnNc Gravity distdbutlon from septic tank via distribution box WOODED - AREA Sept 2 URF 2015 SUB CE INVESTIGATION -j ° nitnessed/perfomx:d byJARRETT Engineers,PLLC EXISTING WOODED a J 4'a PVC SDR 35 GRAVITY ;" ��u,� �.r� AREA T FCT PITS EFFLUENT SEWER ' O 1%SLOPE MINI -- 1 :,INSTALL SEDIMENT li`a G_ 3��I' �' II r7 u � TP NUMBER LOCATION DEPTH SOIL DESCRIPTION CONTROL BARRIER Il `i c L� I t'� u c c� 1,000 GAL. SEPTIC TANK 3 �7> EC 'AROUND PACHYSANDRA 0 19'DIRECTLY TP 150902-1 ' PO TOPSOIL LIGHT BROWIJ FINE SAND WITH LAPP FORT EQ EQUIVALENT DI EXISTING � Dun o C � ?? TP150902-1 SOUTH OF 0-96' TRACE MEDIUM SAND S TRACE TO SOME i, ASPHALT - b fl o'A n 8�.1 CORN CRIB _ -n°n COBBLES/BOULDERS DRIVEWAY SOUTH WALL N IG �- - ¢ %x _ - - BETiWEN BARN& TPI50625-2 0-8' MEDIUM BRO'ATJ FINE-MEDIUM SANDY TOPSOIL ++ SHED(NORTH ++++ 1 r CONNECT LAUNDRY WASTE LINE of TPI) TO MAIN BUILDING SEWER, WITHIN 8-28' RED BROl1N FINE SAND WITH TRACE MEDIUM 6 k EXISTING ---— ° BASEMENT IF POSSIBLE SAND&TRACE COBBLES/BOULDERS 3'0 HDPE OR 4'4 PVC SDR 35 GRAVITY x _ _ EFFLUENT SEWER O 1% SLOPE MIN.; ?{ PACHYSANDRA LIGHT BROWN FINE-MEDIUM SAND TRACE TO EXACT ROUTING TO BE DETERMINEDk BED TO BE 28-120' PROTECTED BY OWNER& CONTRACTOR; ROUTE .a x - SOME COBBLES/BOULDERS v TO AVOID SPECIMEN TREES, ROOTS, x �.. r NO 4YATER OR MOTTLING IN HOLE AND PACHYSANDRA BEDS - X- EXISTING BY F GAL SEPTIC TANK ' R DRIVEWAY Sept.2,2015 SUBSURFACE INVESTIGATION BY FOR MILLER CO., OR - r APPROVED EQUIVALENT; xtitnessed perfonTed by JARRETT Engineers,PLLC EXACT ORIENTATKXN OF TANK rl -- _ - - TO BE DETERMINED BY OWNER MIN 7 U --- ' &CONTRACTOR (MUST MAINTAIN "`' !! PFRCOI ATION TFSTS 10' MIN. HORIZONTAL SEPARATION ----- — I { �•; TO FOUNDATION WALL) l PFRC TEST It DIAMETER DEPTH SOH DESCRIPTION _ - L EXISTING PT150902-I 10' 30' RED BROWN FINE-MEDIUM SAND 5 BEDROOM- —_ RESIDENCE j STABILIZED PERCOLATION RATE OF I MIN 4'4 PVC SDR 26 BUILDING a 19 SEC _ 1u '; O 2%SLOPE NOT FOR CONSTRUCTION RAISE PLUMBING; RAISE AS HIGH AS 10/14/15 QA SUBMITTED TO QUEENSBURY FOR WASTEWATER PERMITTING POSSIBLE ON FOUNDATION WALL S- -) — - DATE REV# ISSUED/REVISIONS oda) _ , ucrecv,"�omo�ocn�nove.n�ErvA.°or°E°"E°roR�r>r��rR aoen�—o--....ri�,�ca of NEIV WASTEWATER PLAN COC2 '�- � o J�9��- REPLACEMENT WASTEWATER ------ -- _ -- —' GRACE ROBERTS w 261 HAVILAND ROAD WASTEWATER PLAN N aS`' G ' QUEENSBURY,NEW YORK SCALE: SEE GRAPHIC SCALE JARRETT Engineers, PLLC GRAPHIC SCALE Civil&Environmental Engineering 10 0 5 10 20 40 H.THOMAS JARRETT P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 COPYRIGHT 02015 GLENS FALLS,N.Y. FAX:(518)798-1864 (IN FEET) SEPTEMBER 2015 PRO#15-029 SHEET:2 OF 4 Ci urtanroi�ana`wcuuuno�avr J BASESHEET:22.34 PLOTTED/REVISED:10/14/15 3:00 PM tL GENERAL WASTEWATER NOTES TANKS/STRUCTURES CONSTRUCTION MILESTONE (CONTACT ENGINEER TO SCHEDULE) •PRIOR TO BACKFILLING OF LEACHING CHAMBERS AND MANIFOLD PIPING, ENGINEER TO OBSERVE G—t CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM(S), ETC. SHALL BE IN T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT. EXPOSED CHAMBERS AND MANIFOLD PIPING. CONFORMANCE WITH APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. •PRIOR TO COVERING D—BOX, ENGINEER TO VERIFY INSTALLATION OF SPEED LEVELERS AND EQUAL STANDARDS, AS WELL AS DETAILS /SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUN CONSTRUCTION DISTRIBUTION. TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. (DESIGNED FOR (H-20) WHEEL LOADING). T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF OPERATION, MAINTENANCE, AND ANNUAL INSPECTION RECOMMENDATIONS LEACHING SYSTEM INSTALLATION: PERMANENT MARKER(S) OVER COVER(S),AND MEASUREMENT"TIES"TO PERMANENT STRUCTURES AS SHOWN ON THE"RECORD DRAWINGS" (SEE GENERAL NOTES). PREVENTION, L1.LEACH FIELDS / BEDS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED 1.USE WATER EFFICIENTLY, EXCESS WATER USE CAN OVERLOAD A SYSTEM. AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. AGAINST POSSIBLE FLOATION USING HEAVY DUN TANKS WITH 6" EXTENDED INTERGAL BASES, OR 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. L2.REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. 3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS (I.E.; TOPSOIL FOR RE—USE. CONTRACTOR TO EXAMINE LEACHING AREA SUBGRADE AND VERIFY T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGff JOINTS PAINT, PAINT THINER, PETROLEUM PRODUCTS, PESTICIDES, ANTIFREEZE, ETC.) CONSISTENT SOIL CONDITIONS PRIOR TO ANY FURTHER CONSTRUCTION; NOTIFY ENGINEER AND (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL 4,DON'T FLUSH DENTAL FLOSS, FEMININE HYGIENE PRODUCTS, CONDOMS, DIAPERS, COTTON SWABS, OWNER OF INCONSISTENCE& WITH NON—SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT RESILIENT UNUSED MEDICATIONS, CIGARETTE BUTTS, COFFEE GROUNDS, CAT LITTER, PAPER TOWELS, AND RUBBER SEAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY L3.LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN, AND ELEVATIONS OF ENGINEER (ENGINEER TO WITNESS) OTHER KITCHEN AND BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC . EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. SYSTEMS COMPONENTS. L4. FILL MATERIAL, IF REQUIRED FOR LEACH FIELD/BED SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL T-6)CONTRACTOR TO INSTALL TANKS / STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. (SAND OR LOAMY SAND) DEVOID OF ANY LARGE STONES OR COBBLES, AND FREE OF CLAY, ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. I 6.ONLY PLANT NON—WOODY VEGETATION OVER/ NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE ORGANIC DUFF, NON—SOIL COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF FILL SHALL T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FROM ROOTS. VEGETATIVE GROWTH SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATES) TO BE VERIFIED BY A FLOW RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER QUALIFIED INDEPENDENT PARTY (I.E. SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER) IN SHALL BE LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND:COVER TO BE BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD / BED FOLLOWING PROVIDED OVER FILTER FOR MAINTENANCE ACCESS, AND PERMANENT MARKERS SHALL BE SEPTIC TANKS: COMPACTION. PERCOLATION TESTIS) TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. 1.ANNUALLY INSPECT TANKS FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE (CORRECT PROBLEMS IF NOTED). ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL PIPING 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION. SEPTIC TANKS ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. SUBMIT MUST BE PUMPED OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. P-1)ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR 26 (SEE PLANS), ASTM D3034; OR HPDE SDR THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN L5.IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED 17, ASTM D3350; INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321, AND TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE. (MONITOR TANKS FOR DIRECTLY ON THE SOIL WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). SHOULD EVER BE ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT APPROVED METHOD. GRAVITY SEWER SHALL BE LAID AT THE FOLLOWING MINIMUM GRADES: RAW 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS: FILTER SHOULD BE CLEANED EVERY TIME THE SHALL BE USED FOR INSTALLATION, AND WHERE FILL MATERIAL IS REQUIRED, IT SHALL BE SEWAGE: 4"AT 2%, 6" AT 1%; SETTLED SEWAGE (EFFLUENT): 4" AND 6" AT 1%t. ALL PIPING TANK IS INSPECTED. DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT; SHALL BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR HIGH c.LOCATE OUTLET USING PRESSURE TREATED MARKERS (OR PROVIDE AN AT GRADE ACCESS TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12 MINIMUM OF FILL MATERIAL AND NOT ON POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. COVER). NATIVE SOIL. P-2)FORCE MAIN SHALL BE PVC,ASTM D2241, 100 PSI MIN PRESSURE RATING, OR HDPE, AS TM b.REMOVE TANK COVER AND PUMP TANK IF NECESSARY L6.FILL SHALL BE GRADED AND COMPACTED IN SIX—INCH LIFTS. THE FILL SHALL BE GRADED TO THE D2239 OR F714, 100 PSI MIN PRESSURE RATING; PIPE TO BE INSTALLATED PER ASTM D2774 LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. AND PIPE MANUFACTURER'S RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER L7. INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC d.PULL FILTER OUT OF HOUSING TREATED LUMBER MARKER DIRECTED HEREON. VERIFY THAT EACH TRENCH/BED IS LEVEL USING A LEVEL, TRANSIT, OR APPROVED METHOD. e.HOSE OFF FILTER OVER THE SEPTIC TANK SO THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. ABOVE ALL BURIED COVERS; LASER. P-3)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT (HEAT) FUSION PROCESS,AND LINSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. SET LEVEL W/ GRADE L8. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: JOINING EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER. PROPERLY(EXECUTED •FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. ELECTRO—FUSION FITTINGS MAY BE USED. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE DISTRIBUTION BOX, PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS •ALL TREES AND STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE CUT TO GRADE IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROVED COUPLERS, TRANSITIONS 10"t /�/.\/�/.\/•\� \/ AND REMOVED. 1.ANNUALLY INSPECT D—BOX FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION. \ PROVIDE ADJUSTABLE LEVELING FIRINGS, AND SOME MECFIANCIAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE DEVICE ON EACH OUTLET •REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. PIPE. REFER TO MANUFACTURES RECOMMENDATIONS. 2.REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS INLET-0 •EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY P-4)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER FOR CONSISTENCY. (ADJUST AS REQUIRED TO PROVIDE EVEN FLOWS TO ALL LATERALS). 0 OUTLET PERMEABLE) SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS APPROVED METHOD, IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. 3.INSPECT D—BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. 4" PVC GRAVITY SEWER MATERIAL, INCLUDING SLOWLY PERMEABLE SOILS, WITHIN SYSTEM FOOTPRINT, AS DIRECTED BY MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND FORT MILLER BOX ® 0.5% MIN. SLOPE ENGINEER. SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN OR EQUIVALENT •SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING AS REQUIRED, PRIOR TO ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. LEACHING SYSTEM: PLACEMENT OF SPECIFIED GRANULAR FILL. P-5)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A •PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND SMOOTH CURVE, AS RECOMMENDED BY THE MANUFACTURER. 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK—OUTS DR EVIDENCE OF WATER FLOWING AT 72" MIN. OF CLEAN SAND APPROVED, TO REQUIRED ELEVATION. GRADE. (IF WATER IS NOTED, HAVE IT TESTED FOR BACTERIA CONTENT). OR PEA GRAVEL FOUNDATION •PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. 2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION; REPAIR EROSION AS REQUIRED. 1 DISTRIBUTION BOX •INSTALL LEACHING SYSTEM(S) TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. SCALE: N.T.S. SECTIONS. CINSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. D1 •CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE TOPSOIL, AND/OR A CLAYEY LOAM OR SILTY LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION). •SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED. END PLATE WITH "QUICK 4 EQUALIZER 36" STANDARD END INFILTRATION CHAMBERS WATERTIGHT JOINTS (TYP.) PROVIDE WATERTIGHT MANHOLE FRAME & COVER 4" PVC EQUALIZATION PIPE 53"ACTUAL 4" PVC DISTRIBUTOR OVER ONE OPENING ON EACH TANK; PROVIDE MARKERS 48" EFFECTIVE—y FINISHED.GRADE OVER REMAINING COVERS; GRADE TO DRAIN AWAY FROM COVER (TYP.) - PRECAST CONCRETE 12" -'_-,'.; �SL,_Ia__sl FROM DISTRIBUTION BOX -j 2'-0" —1 2'—O" �— RISER AS REQ'D (NP.) ::' WITH 12" (MIN.) -22—� END END STANDARD END EINVERT GRAVITY SEWER -- -- 4'0 PVC SDR 35 OR EQUIVALENT SEWER PIPE ® 1% SLOPE -- -- EFFLUENT PIPE; INSTALL -- -- __ —_ AS SHOWN ON PLAN INLET 3" 17 SANITARY TEE; SIZE SANITARY TEE; 3" I - ouTLET— 2 "QUICK 4 EQUALIZER 36"DETAIL - TO MATCH EXISTING 1/3 LIQUID 1/3 LIQUID4" MIN. 1/3 LIQUID 1 18" WATERTIGHT ELASTIC GASKET; D1 SCALE: N.T.S. SEWER LINE LEVEL DEPTH LEVEL DEPTH WATERTIGHT ELASTIC GASKET; LEVEL DEPTH MIN. KOR—N—SEAL OR APPROVED EQUIVALENT NATIVE BACKFILL \\ KOR—N—SEAL OR APPROVED EQUIVALENT ` }_ (TYP. FOR EACH PENETRATION) THOROUGHLY COMPACTED SANITARY TEE; (TYP. FOR EACH PENETRATION) 4" MIN. FORT MILLER PRECAST NSF APPROVED EFFLUENT FILTER FORT MILLER PRECAST SEPTIC TANK OR EQUIVALENT—',,", SIZED FOR MIN. 550 GAL./DAY SEPTIC TANK OR EQUIVALENT 6" (MIN.) 12" (MIN.) oFNFwy WASTEWATER DETAILS D1 ANTIVIFLOTON PUREXT ENDED POSES OR CD IP O S�9p9fr REPLACEMENT WASTEWATER GRACE ROBERTS 261 HAVILAND ROAD CRUSHED STONE FOUNDAT4,W1 UNDISTURBED NATIVE SOIL % �:�,�11rY'� 2 OUEENSBURY,NEW YORK 3 SINGLE COMPARTMENT SEPTIC TANKS IN SERIES n�DFCSSIOaP�� JARRETT Engineers, PLLC D 1 SCALE: N.T.S. H.THOMAS JARRETT Civil&Environmental Engineering SUBMITTED T UEEN BURY FOR WASTEWATER PERMITTING P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 ffDA COPYRIGHT 022015 GLENS FALLS,N.Y. FAX:(518)798-1864 NOT FOR CONSTRUCTION omrcornsosnusornwacwm n SEPTEMBER 2015 PRO#15-029 SHEET.,3 OF 4 REV# ISSUED/REVISIONS EWES E-SECDu O x D x F mvtDeDixwrro Dss,cx,.ur ee ussooxEv rov n,e use sreansomnic•issxeixewsiorc DuxxnDovs.n,rr wnreror es useD Foanxr ornex unnnmxeEnsvooa,u:�inFxarr N ueseeusxr oesmx woxx,w�xovrrxewwrrsx coxsexror.u,xxsn cxc:xeeas,rue.oxEr Docuxexrs uDEEcons-issuED Eoa l DGNSINUCTIGI N­BE USED FOR WNE.USER SHUU.HOL—REETE ENGINEERS PLUG EDR-1 ASD DEFENU­ENGINEERS—FRO'SHY UNAUTHINDED— DIAUCEI cvEEn¢TITEF, BASESHEET:22z34 PLOTTED/REVISED:10/14/15 31.00 PM 4 SAND BAGS LAID TIGHT EROSION&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 SIABILENKA T14ON, OR EQUIVALENT, OVERLAPHARDWOOD POSTS CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE &TIE JOINTS 8' MINIMUM PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL USDA-NRCS, ��pW 24' (MAX.)TYP. AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. _ ES-2) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND TYPICAL DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND HARD SURFACE TIE POINTS SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. SECURELY FASTEN WIRE ES-3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY SHEET FLOW DRAINAGE h-5' MAXIMUM--I FENCE TO POSTS & LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN SAND BAGS FABRIC TO FENCE MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE p p p n n THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR �Ij tlj �Ily tllj �lj EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER STEEL OR WOOD 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 �I ) WOVEN WIRE FENCE STRUCTURES. RNINNO TOGETHER, HSP GAUGE MIN.; ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, GAP 6'MESH SPACING AS REQUIRED) TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED T 1'-4' 1'-4' WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION FLCW T MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL A B <4 MIN. 1 1--8- <—FLOW 1'-8• <—FLOW STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 8 GEOTEXTTLE FABRIC WRAPPED FLpW 1 MIN.) ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL AROUND HAY BALES,AS SHOWN ABOVE G� GEOTTXTILE FABRIC DRAIN ROCK MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS 2'x 2'HARDWOOD STAKES OR RE-BARS 4' MIN. MEDIUM RIP RAP (EYP.) COMPLETE AND ESTABLISHED. 4'x8'TRENCH GEOTEXTILE FABRIC DRIVEN FLUSH WITH BALE; 2 STAKES NON-WOVEN GEOTEXITLE FABRIC 1-4� WITTT COMPACTED BACKFILL 1'-4' ES-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 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 DIKE CONSTRUCTED USING AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. 4'MIN. ORIGINAL GRADE CRUSHED STONE AND LIGHT 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR 8' MIN. (TYP.) RIP RAP SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL ES-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT OVERLAP FABRIC CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO OWNER/ O STAKE 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING ENGINEER FOR APPROVAL. NOTES: BEDDING DETAIL 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: DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACE) A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER 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. NOTES: B) MULCH WITH STRAW, BARK MULCH. STONE, ETC. 2) A'TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FT C) APPLY EROSION CONTROL MATTING. 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED FOR PERMANENT EARTH DIKES. 3:1 50 FT D) OTHER, AS APPROVED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. 3) 'B'TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HdGHT OF ADJOINING 4:1 75 FT EARTHWORK&TURF ESTABLISHMENT: 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM) GROUND OR MAXIMUM 18' HIGH. 5:1 OR FLATTER 100 FT EROSION CONTROL ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ON THESE PLANS OR BY OWNER. EARTH DIKE SEDIMENT AS NEEDED; 9' (MAX.) RECOMMENDED STORAGE HEIGHT. STRAW BALE DIKE 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 (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. SILT FENCE ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED (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) BY THE TOWN. SEDIMENT CONTROL BARRIER(SHEET FLOW) DITCH STABILIZATION GUIDELINES EC1 SCALE: N.T.S. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE SHEET FLOW BARRIER DEVICE SYMBOL• xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) DS-1) 0-6%: SEED & MULCH DS-2) 6-107: SEED & MULCH W/TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) -b -� ELOw DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING A ,77J1 (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) B4 MIN.' {�- DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING �F1.0`N 1 1 (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) �4' MIN. 1 4�Y7c MEDIUM RIP RAP (TYP.) OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) 1 NON-WOVEN GEOTEXRLE FABRIC SLOPE STABILIZATION GUIDELINES (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) DIKE CONSTRUCTED USING ORIGINAL GRADE CRUSHED STONE AND LIGHT EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SS-1) 0-25%: SEED & MULCH NOTES: RIP RAP 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE PRIOR TO START OF SS-2) 25-33%: SEED & MULCH W/TEMPORARY EROSION CONTROL MATTING 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE CONSTRUCTION. (EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. SS-3) 33-50%: SEED & MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SLOPES 2) A'TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK"CAN (EX. NORTH AMERICAN GREEN MODEL: S15OBN OR APPROVED EQUIVALENT) DIKES. BE FOUND AT: http://www.dec.ny.gov/chemical/29066.htmi SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES 3) 'B'TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) 18'HIGH. SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES 4) SEDIMENT TO BE REMOVED WHEN 25X OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. (Ex. NORTH AMERICAN GREEN MODEL: C1258N OR APPROVED EQUIVALENT) 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES OF NC SEDIMENT CONTROL DETAILS SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. PCO S�q y09 REPLACEMENT WASTEWATER EC1 STONE DIKE a GRACE ROBERTS a 261 HAVILAND ROAD (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) m �• (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL 9NY 0 57 C QUEENSBURY,NEW YORK 'BLUE BOOK'FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL ,a �` (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) NOT F 0 R CONSTRUCTION JARRETT Engineers, PLLC �Frssla^^�� H.THOMAS JARRETT Ciuil&Environmental Engineering 2 P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 SEDIMENT CONTROL BARRIER (CONCENTRATED FLOWS) 10/14/15 QA SUBMITTED TO QUEENSBURY FOR WASTEWATER PERMITTING COPYRIGHT 02015 GLENS FALLS,N.Y. FAX:(518)798-1864 EC1 SCALE: N.T.S. CONCENTRATED FLOW DEVICE SYMBOL EYcoRicEannsBRYn„cvmm� DATE REV# ISSUED/REVISIONS .re+ :mEBmmue SEPTEMBER 2015 PRO#15-029 SHEET:4 OF 4 SSUEl—El N•nEoox�BOVE.TBEYuxrNorBEUSED,oRANrDrxER NUSED UFSEUD en lcsaiiwoawarn-TIIEWRrt N=LEEYMoranaREn EErENDNGmE—,ruc.onrr DoeuuEerrs uoeicDxs issuED eoa �°�USEBncuxmis�nnIX r BASESHEET:22x34 PLOTTED/REVISED:10/141153.00 PM 4