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2014-235 TOWN OF QUEENSBURY - 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building & Codes (518) 761-8256 CERMIHFIC AVLE OF COMPLIANCE Permit Number: P20140235 Date Issued: Wednesday, June 20, 2018 This is to certify that work requested to be done as shown by Permit Number P20140235 has been completed. Tax Map Number: 523400-296-014-0001-030-000-0000 Location: 29 EDGEWOOD Dr Owner: GIFFORD &MARY HARVEY Applicant: GIFFORD &MARY HARVEY 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, 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: P20140235 Application Number: A20140235 Tax Map No: 523400-296-014-0001-030-000-0000 Permission is hereby granted to: GIFFORD &MARY HARVEY For property located at: 29 EDGEWOOD Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: GIFFORD &MARY HARVEY Septic Alteration Residential 29 EDGEWOOD Dr QUEENSBURY,N.Y. 12804 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-235 Res Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 17,2015 (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 Town Quee buryTue y 17,2014 SIGNED BY � � � for the Town of Queensbury. Director of Building&Code Enforcement \, 'w i�= o A � Town of Queensbury �t ' - � ����U� SEPTIC''- DISPOSAL--- -- PERMIT ~~^^^ u� Aoonndmu�b8ob��od bo���m�niOgoon�m�oPermit 4. xppnpwa — ' Gd�uud�yk�aBko��y 8u��g'Sewer Scxv�n Applicant: �o���8��� Address: 298dg«w»»dDrive Address 90 Box 244^ l44LuzeuoeRoad Quomomhury,NYl2XO4 Queensbury,'NY 12804 7963894 Phone: - Phone 792-7257 Owner: Giff and Sylvia Harvey Location ofInstallation 298dxnwoo6Drive Address: 2V8dgcwwodDrive Queunabuzy,NYl%CO4 i Phone 796'3894 Contact Person for Building&Code Compliance: Day Phone: Residence Information: Year Built #ofBedrooms x Gallons morbedroom =Total DaihFlow 1Q80orolder ______ x 150 = Garbage Grinder installed? No 1981-1991 ______ x 130 = Spa or Hot Tub Installed? __No 1OQ2-Present 3 x 110 = 330 ' Parcel Information: Topography _X Flat Rolling —Steep Slope- ___96Slope Soil Nature XSond Loam ____Clay ----Other Groundwater At what depth? None detected tol2' � BodmoW|m pervious Material At what depth? None detected tol2' � Domestic Water Supply _��Municipal ____Well(if well,water supply from any septic system absorption is1t) Percolation Test Rate-1-07 min/in per minute per inch(Test to be completed by a licensed professional engineer or architect) Pr000sed Svstem for New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed Planning Board approved nubdivioiun). Existing_ Tank size 1000 gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length 32 ft. Each trench 2 Leach be*@l2'bylReach Seepage Pd(S)(with#3stone) How many? Size? Alternative System Bed nr other type? Holding Tank System Total required capacity? Tank size? #of tanks?___ yWJ[Ei 1)A|onn system and associated electrical work must bn inspected byoTown approved e|edhoo|inspection ogonoy*aoCortifiod Electrical form on Town wmboiho; 2) Effective an of March 23, 2008 Septic System-As Built Plot Pion: The Building Department will no longer allow systems to be � covered until such time as an As-Built Plot Plan is mmokmd and approved by the Building Inspector. The installed system must match the septic system layout onfile. There will bonoexceptions. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in ne|iunoo upon any material misrepresentation or failure to make o material fact or circumstance known by or on behalf ofan applicant,shall bavoid. � ''| have mod the regulations with respect to this application and egmo to abide by these and all requirements of the Town of Ouoomobury Sanitary � Sewage Disposal Ordinance. � DQRRETT Engineers,9LLC Print Name: fl Thomas Jarrett,9.E. Date: 6/13/14 J�°= zo�*uo oouuew` nn o* � Signature:� � ��*r - ~ Date: 6g3/14 Town ofOuoonobury Building&Codes Septic Disposal Permit 518-761'058 LTG; ., of Queensbury Building & Code Enforcement `)ll.�'� ` Office No. (518) 761-8256 r Septic Inspection Report Inspection request received: Name: C !`�I �,� Inspected on: r Location: C�19 &_tD0Ek4 Arrive: i/a� p.m. Permit No.: 1 — Inspector's Initials: Yents ✓� ond/or diaqram Soil Type S �La 7-0 ay I Type of Water(Munici ell Water Waterline separation distance 1 Well separation distance Other wells: IJ ft. l Well Casing Length 50'+I- t Y N N/A [150'to well required if NO] Absorption Field: Total length I ft. Length of each trench I ft. Depth of trenches I ft. I Size of Stone S,, gZ 's: Number I Z II Size: I, JLo x Stone Size: I Piping I Size Type Building to tank I to )k I Tank to Distribution Box I Lk X t AciP ,5� I Distribution Box to Field/Pit �� ®�P-t Opening Sealed: End Cap Inlet/Outlet Pipes&Baffles I ^✓Y !� Z��EL Manholes 12"or less below grade V N L [provide extension collar if Yes] VY—N Location/Separations Foundation to tank Foundation to absorption /ft. ( I Q '' Separation of Pits I ft. I �` � �Z ���� �'3t Conforms as per Plot Plan _ Engineer Report and As-Built _Y N L� ETU Maintenance Contract provided I _Y_N -T—t, L-4- Location of Svstem on Propertv: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status:/ Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report JARRETT F.ngrrieers, PLLC Civil&Environmental FJguleering Transmitted via Email June 19, 2018 John O'Brien Town of Queensbury,Building& Codes 742 Bay Road _..._v ... Queensbury,NY 12804E (f E 0 V E i ohno(a,queensburv.net Re: Replacement Wastewater Disposal System JUN 19 2w Harvey Residence s 29 Edgewood Drive TOWN OF QUEENSBURY Queensbury,NY 12804 BUILDING&CODESm JE 14-019 Dear John, This letter is to certify that representatives from this office visited the Harvey residence during construction of the replacement wastewater disposal system to serve the residence. Based on our observations, we feel that the system has been constructed substantially in conformance with design plans entitled "Replacement Wastewater System, Harvey", issued for construction as revision `2' on 06/25/14. If you have any questions,please do not hesitate to contact us at 518-792-2907. Sincerely, JARRETT Engineers,PLLC ( 4 2018.06.19 ', 11:51:39-04'00' H. Thomas Jarrett, P.E. Principal Ecopy: The Harvey's Rachelharvev72 a,mnail.com S.W i-cltived Files12014 Projects114-019 Harvey WWI Wotk DocsV 4019180619 Cert ItHSrce FilesV 4019180619 Draft Cert Ltr.doc 12 East Washington Street 518 792-2907 Glens Falls,NY 12801 HARVEY GENERAL NOTES: G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND CIS MAPPING. PLAN DEVELOPED FROM LIMITED FIELD MEASURMENTS NOT AN ACTUAL SURVEY. G-2) CONRACTOR TO LOCATE REPLACEMENT WASTEWATER SYSTEM ENEW YORKLEVATIONES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY T EXISTING PRIIORDTO BINITA�NGCONSTRUCTION: CONFLLICTSROFR DSCRIEPANCIIESESHALLSBEOREPORTED D TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. 29 EDGEWOOD DRIVE T P ° TOWN OF QUEENSBURY. NEW YORK WASTEWATER REPLACEMENT SYSTEM FDRAWING: DRAWING TITLE SHEET: PP PROPERTY PLAN 1 OF 4 C1 WASTEWATER PLAN 2 OF 4 PROPOSED SYSTEM D1 WASTEWATER DETAILS NEIGHBOR CERRQNE BUILDERS ESC1 EROSION & SEDIMENT CONTROL 4 OF 4 296.14-1-25- / SITE LOCATION TOWN OF (QUEEN-BURY . _ J t�! f,1 spa i _ _ >nr�.� lE�;� u. • f-�j�,� NEIGHBOR _ �ala( I�Y1 Ps C. 4 Jt`5 wed ''1•.,- N BOR STEVEN QUIRION � min sir •,�•• s 8 is II�:o t.'" 1 ��.�_<VVVVV 296.14-1-29 a.°�'" `R�' - m, I cA>s'. ' •". r; ?< a NEK11190R ALLEN SCRAFFORD 298.14-1-43---,_,'_' _ I 1 ` / EDGEPIOOD DRIVE \ / p0 m.�eA TOWN OF QUEENSBURY NEIGHBOR DAVD DEMK0 BUILDING DEPARTMENT 296.14-1-42_ NECHEOR STEPHEN DOUGHERTY Based on our limited examination,compliance __ -- I 298.14-1-41 with our comments shall not be construed as indicating the plans and specifications are In full compliance with the Building Codes of New York State. SITE LOCATKNI---' LOCATION PLAN I -- --� - -- -� -- --� .•�a _. = ....._-SCALE:.N.T.S_.�....� � STANDARD LAYERS LEGEND: EXISTING OBJECTS / BY OTHERS: I I I I .iltfy 13 2014 9 � PROPOSED OBJECTS IN THIS DESIGN: EXISTING ADJACENT PROPERTY LINES: -- - ,/ TOVVN OF QUEENSBURY EXITING PROPERTY LINES OF SITE: ----- � BUIL DIN G & CODES EX SANITARY GRAVITY MAIN: SA-G EX EDGE of PAVEMENT: EDGEWOOD DRIVE - - NOT FOR CONSTRUCTION C1 LABELS PROP. PROPERSQ•7................................,...,K%XXXXX 1 LEGEND: NEIGHBORHOOD PLAN 06.12-14 I Q I SUBMITTED TO THE TOWN OF QUEENSBURY SCALE: N.T.S. LINETYPE: DATE REV# ISSUED REVISIONS SSUE/REVISION Ou'.CAAUpvE.T.EY NnY NOI'DE USED PoR/.Nt ONIER REVISION INDICATOR: SUB-CATCHMENT iS uio"sErn cuwoaie`D'�iNroRss�a+�oueiri DEsme`i woRDawinioorniiwrr�i�coEr°rrrorpRDRE�rrExu RaEn ENc�.oYuuE�mNUDMn9•�ou EnR INDICATOR: a u"- ERSUuuDED EN�„rEE a ssu� E ND INEE ERo �oR s TEST HOLE:jg PT # iP POND INDICATOR: j�of NElvYO PROPERTY PLAN � J 9 PERCOLATION TEST:0 TP # REACH INDICATOR: 7 AS �e 0 q,9 NOTE # '` REPLACEMENT WASTEWATER SYSTEM HARVEY� 0 1',�' w NOTE REFERENCE TAG NOTE: G-1 SEE DRAWING m ��;;�;, �/FOR NOTE 29 EDGEWOOD DRIVE C1 # 7N ,D 1 DETAIL TOWN OF QUEENSBURY,NEW YORK DETAIL REFERENCE TAG: �FESSIO�S n D7 SEE DRAWING // FOR DETAIL H.THOMAS JARRETT JARRETT Engineers, PLLC P.E.#57509 Civil&Environmental En gineering -/ SECTION CUT DIRECTION COPYRIGHT 02014 A SECTION LETTER DI�.�oEIEsoFnssofw.v❑K,naA 12 EAST WASHINGTON STREET PHONE:(518)792-2907 SECTION REFERENCE TAG: D7 uues¢as�wip n+smEneDTme GLENS FALLS,N.Y. FAX:(518)798-1864 SEE DRAWING # FOR SECTION maum�inocuanlsunn+sia. JUNE2014 PROD: 14-019 SHEET10F4 TP # 140604-01 -------------------------- --- —� EXISTING SYSTEM NOTES: It G-1) VERIFY EXISTING TANK CONDITION AND CAPACITY. D1 DRAINAGE DIVERSION 1 I G-2) LOCATE EXISTING DRYWELL AND ABANDON BY REMOVING INLET PIPES AND FILLING WITH SAND 1 TAKEN FROM THE NEW LEACH FIELD BED LOCATION. I I 0 rP y 140604-02 SUBSURFACE INVESTIGATION: _—— ----------------------------- PERFORMED BY JE ON 06/04/14 1 I i MIN 4'0 PVC SDR 35 1 OR EQUIVALENT TEST PIT#140604-01 O 0.5X SLOPE CROWN TOP OF 0 — 22" TOPSOIL I SYSTEM 22" — 84"LIGHT BROWN VERY FINE/FINE SAND TO DRAIN 84" — 132" LIGHT GRAY VERY FINE/FINE SAND NO MOTTUNG OR EVIDENCE OF HIGH GROUND WATER 1 I / 1 1 PR0P0SEp PROPOSED FINISHED GRADE TEST PIT 0140604-02 BED BED 0 — 20" TOPSOIL I 1 LENGTH LENGTH 20" — 144' LIGHT BROWN VERY FINE/FINE SAND 1 1 16' 16, NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER 1 I 1 PROPOSED 2 PT # 1406 —01 1 1 DISTRIBUTION BOX D1 — PERCOLATION TEST#140604-01 I TEST DEPTH: 48" r ———————————— ——— __ —_ SOIL: LIGHT BROWN VERY FINE—FINE SAND —10' MW�3, 36' 1 STABILIZED PERCOLATION RATE OF 1 MINUTES 04 SECONDS. 1 I - I 1 I PROPOSED 3—I I I I I ( N' Sxl ING )� I I I I- 3, P�� WASTEWATER DESIGN INFORMATION: I I -� I I I I I I I I 12' DESIGN BASIS WIDTH 1 12' —NEW YORK STATE DEPARTMENT OF HEALTH 3 L 3 —TOWN OF QUEENSBURY _ END CAP DESIGN��V�j��,R$[1�pjy / POTAB SITE HAS IJUE3LIL'WI SUPPLY 1L �) DESIGN FLOW I --_—_._--_ — ——— ———————— ———— 3 BEDROOMS X 110 GPD/BEDROOM = 330 GPD 1 (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE I EXISTING INFILTRATOR SYSTEMS INC GRINDERS OR SPAS/ HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) SEPTIC 4 'QUICK 4 EQUALIZER 36' 1 TANK 45' ELBOWS D1 INFILTRATION CHAMBERS SEPTICTANK 1 1 6 MIN 4'0 PVC SDR 35 EXISTING 1000 GALLON SEPTIC TANK (CAPACITY VERIFICATION REQUIRED) 1 I D1 OR EQMALENT O 1%SLOPE SEPTIC TANK EFFLUENT FILTER I PROVIDE (1) MODEL A1801-4X22, "ZABEL" RESIDENTIAL FILTER. LEACHING SYSTEM (BED SYSTEM) 1 1 20' MIN. DESIGN SOIL PERCOLATION RATE (1-5 MIN/INCH) 1 I 330 GPD _ 0.95 GPD/SF (BED APPLICATION RATE) = 348 SF REQUIRED I rn 10' MIN. 348 SF , 12 FT WIDE BED = 29 FT BED LENGTH REQUIRED; 2 12' WIDE x 16' LONG BEDS PROVIDED I COVERED GRAVIN•Dd$SNG�IBDI$TkIBUTION FROM SEPTIC TANK. I PORCH 1 I I I IEXISTING I 3 BEDROOM HOUSE 1 I I I 1 I 1 NOT FOR CONSTRUCTION I DESIGN PLAN 1 SCALE: SEE GRAPHIC SCALE 1 If GRAPHIC SCALE 06-12-14 Q SUBMITTED TO THE TOWN OF QUEENSBURY 5 2.5 5 10 20 DATE I REV# I ISSUED/REVISIONS uEiNE� E N�x.m .NEYIMYNo oEusEu oR.N oulER _ VSEpUENr c910N wpax,vntixovrnlE wRrrtEx corvsENiovVnRREn ENCINEERs,Ric.ovtY occuNENrs tENEtEV ns•IssuEO fOP (IN FEET) rorosEMno •conwanrero�iN� wEERs,eu.c rwln•Nv v�-=� �,��OF NElvYO roR��IE.NSERSN„ttllow�„RNE,T WASTEWATER PLANy y� 0 SU1p 9F #, REPLACEMENT WASTEWATER SYSTEM HARVEY 29 EDGEWOOD DRIVE 0•�/'� <'' TOWN OF QUEENSBURY,NEW YORK o ,.r-ss1%x�� H.THOMAS JARRETT JARRETT Engineers, PLLC P.E.#57509 Civil&Environmental En gineering .� COPYRIGHT©2014 _ a<r� paFN 12 EAST WASHINGTON STREET PHONE:(518)792-2907 w pNmvx;vmnn NttESEeEs um�rsioEi¢oERte GLENS FALLS,N.Y. FAX:(518)798-1864 ernucuaco u'a ulNisyst�r JUNE2014 PROD: 14-019 SHEET 2OF4 WATERTIGHT JOINTS MP.) WATERTIGHT MANHOLE FRAME&COVER; FINISHED GRADE GRADE TO DRAIN AWAY FROM COVER PERMANENT MARKER OVER COVER PRECAST CONCRETE -j 2'-0- I- RISER AS REQ'D G 12'(MIN.) EFFLUENT ABOVE ALL BURIED COVERS; T - I --- AS SHOWN ON PLAN END PLATE WITH 'QUICK 4 EQUALIZER 35' �SET LIyEL W/GRADE INLET— • pUT�7— 4'PVC EQLW.QATKIN pSTANDARD END LTRATION CHAMBERS 113 5' 18` �- PE 53 ACTUAL 4'PVC DISTRIBUTOR TREATED LUMBER MARKER I' NON-SHRINK GROUT PROVIDE ADJUSTABLE LEVELING ML L.LO 111 1�-4t1 tfFECTtVE—y FROM DISTRIBUTION BOX .............. .,..N• DLYK:E ON EACH OUTLET MODEL A1800-4x22-VI'-835 RESIDENTUI 12' _ :'-::•,:::I°.;::i:E IrU ET�`J � OAT—> EXISTING 'ZABEL' FILTER OR EQUIVALENT ���� - Eta PLATE WITH 1OD0 GALLON FORT MILLER �X ` 4` PVC GRAVITY SEWER (FIELD VERIFY)„ STANDARD WVERT OR EQUIVALENT O 0.5X MIN.SLOPE r "QUICK 4 EQUALIZER 36"DETAIL 12" MIN.OF CLEAN SAND `+1 SCALE: N.T.S. OR PEA GRAVEL FOUNDATION 2 DISTRIBUTION BOX `+1 SCALE: N.T.S. 3 SEPTIC TANK(EXISTING) AND EFFLUENT FILTER DETAIL GRASS LINED C i FILL LESS SCALE:N T S COBBLES A—DIVERSION MOUND TO SHED WATER UNLESS UNDER NATIVENATIVEA WIL t1ACKND LARGER COMPACTED PACTED SWALE ROADWAYS; RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION: TO BSX MODIFIED PROCTOR OUTSIDE BACKFlLL BETWEEN CHAMBERS WITH FINE-MEDIUM SAND TOPSOIL SEED & MULCH NON PAVED AREAS �WITHIN AYSS,, 915X MODIFIED PROCTOR (NO GRAVEL OR COBBLES) a LOAMY TOPSOIL REGRADE (CUP)AS NECESSARY TO / �' PERCOLATION RATE 1-5 MIN/INCH SEED TO STABILIZE ACHIEVE REQUIRED, COVER HING SYSTEM- INSTALL MARKER ! // 1�_B• _ 3' 3' 3' 1'-5' 2'-0' TAPED KEEP \ WENOTES FOR RECOMMENDED DEPTH 1'f �. MAX EXISTING GRADE ( RI FOR %;' ::`:" "i\ CLEAN SAND (100X PASSING y4; �- f L (KIN 4-9'BEDDING /,,'c'..,I.3 41 AROUND PIPE) \ MAXIMUM 10% PASSING 200 SI 20" t TOPSOIL yyY`�,vl�vl�vLvYvY` y - -----------,------------ GRAVITY SEWER TRENCH NOTES: ' _ -- - rs•�: ';' 1) SOIL PIPE(BUILDING TO SEPTIC TANK) 9't COVER MIN 2) EFFLUENT PIPE IN NON-TRAFFIC AREAS: -1' MIN COVER O 25' RUN -1'-6'MIN COVER O 2W-40' -2' MIN COVER O 40'+ 22• I y 124"± LIGHT BROWN VERY FINE-FIN: SAND ("B" HORIZON) r�-�)+I 3) IN TRAFFIC AREAS PROVIDE 3' OF COVER. IF 3' CANNOT BE ACHIEVED MlMMIZE DEPTH OF LEACH THEN PROVIDE A PROTECTIVE CASING BED AS MUCH AS POSSIBLE 4 IN TRAFFIC AREAS IF 4' OF COVER CANNOT BE ACH THEN PROVIDE 12 WIDE LEACH BED 2' ACHIEVED THEN RIGID FOAM INSULATION& FASTEN SECURELY TO PIPE. D1 S WASTEWATER SECTION 6 WASTEWATER GRAVITY SEWER SCALE_ N-T.S- C•' SCALE: N.T.S. GENERAL NOTES: GENERAL NOTES: G-1) CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, AND DETAILS/ SPECS ON THESE PIPING: DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE CONSTRUCTION WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. ALL GRAVITY SOIL PIPING IS TO BE INSTALLED AT 2% MINIMUM SLOPE AND WASTEW(iA6k$p j USE: ALL EFFLUENT GRAVITY PIPING IS TO BE INSTALLED AT 1% MINIMUM SLOPE. U-1) NEW V�i// �E�Wyjj k g�p s� 'L SYSTEM IS DESIGNED FOR DOMESTIC SANITARY WASTE ONLY AT A GENERATION RATE OF NO MORE THAN 110 GALLONS PER DAY PER BEDROOM. LOW LEACHING SYSTEM: FLOW WATER FIXTURES (I.E. 1.6 GAL/FLUSH TOILETS, 2-3 GALLON PER MINUTE FAUCETS AND L-1 PERC TESTS TO BE PERFORMED TO VERIFY DESIGN PRIOR TO CONSTRUCTION: SHOWER HEADS, ETC.) MUST BE INSTALLED THROUGHOUT THE RESIDENCE/FACIUTY. DRAINAGE —CONTACT ENGINEER FOR VERIFICATION/-TESTING FLOOR DRAINS, FOOTING DRAINS, EAVE TROUGHS, AND BACKWASH WATER FROM NOT FOR CONSTRUCTION SWIMMING POOLS, WHIRLPOOLS, JACUZZIS, WATER SOFTENERS AND WATER TREATMENT SYSTEM MUST BE DISPOSED OF OTHERWISE AT THE DIRECTION OF THE OWNER. L-2) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS TANS �Cr T� tS OTHERWISE DIRECTED HEREON. T 1) THE/LO IO�S OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION L-3) INSTALL SE DIR LEACHINGCTED CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA T-2) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INCONSISTENCIES. 06-12-14 A, SUBMITTED TO THE TOWN OF OUEENSBURY INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. L-5) IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE TANKS STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT ALLOWED DIRECTLY ON THE NATIVE SOIL WITHIN THE LEACHING AREA FOOTPRINT. TRACKED DATE REV# ISSUED/REVISIONS T-3 / EQUIPMENT SHALL BE USED FOR INSTALLATION, AND WHERE FILL MATERIAL IS REQUIRED, IT Oe hs Ors:en wnruvusco«,Lr turn:e Ose sxLc,r,Eurn rnu•:ssusinEv,s:on-nLocr:�eove.n:LYTux nor"L usco roa—. JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF ­OULnrneswnwow:•vnmourn:c Lm:NEE",ru.c.ONLY oocuwenrs unL­•,ssusomn THE WALL, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT RESILIENT RUBBER SEAL. THE EQUIPMENT. TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12" MINIMUM OF FILL co`sial",<-°uvor�u"ue''�o�oz..r.r:e.usces:uLLxoLoa.nxc:r LNe:NCLcs.rLLc rusnaLss�nu oL�nu,nxxErr cNcwccns.n.�rnor,nrrc TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. MATERIAL AND NOT ON NATIVE SOIL. C.`OOFNEwyO WASTEWATER DETAILS y (ENGINEER TO WITNESS) L-6) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; 0� O T-4) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. WASTEWATER SYSTEM DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. _' HA REPLACEMENT WAS EY L-7) METHOD OF CONSTRUCTION TO BE AS FOLLOWS FOR GRANULAR NATIVE SOILS: m c'1 ','C�. ui T-5) FOR SEPTIC TANKS PLUMBED IN SERIES THE "ZABEL" FILTER SHALL BE LOCATED ON 1. ALL TREES AND STUMPS WITHIN OR ADJACENT TO THE LEACHING TRENCHES SHALL BE 29 EDGEWOOD DRIVE THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER REMOVED. STOCKPILE TOPSOIL FOR PLACEMENT ON FINISHED SYSTEM. `O• � TOWN OF QUEENSBURY,NEW YORK "ZABEL" FILTER AND PERMANENT\ MARKERS OVER ALL OTHER TANK OPENINGS UNLESS 2- EXCAVATE LEACHING BED AND SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING " v OTHERWISE DIRECTED BY OWNER. PRIOR TO PLACEMENT OF SPECIFIED LEACHING LATERALS. SSICA1r n 3. INSTALL CHAMBERS PER MANUFACTURERS RECOMMENDATIONS H.THOMAS JARRETT JARRETT Engineers, PLLC 4. BACKALL LEACHING BED USING SPECIFIED FILL IN ACCORDANCE WITH MANUFACTURERS P.E.#57509 > RECOMMENDATIONS (EQUIPMENT SHALL NOT BE ALLOWED ON TRENCHES) HAND COMPACT SOIL COPYRIGHT pzola Ciui(&Enuironmental En gineering UNIFORMLY ON EACH SIDE OF CHAMBER AS BACKFILL IS BROUGHT TO FINAL GRADE 12 EAST WASHINGTON STREET PHONE:(518)792-2907 5. CROWN THE SYSTEM TO DRAIN, AND INSTALL A CLAYEY LOAM OR SILTY LOAM TOPSOIL CAP o:iYcavE—M.orunvcvnn:n AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF suesrxv um cn,smusnruLe GLENS FALLS,N.Y. FAX:(518)798-1864 PRECIPITATION) AND THE ENTIRE SHALL BE SEEDED TO GRASS OR AS DIRECTED ON PLANS. xr�um:wensooaveortourr SHEET 3OF4 a RlANCF15Ft1FIGPFFAtSUNx'ill JUNE2014 PROD: 14-019 � 1 I 1 1 suaz>tE01Df"�na M.�iFxr"'�'a 001r /HARW70OOrSTEELPosrsTIE ao m e•insane •(uAx)TYP. I ITE POINTS twlrx SEIMMY FASTEN WKfa11F—i 7 FENCE TO POSTS& —I—--�------ -.�_.p i'. `�_I �1 —�-__--— I rABRIC TO FENCE STEEL OR V*oD POST MTH - — — tIM VRRE PENCE (1"G"E Ira+a I I 4_I MESH SPACING AS REro11M) • PLOW FLOW 7SILT FENCE(TYP) ROC•TRENOH GEDIEXTI E FAWX WITH COMPACTED SACIOTIL 1'-4' I 1 I 1 NOTES: I I 1)THIS DEIAeL S APPLICABLE TO SIM FLOW DRAPNBE ON A TEMPORARY OR SM—PEF LWO(E RAMS(1 YEAR HAAMIJM)FOR EROSION CONTROL I 1 2)a FENCE SKAL TE PLACED ON SLOPE CONTOURS 1D MAXO M PODNO I 1 I I MAxaYlne str>s>E tENOD6 CO7IfrIMm,6 R1INOFF TD A SILT FENCE PLACED A SLOPE SLOPESTEEPNE55 MA%.SLOPE LENGTH I 2:1 25 FT / 3:1 50 FT 1 4:1 75 FT I I 5:1 OR FLATTER 100 FT 4)WPW AND REPJIR FENCE AFTER EACH STORY EyENT AND REYOYE SE1WIfNT AS IM®F?.9•(YAX)f BFODED STORAGE HEIGHT. I / AN An MW WILL INDIT I 1 CONIEaBI1TE SEDaENT OFF—SITE Al erPEN11AMW STABLUED. II SILT FENCE I / I I / II 7 SEDIMENT CONTROL BARRIER(SHEET FLOW) SCALE: N.T.S. I 1 EROSION CONTROL PLAN I SCALE: SEE GRAPHIC SCALE / L GRAPHIC SCALE to � to 20 30 EROSION&SEDIMENT CONTROL: (IN FEET) ES-1) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ES-7) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 DS-3) 10-15%: SEED & MULCH W/ PERMANENT EROSION CONTROL ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION TO PREVENT EROSION; MATTING SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE OPTIONS INCLUDE: (EX. NORTH AMERICAN GREEN MODEL- C350 OR APPROVED EQUIVALENT) PLANS AND/OR THE -NEW YORK GUIDELINES FOR URBAN EROSION AND A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR DS-4 SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR ) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING SEDIMENT CONTROL COMMITTEE, LATEST EDITION. (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) TEMPORARILY SUSPENDED. (OR OTHER APPROVED MEASURES) (STONE CHECK DAMS AND/OR RIP ES-2) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. RAPPED CHANNEL) NOT FOR CONSTRUCTION GROUND COVER/SOIL,AND NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SLOPE STABILIZATION GUIDELINES SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON C) APPLY EROSION CONTROL MATTING. (MIN REQ'D; ADD'L MEASURES MAY BE NECESSARY): DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. D) OTHER, AS APPROVED ES-3) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN SS-1) 0-25%: SEED & MULCH TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR PERMANENT EARTHWORK&TURF ESTABLISHMENT: SS-2) 25-33%: SEED & MULCH W/TEMPORARY EROSION CONTROL SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED MATTING WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION (EX. NORTH AMERICAN GREEN MODEL- S75BN OR APPROVED EQUIVALENT) 06-12-14 0 SUBMITTED TO THE TOWN OF OUEENSBURY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. 1 CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL SS-3) 33-50%: SEED & MULCH W/ PERMANENT EROSION CONTROL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION ET-2) TOPSOIL, SEED AND MULCH DISTURBED AREA TO ESTABLISH GRASS MATTING ON SLOPES DATE REV# ISSUED/REVISIONS AND SEDIMENT CONTROL GROWTH; CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE (EX. NORTH AMERICAN GREEN MODEL- S1508N OR APPROVED EQUIVALENT) oesron w^rue use axiv eoxn�euse sreaneoixnic TssucFncnsiorr ice^cove.Tier u..r name oleo Fon^xronien FOR RECOMMENDED MATERIALS AND APPLICATION. sirs°En`sx°uioo°.uenc'r"ourTxc wemexconsenror.uwa-rrcnonresra.euc.omr mou.,enrs uee�en^s•�ssoeo rox ES-4 SS-4) 50-100%: FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEED & MUL cons`*�,NOCTRQ1COF�BEWEooe 1. i e cno�nccws.r�.v=x.Ta.+�ess^xo oe�no.uxecr E Neers.nw�xoHuremuu 0o EDusc' CH W/ PERMANENT EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL MATTING ON SLOPES ,��OF NEWy EROSION&SEDIMENT CONTROL FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED 09 �� COMPLETE AND ESTABLISHED. ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS EQUIVALENT) .K O '9.p PRACTICAL AND AS DIRECTED BY OWNER. REPLACEMENT WASTEWATER SYSTEM ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR w o SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED —5) I SEED & MULCH W/ PERMANENT EROSION CONTROL m :� W HARVEY MA ON S MATTING LOPES ON S DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL OCCUR UNLESS DIRECTED BY THE TOWN. MA N 29 EDGEWOOD DRIVE � SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO (EX. NORTH AMERICAN GREEN MODEL: C125BN OR APPROVED EQUIVALENT) �? TOWN OF QUEENSBURY,NEW YORK o PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE SWALE(DITCp S,/�BILIZ�A�'ION GIDELIIJS (OR OTHER APPROVED STRUCTURAL MEASURES) 5 PRIOR IMPACT IS REMEDIATED. (MIN REQ D;ADD L FASURES AY BE N CESSARY): j _ H.THOMAS JARRETT JARRETT Engineers, PLLC ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF DS-1 0-6%: SEED & MULCH P.E.#57509 > APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO CDI'YRIGHTozola Civil 8s Environmental En gineering DETERMINE "BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO OWNER/ DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL 12 EAST WASHINGTON STREET PHONE:(518)792-2907 ENGINEER FOR APPROVAL. MATTING NO1SCFiM60R"'NP1GN""^ GLENS FALLS,N.Y. FAX:(518) 64 (EX. NORTH AMERICAN GREEN MODEL- P300 OR APPROVED EQUIVALENT) au,<sExsIWNIDr�50ElEOT@E 4 OF 4 ur^ums'r°Fno e �°a°.xF�` JUNE 2014 PROJ: 14-019 SHEET 4 OF 4