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2007-584 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 (zt Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20070584 Date Issued: Tuesday, June 17, 2008 This is to certify that work requested to be done as shown by Permit Number P20070584 has been completed. Tax Map Number. 523400-240-005-0001-003-000-0000 Location: 5 BOATHOUSE Rd Owner. JOANNE CHWIECKO Applicant: JOANNE CHWIECKO This structure maybe 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: P20070584 Application Number. A20070584 Tax Map No: 523400-240-005-0001-003-000-0000 Permission is hereby granted to: JOANNE CHWIECKO For properly located at: 5 BOATHOUSE 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 QueensburyZoning Ordinance. Type of Construction Value Owner Address: JOANNE CHWIECKO 5 BOATHOUSE Rd Septic Alteration Residential QUEENSBURY,NY 12804 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2007-584 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, September 26,2008 (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 T eeat"lay, September 26, 2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement For an EPA homeowners guide: htt www.e a. ov n des ubs horneowne e n u i OFFICE USE ONLY __ _�� TAX MAP NO. PERMIT NO. PERMIT FEE 3 2007 APPROVALS: ZONING TOWN CLERK _________________________________________ `(' WN OF QUEEN U , ------------------------L LE—Ut L——W-- -02 1)F--S APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. /J r,/� OWNER: �+ODYGE��U �t © INSTALLER: 41111w ADDRESS: -57 �4/ � t�xn ADDRESS: ZJr PHONE NOS. Zj ^/9 — 3� PHONE NOS. 7c?-5 — LOCATION OF INSTALLATION: `j R,dn4c-�,F, Y RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older X 769'gallon per bedroom = 0 GARBAGE GRINDER 1981 -1991 o X 130 gallon per bedroom = 0 INSTALLED?�t2 1992-present X 110 gallon per bedroom = 0 SPA OR HOT TUB INSTALLED? �l.►N6w K KZ5*'5* PARCEL INFORMATION:✓ TOPOGRAPHY: FLA OLLI Y STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND X LOAM 9 CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? -72 to BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: IDI MUNICIPAL WELL(If well:water supply from any septic system absorption is:(I l ) ✓ PERCOLATION TEST: RATE IS 14 PER MIINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED PROFESSION L ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: , .rNF'lGrRi¢IoR ABSORPTION FIELD Total length-"ft. Each trench_�X !40 _ C'4 ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read t regulations with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by se and all re ements of the Town of Queensbury codes@nueensburv.net Sanitary S ge ispo I r 'Hance. VISIT OUR WEBSlTE FOR MORE INFORMATION www.ciueensbury.net -9 Si ature o rson Responsible a Town of Queensbury • Comnu/nity Development Office • 742 Bat/ Road, Queensbury, NY 1280 Septic Inspection Report Office No. (518) 761-8256 Date Ins i n uest received: Queensbury Building &Code Enforcement Arrive: 4 m/pm De art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto 's Initials. NAME: (z—y PERMIT NO.: 0 71 5'�� LOCATION: CJ INSPECT ON: 16r or RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal/ Well Water Waterline separation distance Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built Y N Location of Syste on Property: Front Rear Left Side ight Side Middle Front Middle Rear m Use Approved Partial Approved and s to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins ctionuest received: Queensbury Building &Code Enforcement Arrive: q am/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto Initials: �p NAME: &o I& D PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance �/ ft. A-c — . Other wells: ft. ` Well Casing Length 50' + - Y N_N/A r-- --- - -- - ----- Absorption Field: Total length ft. /� O� Length of each trench ft. Depth of trenches ft. Size of Stone 44 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Ca _Y_N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S m Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins o equest received: Queensbury Building &Code Enforcement Arrive: r" am/ ; Depart: am/pm 742 Bay Rd., Queensbbury, NY 12804 Inspector's Initials: l/ NAME: G�-'GV t L PERMIT NO.: Q LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam / Clay Type of Water: Municipal Well Water Waterline separation distance ft. �R-����� Well separation distance ft. r i Other wells: ft. Well Casing Length 50' + - Y N _N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type ' Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y_N Engineer Report and As-Built _Y_ N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S st Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins cti request received: Queensbury Building &Code Enforcement Arrive: - am/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspe is I itials. n- NAME: 1, N(u 6-Cl<y PERMIT NO.: LOCATION: INSPECT ON: 2— RECHECK: Comments and/or diagram Soil Type. Sand / Type of Water: Municipal ell Wa er Waterline se rati dis ce ft. Well separation istance ft. Other wells: ft. Well Casing Length 50' + / - Y N N A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Pi in Si Type j, Building to tank Gp Tank to Distribution Box a Distribution Box to Field Pit Opening Sealed: N End Ca N Inlet/Outlet Pipes &Bal V Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan 7LY N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side I Right Side Middle Front Middle Rear System Use Status: VPpproved artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Insp�cti _3 uest received: Queensbury Building &Code Enforcement Arrive: 5 am/prjh Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's fnidals: � l e C _� NAME: PERMIT NO.: LOCATION: j?w5�r49/n INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam / Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x 1 Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y_N Inlet/Outlet Pipes&Baffles —Y_ N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y_N Engineer Report and As-Built Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Ap oved rtial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc }t. ty•':3. }: °?� c!>e 'v 'xa ',.fie.-N'}"v'i\ ',h._,.,.. .d .• :.a. t; .{•= �.i>,: y r:rra :"ti• {Vj': /' '' a,, ;,+,s .'fir 13 t,«r -^�. y. ,�`.� , -� � �:. .:i4C' y`ff '� S �' ,A` ,>r:✓< $[�J��>. '�K,�r� w'.1 ,s, s'�:�.;4. • f • •.,. :" 4 f:.'>ie� ,.. ,., F. nr5�Ys _,i4 .... ^y f� .. f'.` w,�{Wr. J y ,a, ;{4 'i,��k.S ::}•.�� .y,-. � '�T�a (.•y;R'S•,. 'SKI W•�A,S' �'l.Ll1. •? �i',. �Y.♦ ,1.'ry�-t' ,+ .�' _ ss..l1' ���'. r.. ':. _ � !i .. 1 a •" f ,� "a„?`Ir J'. �+Y1•i�S'�..yYa.Al^`S•f'• ,,. :/Y tR:�' l • .?. .a,aAi.... .y. t. w �sr YA'. :k� ,.'4.�,s . .:� �,`,.,-zl,' ..� •`�s,?A. .1 / :ti`'�ta.,,�i�' ,'v r�, � .h.,,. '}:..._ '�.`'���f•s� .. ;+xY -� .�,t,.�-=��.•;''�^, lam} .v., ' . .t.: ' .,••vs r„t.`2' r .,* y: Y�.•. ...v.. a'yF�•`:.,. �:..,; .t :tit rf�;.r •.. �.x. ;''�'Wl;•�?..y:.q.r ?V ,A,. a.....-.-.: ....f' ?`... .: u ., -.. �- ra'• .. .�+ � . �.- f. +'*!C7.• t ;��;•..� .°x y.K ,xt ;:;v,.'4 a:�syF •s s °*, a �' s.•*��?Y, ',rjv , r �����'�� •+ '�; vc r'�:5:� .: �. v`,: a �,,,. "',a4r. �`:�,�:a,,,I�e .M�t: .:,h"'y h"'.!4s .Yfi .?%.. `a J�'s `hrf`. : �� ., : :" .. +'i ..s., :'.•:4'. �. ,:..,f../a1a l�r t' F .':,, .:''`.'. "sk i'��F Xk. ..sa„,�.r`�..e•a'S.. si �'.�..b„ - s:^L.. r',°,F.^:,y �• -�"�3� y �+«�` �_ ¢' z4�r _,.y� 'a!-a�`:',t", j 7 , • t ., a •s S �t-Sad" � �''t^• . Ol y>'-.:. - - ,. Y +�° Yy r F •:?�^�++,- <:, a �; .. ,: g �� ��"f �.•''r" �, v.f Sri ''c?.y��,� xr?fi�:!a Al .�1 VS y - ,i. 1.. f2�. .,.,'. 4 rk., m :f yP•f.;6l.s y �l•?i4 �),.,C"• ..e' 4•.{; '4t..ti q.' =:t' tr. ' E ROAD umWASTEWATER SYSTEM DESIGN 5 BEDROOM RESIDENCE ' .��� + - .i+� ;,aJ' a'+. t y .�i :r. .•'a�',aJ t i.Y1,2�;_ x•h. WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) s �, 1Y• r rr -r r a;3h,, r. ' ; ra z .` If.: . �° ', ,�:• f' } i=` fie• �' <.� _ :�' P3�` � - o• ,t <� ' �• �,,.i°�i.� �.-S. �. e : . ... DESIGN FLOW 110 GPD/BEDROOM ��� . �sr f� — ..9•'s .La.. k�: y a t.. s • "ti;^� +P+x icV'. .SY'aa} f S SYSTEM DESIGN FLOW 550 GPD �_' .rF � .`' � • _ Y �- ;_ e 4�566 SEP77C TANK - 1500 GAL PRECAST CONCRETE �ro s; . '••• �, +ti `� , LEACH FIELD - INFILTRATOR® QUICK-4 EQUALIZER 36 CHAMBERS x a '_ � • .i.s , fir, INSTALLED IN SHALLOW TRENCH CONFIGURATION DESIGN PERCOLATION RATE IN NATIVE MATERIAL = 11-15 MIN/IN 258 LF OF INFILTRATOR® QUICK-4 EQUALIZER 36 H - }=', •` ,, f t. Q Q CAMBERS REQUIRED . �. . -•, :f t-„� t � ,'�i PER NYSDOH SPECIFIC WAIVER CRITERIA fi a, "A ' USE 5 TRENCHES AT 60 LONG F ; . i k ;- y , �: a �H- •: . • • say° ;, . • 300 LF TOTAL TO BE PROVIDED POTABLE WATER SUPPLY - EXISTING ON-S17E WELL } - MAINTAIN 50' SEPTIC TANK TO WELL SETBACK ry - MAINTAIN 100 SEPTIC TANK TO WELL SETBACK , ,,.. • s � ,ru+ y •• �;. .r• za,,•". �';,r� �"..t fry ",'a"a4t ': •1 THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, , 4 •� - ' _; ', ° '�• '; ,2"�a- � s• `r' - SUCH AS JACUZZI TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE •,_'. -s s• � j ,^ s . d } , a, F t.,. ,, SYSTEM IS NOT DESIGNED TO ACCOMODATE GARBAGE GRINDERS THE INSTALLATION OF GARBAGE GRINDERS, OR EXTREME WATER USE FIXTURES IS ; . ,. x ,� :''; :� �•-f � 1 :r � � �""� � :�, CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. SITE SOILS DATA ".'1•f' f . � �y � ..M'.5) �'�d-i e1 344 y(��t�. TEST PIT i TPTP-1 - 4123107 BY T. HUTCHINS, P.E. - •: 'E u ` } y, d W f' � � �.'� F,'`'.. I� � . .•.. ♦ .•J7- -�—���"- � ?*V; �V CC� t 'jE••• ..-'�'•, s ♦ 7P LOCATION IS IN THE AREA OF FAILED SYSTEM .` ,• ' .k : :' �$ ''- : _ ' ` '� .; - „. � f � as .,yv +. ,�.y .`"ti � .<S`y x� e �titi�,< '� .'< F,,;. r .,��'� � -' ye � �;.. 't' r � � 3,.=tv,•�•. ..d. 72" DEPTH 3.638 ACf „ 0-4 TOPSOIL �u�, � .. : " •�, F• ' � � - �(�-•,�� { " �`` :�i�'� �` '� •, f •5 L' a �G 4-19 LIGHT BROWN LOAMY SAND � �+,� , • � .. �. _ _ � . �, F 380 19-49" COARSE GRAVEL of (/_ 49-72 NA77VE SILT LOAM •. , : . ,� a ,�, . '- �..,, �} ��V ,• ' 'rti• 3"r � `x. \.`.'gy`f'°r `a � t - •S� '{.'—rt �e:,�r � .s.aa r �,.k.':-�� v P -1 } . / O � �. �r�.. r" tom. - •a , t� '>,�,.• �¢ -�.��.� ,,�,.��' •�. o Q ULU 0 MOTTLING ® 72" ( DRY ENTIRE DEPTH `` " '• v E � " W / USE NATIVE SILT LOAM AS BOUNDARY CONDITION E " • `r ; .. d co N [ PERCOLATION TEST LOCATION MAP SITE LOCATION O TOE OF FILL N [ PT 1 - 4123107 BY T. HUTCHINS, P.E Z I ® STABILIZED PERCOLATION RATE: 14 MINUTES PER INCH NTS TOP OF FILL EXISTING 5 APPROXIMATE BEDROOM WELL LOCATIO - o SYSTEM INSTALLATION NOTES FILL MATERIAL NOTES �:� RESIDENCE ,� PROPOSED ABSORPTION TRENCHES; Q3 (5) TRENCHES OF INFILTRATOR , t� CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE EN77RE AREA of PROPOSED QUICK-4 EQUALIZER 36 CHAMBERS Q N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND AS7M F481 ABSORPTION TRENCHES AND TAPER AREA. SYSTEM FILL TO BE LOAMY SAND FILL WITH ® 60' EACH, INSTALLED SHALLOW o INSTALLATION OF THERMOPLAS71C PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH PERCOLA7ION RATE SIMILAR TO IN SITU USEABLE SOIL 1N THE ABSORPTION FIELD AREA. E Cx PROPOSED 4" SDR-35 •1 U FIELDS. FILL TO BE STABILIZED IN 6" LIFTS TO A TOTAL DEPTH OF 5-11" ABOVE EXISTING GRADE. NON-PERFORATED FILL MATERIAL, INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 6' HORIZONTALLY FROM THE w DISTRIBUTION PIPING, v d AFTER EXCAVATION OF 2 WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND EDGE OF OUTER TRENCHES. TAPER THE FILL AREA AT A 1:3 MAXIMUM SLOPE r0 MEET .� -� 1/8" PER FT. MIN. SLOPE \ FLOOR OF EACH ]BENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED WITH THE EXIS77NG GRADE. PROPOSED SECTIONS OF TRENCH. DISTRIB°>,°" BOX `\ SHALLOW ABSORPTION TRENCH NOTES PROPOSED 4" SCH-40 \ THE CHAMBERS SHALL BE INSTALLED LEVEL, MAINTAINING STRAIGHT CON71N000S GRADES — THIS SYSTEM UTILIZES SHALLOW ABSORPTION TRENCHES, CUT ALL TREES, STUMPS AND EFFLUENT SEWER, WITHOUT SAGS, HUMPS SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. THIS VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXIS71NG ORGANIC 1/8" PER FT MIN. SLOPE \ \ ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE MATERIAL FROM SURFACE PRIOR TO PLACING FILL USE TRACKED EQUIPMENT FOR ALL EXISTING SEPTIC TANK TO BE WORK IN ABSOPRTION FIELD AREA. BOTTOM OF TRENCH TO BE INSTALLED 13" MAXIMUM - -� RUNOFF AWAY FROM THE DISPOSAL FIELD. " S wLU ABANDONED, PUMP SEPTA D INTO EXISTING GRADE TO PROVIDE 36 OF SEPARATION TO SEASONAL HIGH GROUNDWATER AND FILL WITH SAND DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING AND TABLE. PROPOSED 1500 GAL DUAL COMPARTMENT PRECAST CHAMBERS HAVE BEEN INSTALLED. C m CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF O .� CONCRETE SEPTIC TANK NO EXIS71NG FAILED ABSORPTION AROUND ABSORP77ON FIELD. PROPOSED 4" SCH-40 TRENCHES TO BE REMOVED AND DISTURBED c HOUSE SEWER, AREA TO BE BACKFILLED WITH SYSTEM FILL .._. 1/4" PER FT MIN. SLOPE PRIOR TO CONSTRUCTION OF NEW FIELD. SLOPE_ 6' TYP TO TOP 6' TYP. TRENCH 4" MINIMUM TOPSOIL ON TYPICAL ABSORBTION TRENCH OF TAPER SPACING ENTIRE FILL AREA. SEED (5) INFILTRATOR QUICK-4 AND ESTABLISH TURF. EQUALIZER 36 TRENCHES APPROXIMATE EXI_N SLOPE REQUIRED EACH 60' LONG N 83=-20' _ __ ' ' I TYP TO TOP 6 W 4179 III-III—) I I—III � I-I 11—) - __ 11 -III III1 I 11 i ( III -) II III!IIIiIII OF TAPER SITE PLAN 3 13" MAXIM = I C MAX SLOPE SCALE- '"=30' 1=1 I I , ,I I I,;,I I I, -1 ! 1=III-I 11-ISUGGES POLYETHYLENE NATIVE S/LT LOAM LA APPROXIMATE EXTENSTENSIONN TO GRADE WITH YS I—I ( I 1 I (-1 i 1-1 11 III—) 11-1 ( 1-1 I —1 I M!N I—) I I I I 1-1 I I — I I—III III III—III—) 11 III—III-I FINISH GRADE TAMPER RESISTANT ACCESS _ _ _ _J _ I III-1 I I-! I I III-III-111 COVER TAPER AREA - MAXIMUM — — —I 11-1 I I-III—) I 1-III—III--I I I_ --I I I I I I-I I (—III—III III—III—III-I SLOPE 1:3. SYSTEM FILL EXISTING ORGANIC MATERIAL MATERIAL ALL AROUND TO BE REMOVED PRIOR TO 5"-11" MECHANICALLY PLACING GRANULAR FILL STABILIZED SYSTEM FILL — — — — 12" MIN. COVER WGGESTED: INSTALL ZABEL MATERIAL, 5-15 MIN. 1NPLACE — A100 FILTER SUCH THAT 1T IS STABILIZED PERCOLA7ION RATE TAPER AREA - MAXIMUM READILY REMOVABLE THROUGH 12" MIN. COVER SLOPE 1:3. SYSTEM FILL TANK ACCESS COVER DISTRIBUTION BOX MATERIAL ALL AROUND INLET 4" SCH. 40 PVC 3" 4" PVC SCH-40 SHALLOW ABSORPTION FIELD SECTION LIQUID LEVEL OUTLET TOWN OF QUEENSBURY MIN. SLOPE "TS BUILDING & C W 1/4" PER FOOT MIN. SLOPE 16" 1/8" PER FOOT BAFFLE Reviewed BY: 18"MIN. USE SPEED LEVELERS To Date: WATERTIGHT SLEEVE ASSURE ALL OUTLETS ARE AT AND SEAL (TYP.) LLd EXACTLY THE SAME ELEVA 77ON 4" PVC SCH-40 SOLID HEADER i�JZE >� ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL Q. TO PERFORATED TRENCH PIPING, 53" ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 1500 GAL PRECAST p s 1/8" PER FOOT MIN SLOPE € fix• I'L er7l CONCRETE SEP77C TANK ( 48" EFFECTIVE LENGTH MINIMUM 2X WIDTH - - — - - - - - - -- - - - - I MAXIMUM 4X WIDTH 12" __ _ _ __ _= _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ �..,_ 0 ISSUED TO TOWN OF QUEENSBURY 9111107 No. Revisions Date SEPTIC TANK NOTES WASTEWATER REPLACEMENT SYSTEM ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND — — - - - - - — — - prepared for: SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 22" Jodi Chwiecko ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXIS71NG SOIL Boathouse Road - Cleverdale COND17IONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. INFILTRATOR® QUICK 4 INFILTRATORQ QUICK 4 MAP REFERENCE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 Town ofQueensbury, Warren County,New York WHEEL LOADING. EQUALIZER 36 SECTION EQUALIZER 36 PROFILE TOUNDARY IN AIIID HOUSE LOCA77ON AKEN FROM MAPAO oA SURVEY OF A PARCEL Drown: LWD Checked: GTH Scale: NOTED Dote: 7/30/07 OF LANDS TO BE CONVEYED FROM F.J. NTS NTS 169 Haviland Road ALL JOINTS MUST BE SEALED. SEP77C TANK DETAIL BOUCHER TO L.E. CLOVER" DATED JULY 28, Queensbury, NY 12804 TS 1967. PREPARED By- (518) 745-0307 Phone 29252-0 1 " LAND SURVEYOR; GLENSH ALLS,V NY DUSEN, Hutchins Engineering 518 745-0308 Fox