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2003-770 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804.5902 (518)761.8201 Community Development-Building&Codes (518)761.8256 nr F PLIAN %.Jfl.L Vr COM CEPTI IrATE rNr Permit Number; P20030770 Date Issued. Wednesday, January 16,2008' This is to certify that work requested to be done as shown by Permit Number P20030770 has been completed. Tax Map Number. 523400-279-013-000 1-0 10-000-0000 Location. 22 RED.HOUSE Ln Oamer, JONATHAN MONROE Applicant. JOHATHAN MONROE 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&cede E ement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030770 Application Number. A20030770 Tax Map No: 523400-279-013-0001-010-000-0000 Permission is hereby granted to: JOHATHANMONROE For property located at: 22 RED HOUSE Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans d th inf orn=mnmattion hexe ded and approved and in compliance with the NYS Uniform Building Codes and the ueensbuxyZo Ordinance. Type of Cons action Value Owner Address: J A HAN MONROE 2 RE HOUSE Ln To Value Septi ratio sidential QUE SBURY,NY 128 GDntracto oAnuilder's me Ad \s Electrical Inspection Agency ................................................... .......... Plans &Specifications 2003-770 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFCATIONS $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 17,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To , September 17,2003 SIGNED BY . r the Town of Queensbury. Director of Building&Code Enforcement ';7 TOWN OF QUEENSBUR.Y 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING P MIT Permit Number: P'20030770 Appli at' n Number: 0030770 Tax Map No: 523400-279-413-0001-010-000-0000 Permission is hereby granted to: JOHATHAN MONROE For property located at: 22 RED HOUSE L in the Town of Queensbury,to construct or place -at the above location in accordance with application together Atli plot pl ns and Cher information hereto filed and approved and in compliance with the NYS Uniform Building Code and th Queensbury Zoning Ordinance. a of onstruction Value Owner Address: JONATHAN MONROE 22 RED HOUSE Ln Septic teration Residential QUEENSBURY, NY 12 Total clue Contractor or Build r's e J Address Elec ical Inspection Agency Plans&Specifications 2003-770 renewed permit for 1 year: pd $25 on 9/4/07 Permit time frame: 9/17/2007 -9/17/2008 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFCATIONS $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 17, 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 To o eensb< ednesday, September 17, 2003 SIGNED BY r for the Town of Queensbury. Director of Building&Code -forcement TOWN OF QljEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development--Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030770 Application Number: A20030770 Tax Map No: 523400-279-013-000 1-010-000-0000 Permission is hereby granted to: JOHATILkN MONROE For property located at: 22 RED HOUSE Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JONATHAN MONROE Septic Alteration Residential 22 RED HOUSE Ln QUEENSBURY, NY 12804 Total Value Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2003-770 SEPTIC ALTERATION A OT PLAN SP C CATIONS $25.00 PE PAID--THIS PERMIT' EX649'S Monday, September 17, 2007 (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 of bury; /,Wed d September 17, 2003 SIGNED BY CL 7—b� 1 for the Town of Queensbury. IV le- Director of Building&Codetriforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030770 Application Number: A20030770 Tax Map No: 523400-279-013-0001-010-000-0000 Permission is hereby granted to: JOHATHAN,MONROE For property located at: 22 RED HOUSE Ln in the Town of Queensbury,to construct or plaJe-I I I .. Ct 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. I . ii ! z I . I T. of Construction Value Owner Address: JONATHAN MONROE Septic Alteration Residential 22 RED HOUSE Ln Total Value QUEENSBURY,NY 12804 r Contractor or Builder's Name J Address Electrical Inspection Agency Plans&Specifications 2003-770 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFCATIONS $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturdayf-September 17,2005 (If a longer period is required,an application for an extension must be made to the code Enforcement of the Town of Queensbury before the expiration date.) Dated at the To of Q I jsb , .1 *Nr-September 17, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN-OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902. (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030770' Application Number: A20030770 Tax Map No: 523400-279-013-0001-010-000-0000 Permission is hereby granted to: JONATHAN MONROF, For property located at: 22 RED HOUSE Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JONATHAN MONROE 22 RED-HOUSE Ln Septic Alteration Residential Total Value QUEENSBURY,NY '12804 Contractor or Builder's Name f Address Electrical Inspection Agency Plans&Specifications 2003=770 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFCATIONS. $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: .Friday, September 11, 2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbuty before the expiration date.) . Dated at the T of een a esday, September 17,2003 SIGNED BY r` for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)-761-8256 1. OWNER INFORMATION: Office Use Location of installation: -2 D File Permit No. 3-2 Tax Map No2)?,,X�, /6 1 Fee Paid Owner's Name: Axwora 1 Address: 2. INSTALLER'S NAME :-JbntA.41-UkW I PHONE,No. -7 V�A-72e' 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedroom.s x --Computation = Total Daily Flow 1980 or older x 150 gallbdrm = 1980- 1991 x 130 gal/bdrm = 1991 -present x 110,gal/bdrm = Garbage Grinder Installed yes Spa or Hot Tub Installed yes I no -Z—� 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) ToDoL),ra-Dhv Soil Nature Ground Water Bedrock or Impervious Material DomesticWater Supply ��t �--sander at what depth at what depth municipal - Rolling tam feet feet well ,Steep slope clay if well; water supply 4� %'slope other from any septic-system depth: absorption is 200ft. other Percolation Test: (To be completed by licensed professionalengineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallo Is to t e size of the septic tank and leach field for each Garbage Grinder,Spa or Wh jlpool Tub. Septic Tank: gallon (min. size 1,000 gal.) 7- 11, Tile Field: each trench fi. Total System Length: fp _7P 1 2003 t t. Seepage Pit(s): number of size of each: -69-- by - 4 TOWN OFQUEEEENISSURY Size of Stone to be used: depth or thickness JeE4UILDIIIG AND CODE Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tans---s-- Size of each: gallons TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code 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 the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. S` nature of respons- ible person Date �it;w(:rs :»>tl h'cays�l:e L}iKt�paal Casat:ire• 11.ppmulix C, : A'�.#.�+(3IttI'•�•i'1C21`d. Iz'tls3ial.) '. • fiI�:I'1�lLA't'iL)1`�i Ltl�cZt.7 i tttt�]Ir:N'it:i . 1Pt�LL. tF1 �/j►TR•tL• �i ,•,/ 61 u'tvt . caa i. �'" •..... 4... Ya v • ''� ram. �^ St t•21c. r ......... »...... ?. $IGI�A.T'Z3K & UgFOkMATIO19FC3I i Septic Inspedlon Report Ofrice No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: —am/jR epart: am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspectors Initials: NAME: #1 M C. PERMIT NO.: LOCATION: INSPECT ON: 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: AbsorCtion Field; Total length Length of each trench ft. Depth of trenches Size of Stone See pma e Pits: Number cios Size: P x Ftikompe Size: Piping Size Tpe Building to tank Tank to Distribution Box Distribution Box to Field Pit Openigg Seated: Y/ N/ Partial End Cap [inlet/outlet Pipes&Baffles Y—�NQ Location Se rations Foundation to tank Foundation to absorption Separation of Pits Conforms as per Plot Plan —Y N Engineer Report and As-Built I —Y N Location of System on Property, Front Rear Left Side Right Side Middle Front Middle Rear 5ystem Use Stat Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 ` \\\ p ----------- vv vv �wNF \ 414- z �` sNo� \ ROAD c��L S50 00500"E 98.70. i N ' T V M M ­_cENrER NN_J_ OF•_.-,_— c�/ � \\ / O)/ (-NmUIZ j7m a I a n�nc NM POLE t u U>a m v 24- ��� ���.c ` 1 �� LED ' 0" r-0 c \ \ NOW OR FORMERLY ,[J-a POLE DRYWELL Ice s VERNARD W. &BRENDA SPEEDY '�B 3/3A // LOCATION i 4' t���� 2 ' `\ 668 342 0 / ` ! I STORY GRAVEL ROAD \ ` �h5 i.� ___ / (.. I'RnML. "REDOWN HOUSE LANE" \\\\c9\\\ pvefieOd Uplity�re6 1�2�0,�/^ ���\ y* / -DIST. BOX t\ _ CO EQUALIZER ! UTLPOLE \ u PIPE (TYP.) bI PERC. TEST y0j LOCATION WOODED ` 2"0 FORCE ` \ \ MAIN (TYP.))� p+�` TOTAL AREA: $ ; \ ` I 1.43 ACRES.* WOOD NOW OR FORMERLY I'F.FLUENT PUMP DECK VERNARD W. &BRENDA SPEEDY ^{ \ / a P1� LOCATIBRF( ! 666/346 \\ \ ho ! pp / \\ �Gff \\ � !pp�.",,'�� I ®BLOCK SHED WOOD$11ED T PIT��Y/ �,^.�0/ �\OCA ON I �� CONCK 111 �4 DRILL F µ.EL U GRAVEL / '\ FRN.lE&Q PARKING AREA !\ fIIL.PolE CONC. BLOCK •4r/ _0 1000 901 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: 2. Queensbury Building&Code Enforcement Arrive: am/ epart: am/ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: C NAME: Al -AA ;�CJ-e_ PERMIT NO.: LOCATION: � _ f (� j-((j-5,C Lgt;CINSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam 1 Clay `�' ` � S� Type of Water: Municipal 1 Well Water ov"f Waterline separation distance ft. tA-. C- WeII separation distance ft. 5 j L) Other wells: ft. �{ t Absorption Field: Total length Length of each trench ft. � { Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x �227 Stone Size: F)t -r Piping Size Type �b kj, �J Building to tank Tank to Distribution Box Distribution Box to Field 1 Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption $. e aration of Pits ft. Conforms a�®rtandA Y N v �t- A9 U t L 7- P 4-4) C)� L� Engineer Ruilt Y N ''T� T Location of System on Propex-ty: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 116105 A P, 001 Ooo---' 0 1 f till OZ 'o PORC Z, 0 lj\1 >0 /V If ry 44 SHORE Tt Kgo O - *10Z lowliel;Mut UIJ�4y KUUIMtKl FALL F'HCit Jl RUCINSKI HAIL ARCHITECTURE , Ronald Richard Ruclnski Ethan Peter HOP 627 Maple Avenue �Gti Sarstoge Springs NY 128 Voice 518 5801905 Fax 59�584 fi012 Email m@nycap.rr.com ephallanycap-rr:com Jonathan and Batley Monroe—Red douse lane.—Septic System 23.July 2004 David Hatin—Building and Code Enforcement Town cif Queensbury 742 Bay Rd Queensbury NY 12804 At the reference project, l observed the installation of the septic system including the sePtid tank, distribution boic and drywalls prior to backfilling on 28&2$June, 2004 and the System appears.to be installed)substantially in accordance with the approved subdivision requirements and is acceptable to this office. Ethan Peter Hall Architect CAACA.ANour1OeTS rerwO*\Septic Le ter doo Septic Inspection Report ort p p Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: r am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: `R , PERMIT NO.: LOCATION: — ci11 INSPECT ON: RECHECK. \ Comments and/or diagram Soil T : Sand/Loam/ la Type of Wa . al/ ell Water Waterline separation distant ft• �q/ ,t'S �u!�! ! Well separation distance ft• J!yl� ��� C Other'wells: a ft. �p�iC}Ull� Abso tion 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 g Siz T e .Building to tank Gb Tank to I #rilatietcA 10 " U��P r0 Distribution Box`- ''mot �" �c D Opening Sealed: Y/N/Partial End Gaps Location/Separations Foundation to tank ft. Foundation to absorption ft• Separation of Pits f V �--- Conforms as per Plot Plan -Y o8(touT A 5- v t 1 Engineer Report and As-Built Y� N" rl, CiNCa �C,tJ�pol/, �- Location of System on Property: / Front .Rear Left Side Right Side orzrc� Middle Front Middle Re 5'� - �b C� `r°P Iti System Use Status- Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved .. Z .� Last revised 1/6/05 O z a MI SLOPE 1 /4" PER FOOT SEPTIC TANK BY FORT MILLER OR EQUAL PROVIDE 3" SAND OR PEA GRAVEL UNDER TANK \ \ \\ \ _ ------------ ------------- ------------ \ \ \ f r2 nDE GRA►EL ------------- -- 1�1 o - F _ \\ \ \ �'►F 4*F GRAVEL ROADo7 \\\ \\\ qr \ ____1 _ _ S 8945'00" E _ _ 98.70' _ 11 _ - - - - - R�-- -r \ 50.00 48.70 �_CENIER UNE f OF +�� / J� UT � u i u \ O/ b- ahead Utility fn w, \\ ` 24'-0Lu L� i �© �W •TELL NOW OR FORMERLY T ALE b LOCATEION VERNARD W. & BRENDA SPEEDY �� V p I t 668IJ42 GRAVEL ROAD \\ \\ w;ros 1� �_� , DIST. BOX I KNOWN AS �\ �� \\ mid utility u �q`l '' ` 00 RED HOUSE LANE" I <11 -�400 EQUALIZER PIPE (TYP.) U7LPOLE LA Nu ��� O PERC. TEST �y�� I NYT s �`\ ��9a\\\ N 60.' LOCATION \\ `� WOODED 2*0 FORCE 5 I MAIN (TYP.) \ 0 / • ' / \`� \ vu,e ( ��� TOTAL AREA: I o 0O` �\ \ '14 / o0 1.43 ACRESf I �n Wood NOW OR FORMERLY \ \ ` "_IT:�LUENT PUMP / I \ DECK VERNARD W. & BRENDA SPEEDY \ g P)T EOCAMNA I \%24M 6681346 \ .ONC. \ WOOD SHED • \ CONC. BLOCK \ T PIT, CON\ \ LOCA 01� BLOlp CK . WALLDRILLED WELLi' �i' GRAVEL \ FRAME & _ PARKING - \• 0�y�0AREA\ L.POLECONC. BLOCKO/ r�ocK SEPTIC ANKRETAINING jai y WALL O L J PAD I r • \ W ► \ q•�O I • l \ \/ STORY FRAME V \ , _ ► ADDITION Q �l 2 STORY • FRAME HOUSE APPROXIMATE / EXiSnNG SEPnC / TO BE ASWDONED / ti ryOry PATIO / \ s 84•5s'oo" w - 50.00 _ - — S 88'S2 " Wes- APPROXIMATE FINISH GRADE RECOMMEND ALL ACCESS do CLEANOUT OPENINGS BE RAISED TO 6' BELOW FINISH GRADE. F�4 PLOT" aPLAN 2"0 VENT ABOVE FIN. GRADE WITH BIRD SCREEN LIQUID LEVEL TO PUMP STATION MIN. SLOPE 1/8" PER FOOT 8" CMU TO GRADE -INLET & OUTLET BAFFLES -o0 Q MINIMUM 2x WIDTH MAXIMUM 4x WIDTH SEPTIC TANK N.T.S. 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 4" CONC. PAD 4*0 PIPE FROM SEPTIC TANK MERCURY FLOAT SWITCH WITH WEIGHT (TYP.) POLY BASIN EFFL N.T.S. TPUMP STA JUNCTION BOX PUMP STATION NOTES ACCESS COVER 2"0 TO DIST. BOX CHECK VALVE WITH 1 /4"0 DRAIN HOLE ABOVE CHECK VALVE SUBMERSIBLE SEWER PUMP 1. PUMP TO BE EFFLUE T PUMP GOULDS MODEL GL38 5-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED 2. PUMP CONTROL PACK GE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN EXISTING RESIDENCE Overheod Utility Wires SEPTIC SYSTEM DESIGN DESIGN FLOW - RENOVATED 3 BEDROOM HOUSE WITH NEW STANDARD WATER SAVING FIXTURES AT 110 gpd PER BEDROOM = 330 gpd SEPTIC TANK -1,000 GALLON TANK REQUIRED ABSORPTION FIELD - 1-5 MINUTE PERC. RATE - APPLICATION RATE 1.20 GAL/DAY/SF 330 GAL/DAY DIVIDED BY 1.2 GAL/DAY/SQ. FT. = 400 SQ. FT. REQ'D. - USE (3) 6'- DRYWELLS AT 6'-0" DEEP = 453 SQ. FT. AREA TO THE NORTH OF THE EFFLUENT PUMP LOCATION IS SPARSELY WOODED WITH SLOPE OF GRADE AT MORE THAN 15X WHICH IS UNACCEPTABLE FOR ON SITE SYSTEM. AREA IS UP -GRADIENT FROM WELL LOCATION INDICATED, THEREFORE 200 FOOT SEPARATION IS REQUIRED. LOCATION INDICATED FOR SUBSURFACE LEECHING PITS IS AT THE UPPER GRADIENT OF THE SLOPE AT THE POINT WHERE GRADE FLATTENS OFF. 100 FOOT SEPARATION TO WATERFRONT AND NEIGHBORING WELL LOCATION IS INDICATED ON PLAN. EXISTING SEWAGE DISPOSAL SYSTEM TO BE ABANDONED IN PLACE. I�;EY PERC. TEST INFORMATION HOUSE 18" BELOW GRADE TO TEST LOCATION FILLED TO SATURATION 1st TEST - 1 MIN 44 SEC 2nd TEST - 1 MIN 50 SEC 3rd TEST - 1 MIN 32 SEC 4th TEST - 1 MIN 40 SEC 5th TEST - 1 MIN 55 SEC 6th TEST - 1 MIN 50 SEC 7th TEST - 1 MIN 48 SEC 8th TEST - 1 MIN 50 SEC USE 1 TO 5 MIN SOILS APPUCA11ON RATE 1.20 gpd\SF GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY DONALD L PIGEON, Jr. DATED: 27 JUNE 2002 LEGEND — - - - - - - — PROPERTY UNE ---------------------- PROPERTY UNE SETBACKS ss ss ss ss SANITARY SEWER TEST PIT INFORMATION TEST PIT INFORMATION TAKEN 29 JUNE 2003 BY ETHAN P. HALL 0-6" TOPSOIL ORGANIC 6-22" DARK BROWN SAND MEDIUM\FINE) 22-46" RED\BROWN SAND (FINE) 46-104" BROWN\TAN SAND (FINE) NO WATER - NO VISIBLE SIGN OF MOTLING WASTEWATER DISPOSAL SYSTEM COMPONENT NOTES ® INSTALLATION OF ALL SANITARY DISPOSAL SYSTEM COMPONENTS SHALL BE CONSISTENT IN EVERY RESPECT WITH THE STANDARDS SET FORTH BY THE NEW YORK STA 7F DEPARTMENT OF HEAL TH (PART 75-A). ALL WORKMANSHIP AND MA 1FR/ALS SHALL CONFORM TO NEW YORK STA 7E DEPARTMENT OF HEAL TH WASTE 7REA7MENT HANDBOOK INDIVIDUAL HOUSEHOLD SYSTEMS AND ANY APPLICABLE TOWN STANDARDS. HAS7FWA 7FR DISPOSAL SYSTEM P/P/NG • A. BUILDING TO SEP77C TANK., 4" SOLID PIPE, 77GHT JOINTS, MIN/MUM SLOPE-1/4"/FT. (PVC, SCH 40 OR CAST IRON AS ALLOWED BY BUILDING DEPAR7MENT) �\ • B. SEPTIC TANK TO EFFLUENT PUMP TANK : 4" SOLID PIPE, 77GHT JOINTS, MINIMUM SLOPE - 1/8"/FT. \\ C. EFFLUENT PUMP TANK TO DIST?IBU77ON BOX : 2" SOLID PIPE, 77GHT JOINTS \ D. DI57RIBU770N BOX TO SEEPAGE PITS. 4" SOLID PIPE, TIGHT JOINTS, MINIMUM SLOPE - 1/8"/FT. E. FINISHED FLOOR OF PROPOSED BUILDING IS TO BE ESTABLISHED AT AN ELEVA77ON WHICH WILL PROVIDE FOR GRA W TY CONNEC770N. F. INVERTS OF SYS7FM TO BE DETERMINED /N FIELD AF7FR SET77NG BUILDING FINISH FLOOR ELEVA 77ON MAINTAIN MIN. PIPE SLOPE AS REQUIRED. SEP77C TANK 1. SEP77C TANK TO BE SEAMLESS 1, 000 GAL. SET LEVEL ON 6" OF CRUSHED STONE. 5EP77C TANK TO HAVE SCH 40 PVC 'T' AT INLET AND OUTLET. INLET 16" BELOW FLOW LINE, 8" ABOVE FLOW LINE, OUTLET 18" BELOW FLOW LINE, 5" ABOVE BELOW LINE, 1" AIR SPACE ABOVE 7's. SEP77C TANK SHALL BE MANUFACTURED BY FORT MILLER OR EQUAL. USE 1,250 GALLON TANK /F GARBAGE GRINDER IS TO BE INSTALLED. EFFLUENT TANK &PUMP 1. EFFLUENT TANK TO BE POLYETHYLENE TANK WITH MIN. 40 gal. CAPACITY SEAMLESS W/7H REMOVABLE COVER. INSTALLED AS /NDICA 7E'D /N DETAIL WITH CONCRE7F SLAB AND MASONRY FOUNDA 77ON ABOVE TO GRADE. EFFLUENT PUMP TO BE GOULDS MODEL INDICA 7FD OR EQUAL. TOTAL FEET OF HEAD TO BE DE7FRM/NED BY rved or believe I saw evidence Of, INSTALLER BASED ON ELEVA770VV DIFFERENCE BETWEEN DIST. BOX AND PUMP LOCA770N. FIELD VERIFY „ o oI nave SQ=.n pr ,,JSe" # n� a ie es, tc., CON7ROL PACKAGE TO BE SUPPLIED BY PUMP MANUFACTURER. HIGH LIMIT ALARM BOTH VISIBLE AND AUDIBLE , ,_:a I have i � TO BE LOCH 7ED WITHIN THE EXIS77NG RESIDENCE. r!njresent iof can the diagram. " D/S77?IBU77ON BOX p= .a1+y �� =. , ;red th /�istances set 1. DIS 77?IBU 770N BOX TO BE A NEW YORK STA IF DEPARTMENT OF HEAL TH APPROVED PRECAST CONCRETE WITH REMOVABLE COVER FOR CLEANING ACCESS. BOX TO HAVE SUFFICIENT OU7ZE7S FOR LA7FRALS, --'-- AND TO BE C0NS77?UC7FD WITH AN /N7FRIOR BAFFLE. DIS7RIBU770N BOX SHALL BE MANUFACTURED SIG, Aru E BY GUARDIAN CONCRETE INC., OR OTHER APPROVED EQUAL. SEEPAGE P/ IS & FL IL 1. ORYWELLS TO BE PRECAST UN/13' AS MANUFACTURED BY FORT MILLER OR £QUA ;' �' ON FOUNDA 770N OF CONCRETE MASONRY UNITS AS /NDICA TED IN DETAIL. BACKt5W � ���� o ' �1 RY WASHED CRUSHED STONE (MAX. 2-112"0) EFFEC77VE DEP7H TO BE MEASURED FROM INVERT OF PIPE TOy BOTTOM OF THE PIT WITH THE THICKNESS OF IMPERVIOUS LAYERS DEDUC7FD. BUILDING & C E REVIEWED BY • DATE d� FINISHED GRADE INLET BAFFLE 2" FORCE MAIN SLOPE TC DRAIN BACK TO PUMP STATION CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS RECOMMENDED. 12" MIN. COVER OVER ALL S UCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL GRAVEL ALL OUTLET INVERTS TO BE SET AT EXACTLY THE SAME ELEVATION. (USE OF SPEED LEVELERS ENCOURAGED) DISTRIBUTION BOX N.T.S. 24" ACCESS COVER 4*0 PVC INLET PIPE � FINISH GRADE N 4" , //--- FILTER FABRIC O .a .©. ...�, : O SEAL ALL JOINTS :. O .:.:. O.. O. O flp �....0� ..:_ ... OO. O. OO .O ;Q O �:: 0 :.. �. O.. O CRUSHED STONE O: Q : . .. O a O. O p. O w O U:. .O : 1-1 /2" TO 2 1 /2"0 Q. :.0. .:.. O d O O 4"0 EQUALIZER PIPE o;o 0 0" 0 O;: Q O.: i= O, O . c� Q O :O: �. 6'-0'I DRYWELL x 8'-0" DEEP . 'O ;.. 0__ . ©: FORT MILLER OR EQUAL O o:. O' Q:.: O o. O- : 0. o O O 8"x8"x16" CONC. MASONRY ' O O.. :.:. I O FTG. LAY DRY WITH O_ p . O..'':. co1O �: CORES HORIZONTAL O. Off. O O OO O.:..O = — QO p OO O. O :..0 O O C . Q o.Q° o:° ..0. D o.: i D O o. o.. O. 12" MIN. SEP 2W3 fiovj xN, 0f. X TYPICAL DRYWELL DETAIL ,�� �I•af'a� N.T.S. No.1 DESCRIPTION DATE REVISIONS r� w+/ �En j=�J _U LLI fW2ozVaQ3r') L, 003 to W u�J E oN ir oa Ow} E Z= O vVa oZaQo <CL (OL�O Z.2mN aow aF a5ac MCrno c o uxO++ 040 ovE rW CoV) > LL Ldi WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\M0NR0E\SP-1 SCALE AS NOTED DRAWN BY DRAWING TITLE PLOT PLAN, NOTES AND DETAILS DRAWING No. SP-1