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2008-563 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080563 Date Issued: Tuesday, November 30, 2010 This is to certify that work requested to be done as shown by Permit Number P20080563 has been completed. Tax Map Number. 523400-239-016-0001-014-000-0000 Location: 23 SIGN POST Rd Owner. BRIAN & DRUSILLA KING Applicant: BRIAN & DRUSILLA KING This structure may be occupied as a: Septic Alteration Residential By Order of Town Board Test Pit/Perc Test Review 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: P20080563 Application Number. A20080563 Tax Map No: 523400-239-016-0001-014-000-0000 Permission is hereby granted to: BRIAN &DRUSILLA KING For property located at: 23 SIGNPOST 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. Tyne of Construction Value Owner Address: BRIAN&DRUSILLA KING JOANNE HADDOCKS Septic Alteration Residential Test Pit/Perc Test Review 110 COOLIDGE Ave GLENS FALLS,NY 12801-0000 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-563 DEEP HOLE/PERC TEST SEPTIC ALTERATION RESIDENTIAL $225.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,April 02, 2010 (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 tbArroR pf Qu b ry, hursday,April 02,2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement For an EPA homeowner's guide: http://www.epa.gov/npdes/nubs/homeowner guide long customize.pcif /--------------------------OFFICE USE ONLY ----------------------+ ----_ - --- -I + TAX MAP NO. PERMIT NO, f RMIT FEE ' + + f + + APPROVALS: ZONING_ TOWN CLERK 0 + � � + + 0 + :--------------------------------------------------------------------+ +----------- .- -- APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMITS� ` - OWNER--j YA 1�11 �11aC.KJ ���'� INSTALLER: r�LL- ADDRESS: L{J' C~IAZQ MJc1-Ik 040PRESS: -y�>�� .< �T1 LL—Pp . � LEx PHONE NOS. �J "gq./1 1 �y PHONE NOS. \-79,3"�'`'��` LOCATION OF INSTALLATION: RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older X 150 gallon per bedroom = 0 GARBAGE GRINDER r� INSTALLED?_�_ 1981 -1991 L X 130 gallon per bedroom = 0 1992-present ® X 110 gallon per bedroom 0 SPA OR HOT TUB INSTALLED? tAn PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING ✓STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT.DEPTH? > c�t BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?�� ✓ DOMESTIC WATER SUPLY: L�YCE �I�.cyiZC,►E MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft)�1✓ PERCOLATION TEST: RATE IS .5 NMMIINUTE PER INCH (TEST TO BE COMPLEJED BYA LICWS D PROFESSIONAL ENGINEER OR ARCHITECT) 1Cr��L�J �G ��� � T"• 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: t0©C:> 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: [J ABSORPTION FIELD(WITH NO. 2 STONE) Total length ft. Each trench X ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ALTERNATIVE SYSTEM Bed or other type?-f5l0FiL1'ZArt VK To A ;n'rette I-)��riE 0 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 the regulations with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codesC&gueensburv.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net ( Ignature of Person Responsible Date IUTown of Queensbury• Community Development Office 742 Bay Road, Queensbury, NY 12804 Septic Inspection Report Office No. (518) 761-8256 Date Insn-' �am/M,,Depart:quest received: Queensbury Building&Code Enforcement Arrive: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: !'l.0 l LOCATION: INSPECT'ON: 11"'IZ14 } RECHECK: Comments and/or diagram Soil Type: Sand/ Loam Clay Type of Water: Municipal Well Water ( �` Waterline separation distance Well separation distance ft. <y Other wells: ft. Well Casing Length 50' +/- Y N N/A 150'to well nuired if NO 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 Build!ng to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N End Ca Y N In Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y_N [provide extension collar if Yes Y N �y Location Separations c_f" Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N E !Weer Report and As-Built -Y—N ETU Maintenance Contract Y N provided Location of System on Property: Front ;Rear Side Right Side Middle Front Middle Rear Wftm S tpproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\80ding Codes Forms\tnspection FormAseptic Inspection Report_03 2910.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Mamheim,PA 17545 MUNICIPAL CERTIFICATE I ELECTRICAL APPROVAL r�5,7'-_ r � o Permit N0.::.� 1....... ://...... .....Cert. N_ 1110 8. Cut.in Card No..................................... Owner............... ��.6 ....:.NAPA2:1. . . .. . ......................................... .. ...... Location.."A-3......��1.....ev...�l�v .............P.�i.....................................c+...................... ...... Installation Consisting of. ..�.. 1/ Cam- .... / u..�...�..��...................... ............... y� .. /?�e ........................................................ .................................................................................................................................................................................... InstalledBy...47� .5.....0";..............................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of ng inspections at any time, and if its rules are violated,the Company shall have the righgook this ertifi te. - -Date............................ . ............... INSPECTOR . .......................................................................... Member N.F.P.A..I.A.E.1. Septic Inspection Report Office No. (518) 761-8256 Date In71�amffij4tpart: request received: Queensbury Building &Code Enforcement Arrive: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: G C PERMIT NO.: LOCATION: ��u r _ INSPECT ON; 7 cI 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 Stone Size: Piping Size Type Building to tank Tank to Distribution Boxr —C Distribution Box to Field / Pit � �'j,�/9 ` 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 N � � Engineer Report and As-Built Y N ����w Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear SysLem Use tat us: Approved 7Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Repoli Office No. (518) 761-8256 Date In ctio r uest received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspectors Initials. � v NAME: _V-"N , PERMIT NO.: -To LOCATION: tCoA.� Cl'�i C> INSPECT ON: 1171 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: otal length y ft. �kPt(��r �S of each trench ft. Ph AqC 6— 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 Ca Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits !` Conforms as r Plot Plan Y rj6,43AI � �5'�```L� L Engineer Report and As-Built Y N I0f eGV4G Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc r Septic Inspection Report Office No. (518) 761-8256 Date In ` ioh request received: Queensbury Building &Code Enforcement Arrive: amp epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto 's Initials: NAME: PERMIT NO.: LOCATION: Ai o"5 0 INSPECT ON: Ce In Cl RECHECK: Comments and/or diagram Soil T ej Sand/ Lo . / Clay Type of Water: Muni ' ell Water A 0 Ve;' 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 Stone Size: Piping Siz Type, Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N End Ca N Inlet/Outlet Pipes&Baffles Y—N Location Se arations 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 Ream Sygern Use Status,21 ElApproved 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 OCT-17-2008 FRI 01 :48 PM FAX NO, P. 02 Town of Queensbury■ Building&Codes Enforcement Office■142 Bay[toad- Queensbnry,NY 12804 DEEP HOLE/PERC TEST Request for Town Engineer Review Property Owner. �Ctx>o ZL- 7� �. fr>!a�IG Phone: = 3 Property Owner's Address: �`7 �� 2Z�DCrI-���,Z.•� ..it .•a'�-Y Location of Test. �� '� �Q�' o.�� Tax ID if: "Applicant's Engineer ���.t�.tir--���,i(1-G 1 ��� Phone: -7 _ 7/�,.-�j�8 Applicant's Agent: 'rtf � Phone: Additional Notes: I. Reason for Request: New Septic System XReplacernent Septic System ElFalled Septic System u Subdivision 131 Site Plan Review 2.Are Wetlands present? YES NO LLd UNKNOWN *Note: Applicant is re wired to engage an engineer for design and testing of the s",stem. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEE SCHEDULE: a_ $ 200 Flat Fee Date Paid: Check No.: b. OR Fee to be determined during To Be Determined: Site Plan/Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert revie,N and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any othar aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is soonEr. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates t have thoroughly read and understand th,� instructions, agree to the submission requirements and have completed the application. I also fuller understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICANT: Date: SIGNATURE OF AGENY. 1 12� �Date: 0 -1-1 `U Original (B&C File) Canary(Planning) Pink(Applicant) Gold (Town Clerk) Page 1 of 1 Dave Hatin From: Daniell W. Ryan, P.E. idryan@visionengineedng.org] Sent: Monday, October 20,2008 1:33 PM To: Dave Hatin Cc: Dennis MacElroy Subject: Test Hole Sign Post Rd Performed test hole for replacement septic system at 23 Sign Post Rd. Soils were sandy, with loamy sand in upper 24 inches. Below that depth fine sandy soil firm with varying common rock sizes including the occasional large boulder. Soils acceptable for a shallow system to keep separation to bedrock as much as possible, the firm/compact soil did not appear impervious and could be excavated with a small machine. The design boundary condition is deeper bedrock somewhere in the range of 5 feet below grade depending on location. Because of site slope, area usable may be limited depending on system type and size. Give me a call if you have any questions. Dan Thank you, VISION Engineering, LLC 4 Glens Falls Technical Park Glens Falls,NY 12801 Phone:(518)792-9264 Fax:(518)792-9282 Daniel W. Ryan, P.E. dryan-@yisionengineering 0r9 10/20/2008 Town of Queensbury■ Building&Codes Enforcement Office■742 Bay Road. Queensbury,NY 12804 DEEP HOLE/PERC TEST Request for Town Engineer Review �rz�A-ia Property Owner:_RAXM,MK i� M>14� �eG`, � t��Phone: —]q—j —leg 7a.� Property Owner's Address: v Location of Test: 23 1.6a x � 120A b Tax ID#: *Applicant's Engineer: _ Phone: 7&1 —Q'?j V7 _ Applicant's Agent: `� lyTlfL� l r AcJE � Phone: Additional Notes: 1. Reason for Request: New Septic System Replacement Septic System Failed Septic System El Subdivision 131 Site Plan Review 2.Are Wetlands present? El YES NO UNKNOWN *Note: Applicant is required to engage an engineer for design and testing of the system. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEE SCHEDULE: a. $ 200 Flat Fee Date Paid: Check No.: b. OR Fee to be determined during To Be Determined: Site Plan /Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the application. I also fully understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICANT: Date: d " J SIGNATURE OF AGENT t _ �u t iY Date: Original (B &C File) Canary(Planning) Pink(Applicant) Gold (Town Clerk) ��� IIIII�Illlllq �� IIIIIIIIIIII ' , ENVIRONMENTAL DESIGN U �(� PARTNERSHIP,LLP June 26, 2009 Town of Queensbury Community Development Department (� E C E 0 �t E 742 Bay Road U "� `�""` Queensbury,NY 12804 JUL 0 u 2009 Attn: Dave Hatin, Director of Buildings&Codes TOWN OF QUEENSBURY Re: Maddocks -King Residence BUILDING & CODES 23 Sign Post Road Dear Dave: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans reviewed and approved by the Town as associated with the wastewater system application are as follows: Replacement Wastewater System for the Maddocks-King Residence 23 Sign Post Road Town of Queensbury Tax Parcel 239.16-1-14 • Sheet S-1 Existing Conditions and Proposed Wastewater System Improvements 1-12-09 • Sheet S-2 Design,Details&Notes 1-12-09 During the course of construction I was on the job site to observe key components of the system installation culminating with the `start-up' of the pump assembly and control panel system on June 18, 2009. Based on my inspection of the system start-up it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. A minor field change was made by the contractor resulting in the relocation of the rectangular pump tank (1000 gallon)to an installation directly adjacent to the septic tank. I was notified of this change prior to the tank installation. I have attached a print of the modified site plan to show the approximate `as-built' location of the pump tank. Please contact me should you require any further information. Sincerely, ennis MacElroy, PE Cc: Raymond Maddocks Brian King 900 Route 146, Clifton Park, New York 12065 phone (518) 371-7621 -fax(518)371-9540 flESIGN INFORMATION: GENERAL NOTES: E AREA- 410003 Sr OF A SURVEY M MAP INFORMATION PROVIDED BY VAN OU$EN R STMS LAND COUNTY. SURVEYORS; MAP ATEDT EO NAP OF A SURVEY MADE FOR MICHAfI BREOA TOWN OF QUEENSBURY,WARREN COUNTY. NEW YDRK. DATED'. 1 DECEMBER 10.2008. OERCIAL DEVELOPMENT MITIGA110N FOR A 50 YEAR$IORM EVENT ON ACT G- CTION C (1?800--967-61T AND RECORD FILE I.O LOCATE EXISTING T`LVERI BUMES UiLONG CONNE TO UC110NS•LOCATION DANDSELEVATION-PRIOR TO NEW YORK 2) INITIATING CONSTRUCiKW:CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOIIFY ENGINEER IWEDIATELT IF SITE CONDITIONS ARE NOT AS INDICATED. MAP REFERENCE, / •j M-1 MAP OF A SURVEY MADE FOR VIRGINIA SLEIGHT DATED NOVEMBER 11.2004 BY VAN DUSEN&STEWS O y,` 19 V DEEP BASIN W/ 1:2 SIDE SLOPES SILT FENCE 16 y QF D2 MIN VOLUME- 830 CIF 02 /P •C� SUBSURFACERdVESTIGATION: F DIG RELOCATED EXISTING SIGNPERFORMED BY JME ON 12/11108 `P. ? TEST PIT i1 12'8 PERFORATED HOPE STAND PIPE is \F f� 12'8 PERFOORATEO HOPE STAND PIPE 0 - 10- DARK TOPSOIL TOP OF STAND PIPE ELEVATION- 473J5 TB TOP OF STAND PPE ELEVATION. 473.75 10 - 23' BROWN MEDIUM SAND & SOME SILT Z (EXTEND BOTTOM Of STAND PPE 1' BELOW GRADE) / �a^.e! °. + fOc\ D2 (EXTEND SDTTOM OF STAND PIPE 4' BELOW GRADE) 23 - 72" LIGHT BROWN MEDIUM SAND W/ TRACE OF SILT �` y / 6p� --�-C' \ +! Cq, 72" BOTTOM OF HOLE / 4 8's PERFORATED HDPE CULVERT \„j (1' MN T COVER) ROOT TRACES 70 45* _"`� NO MOTTLINGEVIDENCE OR EVIDENCE OF HIGH GROUND WATER is T2'8 PERFORATEO HOPE STAND WE TEST PR ITOP2 a 75 �ETNTRANCE p I /F� Q�( / /�s��VsssQ y / 7S/ ORU,pry f \ 02 (EX OF STAND PIPE STANDELEVAT P 4'BELOW 0 - 10' DARK TOPSOIL a ` F rQ (EXTEND BOTTOM OF STAND PPE 4'BELOW GRADE) 10 - 23' BROWN MEDIUM SAND & SOME SILT 'R \f 23 - 76' LIGHT BROWN MEDIUM SAND W/ TRACE OF SILT ,��„ J h �� ~ • ` >\ \ QD 01 WATER SERVICE 25 41 76" BOTTOM OF HOLE 8 8 PERFORATED WS a/ Q 474,1 j C� Cps WATER SERVICE VALVE No MOTTLING OR EVIDENCE OF HIGH GROUND WATER 0'' MIN COVER) 4 a TEST PIT /3 L:2 IN W/A DEEP P BASIN 1 SIDE SLOPES 0 - ID° DARK TOPSOIL a A \ Tao p2 MIN VOLUME- 290 CF 10 - 24" BROWN AIEOAJM SAND & SOME SILT 12'9 PERFORATED HOPE STAND PIPE / AI yj� Q Q 24 - 68" LIGHT BROWN MEDIUM SAND W/TRACE OF SILT TOP OF STAND PIPE ELEVATION- 473.75 (EXTEND BOTTOM OF -�`\ • • C 68" BOTTOM OF HOLE STAND PPE 4'BELOW CRAOE) D2 � Q M7� �I � jO CD'\ 5•WIDE SLOE WALK CA MOTTLING OR EVIDENCE OF HIGH GROUND WATER ei / \ 4� 10 (SLOPE AWAY rROM SUILONG asjj / AJ- ( *"?I(. - _ ,A'i i ��' �, Rk INTO PARKING AREA) TEST PIT I4 a c Dts� \A+ 61 0 - 10' DARK TOPSOIL (SOME TRASH) {PROVIDE 8'REVEAL/STEP 10 - 22' BROWN MEDIUM SAND & SOME SILT 4 / ! _ Ar \ ALONG PARKING AREA F 24' t S/ \�A; 22 _ 74 LIGHT BROW 74" BOTTOM OIUI.1 SAND W/ TRACE OF SILT wo, 12 , PARKING AREA CONSTRUCTION I 474,1 NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER b b *rd4t Y I Allhfly * } i a � 474. ^4 PERCOLATION TEST It w DISTURBANCE AREA- 410003 SF ¢$ p yD� �� �T 4 TEST DEPTH. 24' N� / 1 ham' ti / +''Yr'`.f 4s,3 7'F ♦ 1: TEST ¢: 8' V 20 SO L: BROWN MEDIUM SAND W/ SOME SILT SHALLOW SWTALE STABILIZED PERCOLATION RATE OF 0 MINUTES 26 SECONDS- 1 DEEP BASIN IN/ 1:2 SIDE SLOPES 19 \ 4 g� a , MIN VOLUME. 525 CF 02 / s f V PFRCOyl1T10N TEST 02 TEST DEPTH: 12" a PROVIDE HANDICAP SDEWLk RAMP HANDICAPI 15 W 1:A SLOPE "` 3 F t r" U ♦ �FJ/ TEST 0-, 8' VI \ \ tR�.1 -, . SOIL' BROWN MEDIUM SAND W/ SOME SILT k PER ADA REDIRREMEN[S 0$ :/ Dt s; a DAYCARE I: J 1 / STABILIZED PERCOLATION RATE OF 2 MINUTES 17 SECONDS, 'EST a,v �` DUMPSFER AREA *, Xti 4�4 ,` I / / 2' WIDE WEAR 0 2.5'i TEST DEPTH: 24" m W/PRIVACY FENCE AROUND CONTAINER m fy Ij. y +? / / , d/ BELOW SASH TOP SOIL:BROWN MEDIUM SAND W/ SOUE SILT 5'WIDE SCE WALK PT 1 r_1� ,..`• _ .. / W STABILIZED PERCOLATION RATE OF 0 MINUTES 30 SECONDS. (SLOPE AWAY FROM BUILDING 10 k INTO PARKING AREA) pt o (PROVIDE 6'REVEAL/STEP �'�"=- :'? $q.T FENCE ALONG PARKNID AREA z�" -?... ?�" ~ A,h 02 EXISTM RELOCATED SIGN c / 1. LOCATION IF Is INSTALLED 21 / / 12 (O LET VOLUME- 5YS CF SLOPES NETCONSTRUCTION IS WSTALLEO v � h !/ d � (OUTLET ROOF DRAMS INTO BJR91N) ASPHALT PLAY AREA ` 'G / C1 v WASTEWATER SYSTEM 7 - " \ +. v / 8480 SF SIN SINGLE STORY 'WORLD CLASS KIDS'DAYCARE C4 %L,\ p ` u° S ��� BUILDING (SEE ARCHITECTURAL PLANS) PO-1 D `/ o MANHOLE _ I{{ ..)!2 h SO / v e RIM=471.28 - f� d ,,R SPRNKLEF ONL 0AWINGS STAMPED BY JARRE7"f i+tjleA'e/s.PLLC RIM--1407L4.224q ` T WITH A RED ISSUED FOR CONSTRUCTION'STAMP ARE TO BE CONSIDEFTED LEGAL.TRUE 8 VALID CONSTRUCTION,OOCJMENTS O�LF _ +I� ' SUBMTTED FOR SITE PLAN REVIEW , 4LANDS t, 0_- o5ro7/09 ® SHEET su o WHTTEMORE E.A_. ITTED'on Im v, 4 _ \ 0 / A THIS SHEET aLk tTTE c f - # ISSUED i REVISIONS E d� B SITE PAN C1Ps✓ PROPOSED SOMSN t -. m PROPOSED'WORLD _ CLASS KIDS DAYCARE MANOR DRIVE B,FARR LANE u OUEENSBURY,NEW YORK a 2 SITE PLAN JARRETT Engineers, PLLC o SCALE: SEE GRAPHIC SCALE moo, GRAPHIC SCALE TT Civil8l Erlalronmenu4l Engineering u 20 0 10 20 40 g0 7509 12 EAST WASHINGTON STRFFY PHONE:(5181 792.2907 IL COPYRIGHT"..TOOB GLENS FALLS N.Y. FAX:(518)798.1%A 0 MAY 2009 PRO Y O&056 SHEET:2 OF 7 8A%SHEFT.22.34 PLO:7EO.REWE0.10SG74613,W P1, _J r..•Ae.eu..«Ct•...hu 4 A It 00 HAPPY Family L A KE O ,� /-� O H � 1 s5yN1' islands 2,- �'- C W '. •.A `+tee GEO [� GE GEO � GE H ;. R)", z O � SITE •N 37�J� J„i1 / a V i '�•• Z i s; ` -�4`l s °w '• .w.; _ - _ _ U (..) ccu CJ �D J ? Dark �r� '� �s .a. -$-� g + RFCO I y'' > ) coc, wr > s B.I.P.F. BrP I s}f - - ! 8 y ff .f.' P .r MqA 'S'O N F. I C� v 1 1�1 Hw�yy y 3 ' F 1 f} "y t w` co cn cn W "�'b, a oA - i.' - w'+s• eZ t� ; '!' K�" -xe Nco p �� I d'"" ....,, .,� > �' ®- to I I cis �- �- !� Le Liter. ' S'`. # ` •.1rJ n' -may Lu ✓ .: i T._ �y -+r. '� _-+.- I 'La Q.) +-. QJ d' Lo 4" P SDR 26 I M y c s c W N W BUILDI 1G SEWER n EXISTING SEPTIC TANK TO y + ,{ __ o ti. _ .. ,E. I v EXISTING HOUSE BE PUMPED AND REMOVED I I EXIST/NG HOUSE I �' '= ■ Q PROPOSED HEAVY DUTY SEPTIC TANK - 1000 GAL (MIN. 0 — 1rT,1 ■` -.-:-w- EXISTING (MIN.) I cC7 cn +_�- 1�'7 SEP77C (SEE DETAIL - SHEET 2) I i = SITE LOCATION MAP TANK STO,V wA41 J STONEWA STON I"1'ALL J STONEWA = I SCALE: 1" = 2,000' 338- 33 Q RED Lu 20" WHITE 340 5" RED 1 PINED 20" WHITE PINE 1 PINED I O Z W 340 PINE ,, / PINE 340 PINE {.40 �Ny Q /L .� I 3 4 - VC I � W � Li 26 1'- 4" WHITE \ v 4"KH TE O'i 342 1 -� s4 342 I �34a I I PROPOSED HEAVY DUTY PUMP TANK � �■I Q�-+ LL (n I o �` WITH DUPLEX PUMP ASSEMBLY. PUMP � /` 18" WHITE 18" WHITE ' - _ I CONTROL PANEL TO BE WITHIN HOUSE. Z � J LEGEND: / PINE Y PINE �� (SEE DETAIL — SHEET 2) r, O � co z � Z 14" \, i�344 '342 344 i4" \ i�344 I 342 Fi.I 1.'J B-I.P-F- DENOTES BENT IRON P/PE FOUND 344 iNM OAK NM OAK /' O.H.U.L. DENOTES OVERHEAD UTILITY LINES 4/1 TREE /' / 1 /TIE 4/� TREE /' �' .1 /TIE I 342 ---� DENOTES EXISTING TOPOGRAPHIC CONTOUR 346 ��3g6� PIN 346 --�346� PINES I 2" HDPE FORCE O �1 w NM DENOTES NIAGARA MOHAWK UTILITY POLE /' ,%----- — I /' MAIN SR 11 MIN. W U.P. DENOTES UTILITY POLE 348 OAK 7 344 348 O15-AK 7 '� I 344 DIA. OTES T P. DENDENOTES DIAMETER TESTIT ` 3 T - ��-7 3`�8 STONE 346 j rR / �,,34e �T n� 346 ■' Z cr a Z W v P-I.P.F. DENOTES PINCHED IRON PIPE FOUND �0 7 _ �A44 34a 3s0 7 ACC 34 w 8 p 0 NYT DENOTES NEW PORK TELEPHONE UT/CITY POLE WHITE �350 3sa wHlrE, /' 35° Sac uu PINE 7' Sy I PINE Q z52 J(v / Ep 352 7 J� /i ShFp 1 W OQ� 352 I // \ O '/ I 1 ul O O w Q 352 3s4 0 / 3s4�_ 352 J 3s4 > �/� 354 �_ 352 10' PROPERTY LINE SETBACK Z a > • J0 354 JQf / 354 p 10"OAK356 ll i 0 10 'i 356 V TREE r��j /FH�ERE�"Y ' 356 �-- 356 NOTE: co Z 3s6 358 358 6E �j I �� F TREE4 Y 58'-- VARIANCE FROM BOARD OF HEALTH N ^' O� IZ I 3 a REQUIRED FOR INSTALLATION OF w �.�[ 011 360 i I �— 3„D WASTEWATER SYSTEM COMPONENTS j WITHIN 10' PROPERTY SETBACK SOILS ANALYSIS: j 358 / 18" WHITE 362 358 / _ 18" WHITE I 362 ( ) PINE 360 / PINE 360 REFERENCE CHAPTER 136 TEST PIT DATA: ON OCTOBER 20, 2008 TEST PITS WERE / 60 / ! STONEWALL 4 360 1/I STONEWALL I O. EXCAVATED AT THE MADDOCKS—KING PROPERTY ON SIGN j I 364--� 36 // 364------ I 3641111111100 POST ROAD IN THE TOWN OF QUEENSBURY_ THE AREA / / j III } 7� SELECTED FOR INVESTIGATION IS UPGRADIANT OF THE 362 � ' `, �366 362 I �� `: i' ( '366 W Z ' °� EXISTING HOUSE WITH THE PITS EXCAVATED BY A SMALL 18 W ITE / 18'1 w ITE /( W RUBBER TIRED TRACTOR—BACKHOE OPERATED BY CHARLIE I PIE I I� PI E RETAINING WALL —I A E-i -- o TUTTLE OF NORTH QUEENSBURY. THE SOIL CONDITIONS // 364 I 366 I ~ WERE OBSERVED AND LOGGED BY DENNIS MACELROY, PE. I 16" wH/rE I/368� 3s4 11 76" WHITE 366 I I 368� _ f�-I U Z Q THE RESULTS WERE AS FOLLOWS: I PINE I PINE VEMENT I A 0 N pSPHgLT PgVEMENr f370 --------- I \ / ASPNgLT Pq �370 W �1 NYT O.H.U.L. ---- U.P. O.H.U.L. ___ /` p O O W Q TP *1 AT NORTH END OF PROPOSED FIELD AREA 4 //36a 4 /-- 372 \ 36a 372 rUl� L o� o 370/ ,�� \ 18" WHl 3'° I W V a O 0 W M O 4" ORGANIC MATERIAL, FOREST DUFF W 18" .� 374 ` 12" \ 374--(� O O 4 — 42" LOAMY FINE SAND W/ FRACTURED ROCK, INE 372 �6 \ IRE 372 \1V11 �i ^ LL ROOTS TO 20 / i / 18" WHITE TP. 36" WHIT K T-P. ' 3?6 a O mU N 1B" ' . F4F �Q ORANGISH BROWN TO BROWN 66 `� � \ 12" PINE #10 PNE 66 \ �lE i 36PIw1-uT/ o� r \�\ 3 \ \ 374 P T. MODULE BED AREA (SHADED) H O o 3 HE ocK —374 AREA OF CRUSHED STONE BED TO BE 413 (n Qi 0 tiz EE 15' WHITE 42 54" SAND W/ FRACTURED ROCK, FIRM BROWN a PINE a ' ` 1 36 \` \ T.P. 76 I 36 \\ -15P/N tTEAP. I # SF (MIN.) w `� CK mQ a NO OBSERVATION OF WATER IN P/T I o '\ #2 '3 �a o '� 376 e (4= a j T. \ I j. 3� PROPOSED WASTEWATER ABSORPTION FIELD 20" HITE f I W/ 3 PURAFLO BIOFILTRATION MODULES o PINE 15" SHAG l 0" 15" SHAG W ,y '10"��LE .\ I TREE ,)' 10"� LE .\ P 1 TREE SEE DETAILS ON SHEET S-2 TP #2 — AT SOUTH END OF PROPOSED FIELD \ 1 O — 4" ORGANIC MATERIAL, FOREST DUFF 3a° 4 — 54" LOAMY SAND W/ FRATURED ROCKS, ROOTS TO 20"+ ��6 ` �16 ORANGISH BROWN TO BROWN \`� 24" WHITE '� \ 21Z�N1`� °o,� 24" WHITE � PINE 'i �� `� PINE NO OBSER VA TION OF WATER IN Pl T \ \� 18„ WH17E C7, �QY PINE \\ \\� 78 PINE .`, G +""i11— �0 Y PERCOLA TION DA TA: PERCOLA TION RA TES OF THE TESTED SOILS PROVIDED RESULTS IN THE DESIGN RANGE OF 5 TO 10 \�� \, 1" DIA \,\ 1"DIA �`�b�`�' ra MINUTES/INCH AS PER THE DOH DESIGN HANDBOOK. TWO \ < `, P.LP.F \ P.I.P.F tt4 2 PERC TESTS WERE CONDUCTED IN THE AREA OF THE TEST I ` \ \ `r LICs PITS BY DENNIS MACELROY, PE. THE STABILIZED RATES WERE 4.5 MIN-/INCH FOR PT#7 AND 9.5 MIN./INCH FOR \ \ U PT#2. DESIGN BASED ON A 70 MIN./INCH PERC RATE WILL BE USED. 1" D/A. 1" DIA. 2 \ B-l.P.F. � W O Q. Q. O Q U e v © 2009 BY ENVIRONMENTAL DESIGN o 0 N PARTNERSHIP, LLP, ALL RIGHTS RESERVED E X S TI N G CONDITIONS PROPOSED WASTEWATER SYSTEM UNAUTHORIZED ALTERAT70N OR ADD/PON TO l� THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE O ♦ m EDUCATION LAW. SCALE: 1" = 20' SCALE: 1" = 20' w ^I a COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S J I EMBOSSED SEAL SHALL NOT BE CONSIDERED A L Li VALID TRUE COPY. I ' 6 O� U W cn _ ❑ COGO JOB ADDITIONAL EROSION CONTROL AND GRADING F/Is EP/ACEMFNT WASTEWATER SYSTEM: BASIS OF DESIGN SEPTIC TANK DESIGN(INSTALLATION NOTES BIOFILTER MODULES PRE-ENGINEERED ELEMENTS DISPOSAL FIELD DESIGN(INSTALLATION NOTES NOTES: x 0) DESIGN LAYOUT CONFIGURATION w O ROJECT DESCRIPTION: THE EXISTING WASTEWATER SYSTEM SERVING THE 1. SIZE SEPTIC TANK IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE SEWAGE HANDLING MEDIA SPECIFICATIONS 1. LOCAL AND STATE REGULATIONS AND ANY PURAFLO RELATED REGULATIONS MUST BE 1) MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN ADDOCKS-KING RESIDENCE ON SIGN POST ROAD /N THE TOWN OF O UEENSBURY IS 40+ YEARS IN AGE AND OF UNCERTAIN CONFIGURATION. AND DISPOSAL REGULATIONS. TYPICALLY, THE SEPTIC TANK SHOULD HAVE A USABLE 1. PEAT FIBER IS RESIDUE OF ERIOPHORUM (COTTON GRASS) PLANTS, CAREFULLY EXTRACTED OBSERVED. IN A SCHEMATIC MANNER BASED ON NY STATE GUIDLINES FOR O HIS PLAN PROPOSES A NEW REPLACEMENT WASTEWATER SYSTEM TO SERVE VOLUMETRIC CAPACITY EQUAL TO OR GREATER THAN TWO TIMES THE DAILY DESIGN FLOW. FROM RAISED BOG PEATS (OTHER NATURAL RESIDUES AND PEAT FINES ARE PRESENT IN SMALL EROSION AND SEDIMENT CONTROL. IT W/ti BE NECESSARY TO l HE RESIDENCE ON THE PROPERTY. IN AN EFFORT TO PROVIDE A MORE 2. AN EFFLUENT FILTER TYPICALLY A ZABEL FILTER - MODEL A300 SHOULD BE INSTALLED ON QUANTITIES) 2. THE MINIMUM VERTICAL SEPARATION DISTANCE (VSD) BETWEEN THE PAD/TRENCH BOTTOM AND ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL �■■� v ( ) THE SHWT MUST BE MAINTAINED. THE MINIMUM VSD TO ROCK OR WETNESS CONDITIONS SHALL BE DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR IGHLY TREATED EFFLUENT FOR DISCHARGE TO THE NATIVE OVERBURDEN IT THE SEPTIC TANK OUTLET PIPE TO PREVENT GREASE AND SOLIDS CARRYOVER INTO THE PUMP SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS PROPOSED TO ADD TO THE TREATMENT TRAIN A SECONDARY TREATMENT TANK. 2. MOISTURE CONTENT IS 50 - 70% 24 INCHES. (WITHIN 1,000 FT. OF LAKE GEORGE THIS SEPARATION SHALL BE 36" - LOCAL REQUIREMENT) REQUIRED TZ) PROTECT THE SITE. t� _ COMPONENT PRIOR TO EFFLUENT DISCHARGE TO THE DISPOSAL FIELD. IT IS PROPOSED TO DOSE THE SEPTIC TANK EFFLUENT TO A PURAFLO PEAT 3. MINIMUM ORGANIC CONTENT ON ANHYDROUS BASIS IS 95% 3. THE PAD MUST BE LEVEL AND AT A UNIFORM ELEVATION. THE MODULES ARE PLACED ON 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT) WITHIN W W BIOFILTER WHERE ADVANCED TREATMENT OCCURS DUE TO PHYSICAL, INSTALLATION THE PAD AND MUST BE LEVEL AND AT THE SAME ELEVATION AS EACH OTHER FOR EQUAL ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. Z CHEMICAL, AND MICROBIAL PROCESSES THAT ARE OPTIMIZED IN THE PEAT 1. SEPTIC TANKS SHOULD BE WATER-TIGHT AND CONFORM TO APPLICABLE LOCAL AND STATE 4. WATER ABSORPTION CAPACITY, 72 HOUR TEST, IS 400 - 700% DISTRIBUTION OVER THE PEAT MEDIA. THE MINIMUM EDGE DISTANCE BETWEEN MODULE AND BIOFILTER MEDIA. TREATED EFFLUENT DISPOSAL WILL OCCUR BY GRAVITY SEWAGE HANDLING AND DISPOSAL REGULATIONS. SIDEWALL IS 12 INCHES, UNLESS THE STONE IS CONTAINED BY A LINED RETAINING WALL. 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY O FROM THE PEAT MODULES TO A DISPOSAL BED ABOVE THE NATIVE 5. AVERAGE AIR FILLED POROSITY (AFP) IS 51% (PORE VOLUME 95%) GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED sox. „ 2. INSTALL SEPTIC TANK ON UNIFORMLY FIRM AND STABLE COMPACTED GROUND, CRUSHED STONE 4. MINIMUM DEPTH OF STONE IN A PAD IS 6 INCHES. DEPTH OF STONE IN TRENCHES IS 10LEANSTRAWMATERIAL. �-I OVERBURDEN SOIL. THIS ADDED TREATMENT STEP WILL PROVIDE EFFLUENT IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM. INCHES AND PERFORATED PIPE IS REQUIRED. 4) ORDERED BY ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTINGMULCHEXCELSIOR 1�1 IF QUALITY CHARACTERISTIC OF SECONDARY TREATMENT IN REDUCTIONS IN BCD 6. CATION EXCHANGE CAPACITY (CEC) = 124 MEQ/100G (E.G., � AND TSS. THIS MORE HIGHLY TREATED EFFLUENT WILL PLACE LESS BURDEN 3. A WATER-TIGHT RISER SHOULD BE INSTALLED OVER THE OUTLET TO PROVIDE ACCESS FOR BLANKET CO/R GEOTEXT/LE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH Z V ON THE SOIL TREATMENT SYSTEM /N THE PROXIMITY OF THE LAKE. FILTER MAINTENANCE, DESLUDGING ETC. 7. SURFACE AREA: 1 CUBIC METER = 20 MILLION SQUARE METERS 5. TYPICALLY THE SMALLER PAD DIMENSION (I.E., THE PAD WIDTH) SHOULD BE BETWEEN 10 AND DEMONSTRATE BILLING'OR OTHER EROSION PROCESSES. �+ 20 FEET. PADS AND TRENCHES SHOULD BE INSTALLED ON CONTOUR. ON FLAT SITES, THE N 4. ALL JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED. s) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A I--� DESIGN STANDARDS: NEW PORK STATE DEPARTMENT OF HEALTH (10NYCRR 8. HIGH PH BUFFERING CAPACITY. PAD'S LONG DIMENSION AND/OR TRENCHES SHOULD BE PERPENDICULAR TO THE HYDRAULIC RESULT OF INITIAL APPLICATION. APPENDIX 75-A) GRADIENT. LONG, NARROW PADS ARE STRONGLY RECOMMENDED, ESPECIALLY FOR FILL SYSTEMS. WASTEWATER TREATMENT STANDARDS - INDIVIDUAL 5. BACKFILL AND GRADE AROUND THE SEPTIC TANK TO PREVENT INFILTRATION OF SURFACE 6) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO O 9. HIGH TEMPERATURE BUFFERING CAPACITY W HOUSEHOLD SYSTEM. NOTE THAT THE PURAFLO BIOFILTRATION SYSTEM IS WATER. 6. ON PAD SYSTEMS ALL STONE MUST BE COVERED WITH FILTER FABRIC OR ACCEPTABLE CONTROL SOIL EROSION DURING AND AFTER CONSTRUCT/ON. ram, Tn U 1 APPROVED FOR USE IN REPLACEMENT DESIGNS BY THE NYS DEPARTMENT OF ALTERNATIVE PRIOR TO BACKFILLING FOR PAD DISPERSAL SYSTEMS. �) ALL STORM OUTFACES SHALL RECEIVE R/P RAP IMMEDIATELY UPON INSTALLATION (As PER W V`/ �� HEALTH AS STATED IN AN AUGUST 11, 2004 LETTER. BIOFILTER MODULES PLAN). 1. THE PEAT TREATMENT MEDIA IS CONTAINED IN PRE-ASSEMBLED POLYETHYLENE MODULES OR 7. CENTER TO CENTER DISTANCE BETWEEN TRENCHES SHOULD BE THREE TIMES THE TRENCH ZM PROJECTED FLOW RATE: BASED ON A THREE(3) BEDROOM COUNT AND NYS 6)CONTAINERS WITH APPROXIMATE DIMENSIONS BEING 7.08 FT. LONG BY 4.58 FT. WIDE BY 2.5 FT. WIDTH. EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:, DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES 0 110 GALLONS SLOPES. AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, w PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 330 GALLONS" PUMP STATION DESIGN/INSTALLATION NOTES TALL/DEEP. KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. 8. A MINIMUM OF 6 INCHES OF FILL MUST COVER THE STONE PAD AND/OR TRENCHES. FILL SECURE MAT TO SLOPE WITH 6'STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD. ALL FIXTURES WITHIN THE RESIDENCE HAVE BEEN CHANGED TO WATER DESIGN 2. EFFLUENT FROM THE FORCE MAIN IS DISTRIBUTED TO THE MODULES VIA A FLOW SPLITTING MUST BE SUITABLE/ WORKABLE MATERIAL (PREFERABLY NOT SAND) FREE OF LARGE OR �y W SAVING FIXTURES. NO GARBAGE DISPOSAL OR HOT TUB EXISTS WITHIN THE MANIFOLD WITH PRESSURE EQUALIZING ORIFICE PLATES. EFFLUENT IS DISTRIBUTED OVER THE 9) STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCT/ON SHALL NOT HAVE W N Q RESIDENCE. 1. DOSING IS TYPICALLY REGULATED FROM A CONTROL PANEL WITH PROGRAMMABLE TIMER, LOW DAMAGING OBJECTS. FINAL 6 INCHES OF FILL SHOULD BE SUITABLE TOPSOIL, CAPABLE OF SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT � � Z WATER CUT-OFF FLOAT SWITCH AND HIGH WATER ALARM. PEAT MEDIA BY A PRE-INSTALLED RECTANGULAR GRID WITH LARGE DIAMETER OPENINGS TO SUPPORTING VEGETATION. DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. SEPTIC TANK: THE REQUIRED CAPACITY FOR A THREE BEDROOM FLOWRATE PREVENT CLOGGING. THE EFFLUENT CHARGES THE GRID USING THE VELOCITY GENERATED BY THE `� 2. THE LOW WATER CUT-OFF SWITCH SHOULD ENSURE THAT THE PUMP REMAINS COVERED AT ORIFICE PLATES; IT IS NOT A PRESSURIZED DISTRIBUTION GRID. 9. FILL AT OR ABOVE GRADE SYSTEMS CAN BE INSTALLED WHERE PERMITTED BY THE D) VEHICULAR AS ERO POINTS SHALL E MONITORED AND INSPECTED SI THE SAME IS 1000 GALLONS. THE RECOMMENDED TANK FOR THIS SYSTEM IS A HEAVY ( ) FREQUENCY AS ERGS/ON CONTROL FEATURES To INSURE THAT DEPOSITS OF SAND, SILT OR � J DUTY 1000 GALLON PRECAST CONCRETE TANK WITH BAFFLE BY UTOPIA ALL TIMES AND IS USUALLY SET AT APPROX. 18 INCHES ABOVE THE TANK BASE. THERE REGULATIONS. THE DESIGN MUST ENSURE THAT THE EFFLUENT DOES NOT BLEED THROUGH THE OTHER M4TERIAL /S NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY ENTERPRISES OR EQUAL AND AN EFFLUENT FILTER AT THE DISCHARGE SHOULD BE STORAGE CAPACITY ABOVE THE HIGH WATER ALARM FLOAT EQUAL TO OR GREATER 3. MODULES ARE PRE-ASSEMBLED AND CAN HAVE: FILL MATERIAL CONFINING THE DRAINFIELD. SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. OUTLET. THIS CAPACITY DOES NOT INCLUDE THE USE OF A GARBAGE THAN ONE QUARTER OF THE DAILY DESIGN FLOW. THE FLOW EQUALIZATION ZONE (BETWEEN THE a) WEEP-HOLES AT THE BASE FOR DRAINAGE TO PAD (BLUE MODULE COLOR CODE) W Z (NOR NOR /S ONE ADVISED OR A HOT TUB SPA. ADDITIONAL LOW WATER CUT-OFF AND HIGH WATER ALARM FLOATS SHOULD BE APPROXIMATELY HALF THE b) NO WEEP-HOLES (SEALED UNITS) FOR PIPING TO OTHER DISPERSAL SYSTEM (WHITE MODULE 10. IN GENERAL, PAD SYSTEMS IN FILL SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 5 % EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, ) /CAPACITY WILL BE REQUIRED IF THESE COMPONENTS ARE INCLUDED IN THE DAILY FLOW TO AVOID NUISANCE ALARM ACTIVITY. A 1000 GALLON PUMP TANK IS USUALLY COLOR CODE) MAINTENANCE AND INSPECTION PRACTICES: W 0 ADEQUATE FOR A TYPICAL 3-4 BEDROOM DOMESTIC APPLICATION. c) PARTIAL WEEP-HOLES WITH PIPE ON SEALED END TO SAMPLE CHAMBER (GREEN MODULE AND TRENCH SYSTEMS IN FILL SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10% F+"1 N (jj HOUSE DESIGN. NO SYSTEM SHOULD BE INSTALLED ON SLOPES GREATER THAN 50%. 1.THE FOLLOWING IS A UST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING r . COLOR CODE) CONSTRUCTION: r EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOK MODEL PL-122 OR 3. THE DOSING RATE SHOULD BE BETWEEN 5 TO 15 GPM PER MODULE PER CYCLE. THE IT IS IMPORTANT TO SHOW WHICH MODULES ARE NEEDED FOR A PARTICULAR DESIGN. TYPE OF 11. A 30% REDUCTION IN HORIZONTAL SET-BACKS 15 FT. OR GREATER IS RECOMMENDED BY SELECTED PUMP TYPICALLY 1 2 HP SHOULD OPERATE WITHIN THIS RANGE FOR THE GIVEN ( ) A)STABILIZATION PRACTICES FOR THIS SITE INCLUDE: ■ EQUAL, SHALL BE INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC ( / ) MODULE IS DESIGNATED BY A PAINTED TRIANGLE ON THE MODULE LID. THIS SYSTEM CURVE. IT IS NECESSARY TO DEVELOP AN APPROXIMATE SYSTEM CURVE IN ORDER TO PROJECT SHALL USE TWO BLUE MODULES AND ONE GREEN SAMPLING MODULE. BORD NA M6NA. -LAND CLEARING SFAS SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND TANK. SHALL PROGRESS AS AS EA RTHWORK IS NEEDED DETERMINE THE ANTICIPATED DOSING RATE. A DRAW DOWN TEST SHOULD BE DONE IN THE FIELD -FREQUENT WATERING OF EXCAVATION AND FILL AREAS To MINIMIZE WIND EROSION DURING CONSTRUCTION. f' EFFLUENT PUMP PIT AND PUMP ASSEMBLY: SEPTIC TANK EFFLUENT SHALL TO VERIFY THE EXPECTED PUMP PERFORMANCE. -USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL V SAMPLE CHAMBER SITE PREPARATION & INSTALLATION & SITE RESTORATION SLOPES 1V:3H OR GREATER. FLOW TO AN HDPE PUMP PIT TANK, BY FRALO PLASTECH OR EQUAL, -PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING W 4. THE DOSING VOLUME SHOULD BE APPROXIMATELY 5 TO 15 GALLONS PER MODULE PER CYCLE. 1. ALL CONSTRUCTION METHODS MUST CONFORM TO LOCAL AND STATE SEWAGE HANDLING AND HOUSING A PUMP ASSEMBLY AND CONTROLS FOR TIMED DOSING OF THE 1. GREEN MODULE(S) ADJACENT TO A SAMPLE CHAMBER HAVE HALF OF THEIR EFFLUENT PIPED T P R F NTERVA A MP TECHNIQUE DISPOSAL REGULATIONS. . � FOR EXALE, 2 HOUR DOSING IL O A 360 GD THREE MODULE SYSEM WOULD EFFLUENT. PRECAST CONCRETE IS AN ACCEPTABLE OPTION AS PUMP TANK FROM ONE END OF THE BASE OF THE MODULE THROUGH THE SAMPLE CHAMBER; THEREFORE, � X Z issis RESULT IN 12 DOSES AT 30 GALLONS PER DOSE. THIS EQUATES TO 10 GALLONS PER MODULE B)STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: rr�y" i T MATERIAL (1000 GALLON MIN.). THE EFFLUENT PUMPS SHALL BE BY THERE ARE NO WEEP HOLES ON THE END OF THE MODULE FEEDING THE SAMPLE CHAMBER. THE 2. HAND CLEAR WOODED SITES. AVOID HAVING TREES OF 6 INCH DIAMETER OR GREATER WITHIN - PERIMETER PROTECTION USING SILT FENCES L i PER DOSE. ` - CHAMBER ESSENTIALLY PR VIDES ACCESS TO THE SAMPLE PIP FOR PERFORMANCE TESTING H HYDROMATIC MODEL SHEF50 OR EQUAL, CAPABLE OF 15 GPM AT A TDH OF 0 ESTHE DRAINFIELD AREA; GRIND OUT WHEN UNAVOIDABLE. - INLET PROTECTION AND ounfT PROTECTION uslNc SILT FENcI=_s � /1 55 FEET. THE CONTROL PANEL WITH AUDIBLE ALARM AND REMOTE LIGHT PURPOSES. ANY UNCOLLECTED EFFLUENT EXITS THE SAMPLE CHAMBER THROUGH HOLES IN THE -STORM SEWER, CURBS AND GUTTERS '^ U 5. IF THE FORCE MAIN IS SET UP TO DRAIN BACK, THE DRAIN BACK VOLUME SHOULD BE -STABILIZED CONSTRUCTION EXIT POINTS V1 ( �/\ Q SHALL L LOCATED WITHIN MECHANICAL SPACE OF THE HOUSE. THE PUMP FACTORED INTO THE DOSING CALCULATIONS. BASE OR SIDE OF THE SAMPLE CHAMBER. 3. CONTRACTOR MUST PROVIDE FOR ADEQUATE ACCESS FOR CORRECT INSTALLATION. -STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) U) CONTROLS SHALL INCLUDE A TIMED DOSE (APPROXIMATELY 2 HOURS PER CYCLE) WHICH DELIVERS A DOSING VOLUME OF APPROXIMATELY 10 GALLONS 6. IN SOME CASES, DOSING ON DEMAND IS ACCEPTABLE, USING A ONE OR TWO FLOAT SYSTEM. DISTRIBUTION TO DRAINFIELD 4. MACHINERY MUST NOT TRAVERSE THE DRAINFIELD AREA AND SHOULD NEVER TRAVERSE AN 2.THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT PER MODULE 3 PER DOSE. FINAL PUMP CONTROL SETTINGS WILL BE 1. WHEN A PAD IS USED AND THE MODULES ARE PLACED ON TOP OF THE STONE PAD, THE EXPOSED EXCAVATED DRAINFIELD AREA. CONTROLS AND STABILIZATION MEASURES: O V' ( ) THE DRAW DOWN SHOULD EQUATE TO APPROXIMATELY 5 TO 15 GALLONS PER MODULE PER / A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND WITHIN 24 HOURS FOLLOWING A V ESTABLISHED IN THE FIELD BY THE ENGINEER DURING THE SYSTEM TESTING CYCLE. TREATED EFFLUENT EXITS THE MODULES VIA NUMEROUS WEEP HOLES AROUND THE BASE RAINFALL EVENT OF 0.5 INCHES OR GREATER. rI Q Z W AND START-UP PHASE. REFER TO THE MANUFACTURER'S DESIGN NOTES - PERIMETER OF THE (BLUE AND GREEN) MODULES. WHEN A REMOTE DRAINFIELD IS USED, SUCH 5. AVOID INSTALLATION UNDER WET SITE CONDITIONS. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, I li SHEET 2. 7. BUOYANCY CALCULATIONS SHOULD BE PERFORMED WHEN NECESSARY. AS TRENCHES ON CONTOUR, THE (WHITE) MODULES ARE SEALED (NO WEEP HOLES) AND THE THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. O EFFLUENT EXITS EACH MODULE VIA TWO GRAVITY DRAIN LINES. THE EFFLUENT IS THEN PIPED 6. DO NOT SMEAR PAD TRENCH BASE OR SIDEWALL DURING EXCAVATION. c) BUILT SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED Q / ONE-THHIRD THE HEIGHT OF THE FENCE. L ENHANCED TREATMENT SYSTEM: A BIOF/LTRAT/ON SYSTEM CONSISTING OF AND DISTRIBUTED TO THE REMOTE DRAINFIELD UNDER GRAVITY (WITH IN-LINE SAMPLE CHAMBER) D) SILT FENCES/STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT.TEARS, ETC.,TO SEE IF � I r MODULES CONTAINING BIOFIBEROUS PEAT BY PURAFLO WASTEWATER INSTALLATION OR BY MEANS OF A PRESSURE ASSISTED SYSTEM. 7. SEED AND STRAW BACKFILLED AREAS AND PROVIDE EROSION PROTECTION FOR BACKFILLED THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS,AND TO SEE THAT THE FENCE POSTS ARE Ess-4 LL TREATMENT SYSTEMS SHALL FOLLOW THE EFFLUENT PUMP ASSEMBLY. EACH 1. PUMP TANKS SHOULD BE WATER-TIGHT AND CONFORM TO APPLICABLE LOCAL AND STATE AREAS IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND MAINTAIN UNTIL PERMANENT SECURELY IN THE GROUND. E) THE SEDIMENT BASIN, IF PRESENT,WILL BE INSPECTED FOR DEPTH OF SEDIMENT,AND BUILT UP MODULE HAS A DESIGN CAPACITY OF 150 GALLONS DAY. THE DESIGN FLOW PROTECTION VEGETATION IS ESTABLISHED. SOD WHERE SPECIFIED. SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY./ SEWAGE HANDLING AND DISPOSAL REGULATIONS. / M J FROM THREE BEDROOMS WILL REQUIRE THREE MODULES. THE MODULES F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR W � ♦ SHALL RECEIVE THE TIMED DOSED EFFLUENT AND FOLLOWING FILTRATION 2. INSTALL PUMP TANK ON UNIFORMLY FIRM AND STABLE COMPACTED GROUND, CRUSHED STONE 8. BACKFILL SHOULD BE GRADED TO PREVENT INFILTRATION OF SURFACE WATER AND PROVIDE BARE SPOTS, WASHOUTS.AND HEALTHY GROWTH. O V IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM. POSITIVE DRAINAGE AWAY FROM THE DRAINFIELD AREA. G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT v THROUGH THE PEAT WILL DISPERSE IT DIRECTLY TO THE DISPOSAL AREA FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. Z Q BELOW THROUGH THE MANUFACTURED WEEP HOLES. A SAMPLING CHAMBER H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS O /I� Z co iiiij SHALL BE PROVIDED IN ONE OF THE MODULES. 3. A WATER-TIGHT RISER SHOULD BE INSTALLED OVER THE PUMP/FLOAT ASSEMBLY FOR WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES. AND FILLING W r, I / ACCESS MAINTENANCE. OUT INSPECTION AND MAINTENANCE REPORTS. F'-I DISPOSAL PAD, TREATED EFFLUENT FROM THE MODULES WILL BE 1) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE r:1 r, APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT.THEY WILL BE TRAINED IN ALL THE Fil DISPERSED FROM WEEP HOLES IN THE MODULES TO AN 8" THICK CLEAN 4. BACKFILL AND GRADE AROUND PUMP TANK TO PREVENT INFILTRATION OF SURFACE WATER. INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT W r CRUSHED STONE PAD. THE STONE MATERIAL SHALL BE A CLEAN BROKEN CONTROLS THAT ARE USED ONSRE IN GOOD WORKING ORDER.THEY WILL ALSO BE TRAINED IN THE a STONE IN THE 3/4n TO lO SIZE. THE PAD STONE SHALL BE COVERED WITH COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY,AND THE FILING OF THE INSPECTION FORMS. 5. ELECTRICAL WIRING SHALL BE INSTALLED UNDER DIRECT SUPERVISION OF A LICENSED DOCUMENTATION of THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. W A FILTER FABRIC PRIOR TO BACKFILLING. THE PAD SIZE SHALL BE BASED ELECTRICAL CONTRACTOR, ACCORDING TO NEC AND STATE AND LOCAL ELECTRICAL CODES, AS J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL W O 1.._ Z ON AN APPLICATION RATE OF 0.8 GALLON PER DAY OR 413 SQUARE FEET. APPLICABLE- FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. U r - THE MODULES SHALL BE POSITIONED WITHIN THE PAD AREA AS DETAILED - K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY O NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW W REFER TO SHEET S-1. THE PAD AREA AS SHOWN IS APPROXIMATELY 34' X 6. ALL JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED. UP WITH PA WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. 13' (425 SF). THE TREATED EFFLUENT WILL DISPERSE THROUGH THE STONE ____________ �n _ TO THE FILL SOILS AND NATIVE OVERBURDEN BELOW. THE AREA ABOVE THE - r T LU LU DISPOSAL PAD AREA SHALL BE RETAINED BY A STONE/CONCRETE GRAVITY i I TANK FRAMES AND COVERS TO I SEQUENCE OF CONSTRUCTION ACTIVITIES: w I� W WALL SYSTEM INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS BE HEAVY DUTY PLASTIC F� REQUIREMENTS. THE BACKFILL MATERIAL USED TO SURROUND THE MODULES FRAME AND COVER ASSEMBLY ,_ _ I A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. ce) ►� �) O SHALL BE A SUITABLE SOIL MATERIAL (SANDY LOAM) WITH A TOP COURSE l /// \\\ BY POLYOK OR EQUAL l // / B) INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS N (� OF ORGANIC MATERIAL TO SUPPORT A SHALLOW ROOTED GROUND COVER. __ ___ _ ___ _ I I-r-�-\ _ J _ \ SHOWN AND OTHER LOCATIONS AS NECESSARY TO STABILIZE THE SITE. W ^' O L W THE MODULE COVERS WITH THEIR VENT HOLES SHALL BE LEFT EXPOSED TO i T' I - _- - - vK C-` Uj PROVIDE FOR REQUIRED AIR TRANSFER TO THE BIOFILTER MATERIAL. l \ / I I \ / \ \` FI I G) BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. I I I I D) FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WASTEWATER SYSTEM MAINTENANCE L_______________________- I WIND EROSION. RECOMMENDA T70NS L----------------- -J E) COMMENCE SITE GRADING AND CONSTRUCTION. F) DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE } MAINTENANCE OF THE ONSITE WASTEWATER SYSTEM m Q WILL INVOLVE BASIC UNDERSTANDING OF THE SYSTEM THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. COMPONENTS AND REGULAR INSPECTION OF THOSE PURAFLO MODULE 12 in G) INSTALL PROTECTIVE SILT FENCES/BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, W COMPONENTS BY THE OWNER OR HIS CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. REPRESENTATIVE THE DESIGN ENGINEER WILL UPGRADIANT FILTER FABRIC H) FINALIZE PAVEMENT SUBGRADE PREPARATION. � W o PROVIDE THE OWNER WITH EDUCATIONAL INFORMATION DIVERSION SWALE 04 1-- REGARDING 1 THE OPERATION AND MAINTENANCE OF Disconnect IT l) CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER ~ Q M THE WASTEWATER SYSTEM UPON THE FINAL 8 CRUSHED STONE BED Control Panel - - MANHOLES E INSTALLATION OF THE SYSTEM. THE PROPOSED Ball Valve Ti Pro E PLAN IL FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON followed by ° I I AS SHOWN ON THE PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED I / g TEMPORARILY 1 � W N Timer & Alarm THE PLANS. It- ONSITE WASTEWATER SYSTEM CONSISTS OF THE Water-tight Riser w/Lid to be r, FOLLOWING: installed inside J) REMOVE SILT FENCES/ STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN W^ O g • PRE-CAST CONCRETE SEPTIC TANK WITH RETAINING residence Sl I EM t Flt 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. 1-I Q EFFLUENT FILTER WALL SYSTEM `I I ven I er N • PUMP TANK WITH DUPLEX PUMP ASSEMBLY V NT TANK p t I Conduit NSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT.E �I I K) • DUPLEX PUMP CONTROLS WITH 'TIMED DOSE' •- STACK ec ncaCARRY OUT FINAL GRADING AND SEEDING AND PLANTING TO DISCHARGE I I Tk SEm'I1 Q� ' - Moin M) REMOVE SILT FENCING/STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND Tk • PEAT FIBER BIOFILTRATION TREATMENT UNITS Gravity Minimum 1/4 EXPOSED SURFACES ARE STABILIZED HOPE Force � � ^ (to PurofJo Peat l l U- M W O • GRAVEL PAD ABSORPTION FIELD Day Storage B/ofilte ) N Inlet Check W 0 U BASIC MAINTENANCE WILL INVOLVE ANNUAL from (above High Valve rs i N) REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PR/OR TO PAVEMENT CONSTRUCTION IN pZ INSPECTION OF THE SEPTIC TANK WITH PUMPING ST Water Alarm (w/Antislp n "'_ .: Q •-;,_.--+ <'�:.�.::,=-''I"', THESE AREAS (THESE AREAS ARE TO BE PAVED LAST). ll RECOMMENDED ON A 3 TO 5 YEAR BASIS. THE ------------�� �L re d EFFLUENT FILTER SHOULD BE INSPECTED EXCAVATION FILL SAND Alam/Override Le ) r n J� SEMI-ANNUALLY AND WASHED DOWN AS NEEDED. Flow Equalization Zone(Min.Vol.=1/2 Design Flow) Dole-bock V ' LU �2 Low-water Cut-off Level � 03 UNDER NORMAL CONDITIONS THE PUMP ASSEMBLY (for cold SHOULD BE INSPECTED ANNUALLY WITH REGULAR climates &' (dimensions,construction and installation should b v Vent Hole applicable local and state regulations)MONITORING OF THE PUMP OPERATION THROUGH THE ABSORPTION BED SECTIONAL VIEW A- A' seasonal conform to a W CONTROL PANEL DATA DISPLAY. BASED ON Pump applications) Q MANUFACTURERS GUIDELINES THE PEAT FIBER Rope W MODULES SHOULD BE VISUALLY INSPECTED ON AN (raised on ANNUAL BASIS. SCALE: 1" = 5F block) Y THE OWNER WILL BE PROVIDED WI MANUFACTURER'S TYPICAL SEPTIC TANK DETAIL Q RECOMMENDED GUIDELINES FOR MAINTENANCE OF THE dimensions, construction and installation should SYSTEM COMPONENTS AND AN INFORMATIONAL ( wovEN WRE FENCE(MIN_ 14 1/2 GAUGE. U conform to applicable local and state regulations) // MAX.6-MESH SPACII G) p PACKET ON THE 'DO'S AND DON'T'S' REGARDING THE 10'MAX.CENTER TO CENTER / 3-6 MIN.FENCE POSTS y �� OPERATION OF A SEPTIC SYSTEM. NOT TO SCALE PTANK TO BE 1000 RECAST CONCRETE GALLON OR/YEW MIN. 16-INTO GROUND. C) OY zl TYPICAL PUMP TANK DETAIL = __ _ _ _ ____-__ Al�� ? � ' W O o Z xr.V FILL SYSTEM INSTALLATIONCL 0 NOT TO SCALE t`. _ .,�... 1. WHEN PLACING FILL ON TOP OF EXISTING GRADE, L- r __ ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS AND NOTES: - 1,l_ -- OTHER PLANT FORMS, SHALL BE REMOVED PRIOR �) �Q TO THE PLACEMENT OF THE FILL AND THE NATURAL Q 2 SOIL PLOWED OR SCARIFIED. 1. PUMP ASSEMBLY TO BE A DUPLEX SYSTEM. 1_ �S�1I Sw�LICE W� PERSPECTIVE VIEW z 2. THE SOIL USED FOR FILL SHALL BE W WELL-GRADED LOAMY SAND OR WELL- GRADED 2. VENT PUMP TANK BACK TO HOUSE STACK. LOAMY SANDY GRAVELS AND SHOULD CONTAIN A MODULE GRID J MINIMUM OF 7�) OF SILTS OR CLAYS CONTAINING PT INLET ELEV=3T5.0s n NO ORGANIC DEBRIS TWELVE PERCENT (12 OR NO ELEV=333.0t W SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER, AND THE FILL SHALL BE ALLOWED TO ST OUTLET 36•MIN. FENCE POST � STABILIZE NATURALLY FOR A LEAST SIXTY (60) ST INLET WOVEN WIRE FENCE((14,/2 GA.MIN_MAX. W DAYS. THE PERC RATE OF THE FILL SOILS SHALL ELEV=334.0± 6-MESH SPACING)W H FILTER CLOTH OVER It BE IN THE RANGE OF 3 TO 10 MINUTES PER INCH Backfill and lightly compact cover material(not sand) - 3 FOLLOWING PLACEMENT. IN-PLACE TESTING SHALL Puraflo modules sit on level gravel pad Grade(3:1)for positive drainage and cap with topsoil - zo MIN. BE CONDUCTED BY THE ENGINEER PRIOR TO of clean broken stone(3/4-1 inch dia.) Seed and straw for erosion control/protection _ � ACCEPTANCE OF THE FILL MATERIAL. Cover with fitter fabric before backfilling ll IJ J. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE Plan View 4 _ ll Flaw UNDISTIR6ED GRADE T 400nm II EMBED FILTER CLOTH L3U A MINIMUM OF TWO (2) FEET BETWEEN ANY 7, _ o _ TRENCH BOTTOM AND MAXIMUM SEASONAL O 0/ II MIN. 6'INTO GROUND 6 MIN. V 275Or1m (�`J��, GROUNDWATER, IMPERVIOUS MATERIAL OR o SECTION S� _ _ II BEDROCK. THIS SEPARATION MUST BE THREE (3) O II o FEET WITHIN ONE THOUSAND (1,000) FEET OF LAKE • 0� 30 BLEND TO II CONSTRUCTION NOTES FOR FABRICATED SILT FENCE GEORGE. - 6 O - EXISTING GRADE I-n=a+.,I wow wRE ru c ro eE cAsmun secu6ELr o ry cE rosTs POSTS: s a Taw u Ll 4. ONLY ABSORPTION FIELDS SHALL BE USED AS 765 FENCE T oc oR HAaaWoao THE LEACHING FACILITY IN FILL SYSTEMS. 8"MIN. o ;` 4> `='`' o ..>. z nirm ecoTN ro ecTCAslerao segine�r To wow"w"E Q rwce M,H,ws svACEs ewer a• r Tov AND u o SECTION. ap ` 1 oo�r"v+c Q ....:\.,.� a wHo",wo slxnor"s ae nLTae a.om Ao.aIN EAu"ohm, 5. A CHANNEL OR DIVERSION SYSTEM SHALL BE �� aw aim er 9%INS Aw / •.M�w,wAN¢sll u es pmcornca As N®m AHD MAnX" FILTER CLOTH: ruroe X, PLACED ABOUT THE FILL SYSTEM IN THE 4 - 1 LOW WATER EL. "aO�a " B6L� °ESOP" `sLT srA■u p UP-SLOPE DIRECTION AND OF SUFFICIENT LENGTH ioi aRim M Eo RS N PREFABRICATED UNIT:¢acne. Threaded Seogd 328.Ot TO DIVERT SURFACE AND SHEET WATER RUNOFF Inserts Elevational View Mahout ore End VIEW AROUND THE FILL SYSTEM- without FILL SAND AS Eaw- �e"c�.as Aeeea.,n ° U Weep-holes 6. THE TOP OF FILL OVER THE LEACHING FACIL/TY REQUIRED,2'f ° I . I N � SHALL BE CROWNED OR SLOPED TO ALLOW W Z ` u NATURAL SURFACE RUNOFF AND SHALL BE SEEDED. ASSEMBLED MODULE DETAIL PURAFL0 SECTIONAL VIEW PURAFLO SECTIONAL VIEW SILT FENCE DETAIL J o 7. SIDE SLOPES OF FILL SHALL BE GRADED TO A NOT TO SCALE SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON NOT TO SCALE NOT TO SCALE NOT TO SCALE Z W THREE (3) HORIZONTAL EXCEPT WHERE RETAINING W WALLS ARE USED. I I v V/ � Q V) i. f °• i OO kq/Islantts Happy family - E w lu LAKEO O /OOO OOOOOO 000000E z �, E .• k}� O sK3 �. z SITE ', -� Q z la r Dark •� =ti Ff1E1' i - W •+� Bd 1 t.•. ` '1� $` ,s '' '+•`-"`' �... B.I.P.F. B.1.P.F N j �,ti�,., -. t�'i Z co` a 4" PVC SDR 26 BUILDING SEWER I r NOTE: TO 4 BUILDING SEWER EXTENDS � EAST END WITHIN THE TANK. I I W J �y \ I DISCHARGE WITH EFFLUENT FILTER IS ON THE WEST END UNDER I •�I Z �~ s ` ti � N ACCESS COVER. 0 N W tTIC TANK - � EXISTING HOUSE PUMPED TINEXISGANDPREMOVED I I EX/SrNG yoUSE uj HEAVY DUTY PUMP TANK EXISTING (1000 GALLON) W/ DUPLEX o W Z > w V sEPnc PUMP ASSEMBLY TANK I SITE LOCATION MAP SroN I'i'gCL J STONEWA � I SI- q J STONEWq - SCALE: 1" = 2,000' 338 W a RED ' 20'" WHITE �340 5" RED 1 PINED R 20 P/NE'rE + PINE 1 PINE D ' r I Q Z Lu w 340 PINE PINE 340 w LL� tii FCpRO , r �j Lr� + / O 4'" WHITE '9i0 RFicN�R `" WHITE 342 I 34 F�N� S 342 I o' _ 342 1000 GALLON SEPTIC TANK W/ (n I 2�-\ F �F'9 A I \ I EFFLUENT FILTER AT DISCHARGE Hj ' 1 r/1 � � J Q LEGENDi 18" WHITE ti� F,Q 18+" WHITE ` 1LI V V L m PINE 'PINE B.I.P.F. DENOTES BENT IRON PIPE FOUND 344 1A 344 342 O Z co Z J 14'" ��_� I 3¢2 F-1 OAK /� / 344 NMII OAK / O n, O.H.U.L. DENOTES OVERHEAD UTILITY LINES 4�1 TREE /' 1 /TE 4/1 TREE / + ' / ���14///7E 1""1 W (iQ 342 — _ DENOTES EXISTING TOPOGRAPHIC CONTOUR 34s ��34e /------% PINES 34s PIN f l V NM DENOTES NIAGARA MOHAWK UTILITY POLE W U.P. DENOTES UTILITY POLE 348 A / / 344 J r-1 T.P. DENOTES TEST PIT ) OAK /' 348 115" / /, 3q4 � /tea 11r1 3 TR / 7-348 -NF 346 RAIC/ / /_34B_ STON I 3a6 r'1 4.Y Z W 0 DIA. DENOTES DIAMETER yA/< 3 + i < 3 P.I.P.F. DENOTES PINCHED IRON PIPE FOUND 13'E 4 35o / ,/ �A� 42" FORCE MAIN TO HEADER PIPE r� wy ONYT DENOTES NEW YORK TELEPHONE UTILITY POLE H/TE �350 3s0 " WHITE �350 + 3s0 Q v�l w /�/ UJ PINE /' ' / S/yF� ; 352 E /I \J� / +� SNep I O Y� O W 352 O� 352 i I OQ 352+ V t ^ W v / 3s4 352 / 35�—___ I 352 10' PROPERTY LINE SETBACK Z > �J 354 00 / --�-�_'� 354 �. 354 / --� I 354 co /� ol To"OAK r J per-_'—'356- � 356 10"OAK �{ ' J p=�-356y _ 356 NOTE: W t 0 ►^I Z 0 V TREE `�' f HERRY 358 TREE 'j I 'F HERRY + I 358 VARIANCE FROM BOARD OF HEALTH ^'�/ W 356 / TREE -358 ass I t THEE ,� I REQUIRED FOR INSTALLATION OF CQ / 360 / 360 WASTEWATER SYSTEM COMPONENTS WITHIN 10' PROPERTY SETBACK 358 / / I SOILS ANAL PSIS: / 18" WHITE 362 35g (REFERENCE CHAPTER 136) PINE 360 18"' WHITE 362 TEST PIT DATA: ON OCTOBER 20, 2008 TEST PITS WERE 3so l I STONEWALL , i PINE 360 / I I _:360 + STONEWALL .��' EXCAVATED AT THE MADDOCKS—KING PROPERTY ON SIGN / 364-ter- 364 / 364 --.___ I 3D4 POST ROAD /N THE TOWN OF QUEENSBURY. THE AREA 3s2 I "1\\� I + SELECTED FOR INVESTIGATION !S UPGRADIANT OF THE /366 3s2 I LLl m a EXISTING HOUSE WITH THE PITS EXCAVATED BY A SMALL � 1B" w lrE � + I ,366 W RUBBER TIRED TRACTOR—BACKHOE OPERATED BY CHARLIE PIE ' i 18'f ErE +++ RETAINING WALL ___I w TUTTLE OF NORTH QUEENSBURY. THE SOIL CONDITIONS / WERE OBSERVED AND LOGGED BY DENNIS MACELROY, PE. 364 16" WHITE 366 I/368 364 16" WHITE - I I 36s Z PINE T I PINE THE RESULTS WERE AS FOLLOWS: / ---- I ASPHALT P"IEMEN �370 I \\ ASPHALT+PAVEMENT —370 f"_ (� W NYT O.H.U.L. ---- U.P. ---- O.H.U.L. _ P I ^ TP 1 AT NORTH END OF PROPOSED FIELD AREA 4 / 4 37z �f \ ---- + 36a 4 372 1 w ✓ o 366 0 — 4" ORGANIC MATERIAL, FOREST DUFF 16 \ 18" wHl 370 F 370 � 374 12" + 374 W � Qj 0 � o v 18" 4 — 42" LOAMY FINE SAND W/ FRACTURED ROCK, _ INE 372 6. rnE K 6 W Q; `Q ROOTS TO 20 18" 372 —�` " / 18" WHITE T.P. 36" WHIT 18" I T.P. 36" WHI 3� L k o � 72•. PINE ,y1 P/NEO 3 WHIT ' PINE rF MODULE BED AREA SHADED Cam-' ORANGISH BROWN TO BROWN 366 HE ocx 374 � /-� \ 66 Ai E m o `\ \ EE 15" WNl7E \ 42 — 54" SAND W/ FRACTURED ROCK, FIRM BROWN 36a PINE 6S I \ I # O _ N \ 3i4 P.T. AREA OF CRUSHED STONE BED c J 1 J \ 3 �' \ 15" 1TE�P.r. 1 (413 SF MIN.) T.P. PIMi /2 2 NO OBSERVATION OF WATER IN PIT 0 376 a 376 arz �\ `3 #2/�\ WASTEWATER ABSORPTION FIELD W/ 3 � ZO H/TE \ / 0" 15 SHAG PURAFLO BIOFILTRATION MODULES rl, PINE 15" SHAG '1�'10"�h/APLE WHITE I TREE '1 10"'�H(APLE I TREE nj � TREfi TREE PINE\ TP #2 — AT SOUTH END OF PROPOSED FIELD \ I \ \ I o 0 — 4" ORGANIC MATERIAL, FOREST DUFF so 6 \ \ 3 1 6\\ \\\ 3a0 �I W 4 — 54" LOAMY SAND W/ FRATURED ROCKS, ROOTS TO 20"+ �� `. ORANGISH BROWN TO BROWN \,� 24" WHITE �� `� PINE till \ \.� 24 PIWHITE / U� NO OBSER VA TION OF WATER IN PIT \ 18" WHITE \ \ 18" WHITE O � � PINE � � PINE O J PERCOLATION DATA: PERCOLATION RATES OF THE TESTED SOILS PROVIDED RESULTS IN THE DESIGN RANGE OF 5 TO 10 9 \ MINUTES/INCH AS PER THE DOH DESIGN HANDBOOK. TWO P. DIA. 9 \ 1' DIA. \ �"� P.I.P.F. \ �< � PI.P.F. 2 PERC TESTS WERE CONDUCTED IN THE AREA OF THE TEST \ \ PITS BY DENNIS MACELROY, PE. THE STABILIZED RATES \ I \ z WERE 4.5 MIN./INCH FOR PT,�1 AND 9.5 MIN./INCH FOR PT#2. DESIGN BASED ON A 10 MIN./INCH PERC RATE WILL \ D BE USED. m JUL 0 9 2009 TOWN OF QUEENSBURY \ \ BUILDING & CODES 3 W 1"' DIA. 1" DIA. 2 W O 4 O Q U e v © 2009 BY ENVIRONMENTAL DESIGN O PARTNERSHIP, LLP, ALL RIGHTS RESERVED o N ORIGINAL CONDITIONS ' AS BUILT' WASTEWATER SYSTEM o UNAUTHORIZED ALTERATION OR AOD177ON TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE SCALE: 1 = 20 " SCALE: 1" = 20' W z EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MA#iKED WITH THE LAND SURVEYOR'S Q � U EMBOSSED SEAL SHALL NOT BE CONSIDERED A \ VALID TRUE COPY. W O U W COGO JOB