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BOTH-000179-2015 i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 s Community Development-Building&Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000179-2015 Date Issued: Thursday, February 4, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000179-2015 has been completed. Tax Map Number: 308.14-1-52 Location: 183 PITCHER RD Owner: FOREST PARK MHC,LLC Applicant: FOREST PARK MHC,LLC This structure may be occupied as a: Residential Septic Alterations 15& 17 Gregwood Circle By Order of Town Board TOWN OF QUEEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the r J 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. QUEENSBURY -44111‘ TOWN OF 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 ''/- - Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000179-2015 8 P 20 t5—Sw Tax Map No: 308.14-1-52 Permission is hereby granted to: FOREST PARK MHC,LLC Rt,EvIS ED For property located at: 183 PITCHER 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 Type of Construction Owner Address: 183 Pitcher RD Septic Disposal $0.00 Queensbury,NY 12804 Total Value $0.00 Contractor or Builder's Name/Address Electrical Inspection Agency Dean Burdick 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Residential Septic Alterations 15&17 Gregwood Ci PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 14,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury befojiration date.) Dated at the Town Queens /�Wet : d./ •-. ..er 14,2015 / SIGNED BY: ir \ for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE Iv/13//5Received 2 Tax Map ID TAX MAP ID 30c� . !�! - I 52-, Permit No. /2Z6— 11'S ----------:!— LOCATION ° ""[[�"- ` --/ �i ` Permit Fee I 43 IE J V:/ F) LOCATION OF INSTALLATION t U't r 4 k&1 t - � `C � ' Approvals: I L0+ it is + t►- 17 I ` J APPLICANT S tV\C vi 5 L l 1 i wt LLL PHONE/E-MAIL '0- �1 L � � ��� I OWN OF QUEENSBURY ADDRESS �, I �l��s 1'( `� i s BUILDING&CODES _ INSTALLER/B_UIL>? Et: 5 'rp)C .Fast,tJcdio,I5a 1-1.-C PHONE/E-MAIL cl T-? D I- IaLl 13 ADDRESS: 9305 kcAlk I 9)I Scs/'CV'9'\ 5 ,f, vt55 t ViY an, & OWNER k t 3f) PTG C' l F 5 + PHONE/E-MAIL 57S - ( ( 7776 Address 1 4 3 ft Ie/ RSt 0 Vr1v S1jvc y 1 Z tfrj CONTACT PERSON FOR BUILDING&CODES COMPLIANCE; 11 AG.-1 t f uf LA t c PHONE b- 232-C707 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older j Garbage grinder installed Y _N 1981-1991 1 Spa or Hot Tub installed _Y _N 1992-Present 7 i I o 7 7 0 PARCEL INFORMATION Topography X Flat rolling i Steep slope %slope Soil Nature Sand Loam Clay Other Groundwater At what depth? tikr An t Bedrock/Impervious Material At what depth?.. Ir/it Domestic Water Supply X Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: _L- per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR// NEW CONSTRUCTION Tank Size at.zse gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption fieldTotal length p275' ft.;Each trench, _. x__5S____ ticvi'T%7 Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? __.._ j Holding Tank System Total required capacity? Tank size — #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file-no exceptions. DECLARATION:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements o the Town of Queensbury Sanitary Sewage Di po al Qrdinance. Print Name: C -/5 ✓�c1f/d Date: JU/I)f I c Signature: �� ,2; Date: Town of Queensbury Building&Codes Septic Disposal Permit July 2014 NEW YORK Department STATE OF OPF'ORTUNITY. of Health ANDREW M. CUOMO HOWARD A.ZUCKER, M.D., SALLY DRESLIN, M.S., R.N. Governor J.D. Commissioner Executive Deputy Commissioner September 18, 2015 Ryan Riper, P.E. FILE COPY RK Engineering, PLLC 225 Ruggles Road Saratoga Springs, NY 12866 Re: Forest Park Mobile Home Park, Facility#56-6822, Town of Queensbury, Warren County Lots 1, 3, 5, 7, 15, 17, 9, 11, Replacement of Onsite Wastewater Treatment Systems (OWTS) Mr. Riper: The New York State Department of Health Glens Falls District Office has received plans to install OWTSs for eight (8) lots at the Forest Park Mobile Home Park, located in the Town of Queensbury, Warren County, NY. Four systems will serve the following lots: • Lots#15 and#17 Gregwood Circle • Lots#9 and#11 Gregwood Circle • Lots#1 and # 3 Gregwood Circle • Lots#5 and #7 Gregwood Circle Each home will be provided with a 1000-gallon concrete tank except for#17 which will receive a 1250-gallon tank to allow for a one bedroom expansion. Each pair of adjacent homes will share an absorption field consisting of 4-55' ADS HANCOR ARC 24 Chambers. This configuration will be replacing a single 1000-gallon septic tank and dry wells. The plans are approved with the following conditions: 1. THAT the Engineer obtains required Permits from the Town of Queensbury and Warren County, and, 2. THAT the Engineer certifies in writing that the systems are installed in conformance with the plans approved this day, Or, F:\Forest Park Mobile Home Court\Forest Park MHC OWTS Lots 1-17 Replacement Plans Approval.docx Empire State Plaza,Coming Tower.Albany,NY 122371 health.ny.gov PLOT DATE: 2015 PROJECT jj. > > x _> 0 0 > ) z C U) __4 > \�� z =-; 0 10 x 0 > 0 > -T U) M -, 00 910U0 000M,9�1�je x > 0 ril 0 rq 0 r7l c:: M Ul MMS m > m K ---i m - L> m > F o) m -mn � 'U �S ch (1 > p cn m r— m • \�� 'kd C-) 0 m ca 0 10 x 0> 91rq U) r 0 rq < 0 rq 0 c: m c:: V MMS m it 5dmz F m 00 W m C) 4 m (n 0 K 6, cz w rl, 0 > UIX zc: M X 0) (3� ISM rnZ 0) rn -v o 0 Q m M > X x rri > c) m � M rq z 2 >m z > p cn m r— m • \�� 'kd C-) 0 m ca 0 10 x 0> U) M I 0 rq < Z rq 0 c: m U) ri MMS m m0 zm0 5dmz 00 m m 00 W m C) 4 F r") U) (n 0 K 6, cz w rl, 0 > UIX zc: M X 0) (3� ISM rnZ 0) rn -v "U ro 0 Q m M > X x rri > c) m > W, 0:2, 0 "- K m G) > z lu, baa rri (0 > Y, r z C ;u 44: -< c", U) Q 1171, q z C) o Fn > 44- 81 ;u > m 0 _u m U) fig > aW 0 �3 � M rq z 2 >m z :E (j)-0 cn m r— m • \�� 'kd C-) 0 m ca 0 10 x 0> U) M I 0 rq < Z rq 0 0 cri m m ;a m ri MMS m m0 zm0 5dmz 00 m m m v --A m F F 0 (A F r") U) (n 0 m g:: cn cn — m C) n > _,> C) (n rn ;n = cQ rr, (D m M c__ rn cn m o w c (D :;a C-� m 0 rn c. m < >mrn o m Mn1 -lo, dit c 0 1=030A > 41 0 rn 0 oig 0 0 0 9) z U) 8 (n G7C1ju4 rl p ro z '0 > Z 0 7-M C) 0; u u rq, ro 0 m M 0� o > Ag =],' I m o 8 m -I i, r > v uj 2 M ju M rr, FYI >- - - - - - - - - - - - - - - - - - - z z r-,7,- 0 ro V" C) - - z > :J- W r>pi Z z 0 m 2 --1 M v' > -n r- (j)-0 cn m r— m • 0 'kd C-) 0 m ca m ml > m U) I m d cn r) Mn1 -lo, dit c 0 1=030A > 41 0 rn 0 oig 0 0 0 9) z U) 8 (n G7C1ju4 rl p ro z '0 > Z 0 7-M C) 0; u u rq, ro 0 m M 0� o > Ag =],' I m o 8 m -I i, r > v uj 2 M ju M rr, FYI >- - - - - - - - - - - - - - - - - - - z z r-,7,- 0 ro V" C) - - z > :J- W r>pi Z z 0 m m cu • 0 XPi > y. m U) c_ 01 t) COVER ri p CD Mn1 -lo, dit c 0 1=030A > 41 0 rn 0 oig 0 0 0 9) z U) 8 (n G7C1ju4 rl p ro z '0 > Z 0 7-M C) 0; u u rq, ro 0 m M 0� o > Ag =],' I m o 8 m -I i, r > v uj 2 M ju M rr, FYI >- - - - - - - - - - - - - - - - - - - z z r-,7,- 0 ro V" C) - - z > :J- W r>pi Z z 0 m PLOT DATE: 2015 PROJECT P. '- 0 z 00(C,) >Z -1 0 rn M m 0 2 , =01 > @ 0mom Zz z = 0 7; PiI (X) C) Ur) 9 - z 0 0 OH2 Fes, 0 CU Gi O;u z rn R m <0- 0 �l WM cu u 0 -0 x rn i't 2 ;rn, rD 1; 0 0 Eq -rIN ow i > HIM m cu fA 0 > 12" MAX m U) c_ 01 t) COVER ri p CD 0 U) w rl, > UIX zc: PLOT DATE: 2015 PROJECT P. '- 0 z 00(C,) >Z -1 0 rn M m 0 2 , =01 > @ 0mom Zz z = 0 7; PiI (X) C) Ur) 9 - z 0 0 OH2 Fes, 0 CU Gi O;u z rn R m <0- 0 �l WM cu u 0 -0 x rn i't 2 ;rn, rD 1; 0 0 Eq -rIN ow i > HIM > m cu U) > 12" MAX m U) c_ 01 t) COVER ri p CD 0 w rl, > UIX zc: > U) m U) c_ 01 t) ri o UI m CD > UIX zc: rri > ro r1l z x m x0 Z > X C) 0 0 ;u 0 rrl cf) rq 0 '0 (z) Z z 0 > (n > 0 2 __4 c) 0 M 0 m _0 > -n 0 4t 0 0 rn Z < c m Z > z > 00 M 0 21 l 0 r 4-t 9 'tl x > 0 0 rri z 0 (j CD > 4 rpt > c 0 0 0 m 0 m C) 0 M r x Mcp 6, U) 0 c/) rvl lu 4 i> 13m z cu z Ile, m Sam a 0 pooz a m: muaZ > r- 0(?i D z cu U) :4 3 x rrl U) >: X gyw 214 (YI 0 1 ITE UB N rrl 0 L, ITTTL x C) C) Wrl N < 0 OP w a > > > LU I I Z' > 07\ 5! r K 1 IV rrl > >it 0 X W 0 F U) 0 > r- > 0 rrl rrl ly, z z A G) > F,n a U) En U) W 0 0 3: < 0 > X LTI _q 3: Z 0 > 0 0 ou U) M a) X m 2' MIN. 611 (n > 11 A > Z 0 z 0 Gx) X 0 m z rq M (f) z 0 W r- rri m w a > z > x c: c rn ;U 0 0 x m r -ED 9 > m m — 71 m ;K < r > I- rn 0 _rl ;u x ri z C) X cu > 0 _u xi > M 0 M v 0 : (A -_� _r �E C) >X 0 >X jX0 U) Z ITI —m W -M rn R* r- > 0 rrl m > 0 r- Zo -U M z (n I -q > rrl ;u > K > Z 0 m �l zo >X r- > V) 0 z rri z >U) 000-0 M U) Q> rq Q m E”: 10 � z _rl 91 �4 p p �l Pl p 0 S�l -q:jM> 70 F A rm -j:u ,= 0 0 x 0 71, C) 02 0 fn 9 P2 Qx Z 0 F C a X ch > z x 0 m fi rm, r" z 7j 'cu ZO > T_ o 0 0 > rq v-4 -"-,: 0 > r" 21 U,) 0 0 =1 X k 52 C, Z X c 0 '1 2 r- ou zi rtl z z 0 0 ril a rn > U) Gi -4 �0UB rn bit AM ENGINEERING, PLLC . Civil Engineering . Structural Design . Structural Inspection RECORD DRAWING SUBMISSION FOR REPLACEMENT OF ONSITE WASTEWATER TREATMENT SYSTEM Date: January 28, 2016 -d it To: Town of Queensbury F LO 0 3 ZU 16 Building Department 742 Bay Road Queensbury,NY 12804 Re: Forest Park Mobile Home Community Gregwood Circle Lot#'s 1,3, 5, 7, 9, 11, 15 & 17. Onsite Wastewater Treatment System 183 Pitcher Road D I Queensbury,NY 12804 U •� [uin .J 1 Attention: John O'Brien Please find enclosed, for your records, 1 set of 11x17 drawings representing the septic system as it was installed at the above noted address. No significant changes were observed during the installation which deviated from the conditions observed at the time the system was designed. If you have any questions please call. Sincerely, RK Engineering, LC Ryan K. Riper, P.E. Encl. 225 Ruggles Road Saratoga Springs,New York 12866 Cell:518.817.0099 Office:518.581.3893 e-mail:RyanRiperglIKengineering.us DESIGN INFORMATION SOILS INFORMATION: GENERAL NOTES: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO BEDRMS DESIGN FLOW DESIGN PERC, REQ'D LENGTH OF CLARIFY ANY DESIGN DETAILS. ' RAM LATERALS PT = PERCOLATION TEST TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL DTP = DEEP TEST PIT TEST PERFORMED ON 8-18-15 WITH STONE INDUSTRIES AND NYSDOH DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT 7 770 GAL/DAY 1-5 MPI 322'-257.'=241° REPRESENTATIVE ON SITE. SCALE DRAWINGS.DIP #1 i 0'-12' DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING VARIANCES TO BE1M,_ 12'-66' TAN/BROWN SAND. SOME ROOTS OF TREATMENT AREA. / PROPOSED INSTALLATION: OBTAINED BY CONTRACTOR AND/OR -- ,.ae, 4 •�h { { '. �?,t NO GROUNDWATER OR MOTTLING NOTED PROPERTY OWNER. M1�' ; TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS DTP#2 G lj 0"-8" DARK SANDY TOPSOIL r� _ S �� _ t '} f TOTAL NUMBER OF LATERALS = 5 8'-32' BROWN SAND. ,r� � !..,•I LENGTH OF EACH LATERAL = 55'-0" 32"-72" LIGHT TAN/BROWN SANDLCCAIM ' t TOTAL LENGTH OF LATERALS = 275' NO GROUNDWATER OR MOTTLING NOTED PT #1 STABILIZED PERCOLATION RATE: 1:10 MPI . 1 1. PT#2 STABILIZED PERCOLATION RATE: 1:09 MPI /,NORTH _ E • PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN PROJECT LOCATION PLAN SIDEWALLS. TABLE 6C OF NYSDOH 'GREEN' HANDBOOK. NOT TO SCALE EXISTING FAILED SEPTIC SYSTEM CONSISTS OF COMBINED LOTS 1,3,5,7,9,11,15,&17 FLOWING TO A SINGLE SEPTIC TANK THEN TO DRYWELL(S), G AS PURPORTED. PROPOSED PLAN IS TO PROVIDE EACH 3 BEDROOM LOT WITH �5� 0�` NEW 1250 GALLON CONCRETE It is a violation of NYS education law article 145 for INDIVIDUAL 1000 GALLON SEPTIC TANKS AND A TREATMENT AREA DESIGNED TANK WITH FILTER.SEE DETAILS. any person, unless he/she is acting under the FOR TWO LOTS WHICH EQUALS 6 BEDROOMS TOTAL LOT 17 IS LARGE AND direction of a licensed professional engineer, to alter DESIGNED FOR A 4 BEDROOM UNIT. THIS DRAWING TO BE REFERENCED WITH �`� an item in any way. Refer to education law §7209. OTHER LOTS NOTED ABOVE. / 0,\ 0 ( FOOT, 4"0 AT PER LOT INFORMATION: TYP`- TAX MAP #: 308.14-1 -52 LOT#17 DESIGNED FOR A FUTURE TOWN OF QUEENSBURY 4 BEDROOM DWELLING. LOT SIZE: 48.9 ACRES L1 „ :.. .. .. ;..::,.:.: :: °:. •.. .:.:.:...:.....: APPROVAL STAMP / NOTES 5 LATERALS AT 55' EACH. INSTALLER TO LOCATE ALL UNDERGROUND ADS HANCOR ARC 24 CHAMBERS. SEE DETAILS. 5' UTILITIES PRIOR TO CONSTRUCTION. GY —WYE PARKING I 10 MIN. L5 —BOX B a ! FEB 0 3 2015 O NEW 1000 GALLON CONCRETE ---- -�I EXISTING 3 \. LOT #15 BEDROOM TANK WITH FILTER.SEE DETAILS. DWELL PARKING PROJECT: SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER < I FOREST PARK MAY - GREGWOOD CIRCLE , � � ACTUAL SEPTIC COMPONENT LAYOUT LOT #15 &- #17 LOCATE WATER LINE AND 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) MAINTAIN 10' HORIZONTAL DRAWING TITLE: AS—BUILT TIE—IN DIMENSIONS FT I SEPARATION TO SEPTIC, TYP. K 0 RKENGINEERING, PLLC SITE PLAN A B C D � . 225 RUGGLES RD.,SARATOGA SRINGS, NY f 518.581.3893 SEPTIC SITE PLAN r �� RLE NAME SITE ,n a w SCALE 1" = 20'-0" D—BOX 37 18.4 CJ N0. SUBMITTAL / REVISION PP'D. DATE N C�1 DATE SEPTEMBER 2015 L1 BEGIN 25.8 30.9 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS P 41 AND AS PURPORTED BY PROPERTY MANAGER. F, oa CS A ISSUED FOR REVIEW/APPROVAL RKR 9/1/15 L1 END 65.4 67 REVISION 1 o U THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST d Q, t RECORD DRAWING RKR 10/22/15 r NOT BE CONSTRUED AS SUCH. A 07950 y SHEET L5 BEGIN 49.5 7.5 �OFESSIOC-001 1 of L5 END 77.3 61 2 MOUND TOPSOIL FOR SETTLING. PROJECT NOTES: SEE PLAN FOR NUMBER SEED AND COVER WITH STRAW. OF LATERAL LINES 6' 61° DUE TO GRADE CHANGE 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. TYP. MIN. BURIAL DEPTH WILL VARY. SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - INSTALL LATERAL END VENTS INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN IF TOP OFCHAMBER >3' DEEP. HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO GRAVELLESS NATIVE GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. CHAMBER EARTH 1 BACKFILL I1- 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN 11- PURPOSES ONLY. 11- - 1-1 - - - I-1 - - - - 1=III= - =1_111 _ III it 'II„1LI- 1J I, ,1111IIL SII II=111-111=1�I ISI.12 CHAMBER 1�IL 11�- -,��� I 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND -III—II II=I 1=111=111�j1-1 I- IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S HEIGHT z PROPOSED GRADE, SLOPE TO REQUIREMENTS. ©�, Z' DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE EXCAVATION. DEBRIS, RAKE FLOOR & WALLS. THE RESPONSIBILITY OF THE OWNER. ONE CHAMBER �' GROUND WATER BEDROCK OR 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. NO VEHICLES ALLOWED ON TREATMENT FIELD. LONGITUDINAL SECTION IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A FEB 3, 2010); A 25% It is a violation of NYS education law article 145 for REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF n/� any person, unless he/she is acting under the 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS HA�NCO�gR ARC 24 CHAMBER MODEL /� direction of a licensed professional engineer, to alter DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRAVELLESS CHAMBER TRENCH TREATMENT SEV11ON an item in any way. Refer to education law §7209. 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. 4PRECAST NK r TZ --- 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH C I I I I I 1 �4,I I A RISER OR EQUAL INLET ~ II �T91 i OUTLET10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL CAUSE FAILURE OF SEPTIC SYSTEM. INLETOUTLET PROVIDE EFFLUENT FILTER. SEE NOTES. APPROVAL STAMP / NOTES LOCKABLE IN\STAALL RISER & EFFLUENT FILTER (POLYLOK PL-122) ER TYP 1-1/2" CONCRETE BAFFLE BACKFILL WITH CLEAN OR EQUAL BAFFLE ON-SITE MAl17ZlAL PLACED FINISHED GRADE REMOVABLE COVER IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER / IOP SOIL, SEED & MULCH v WATERPROOF SEAL r�/•/�/v/v/v/•.�•/ 12" MIN \/\/\/\/\/\/ \\\\\\\ \\ POLY RISER O 2�TABOVEEERT a U INLET ) OUTLET INVERT OUTLET INLET - CAULKED `� CAULKED _ JOINT z_aJOINT OUTLET 2 o QUISANITARY TEE W/ Inn SANITARYLEVEL TEE \B13ULKHEADEFFLUENT FILTER 2" MIN. �sppP, 3" MIN 12" MIN. o'g°�o oo-ro�v° =o7"z-o�o� °o i�CLEAN SAND, PEA 17.-- GRAVEL OR AGGREGATE (3/4" - 1 1/2 - IF DESIGNED TO USE EXISTING SEPTIC TANK,PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE MAINTAINED. TANKS SHALL BE PUMPED PROJECT* SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER 1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS FOREST PARK GREGWOOD CIRCLE 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH 27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE; 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL LOT #15 & #17 OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. F A I L U R E C 0 U L D 0 C C U R . 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT IUB/SPA AND/OR GARBAGE GRINDER ADD 250 4. THE SLOPE OF OUTLET PIPES BETWEEN THE GALLONS TO TANK SIZE FOR EACH. DRAWING TITLE: DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, QF T*48 SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. �11' KYO RKEMUMEEi TNG, PLLC DETAILS AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 225 RUGGLES RD.,SARATOGA SPRINGS,NY WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. PIPE OR Gj 4' f 518.581.3893 SDR21, LIQUID TIGHT JOINT'S, MIN. SLOPE 1/8" PER FOOT.. � A 0 FILE NAME DETAILS 5. USE DOUBLE SIDED STICKING RUBBER BUM FORS. a w SCALE AS NOTED o DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REV SION APP'D. DAZE N_i A ISSUED FOR REVIEW/APPROVAL RKR 9/1/15 DATE SEPTEMBER 2015 NEW CONCRETE LOT 15 1000 GAL CONCRETE SEPTIC TANK �, � c� o W DISTRIBUTION BOX LOT 17 1250 GAL CONCRETE SEPTIC TANK �d o� w$ 1 RECORD DRAWING RKR 10/22/15 REVISION , A 95fJ 00 SCALE: NONE SCALE: NONE �OFESSIO�Py X2O 100