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1.4 1.4 WASTEWATER-SEWER\APPROVE\Taylor—Replacement—Components ETU Setbacks—Flood Zone-6-3-2024 RESOLUTION APPROVING PATRICIA AND JOSEPH TAYLOR'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Patricia and Joseph Taylor(Applicants) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement on-site sewage disposal system with certain of the components to be installed as follows: 1. Leach field to be located 5' from the property line in lieu of the required 10' setback; 2. Leach field to be located 5' from the building in lieu of the required 20' setback; 3. Well to be located 46' from the septic tank in lieu of the required 50' setback; 4. Well to be located 30' from the leach field in lieu of the required 100' setback; 5. Septic tank to be located 38' from the Hudson River in lieu of the required 50' setback; 6. Leach field to be located 54' from the Hudson River in lieu of the required 200'(due to existing soils percolation rate being less than 3:00 minutes); 7. Septic tank is required to be anchored due to being in a type A flood zone; 8. Backwater flow preventer valve to be added to house sanitary line on exterior side of basement wall due to being in a Type A flood zone; 9. Amended existing soils below Eljen sand filter bed due to a less than 3:00 minute percolation rate; on property located at 31 Hudson View Lane in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, June Yd, 2024, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Patricia and Joseph Taylor for variances from the Sewage Disposal Ordinance to install a replacement on-site sewage disposal system with certain of the components to be installed as follows: 1. Leach field to be located 5' from the property line in lieu of the required 10' setback; 2. Leach field to be located 5' from the building in lieu of the required 20' setback; 3. Well to be located 46' from the septic tank in lieu of the required 50' setback; 4. Well to be located 30' from the leach field in lieu of the required 100' setback; 5. Septic tank to be located 38' from the Hudson River in lieu of the required 50' setback; 6. Leach field to be located 54' from the Hudson River in lieu of the required 200'(due to existing soils percolation rate being less than 3:00 minutes); 7. Septic tank is required to be anchored due to being in a type A flood zone; 8. Backwater flow preventer valve to be added to house sanitary line on exterior side of basement wall due to being in a Type A flood zone; 9. Amended existing soils below Eljen sand filter bed due to a less than 3:00 minute percolation rate; on property located at 31 Hudson View Lane in the Town of Queensbury and bearing Tax Map No: 320.6-1-5, and BE IT FURTHER, RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system. Duly adopted this Yd day of June, 2024,by the following vote: AYES NOES ABSENT: S SEPTIC VARIANCE Office Use Only Permit#: APPLICATION Permit Fee:$ -town of Qiccnsbur r Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Approvals: �'l i i0 7� f)/ A <7,9_ RFC �'� - Submittal: 1 (one) original & 8 copies of the completed application�c� Ft kagY V � iD 202 PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMA L`: C� FNsRUR, G.,: Rks oFFjCF 'o Section 1: C/77it ' Contact Information: Property Owner(s): /r /4 / ,64�' Owner's Agent: il4e S' /9/4-ezie<1 Address: Z ael � Address: bU / -/ W bie f1__�✓ t / /24P Phone#: '4171 k1110 Phone#:5//r 7 Tl,./O vi Email: EmaiVa1CttCin' L' r rie) (671 Section 2: Site Information: )� Lw rSrSite Address: ?/ �IcJA v, e E Tax ID#: 3010. Directions to Site: 1 �J J7U� '' ,0 #D.ro/v 1 ei L�'° _ Lr�Section 3: Distance from well on property to septic system (if applicable) feet Section 4: Is it possible to install a conforming septic system on this property? ❑Yes 01 No If YES, please explain and attach a diagram: Section 5: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? Yes ❑ No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? ❑Yes YNo Section 7: C> , '6 �y� .P/�l/`e� /��n b 7 Section of the Sanitary Sewage Ordinance from w/ich you are seeking the variance (i.e. leachin system will be 89 ft. from well in lieu of required 100 ft.): L�1tc4 c� 6 ,L4c t�.�i=�9 4f C/ L.. L rP 6 � iZc .vim �' 3 J Septic Variance Application / f ,/_ ,�/ .�{ Revised December 2021 G'✓ LI tf7fer f� '7��* fief �a Section 8: List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name M``!GP`rf `s fl// ' Address 37 � C. 7w//Arty Tax Map ID ���—! " / /RV/r e) South Name 0,01./ Address Tax Map ID East Name ZAViee--i'*" /( Address 8/ W7-I) '1C ,7, De)t1 1eAMC.S' /t/X Tax Map ID West Name glee- 7/1// #6, 6-/ Address (�P� I ,ea/ 'Z' 'eei1 ria N Tax Map ID ,V0• ' l Y/ / 9! Section 9: Ks,�' 41t7 l eA.i‘-dive) OWNER STATEMENT I/Wed hjreby,r/lieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 3 f eifoi dfei /We realize that putting the well, septic tank or leaching system less than the required ins feet from the *.k.6../ i>L•-�L may increase the risk of pollution. Owner—Print Name: /— / !'c - Owner—Signature: GL r 61/01,/,ti_ Date: J`': 9Y Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(If applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: . I/We realize that putting the well, septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 • Section 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER isusing an Agent: Owner's Name: "gr- Designates: �� Y....22741.4eieri,agent regarding the Septic Variance for Site Address: 3/ t( di t i 40(../ Tax Map#: 3/140i Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer,the handwritten minutes shall be deemed the official record. I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER—PRINT NAME: l OWNER—SIGNATURE: Gam? A^ DATE: /43�� AGENT—PRINT NAME: elcliG//e/iv//4 -6g AGENT—SIGNATURE: y ()WA .e---ev DATE: /J '� Septic Variance Application Revised December 2021 Variance Recuestec : Corn oncnt axis . roD . * lecch fic to ro line 10 ' 8 ' 5 ' *leccn f c to cc 20 ' 1 /1 ' S ' * well to see tn < 50 ' 35 /I 6 ' * well to leccn flc 100 ' 35 ' 3C ' * septic tnK to river 100 ' 39 ' 38 ' * lecch flc to river 200 ' 2 /1 ' 5 /1 ' * septic tcn < cncnorinc within flooc zone * Dcc < wcter flow rcventer vclve cccec to effluent line * cmenccc soils to cisDoscl arece TAYLOR PROPERTY ' kJ �, i s i;.,,e / i I I 1 i1 a, I 1 ti Y • I 06 1 \ 1 / h r 1 .` yi I / / • t 290 ft ,_,./. I V��� b `7) t �t 1 7 ,c N ..' t ��d` I 1 14p d \4' It t� t• r f, ,�1�C ti� a�� / 1 1 \y\ *f Ab .t ` hO/f' '� \J 1 / `lJ . �ti jy / i / / / .:, 3.\ , ( :ti ,r t( ty / 4 ;C is {r \_.� ' \t tir ' r i y A',...',, t t , \V t ,. ++ ." 57. / o y t L '''\\ ,t k e t{.Sty 9„ .� I t i „ r a } . �� ,�18 ft ,13 • Yt.1t`i • r t 3 it `ia i F/ C� *". d t i f]� 4a H\! tiL, 1��1 ''i c } f C© 3 t 3 : ! I , a�i t t f ^J 1R,k i ' U4 i I ` t !t t T`I t 1'Ay1 q. 11f I t / / / ..y t y \ ,1 r . }F.> a } • / y`' 3 /t7 - l l CD .. U 1 it t , .i� '° • 1} C /; i �el�f � +i I ��� \ �1• /l ( . s t f t j ( 11-, `Et r l r t is,t Fit ru I I h° , '�?`R �t t- ,rP `i i t y w o 44 4 •1 I 11 to 7 I+ / �\ , t I ,tJ i 7 ,t +� 283 fi Dyk .} r r 1 d• (3 t e R p �� f� ) t a ,,,1+ , d a� ° 73Nt t 'i t{' i (�•. + fz sr t I 4 y I r a . ! ttt i , _ a I .. �J. _.t t. r •_1: 4y , 'f ti , A k tt a /{ ;1 yt� �' t` , .i, \ .�.to I , y t f gr P r /� -- �;`tl z4 a (�r ,.,, ,t:', e ' rr 1: 'F r,yt1 �,, ttt try fo' y °' a v t x1i .,r tI i pj i' i r Y — k9jr /�, r tt° ) I s r t .� t t t f '31 r ± I ` S T nr 5/6/2024, 2:12:33 PM 1:4,514 -"_ 0 0.03 0.06 0.11 mi !•-•.-.I• Town Boundaries r r r , i 0 0.04 0.09 0.17 km Roads Sources:Esri,Alrbus DS,USGS,NGA,NASA.CGIAR,N Robinson,NCEAS, NLS.OS, NMA, Geodatastyrelsen,Rijkswaterstaat.GSA.Geoland, FEMA, Intermap and the GIS user community,Esri Community Maps Contributors.U OpenStreetMap, Microsoft. Esri, TomTom, Garmin, SafeGraph, GeoTechnologies,Inc.METI/NASA.USGS,EPA,NPS,US Census Bureau, Warren County NY GIS Esri Community Maps Contributors,©OpenStreetMap.Microsoft,Esrl,TomTom.Garmin,SafeGraph,GeoTechnologies,Inc,METI/NASA,USGS,EPA,NPS.US Census Bureau,USDA,USFWS N 6 0 N r- c 0 0 a, 3 0 C 0 0 U w a� 0 V) Y 0 r 3 z aV w.. 0 In c a� o- a� s 3 a a E 0 U a m 0 c 0 m O a_ c a) 0 0 'D a 0 a 3 T 0 C c a, U 0 In s L 0 0 T a, In C a n. E a) X 0 `o v C 0) C LIJ 0 0 .N In 0 ri 0 0 ,_ 0 U 0 a> X- v c rn 0 U U In m a) c C 0 to a� 0- c 0 L 0 N I) 0 N t` C 0 U v 3 U J C 0 0 U Li a) 0 V) 0 3 a, z Q) O C O 0 0 0 ( Z Z SEPTIC SYSTEM LIMITATIONS 1. The best designed and installed septic disposal system will eventually fail to function properly without adequate maintenance. Inadequate septic tank maintenance can result in clogging of the tank and sewage back-up into the home and/or sewage overflow onto the ground surface. The failure to periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption trench by overflowing solids not removed by the septic tank. 2. This set of design plans and details is intended to provide subsurface sewage disposal for a typical single family dwelling. No additions involving living or sleeping areas may be added to the dwellings without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or field replacement. 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank size increased by 250 gallons. Proposed 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be drained into the system. Sewage Disposal Field 5. The dwelling shall have water saving fixtures, including but not limited to: 2 gpm shower heads, low water use toilets. - 3 rows of 8 L-Jen mutts 6. Observe water conservation practices. 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the - 5 t0 house homeowner or a qualified septage hauler. The amount of build-up noted at each inspection shall be - 5' to property line `\ recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to any chamber in multi -compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every two to five years. Proposed \ \ 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, Distribution Box tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have \. deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be \ repaired or replaced. Proposed 9. Any company employed to clean and service the septic tank and system, must be a permitted septage hauler, with valid standing with the New York State Department of Environmental Conservation 1000 Gallon Septic Tank office. Septic tanks should not be washed or disinfected after being pumped out. - , 10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the %0 min t0 house proper operation of household systems and may cause the sludge and scum in the septic tank to be discharged into the absorption field, resulting in premature failure. 11. Do not dispose of excess household grease and fat in the septic system. 12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse. 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. 14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area. 15. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. 16. The sewage disposal system is designed for domestic wastewater only, with the design of the absorption field on the projected flows. Any use of the dwellings that has a greater discharge of wastewater flow than designed will require a redesign of the disposal system by a licensed Professional Engineer. 17. The stamp seal and signature of the design engineer is for the intended use only, and any change of use invalidates the seal. 18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the filter cartridge. SEPTIC SYSTEM CONSTRUCTION NOTES 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer prior to work, to review the installation details and inspection procedures. 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified wetland or water body. 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be connected to the septic system. 4. Fill material to be clean, loamy sand, with a stabilized in -place percolation rate to be no less than 1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in writing by a licensed Professional Engineer prior to delivery to the site. 5. Piping material specifications: A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 1/4" per foot; B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 1/8" per foot; C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope of 1/8" per foot; E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per foot, cap all ends. 6. Septic tank specifications: 4^to tol) 320.6-1-1 i 320.6-1-4 well 0 10 house 'os• .00 000, Zk 5k �3 bch m \ well \ Variance Requested: Component Req. Exis. Prod. *leach fld to prop line 10' 8' 5' *leach fld to bldg 20' 14' 5' *well to sep tnk 50' 35' 46' *well to leach fld 100' 35' 30' *septic tnk to river 100' 39' 38' *leach fld to river 200' 24' 54' *septic tank anchoring within flood zone *backwater flow preventer valve added to effluent line *amended soils to disposal area. A. Tank to be installed level on a 6 minimum layer of compacted gravel or stone, B. Precast concrete tank, dimensions and features as shown; C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line; SITE PLAN 11 "IV '17 /Se AreO i 0.23Y- Acres well �l 320.E --1-5 / \ \ 1000, MAP REFERENCES: 1. Mapping taken from Warren County GIS, Tax Maps and limited field measurements. f wooded y E. Free air space above tees to be 3 minimum to top of tank. F. Where installed, 4" plastic effluent filter cartridge with wooden handle extension to grade. 1 "= 40' G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. 7. Distribution box specifications: A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; B. Precast concrete box, dimensions and features as shown; C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow to each lateral. 8. A permeable geotextile or non -woven filter fabric to be installed over the absorption trench areas to prevent the infiltration of soil into the aggregate. SEPTIC SYSTEM GENERAL NOTES 1. There shall be no change on these plans in advance of, or during construction, without prior written approval of the design engineer. 2. The workmanship, construction practice, material standards, and inspection requirements shall comply with the latest edition(s) of the following: A. New York State Department of Health 1. New York Title 10. Department of Health. Chapter 11. Part 75. Standards for Individual Onsite Wastewater Systems; 2. Appendix 75-A, Wastewater Treatment Standards -Residential Onsite Systems, March 16, 2016 B. Local town, village, or city sanitation ordinance(s). 3. The following inspections of the septic system by a licensed Professional Engineer shall include: A. Fill material, at borrow pit or source of origin (perc. test may be required); B. Fill material, in -place and finish graded; 4" INLET I C. Prior to backfill of piping, tanks, pits, well seals, etc.; 1/4- / F D. Upon final grading of site. SLOPE 4. Any modifications to the septic system design shall be performed by a licensed Professional Engineer. Af 5. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional distances to each of the septic system components, as measured from at least two different physical landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of the dwelling. 6. The septic system designs are typical size requirements for the number of bedrooms listed in the design charts, and are based on established design flows and preliminary soil percolation rates determined in the field. The installation contractor shall immediately notify the design engineer of any field conditions which deviate from the information as shown on the approved plans. 7. The septic system designs shown were sized in accordance with the New York State Department of Health standards, and local regulatory codes, as applicable. 8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed 4" INLET PIPE above) for the recommeded procedures in system operations and maintenance. 1/4" / FT. Mil 9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system SLOPE in accordance with the Health Department guidelines and/or the limitations listed on this plan, causes to exceed the design flows, or modifies the system in any way. 10. The home owner shall immediately notify the Health Department if the septic system has failed. W z FINISHED GROUND i 12" COVER MAX 1 1/2- THICK ALL SIDES 4" INLET PIPE - ,` 4" OUTLET PIPE 1/8" / FT. MIN. BAFFLE 1/8" /SLOPEMIN. SLOPE _ ______ - � 2" MIN. SUMP ®r 12" MIN. COARSE SANG WATERTIGHT OR PEA STONE 4- KNOCKOUTS JOINT (TYP) w/HDPE PIPE SEALS PRODUCT: FORT MILLER #2 DISTRIBUTION BOX, OR EQUAL. SECTION A�A N I BOXI DETAIL 1 EACH OUTLET FITTED NON -TRAFFIC RATED WITH SPEED LEVELERS STRUCTURE I�:•I 4" OUTLET PPE 4" INLET PIPE 1/8" / FT. MIN. 1/8" / FT. MIN. SLOPE BAFFLE SLOPE � - - ---- -- •A I I • I I I ITLET (TV-5) PLAN GROUT UNOSM OPEfNNGS MATERIAL SPECIFICATIONS SCHEDULE ITEM SIZE MATERIAL SLOPE SEPTIC TANK SEE DETAIL PRE -CAST CONCRETE DISTRIBUTION BOX SEE DETAIL PRE -CAST CONCRETE - HOUSE TO SEPTIC TANK 4" SOLID PVC SCH-40 1/4" / FT. MIN. SEPTIC TANK TO D-BOX 4" SOLID PVC SCH-40 1/8" / FT. MIN. D-BOX TO LATERALS 4" SOLID PVC SDR-35 1/8" / FT. MIN. LATERALS 4" PERFORATED PVC SDR-35 1/16" / FT. MAX. DUAL COMPARTMENT FULL -DEPTH BAFFLE w/PORT (SEE NOTES) ' 24" INSPECTION 4" OUTLET PIPE COVER (TYP) II 1/8" / FT. MIN. SLOPE -� �i *BAFFLE (TYP. ` o II A E --H ------- *INLET & OUTLET 4" PVC TEE'S MAY BE USED INSTEAD OF CONCRETE BAFFLES 'LENGTH' PLAN VIEW SEPTIC TANK CAPACITY NUMBER OF BEDROOMS DESIGN FLOW MINIMUM TANK CAPACITY & LIQUID SURFACE AREA W/0 GARBAGE GRINDER W/ GARBAGE GRINDER 2 220 GPD 1,000 27 S.F. 1,250 * 34 S.F. 3 330 GPD 1,000 27 S.F. 1,250 * 34 S.F. 4 440 GPD 1,250 34 S.F. 1,500 * 40 S.F. * DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED EFFLUENT FILTER w/ GRADE ACCESS COVER NOTES ALL COVERS ARE TO BE GASKETED AS PER TOWN 1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, FINISHED GROUND CODE A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR TWO ��\\\ \\`�� 4S EE OUTLETE PIPE TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE ABSORPTION AREA (DISPOSAL FIELD). 12' COVER MAX. / FT. MIN. 2. 3" MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. Top,1/8" SLOPE - - . _, . ,..., .., ,.._ ,..,,.:,._.. .:... , ...:.. ,,• ..,.,, .; .,; , 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY _. _ FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET 6" MIN_ OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL - - - - - _ _ BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK 16" MIN. 18" MIN. SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. X 4. EFFLUENT FILTER, "POLYLOK" BRAND OR SIMILAR PRODUCT TO BE 'Q t-'- w ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN 'WALL' ,FLOOR. ? PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL (TYP.) SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING TO PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE. t 6" MIN. CLEAN SAND, PEA k 44" 5. TANK SHALL BE TIED DOWN IN PLACE UTILIZING CONCRETE 2X3X4 BLOCKS AND CABLES TO PREVENT FLOATING WITHIN FLOOD ZONE. RISERS TO BE SEALED TONE, OR WASHED AGGREG TE .ram GAS DEFLECTION BAFFLE AND GASKETED TO TANK AS PER TOWN CODE. �cr.rnito.CGke�lor! i n� (SEE NOTES) SECTION A -A * AVAILABLE AS SINGLE COMPARTMENT TANK ** AVAILABLE AS DUAL COMPARTMENT TANK SEPTIC TANK DIMENSIONS OR LQ MANUFACTURER INFORMATION " 48" FORT MILLER CO., SEAMLESS TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL TOP FL 48" FORT MILLER CO., SEAMLESS 5'-6" 3" 4" � 49" FORT MILLER CO., HEAVT*DUTY 1,000 8'-81/2" 5'_0 1/2" 4'-9" 4'-6" 4'-9" 4'-6" 5'-6" 3" 4,1 C� 101-�" 5'-3" 1250 8 11( 4'-10" 6'-3" 6" xT9 1,500 . rn ► Inr VCT 01 , 12" MIN. SEPTIC DESIGN PARAMETERS DESIGN PARAMETERS ELJEN BED SYSTEM: NUMBER OF BEDROOMS: (ACTUAL) 3 DESIGN FLOW RATE: 110 GPD/BDRM TOTAL DESIGN FLOW: 330 GPD APPLICATION RATE: 0.95 GPD/SF PERCOLATION RATE: 1 MIN 35 SEC ACTUAL SYSTEM TYPE: ELJEN SYSTEM BED DISPOSAL AREA CALCULATION: (TABLES 5 AND 6 ELJEN DESIGN MANUAL) 330 GPD = 347 SF, 50% RESERVE = 174 SF 0.95 GPD/SF ELJEN GSF PRODUCT, B-STYLE MATS 347 SF/4 SF/LF = 87 LF OF PRODUCT MINIMUM PRODUCT = (871f/41f unit) = 22 Units USE 24 ELJEN MATS TOTAL (3 ROWS OF 8) ELJEN TRENCH LENGTH:34LF TOTAL (32LF OF MATTS W/1' FILL EACH END) TOTAL ELJEN LATERAL AREA PROVIDED: 96LF OF ELJEN PRODUCT NEW SEPTIC TANK: 1000 GALLON (MIN) **TANK MUST BE ANCHORED UTILIZING 2'x3'x4' CONCRETE BLOCKS AND CABLES TO PREVENT CONCRETE TANK FROM FLOATING IN FLOOD ZONE. 7TT/7TT�7711�/�Tl/7T/, CLEAN BACKFILL / 4" PERFORATED PIPE NON -WOVEN FILTER FABRIC DO NOT BLOCK HOLES IN PIPE 31" MIN. - \\ 7" 19" MIN. WASHED MEDIUM TO COARSE CONCRETE SAND 12" MIN. 24" MIN. �- 12" 3'-0" 12" UNDISTURBED GROUND MIN.' B43 MODULE MIN, SHWT / LEDGE ROCK ......................................... \\\\ SECTION VIEW NOTES 1. USE QUANTITY AND LAYOUT SPECIFIED IN BASIS OF DESIGN - B43 GEOTEXTILE FILTER MODULES OVER LAIN BY PERFORATED PVC PIPE AND FILTER FABRIC AS SHOWN IN THIS DETAIL. 2. TRENCH MATERIAL SHALL BE ELJEN GSF STANDARD SPECIFICATION ASTM C33 WASHED SAND WITH LESS THAN 10% PASSING #100 SIEVE AND LESS THAN 5% PASSING #200 SIEVE. 3. EXTEND THE SPECIFIED SAND TRENCH A MINIMUM OF 12 INCHES BEYOND EDGE OF OUTSIDE MODULES AND EACH END OF THE TRENCH LENGTH AND 12" BELOW THE MODULES. 4. A MINIMUM OF 2 FEET SEPARATION SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE ABSORPTION TRENCH AND SEASONAL HIGH GROUND WATER (MOTTLING) OR IMPERVIOUS LAYER (BEDROCK). 5. BACKFILL EXCAVATION IN 6 INCH LAYERS WITH MECHANICAL COMPACTION TO APPROXIMATE DENSITY OF ON -SITE NATIVE SOIL. DO NOT OVER COMPACT. ABSORPTION BED DETAM - TYPICAL LANDSCAPING: 6" MINIMUM TOPSOIL w/SEED & MULCH i Pnwc CED R IINITC = 74 TnTAI GRAVELLESS ELJEN PRODUCT NOTES 1. THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH. 2. ALL TREES AT THE FILL SITE SHALL BE CUT AND STUMPS REMOVED. 3. BRUSH, VINES, WEEDS, AND GRASS ETC., SHALL BE CUT TO GRADE AND REMOVED. 4. FILL SHALL BE PLACED ON THE SITE IMMEDIATELY AFTER THE SITE HAS BEEN PREPARED. 5. FILL SHALL BE DEPOSITED ON THE SITE WITH A FRONT-END LOADER OR PUSHED ON BY USING A TRACK TYPE MACHINE FROM THE UP -SLOPE SIDE. 6. FILL SHALL BE PLACED AND COMPACTED IN SIX INCH LIFTS; DO NOT OVER -COMPACT THE FILL MATERIAL. 7. THE RESULTING PERCOLATION RATE OF THE FILL MATERIAL SHALL BE GREATER THAN 5 MINUTES, UP TO A MAXIMUM OF 10 MINUTES PER INCH. 8. THE REQUIRED ABSORPTION BED SHALL BE CONSTRUCTED AFTER THE PLACEMENT OF ALL NECESSARY FILL MATERIAL. 9. THE BOTTOM OF ALL ABSORPTION TRENCHES SHALL NOT BE ABOVE THE ORIGINAL GRADE, PREFERRABLY 19 INCHES BELOW. 10. SOME TOPSOIL MAY BE ADDED AT FINAL GRADING TO IMPROVE THE SITE DRAINAGE. 11. DIVERT ALL RUNOFF AWAY FROM THE DISPOSAL FIELD. TYPICAL ABSORPTION BED SYSTEM DETAIL 1-J GRAVELLESS ELJEN PRODUCT xxa ELJEN ABSORPTION BED 1. USE 3 ROWS OF 8 B43 GEOTEXTILE FILTER MODULES OVER LAIN BY PERFORATED PVC PIPE AND FILTER FABRIC PER THE ELJEN INSTALLATION DETAIL ON THIS PLAN. 2. TRENCH MATERIAL MUST BE ASTM C33 SAND WITH LESS THAN 10% PASSING #100 SIEVE AND LESS THAN 5% PASSING #200 SIEVE. 3. EXTEND ELJEN SAND TRENCH A MINIMUM OF 1 FOOT BEYOND LAST ELJEN MODULE ON EACH END OF BED LENGTH. 4. A MINIMUM OF 2 FEET SEPARATION MUST BE MAINTAINED BETWEEN THE BOTTOM OF ABSORPTION TRENCH AND GROUND WATER LEVEL OR IMPERVIOUS LAYER. 5. BACKFILL EXCAVATION IN SIX (6) INCH LAYERS WITH MECHANICAL COMPACTION TO APPROXIMATE DENSITY OF ON -SITE NATIVE SOIL. DO NOT OVERCOMPACT. CONSTRUCTION INSPECTION: SOIL PROFILE INFORMATION CONSTRUCTION INSPECTION SHALL BE PERFORMED AND MONITORED UNDER DEEP HOLE TEST PITS AND PERCOLATION TESTS: APRIL 4, 2024TP-1 THE DIRECTION OF A LICENSD PROFESSIONAL EN SINEER FOR THE FOLLOWING: - DURING NEW FILL PLACEMENT 0-2" TOPSOIL - AFTER NEW FILL MATERIAL HAS BEEN PLACE 2"-22" BROWN SAND - PERCOLATION TEST OF IN -PLACE FILL 22"-41" YELLOW SAND - PRIOR TO BACKFILL OF ALL SYSTEM COMPOI\ 41"-80" TAN SAND TENTS NO WATER, NO MOTTLING, ROOTS TO 4" STABILIZED PERCOLATION RATE: 1 minute 35 seconds PERFORMED BY JEFF MANCINI, WALES ENGINEERING, CLEAR 72" PERCOLATION TESTS: APRIL 4, 2024 PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 1 (24" DEEP) 2 (24" DEEP) 1 PRESOAK PRESOAK 2 Omin 35sec 1min OOsec 3 1min 05ec 1min 19sec 4 1min 40sec 1min 30sec 5 1min 35sec 1min 22sec WARREN C &NTY TAX MAP #320.6-1-5 NMI& N Ln d Y d .0 u 3 o� N O rn _�. u N 0 FA ID = C o E E Yl > C u c O W CL ta e0 "v O E ccZ Designed By 'TW Drawn By MCi Checked By TW Approved By Fllename Project No. 24-421 Project Date 4.2.24 ,0 n �o � 0 0 W9f� 0 Z � W O J W J O W 3 L QZ ■� W a Q O L V W W 4�uCL o 4A i W Q Z �-- M CY L a O I- I- .w w V / t 3 Z �. o -04 WALE 0 ENGINEERING 68 Waterview Drive, Saratoga Springs, NY 12865 [518) 581-0028 Phone/Fax • wa[eser QrWap.rr.=n sheet NO* 1 of 2 Drawing No. WE-001 N O N r 0 U V) 3 0 c 0 0 U 7 -0 w N 0 V) 0 3 0 Z s 0 0 C Q) E 0 3 a E 0 U 0 U) 0 U) 0 rT c L 0 Q) Q) aU 0 0 3 T 0 U O s Ln 0 O 0 T N L -0 0 J 0- E x 0 L Q) C 0) C w 0 c 0 (n Ln m 0 L n 0 0 c 0 U N .L D U 0 0 N N C 0 U) L c 0 _o N 0\ O N r C 0 U N 0 3 a J c 0 0 U 7 W aY 0 V) 0 3 Q) Z Q) 0 0 0 0 0 N Proposed \ Sewage Disposal Field — 3 rows of 8 Eden mutts 4 total) — 5' to house — 5' to property line % Proposed Distribution Box \ Proposed 1000 Gallon Septic Tank 10' min to house i 320.6-1-4 house 320.6-1-1 �� .�11 � w k 3 bdrm well \ Variance Requested: Component Reg Exis. Prod. *leach fld to prop line 10' 8' 5' *leach fld to bldg 20' 14' 5' *well to sep tnk 50' 35' 46' *well to leach fld 100' 35' 30' *septic tnk to river 100' 39' 38' *leach fld to river 200' 24' 54' *septic tank anchoring within flood zone *backwater flow preventer valve added to effluent line *amended soils to disposal area. SITE PLAN Setl Area 0.23E Acres well 320.6— 1-5 / 100, ` o J MAP REFERENCES: 1. Mapping taken from Warren County GIS, Tax Maps and limited field measurements. BACKWATER VALVE TO BE INSTALLED BETWEEN THE HOUSE AND SEPTIC TANK AS PER TOWN CODE. ASPHALTIC SEAL N INLET OUTLET I I \ STAINLESS STEEL CABLES W/TURNBUCKLE TYP. OF 2 / \ _ ANCHORING REBAR CAST INTO CEMENT BLOCK a- c . ( 4'x2'x3' CEMENT PRECAST BLOCK (MIN.) 1 : • e ' I OR LARGER, TYPICAL 2 EACH SIDE (4 TOTAL) ` 4 e • A .j,• a .. e f A. • Ye 4 - 1 6" MIN CRUSHED STONE BEDDING SECTION UNDISTURBED GROUND SEPTIC TANK ANCHORING DE1 n Wfu ar.KpLOW PREVENfER VALVE 67" MIN. — REMOVE 25" EXISTING SOILS 24" MIN. UNDISTURBED GROUND SHWT / LEDGE ROCK ORIGINAL GROUND OR PROPOSED FINISH PERMEABLE GEOTEXTILE 19" MIN. WASHED MEDIUM TO COARSE CONCRETE SAND ,\ 24" LAYER OF LOAMY SA' 1 PLACED IN 8" LIFTS, WITt- PERCOLATION RATE OF 7-10 MINUTES PER INCH 1 �1" LAYER OF WOOD CHIPS OR SAWDUST SECTION VIEW TRENCH PROFILE NOTES 1. DO NOT INSTALL TRENCH IN WET SOIL. 2. INSTALL TRENCHES PARALLEL TO CONTOURS. 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. 6. SLOPE DISTRIBUTOR PIPE ® 1/16" - 1/32" PER FOOT. 7. AMENDED SOIL; S TO HAVE A 7-10 MIN PERC RATE. 8. ENGINEER TO RETEST SOILS AFTER PLACEMENT. ABSORPTION TRENCH AMENDED SOIL DETAIL AMENDED SOILS R m LEVEL TRENCH BOTTOM TURBED GROUND SOIL PROFILE INFORMATION DEEP HOLE TEST PITS AND PERCOLATION TESTS: APRIL 4, 2024 TP-1 0-2" TOPSOIL 2"-22" BROWN SAND 22"-41" YELLOW SAND 41"—BO" TAN SAND NO WATER, NO MOTTLING, ROOTS TO 4" STABILIZED PERCOLATION RATE: 1 minute 35 seconds PERFORMED BY JEFF MANCINI, WALES ENGINEERING, CLEAR 72' PERCOLATION TESTS: APRIL 4, 2024 PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 1 (24" DEEP) 2 (24" DEEP) 1 PRESOAK PRESOAK 2 Omin 35sec 1min OOsec 3 1min 05ec 1min 19sec 4 1min 40sec 1min 30sec 5 1min 35sec 1min 22sec O 16. ME 12 Z Designed By TW Drawn By MQ Checked By TW Approved By Filename Project No. 24-421 Project Date 4.2.24 Z W O U tt; H V = cii F— cUJ C JO w'F— CC W W a. — �) W i V W p u 1 _o _ W Q Z C( to i O I— I— ,w V / fw V Z O 1 O Val a.LE0 MLO li� ENGINEERING 68 WatwNiew Drive, Saratoga Springs, NY 12866 15181581-0028 Phone/Fax • waleseng@rWap.rr.com Sheet No. 2 of 2 Drawing No. WE-002 0 Z z !Y >,.," .. . WARREN COUNTY TAX MAP #320.6-1-5