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1.6 1.6 WASTEWATER-SEWER\Set PILKeis—Replacement with Components to Lake George Dwellnig and Lane—ETU—In APA-3-4-2024 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF LORRAINE KEIS RESOLUTION NO.: 92024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Lorraine Keis (Applicant) has applied to the Local Board of Health for variances from Chapter 136 to install a replacement onsite sewage disposal system with certain of its components to be located as follows: 1. disposal field 2' from the property line in lieu of the required 10' setback; 2. disposal field 6' from the residence in lieu of the required 20' setback; 3. septic tank 5' from the residence lieu of the required 10' setback; 4. septic tank 6' from the property line in lieu of the required 10' setback; and 5. disposal field 175' from Lake George in lieu of the required 200' setback; on property located at 276 Cleverdale Road in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, March 18t", 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Lorraine Keis' sewage disposal variance application concerning property located at 276 Cleverdale Road in the Town of Queensbury (Tax Map No.: 226.16-1-43) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this 4t'day of March, 2024,by the following vote: AYES NOES ABSENT: SEPTIC VARIANCE Office Use Only Parmlt #: APPLICATION Permit Fee: $ ftarctwrm Invoice #: 742 Say Rand, Queensbury, NY 12804 P. 518-761-8256 AngM dueensbury net Approvals: Submittal : 1 (one) original & 8 copies of the completed application package "` PLEASE PRINT LEGIBLY CAR TYPE, PLEASE INCLUDE AN EMAIL Section 1• Contact Information: ,-' u r. '' ` • : . y , / Property Owner(s) + _ Agent. Timothy W. 1111a€ E. t�Q r rcc%v% c h Owner's ent: c3 Address: ^' C I cv �.-dra t ew ut Address: 68 Watrervlew Drive zt G ti o4 t ' . V -CG C Ie" +✓-- �'`-t ' Saratoga Springs, NY 'Ic` 866 I Phone #: Corr A'., 451Ss }g 191 :5 l41 CC 1.1s�S4)33oiSLS4 Phone #: 518.703.2480 Email: L.is fh+ K lc S l Yv-►vw% 1 CL-y'" " Email: waleseng@?nycap.rr.com Section 2: Site Information: Site Address: 276 Cleverdale Road Tax lD#: � Directions to Site: NYS Route 91. to Cleverdale Road Section 3• Distance from well on property to septic system (if applicable) (Lake 'Source) feet Section 4• Is it passible to install a conforming septic system on this property? © Yes No If YES, please explain and attach a diagram: Section : Hoes the proposed system meet setback requirements for distance from wells & septic systems on neighboring properties? ©Yes N No If NO, please explain: Lake.Building,Property line setbacks cannot be met Section 6- Is the proposed system to be installed under a parking area? ❑ Yes 0 No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.). Variance for:Lake, Building and proprty line setbacks (see plan) Septic Variance Application Revised December 2021 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 Alan P Wishart Address 278 Clewerdale Road (7 Trout Lily Ln, Granby MA 0101' Tax Map ID 226. 16-1 -42 South Name Mark Haverly Address 272 Cleverdale Road , Queensbury NY 12804 Tax Map ID 225. 16-1 -44 East Name n/a. . . Lake Address Tax Map ID West Name William Keiis Address 3 Northeast Lane, Ballston Lake NY 1201 +6 Tax Map to 226. 16ml1 30 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any Iiabil€ties on the plumbing and septic system located at: 276 Cloverdale Road I/We realize that putting the well, septic tank or leaching system less than the required 1alW feet from the property line/hour may increase the risk of pollution. Owner—Print Name: Owner---Signature: Date: 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: 276 Cloverdale Road 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: gate: 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 is using an Agent: Owners Name: r.3V,=- Designates: Wales Engineering^ as agent regarding the Septic Variance for septic tank and disc Site Address. 276 Cleverdale Road Tax Map #: 226. 1 f- 1 -43 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 Sitp 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: ld- (:7rr- ■ v, �kS �e S OWN ER—SIGNATU RE: 4 / � rrr . DATE: ],] I AGENT—PRINT NAME: Timothy W. Wales P. E . 11 AGENT—SIGNATURE: DATE: 0 '23 Septic VeHence AppEFcation Revised December 2021 C 4-W U O T (u 0 L _(D RLi W R� W U CD Ph- tV � o o cti m y" U } O r- a O � 0 V � c a z M � o H e m n u° cil co f� SEPTIC SYSTEM LIMITATIONS 1. The best designed and installed septic disposal system will eventually fail to function properly without 26 NOTE.' -�`� adequate maintenance. Inadequate septic tank maintenance can result in clogging of the tank and 22616-1-37 - DISPOSAL R£LD MUST BE STAKED OUT AND CHECKED PR/OR TO CONSTRUC7l'ON. sewage back-up into the home and/or sewage overflow onto the ground surface. The failure to - - RESERVE AREA NOT SHOWN DO 70 SIZE CONSZIQA/NTS rw RESERVE AREA FOR periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption FUTURE USE WOULD U77L/ZE THE FAILED POR77ON OF NEW SYSTEM AND REPLACING /N trench by overflowing solids not removed by the septic tank. KIND DUE A0 hHE RESMC77ONS ON THIS PROPERTY. 2. This set of design plans and details is intended to provide subsurface sewage disposal for a typical , - ALL LANDSCAPING REMOVAL SHALL HAVE PR/OR APPROVAL FROM 7N£ OWNER. single family dwelling. No additions involving living or sleeping areas may be added to the dwellings - WATTR SOURCE /S TAKEN FROM T5/E LAKE. without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional 226.16-1-36 well - 7HERE ARE NO KNOWN WELLS W/TH/N 100' OF TL/£ NEW DISPOSAL AREA. NEIGHBORING WA1FR /S SOURCED FROM 7NE LAKE. Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or - PROPOSED FIBER LOG SEDIMENT CONTROL S7RUCTURE TO REMAIN DURING field replacement. 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank o CONS77TUC770N AND UNITt SUFf7CENT SLOPE STAB/UZA170N OCCURS size increased by 250 gallons. C:>- _ _! 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be 280 C/everdcle Rd, drained into the system. 100 S 226. 16-1-41 __ ! 5. The dwelling shall have water saving fixtures, including but not limited to: 2 gpm shower heads, w water use toilets. 281 C/everda% Rd. low EAsting septic tank to be pumped clean w 160' (lake source wtr) --� 6. to Observe water conservation practices. ction shall be 340 �o226. 16-1-34 0 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the -� and removed. ll with Suitable soils I homeowner or a qualified septage hauler. The amount of build-up noted at each inspe__5 recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of and compact in lifts as t0 reduce any I. the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge ` settling `. is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to ••i! house 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 32p two to five years. \ 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, ` I/ tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have II 4 deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be - - _ � 278 C/elverda/e Rd. disposo/ lawn 1 repaired or replaced. 9. Any company employed to clean and service the septic tank and system, must be a permitted _ II _ _ _ _ _ 226 16-1-42 O/�O �► r - fi r 90.09' (lake source wtr) 1 �� septage hauler, with valid standing with the New York State Department of Environmental Conservation office. Septic tanks should not be washed or disinfected after being pumped out. I 10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the II 1 1 d d the se tic tank to be 1 100' __ (I� PERCOLATION TESTS: November 3, 2023 PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 1 (24" DEEP) 2 (24" DEEP) 1 PRESOAK PRESOAK 2 lmin 15sec lmin 45sec 3 lmin 40sec 2min 02sec 4 2min 10sec 2min 10sec 5 2min 01sec 2min 08sec SOIL PROFILE INFORMATION TEST PITS AND PERC TESTS: November 3, 2023 TP-1 0-6" TOPSOIL 6"-19" YELLOW SAND 19"-92" TAN SAND NO WATER, MOTTLING @ 90", ROOTS TO 12" STABILIZED PERCOLATION RATE: 2 minute 20 sec PERFORMED BY JEFF MANCINI AND IBS SEPTIC proper operation of household systems and may cause the s u ge an scum In - discharged into the absorption field, resulting in premature failure. _ I 11. Do not dispose of excess household grease and fat in the septic system. tanks to be (i.e. when sewers are installed to handle ^ I 1 `, II garden 325xO Uft \ ` 12. Whenever septic are abandoned public r' e% .l20 Of \` ' household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse. - �p \ % Rd. 75 330x 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. , L U226.16- arotion 'oo, Sep 14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area. 34032 N dr;ve 15. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. �wtr) �1 335x016. The sewage disposal system is designed for domestic wastewater only, with the design of the )___lawn absorption field on the projected flows. Any use of the dwellings that has a greater discharge of 276 C/everda/e Rd. , wastewater flow than designed will require a redesign of the disposal system by a licensed Professional � 226.16-1-43 326x0 ' (/ake Engineer. E�dt>ing trees to be marked and source wtr) 17. The stamp seal and signature of the design engineer is for the intended use only, and any change I discussed Owner to w 5br 332x0 \ of use invalidates the seal. with prior \`� 338x 170USe o 18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. i 7 A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the \0. \\ 279 C/everdale Rd� � 90 PT1 �4 filter cartridge. `, 226, 0 ; SEPTIC SYSTEM CONSTRUCTION NOTES �, lot � TP1 vacacntnt lot T I 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer `�\ J prior to work, to review the installation details and inspection procedures. of sanitary facilities (septic systems) within 100 feet of a classified i E*100' 2 C/everda/e Rd. A27 bng Disposal qr�i LocafioM. MOW- � 226.16-1- 44 2. There shall be no construction pprox wetland or water body. cooling water, softener backwash or any other drains shall be $"C tank t0 be MMOVeds WP%~pag;;,,e Pit � be _ /ake Source wtr 3. No roof, footing, floor, condensate, connected to the septic sy, �. Any Effluent rruderlal encounbiIr�ed 4. Fill material to be clean, loamy sand, with a stabilized in -place percolation rate to be no less than to Wnped 1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in sM be toyed and disposed of in a proper writing by a licensed Professional Engineer prior to delivery to the site. � Nll stall be placed fillto any I %AN fill house Proposed 5. Piping material specifications: . 60'_ -_ A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of and wn lightly to avoid settling. Attw volds q; VVIY _ _ -Sedim~r�nd Erosion Control 1/4" per foot; B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with all removals then fire n%W sy-stern shall in unit. (fiber 4 Or' equal product) watertight joints, minimum slope of 1/8" per foot; installed. Fill shall tiave a p01IM DM M - !"' C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe on reverse slope to drain into pump pit; C 268 C/everdole Rd. of 2-6 minutes. _ __ - Ex�brlg R@Sldene�@. New Septic: with pressure rated watertight joints, pitched 226. 16-1-45 D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope Proposed Propod Disposal System designed 5 1 /8" per foot; 50 ' 268 Cleverdole Rd. E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per nkwmW C bedrooms 226. 16-1-45 foot, cap all ends. (/ake source wtr) 6. Septic tank specifications: - 3 ROWS, 9 UNITS EACH ROW Proposed 1500 Gallon A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; - 27 TOTAL EL✓EN UNITS 15'06' _ B. Precast concrete tank, dimensions and features as shown; - DISPOSAL FIELD LAYOUT /S CRITICAL Sepbc Tank w� 1�20 top for tr�ipie k�adsy-� C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; TO SETBACK REOU/REMENTS _ 60.23' D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line; - MINIMUM SEPARA77ON Instal Effluent Filter and . E. Free air space above tees to be 3" minimum to top of tank. IMPERWOUS LAYER 48"' TO BOTTOM - r�~w plpi Dose t0 tank F. Where installed, 4" plastic effluent filter cartridge with wooden handle extension to grade. OF DISPOSAL FIELD G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. 226. 16-1-26 266 C/everda% Rd 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. NOTES SETBACK RE-ounEMENTS.• REQUIRED PROPOSED REFERENCE 10 2 DISPOSAL FIELD TO PROPERTY LINE 20' 6' DISPOSAL FIELD TO RESIDENCE 10' 5' SEP77C TANK TO RESIDENCE 10' 6' SEP77C TANK TO PROPERTY LINE 200' 175' DISPOSAL FIELD TO LAKE SEPTIC SYSTEM GENERAL 1. There shall be no change on these plans in advance of, or during construction, without prior written approval of the design engineer. SITE PLAN 2. The workmanship, construction practice, material standards, and inspection requirements shall comply with the latest editions) of the following: A. New York State Department of Health 1'=30' 1. New York Title 10. Department of Health. Chapter II. 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; DUAL COMPARTMENT Distribution BOX 226.16-1-46 MAP REFERENCES: C. Prior to backfill of piping, tanks, pits, well seals, etc.; D. Upon final grading of site. FULL -DEPTH BAFFLE w/PORT (SEE NOTES) 4. Any modifications to the septic system design shall be performed by a licensed Professional 4' INLET PIPE 24" INSPECTION COVER (TYP) I I ' 1 OUTLET PIPE 1/8' / FT. MIN. Engineer. 1//4- y / II SLOPE \` " 5. The installation contractor shall prepare the as -built" sketch which has accurate dimensional I 1 II distances to each of the septic system components, as measured from at least two different physical :,: *BAFFLE (TYP. ` landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be At - _ _ I I - _A A furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of the dwelling. is for thenumber e tic s st em desi ns are typical size requirements 6 The sq P Y g h o f bedrooms listed in the *INLET &OUTLET 4" PVC TEE'S MAY BE USED INSTEAD r�C CONCRETE BAFFLES 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. 5 550 GPD 1,500 34 S.F. 1,750 design charts, and are based on established design flows and preliminary soil percolation rates • DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED determined in the field. The installation contractor shall immediately notify the design engineer of any 'LENGTH' field conditions which deviate from the information as shown on the approved plans. PLAN VIEW NOTES 7. The septic stem designs shown were sized in accordance with the New York State Department of p y g EFFLUENT FILTER Health standards, and local regulatory codes, as applicable. FINISHED GROUND w/ GRADE AccEss COVER 1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION MI?I A GAS DEFLECTION BAFFLE AND A DUAL COMPARTT SEPTIC TANK, OR TWO 8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed �� (SEE NOTES) TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE above) for the recommeded procedures in system operations and maintenance. i/ 1 ��11' \\� %\ \ \\�� . I ,' 4" OUTLET PIPE ABSORPTION AREA (DISPOSAL FIELD ( ). 9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system 4' ILET PIPE 12' COVER MAX. TIC,, 1/8" / FT. MIN. SLOPE -� 2. 3" MINIMUM ELEVA11ON DROP THROUGH STRUCTURE FROM INLET TO OUTLET. in accordance With the Health Department guidelines and/or the limitations listed on this plan, causes 1/4, / FT MITI SLOPE :. .._,.,,,,.. . .:...: ......:. ..... .. 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY to exceed the design flows, or modifies the system in any way. 6" MIN. FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL 10. The home owner shall immediately notify the Health Department if the septic system has failed. -' -'- _ _ - -' BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK 4" INLET PIPE 1/8- / FT. MIN. SLOPE c_ n r 0 WA901 FINISHED GROUND 12' COVER MAX _-_ BAFFLE �I II II 11 EACH OUTLET FITTED 1RTI1 SPEED LEVELERS 1 1/2- THICK ALL SIDES ;. 4' OUTLET PIPET .' 1/8' / FT. MIN. I.SLOPE 4' INL TFT. MIN. 1/8 SLOPE 2' MIN. SUMP AL__ L 4' KNOCKOUTS M/HDPE PIPE SEALS ION BOX, OR EQUAL. If MIN, COARSE SAND OR PEA STONE W" t( t(m r T 17 pUti VIEW NON -TRAFFIC RATED STRI1CTUiE 4' OUTLET PIPE 1/E' / FT. Ill. SLOPE ---� A' OUTLET (TIP-5) GROUT UNUSED OPENDIGS 16 MIN. 18 MIN. f_ 8" , Z_ J 'WALL' 'FLOOR' 6' MIN. CLEAN SAND, PEA �2 TONE. OR WASHED AGGREGATE) S -ECTION A -A SIZE A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. F- UJ = 4. EFFLUENT FILTER,-POLYLOK" BRAND OR SIMILAR PRODUCT TO BE ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN o ? PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOUDS CARRY-OVER, LEADING TO PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE. GAS DEFLECTION BAFFLE (SEE NOTES) ' AVAILdf AS SINGLE COMPARTMENT TANK a AVAILABLE AS DUAL COMPARTMENT TANK TANK CAPACITY 1,000 11Y5p SEPTIC TANK DIMENSIONS TOP FLOOR L0 MANUFACTURER INFORMATION 1,SQ0 MOTH INLET OUTLET HEIGHT WAIL LENGTH . ' 48" FORT MILLER CO., SEAMLESS ' " " 4 4 8'-8 1/2" 5'-�01/2" 4'"9" 4'-6• 5-6 3' 4, 4. 4B" FORT MILLER CO., SEAMLESS " 5_3• 4'-9" 4,_6. 54" " 6. 49" FORT MILLER CO., HEAV1"DUTY ■I.�1 C��� 1O "2 8 1. Mapping taken from Wanes County GIST Tax Maps and limited field measwements and survey mapping provided by the Owner. SEPTIC DESIGN PARAMETERS DESIGN PARAMETERS ELJEN BED SYSTEM: NUMBER OF BEDROOMS: (ACTUAL) 5 DESIGN FLOW RATE: 110 GPD/BDRM TOTAL DESIGN FLOW: 550 GPD APPLICATION RATE: 0.95 GPD/SF PERCOLATION RATE: 2MIN 20 SEC ACTUAL SYSTEM TYPE: ELJEN SYSTEM BED DISPOSAL AREA CALCULATION: (TABLES 5 AND 6 ELJEN DESIGN MANUAL) 550 GPD = 579 SF, 50% RESERVE = 290 SF 0.95 GPD/SF ELJEN GSF PRODUCT, B-STYLE MATS 579 SF/6 SF/LF = 96 LF OF PRODUCT MINIMUM PRODUCT = 25 MATS USE 27 ELJEN MATS TOTAL (3 ROWS OF 9) ELJEN BED LENGTH:38LF TOTAL (36LF OF MATTS W/1' FILL EACH END) ELJEN MIN. BED LENGTH:579SF/38' = 15' WIDTH TOTAL ELJEN LATERAL AREA PROVIDED: 117LF OF ELJEN PRODUCT LATERAL SPACING = 15/3 ROWS = 5' EXISTING SEPTIC TANK: 1000 GALLON REPLACE SEPTIC TANK WITH NEW 1500 GALLON (MIN) CONCRETE TANK ELJEN ABSORPTION BED 1. USE 3 ROWS OF 9 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 4 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: CONSTRUCTION INSPECTION SHALL BE PERFORMED AND MONITORED UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER FOR THE FOLLOWING: - AFTER NEW FILL MATERIAL HAS BEEN PLACED - PERCOLATION TEST OF IN -PLACE FILL - PRIOR TO BACKFILL OF ALL SYSTEM COMPONENTS 12" MIN. '7TT/77T/TlTll�ll/7T/ CLEAN BACKFILL i sammo saw 48" MIN. 12" 1 3'-0' 1 1 4" PERFORATED PIPE NON -WOVEN FILTER FABRIC DO NOT BLOCK HOLES IN PIPE 19" MIN. WASHED MEDIUM TO COARSE CONCRETE SAND UNDISTURBED GROUND L- 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 4 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 DETAIL - TYPICAL GRAVELLESS ELJEN PRODUCT LANDSCAPING: 6" MINIMUM TOPSOIL w/SEED & MULCH 3 ROWS ®9 UNITS = 27 TOTAL JQ1 GRADE TO DRAIN --------_- \ --_--------2XMMlIMUMSLOPE - - - ---- ORIGINAL GRADE �_ � _ W W' * � * * * * -� � * T __ * ------------- - _ _ _ - _ - 4. - I •. a•' = 0' TO 24' BELOW ORIGINAL GRADE in k'. ELJEN GSF PRODUCT (SEE TYPICAL DETAIL -�� ) __....... _ - T3'-�0" 4'-0' SEPARATION: BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA MIN. MIN_ 48' MINIMUM DEPTH TO BOUNDARY CONDITION 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 GRAVELLESS ELJEN PRODUCT N.T.S. 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 LATERALS 4" 1 4' SOLID PVC SDR-35 1/8" / FT. MIN. PERFORATED PVC SDR-35 1/16" / FT. MAX. III -r A A ^ 4 r)r) ..1, norK1 r r)1 1KITY I A MAT-' IFLJ I . I v- I If-� 49 u 0 e R W FA is ac 2 .9 'A E Is Z A Designed ®y TW Drawn IV MCi Checked 9v TW Approved ®Y Filename Project No. 23-285 Project DM 11.3.23 '4ti0� Np�p W 7 Chi Z 0 W V O W Z � Q Co ■kA ZLLI N i w 0 tie 2�'a IIA V � V � gV0 a<Z N Y V C W oC 4- �a Q LL1L LW 3 c ' to i� Z O WALES V e_1 ENGINEERING 68 Waterview Drive, Saratoga Springs, NY 12B66 1510) 581.4D2B Phone/Fax . waleseru@nycw.rr.=n Sheet No. 1 of 1 Drawing No. WE-001