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1.1 1.1 SETPH.VAR\Dubin-Replacement Wastewater System with Absorption Field to Property Line—9-10-18 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF JANE DUBIN AND SCOTT DUBIN RESOLUTION NO.: ,2018 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, Jane Dubin and Scott Dubin have applied to the Local Board of Health for a variance from Chapter 136 to replace their existing wastewater system, with the absorption field of such new system to be located 2' from the property line in lieu of the 10' required setback on property located at 11 Sunset Lane, Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, September 24th, 2018 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Jane Dubin and Scott Dubin's sewage disposal variance application concerning property located at 11 Sunset Lane, Queensbury (Tax Map No.: 226.19-2-5, -12) 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' of the applicant's property as required by law. Duly adopted this 10ffi day of September, 2018,by the following vote: AYES NOES ABSENT: SEWER\Dubin—Replacement Wastewater System with Absorption Field to Property Line—9-24-18 NOTICE OF PUBLIC HEARING IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON MONDAY, SEPTEMBER 24TH, 2018 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY JANE DUBIN AND SCOTT DUBIN FOR A SEWAGE DISPOSAL VARIANCE TO ALLOW REPLACEMENT OF THEIR EXISTING WASTEWATER SYSTEM WITH THE ABSORPTION FIELD OF SUCH NEW SYSTEM TO BE LOCATED 2' FROM THE PROPERTY LINE INSTEAD OF THE REQUIRED 10' SETBACK ON PROPERTY LOCATED AT 11 SUNSET LANE, QUEENSBURY, (TAX MAP NO.: 226.19-2-5, -12). AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD. PUBLICATION DATE: SEPTEMBER ,2018 CAROLINE H.BARBER TOWN CLERK TOWN OF QUEENSBURY ENVIRONMENTAL DESIGN Oct) PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065 (P)518.371.7621 (F)518.371.9540 ecipllp.com August 30, 2018 Town of Queensbury Board of Health 742 Bay Road Queensbury, NY 12804 Attn: John Strough,Supervisor Re: Dubin Residence- 11 Sunset Lane BOH Variance Request Dear John: Submitted for your distribution and review are nine sets of a Board of Health wastewater system variance application for a single-family residence located at 11 Sunset Lane. The Dubin Family property is proposing to replace their existing wastewater system and are requesting a Board of Health variance for relief from certain setback requirements. The application documents include the following: • Proposed Wastewater Improvements For The Dubin Residence Sheet WW-1 Proposed Wastewater Improvements Sheet WW-2 Existing Conditions Sheet WW-3 Details • Queensbury Town Board of Health Application for Septic Variance • Application Fee -$100 check I am available to meet with you and/or other Board members to further discuss this proposal prior to the public hearing. Thank you for your consideration of this request. Sincerely, Dennis MncElroy Dennis MacElroy, PE Environmental Design Partnership Attachment Cc: Dave Hatin Scott Dubin,Jane Dubin t � - SEPTIC VARIANCE Office Use Only Received: APPLICATION Permit#: TAM of l Permit Fee: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.ciueensbury.net Invoice#: Approvals: Submittal: i original &8 copies of the completed application package - Property Owner's): VGd 1 r 1 1 1t'� Owner's Agent:'-�1 )eV-kV.%'%— JA,N Et�t Address: Address: L At.s-e�crEV t u Tr NU_1-50 hl`f �ZBo I Phone#: Phone#: Site Address: _nLA34'5�1 L_06q4"1:F— Tax 1D#: Directions to Site:l'r.9 L 'To A-.-> 1 Distance from well on property to septic system(if applicable) IZO feet — =. tr IEy� Ti�K Is it possible to install a conforming septic system on this property? Yes _�No if YES,please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? v Yes No If NO,please explain: Is the proposed system to be installed under a parking area? Yes No 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.): ®I 1 �t'R�eT2�i'► -t FA E1 'To Septic Variance Application February 2018 List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax map numbers from the Assessor's Office as well as the names and addresses: North Name W I"-IAtAl 75"L LAVA1, 4 Address - �Ac�r► '��C�CL E fit.►. 1e1� �,co'�-� �' 1ZEY4' Tax Map ID z21c,_k9 - — 10 South Name uxr LLG Address !ffMTAA�c�TT -- i 2 �,. �'t- CAR-�+dt�•( Cam- o49oZ4 Tax Map ID Z?j"j.©-J - 1 -�� East Name 'Pd trfT-7 �-�'1' L_L.G Address �i'S ALZ , % t A Cm }-�-/�r2'�l'htl�iorL, N.J. C57fo` O Tax Map ID ZZ�• l`T -Z- Z West Name ��e'STT �rZbl..>✓. T-tut�T Address �Z E �y r C�-'i2t�►y�Ij4tl_c�r1 ��1�0�1 l fi(`( Tax Map ID OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 11 -75 w-4-v'E i LAKS I/We realize that putting the well,septic tank or leaching system less than the required L feet from the b_rS—i25_Y L_t1 may increase the risk of pollution.Owner—Print Name: V Dv s it) Date: 8/2*// /$ Owner—Signature: Date: ZF /8- 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 septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: Date: Neighbor/Tenant-Signature: Date: Septic Variance Application February 2018 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: Owner's Name: `40 e- Lv �� Designates: r'i as agent regarding the Septic Variance for Tax Map#: ZZCo. 19—Z— 2.*- — \a OWNER'S SIGNATURE: DATE:�� 4 U — 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. Officiatial 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: JR- �)V/Z^) OWNER—SIGNATURE: / DATE: eLn L19 AGENT—PRINT NAME: --K{,G inn, DO e dn­( AGENT—SIGNATURE'tl%(V41-177> DATE: ff5-291�e5 Septic Variance Application February 2018 SOILS ANAL YS/S. TEST Pl TS WERE EXCA VA TED ON THE PROPERTY OF THE DUBIN RESIDENCE AT 11 SUNSET LANE IN THE TOWN OF QUEENSBUR Y JUNE 29, 2018. THE SOILS INV \ `PURPOSE O ES T/GA F THE So TION WAS TO DETERMINE THE P O TEN TlA L FOR A REPLACEMENT WA S TE WA TER SYSTEM TO SERVE THE RESIDENCE. THE TES T PI TS WERE EXCA VA TED B Y FRED SMI TH EXCA VA TI N G AND OBSERVED AND LOGGED BY DENNIS MA CELRO Y, PE. :hit v ... a; TP ,# 1 - REAR AREA ALONGSIDE NEIGHBORS RETAINING WALL t4 SOUTH END ......... ..::.' :.... O" - 4 ORGANIC MA TER/A L/TOPSOI L XA . ...o... 4" - 18" LOAMY SAND :...;.::._ :....:..._ _. 18"- 42" FINE SAND TO SI L T Y CL A Y GRA Y N C EVIDENCE OF MO TTLING IN GRAYISH SOILS -22"-+-/- NO GROUND WA TER OBSERVED L C TP # 2 - SOUTH END OF RETAINING WALL N C Z r C) 0" - 6" ORGANIC MA TER/A L/TOPSOIL 6" - 36" LOAMY SAND TO SANDY SILT " C� 36"- 5 7" SANDY SlL T D oDL W WELL N 0 N ASP 'AL T G(JT WV W - WATER SEEPS AT 48" PONDING AT TRENCH BOTTOM CL TER - NO LEDGE, WATER SEEPS AT 48" ASPHALT - t W Q J� NE V SOIL DA THE FOLL O WING PERCOLATION TESTS WERE WV F- PERFORMED ON JUL Y 31, 2018 AND WERE A SPHA LT . W OBSERVED BY EN V/RONMEN TA L DESIGN -----_ PARTNERSHIP, LLP: 80.,001 ASPHALT z PT 1 w 0" - 1" WELL TOPSOIL 35.�� w Z 1" - 14 PPMEDIUM SAND SOME COBBLE EC K z M SLOWEST PERCOLATION RATE.- 13.5 M/N I N w _ W j O w O 1 ELEC TRI C o OU) co -o PT 2 O 0" - 2" TOPSOIL o OUTLET ,A 0 0 w LLJ c� 2" - 12" MEDIUM SA TURA TED SAND �' �,• F- . 1 SLOWEST PERCOLATION RA TE. 35. 7 MlN IN LANDS N F SCO TT I E. HUNTw 8c w � >- CAROLE C. HUN T O W(/) z Iji o� L. 5029 P. 313 O O V MUNICIPAL CN O Z p D AL WA TER �v O z o m SUPPLY � O 1 STORY �� DECK WO l� D (1) > O °D W w (n Z FRAM J JJ w w W I- Z E W 0 p Q W S BUILDING C�o Q 0 0 . . Z � w LANDS N F SHARON A. uj W Q W� O N BELL ADAMO U) Cn c O O L. 5029 P. 313 1 � LAKE WATER SUPPLY ZWF- C) C VON- W IL - L CL o PARCEL � cc) z u 3 DEED REFERENCE 1 v� Z AREA PORCH = 8,o0o SQ. Fr. � Cn z a W CL LL o 0 N82*48900>,w DRAWN BY NLZ OWN 80.00 CHECK BY DM • 48 0 w EDP PROJECT NUMBER XXX _ �� E AL MWA VON TN DOCUA/ TS IN WAY, NL� 35.0 E UNDER 7HE DIRECT SUPERNSIAN OF A CaWPARA ONAL, (I.E.) ENGINEER FAR AN ENGIM NDSCAPE ARCHITECT FOR A LANDSCAPE ARQH/TECT RVEYOR FOR A SURVEYOR. IS A WOLA77ON OF THE A 1 S TOR Y 5 0 0 TREE/ K STATE EDUCAnav LAW AND/OR REGULA77ONS ANC WOOD USHE A CLASS"A" MISDEMEANOR FRAME o REVISION DATE I BUILDING 11 & �0 SUBMITTAL TO BOARD OF HEALTH 08/29/18 � DEC PT 1 T SHED LEGEND J TREE/ BUSHES p D CA TCH BASIN LANDS N/FF ASSEMBLY POINT REALTY, LL C CHAIN LINK FENCE L.4981 P. 299 M WATER VALVE LAKE WA TER SUPPLY V N PT W OVERHEAD WIRES LICENSE NAME OF vy4z�' HYDRANT TP #2 PROFESSIONAL BUILDING PARCEL 2 ® WELL DEED REFERENCE 1 SHED S AREA = 105,291 SQ. f \\MANHOLE FT. U)n- ® RETAINING WALL = 2.42E ACRES c 00 n TENNIS COUR T rq O �O r \ J• l \ f BENCHMARK NAIL o ELEV.=500.5' SCALE: LANDS N/F CHARLES if l� FRI NK 8c MARK A NN FR/NK 1 =20 0 L. 1280 P. 94 1 LAKE WA TER SUPPL Y NOT FOR CONSTRUCTION N81• „ 22 00 w SHEET TITLE.. 172. ;77# EXISTING CONDITIONS LANDS N F FRANK SHEET: PEROTTA L. 3169 P. GRAPHIC SCALE 193 20 15 10 5 0 20 40 80 (IN FEET) 1 INCH = 20 FT. + p<O N a� FILL SYSTEMS STANDAR NOTES. , ;+ k; �.• +"•.:,.. A IN THIS CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION, OR SOIL PERCOLATION :,:�.w TESTS PROVE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN t. �► INSTALLATION, A FILL SYSTEM BAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS : ARE MET FINAL APPROVAL OF FILL SYSTEMS SHALL NOT BE GRANTED UNTIL THE FILL IS IN '+: K PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE PROVISIONS OF THIS N, y .. ORDINANCE. K+ B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING �._•...� ,....y'L SPECIFICATIONS: ..!� ;:'.••..,.. . .: 1. THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL (THREE (3) FEET WITHIN 100 FT OF LAKE GEORGE) OVER AN IMPERVIOUS LAYER. 2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP •. .'.. SYSTEMS SHALL BE TEN 10 PERCENT. c 3. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS, �'`:;•......-:,..:::: .- �...•,., ANDTHE OTHER PLANTNATURAL SOIL FORMS, SHAPLOWED ORLL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND FUSION CONTROL PANEL CONTRACTOR/INSTALLER :, ..... MUST READ & FOLLOW INSTRUCTIONS SCARIFIED. ..... ADM ....................................................................... INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED . ....................... & PROCEDURES CONTAINED 00 ur� 4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND OR WELL GRADED LOAMY ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL SERVICE wwa •... ..........•-•....._..... IN CLARUS INSTALLATION MANUAL. TO FUSION PANEL. INSTALL A GROUND FAULT u� N SANDY GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR .•.....---•.....--•...-•.......•... �� INTERRUPTER (GFI) EXTERIOR OUTLET INSIDE THE RISER �, 00 CLAYS CONTAINING NO ORGANIC DEBRIS OR NO SOLID OBJECT LARGER THAN THREE 3 ""` a -••--".."""`r .. _._.••....___.DWELLING.. _ WHERE THE COMPRESSOR IS LOCATED. INSULATE TOP OF UNIT W/ "� !"� r aeaws INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT ., RIGID FOAM INSULATION. u� 0 LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. ........... ............. , DO NOT INSTALL UNDER DRIPLINE OF ROOF R-8 PROTECTION REQUIRED UKComm PM C� w �:;:::.....::::____:__.......................................................:_..........:' INSTALL TUFTITE BOX MINIMUM. EXTEND RIGID L N w 5. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3) FEET BETWEENr ON STONE PAD, TO PROMOTE INSULATION 12 BEYOND 1 ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST z DRAINAGE AWAY FROM COMPRESSOR TANK ON ALL SIDES N BE THREE (3) FEET WITHIN 1000 FEET OF LAKE GEORGE. _ m AIR COMPRESSOR 6. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS �...,�.,.� INSULATED LID TYP. tii.......Z.....++..�..M....+ ..........�...�......�..�,M.�......ate....+....; 7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE r 24"x 18"x s» THICK STONE PAD INSTALL THE FUSION WITH 0 r UP-SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVER SURFACE AND SHEET WATER ,: ONE 6-INCH RISER TO BRING RUNOFF AROUND THE FILL SYSTEM. THE LIDS TO GRADE. TYP. CD �:• AIR ONES TO FUSION N 8. THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO 3/4~0 SCD 40 PVC a APPLY TWO BEADS OF SILICONE SEALANT OR APPROVED EQUAL ALLOW NATURAL SURFACE RUNOFF, AND SEEDED. APPF WN � FULLY AROUND EACH RISER SECTION PRIOR Q 9. ID SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) CLEANOUT TO SECURING WITH SUPPLIED SCREWS. TYP. _ Q VERTICAL ON THREE (3) HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY TO DRAIN FIELD ENGINEER BUILDING �f 0 SUITABLE GRANULAR MATERIAL SHALL TUFTITE BOX Q SEWER LINE �'` �:' ' BE PLACED ON THE SIDES OF THE PLAN MEW AIR LINES TO FUSION 3/4"0 SCD 40 PVC '�� ' FUSION UNIT TO BRING THE OR APPROVED EQUAL FUSION TREATMENT UNIT \\\� :r SURROUNDING GROUND TO GRADE. TUFTITE BOX PLACED CONCRETE ANCHORING AS SHOWN WHEN ON STONE PAD, TO \`�•�� --- ---- - -- - --- `�� :`:' PROMOTE DRAINAGE AWAY FUSION VENTS THROUGH HOUSE VENT. IF HOUSE' : .�, ` REQUIRED IN HIGH WATER TABLE AREAS. ;..., FROM COMPRESSOR. DO NOT VENT IS NOT IN PLACE OR EXISTING VENT SYSTEM \ SEE FUSION OWNER'S MANUAL FOR MORE INSTALL UNDER DRIPLINE OF DOES NOT MEET THE BUILDING CODE AND THE FUSION ''. `\ ' INFORMATION. CONSULT SPECIFYING Rom. W :� ENGINEER FOR REQUIREMENTS j F. MANUFATURER'S RECOMMENDATION & REQUIREMENTS, ���::�:.: \�.�'\.:.. Q REMENT'S AIR COMPRESSOR PATIO BLoacs A SEPARATE VENT MUST BE INSTALLED TANK EXCAVATION SHALL EXTEND 12-18"LONGER AND CAPILLARY AIR LINES 1 6' FUSION SHALL BE PLACED ON 6"LAYER OF WASHED WIDER THAN TANK. To CONTROL PANEL z STONE PAD W BROKEN STONE (1/4 - 1/2 "0) 0 LEVELED TO FUSION 450 TANK AIR LINES TO FUSION. WITHIN 1/8-INCH SIDE TO SIDE AND END TO END. MEASURES 85"L x 44" x 62'H 3/4"0 SCD 40 PVC 2' 12' 2' OR APPROVED EQUAL a 4 PERFORATED PVC LATERALS U) D Ww FINAL GRADE 3 �— 6" MIN COVER NON-WOVEN FABRIC NOT TO SCALE 3 (0 0 TOPSOIL AND SEED NOTES w o� 3'10 CONTROL PANEL: THE CONTROL PANEL r0 30 FRAME AND COVER To BE SHALL BE A TIME-DOSE PANEL BY S.J.E. z HEAVY DUTY PLASTIC FRAME AND PRECAST PLASTIC -_ 00 COVER ASSEMBLY BY ZELLER RISER BY ZOELLER RHOMBUS, MODEL IFS, FOR A DUPLEX 4 a ° q q J OREQUALOR EQUAL AS PUMP ASSEMBLY. THE PANEL SHALL BE 4 /4 a -� 4 q -- NECESSARY LOCATED WITHIN A MECHANICAL ROOM tV q FIX FLOAT BRACKET Z SPACE OF THE HOUSE IN COORDINATION Q (� • 4 q J v .. / -� 4 TO TOP OF TANK OR Z 4 4 / 4•. 4' ° 4 _ RISER SECTION. WITH THE OWNER. . . z L4_1' W 12' D 0 W ... .• .. ... . . . ,. •. . • ••• PRECAST CO r -_ :•' :•a. .. NCRETE 0 �. — CHAMBER (1000 GAL 0 SEPTIC TANK) W/ 30" OPENING �,■.. WPUMP Z • TIMER OPTIONAL BY EUTOPIA ENTERPRISES OR EQUAL 1 W O J OVERRIDE GUIDE RAIL ;d �; -- SYSTEM Z z BY CONERY FLEXIBLE BOOT Z -' 0 w W ALARM TYPE CONNECTOR (TYP) 00 FLOAT-� FMANUFACTURING .. MIN VERT. — AOBE TO CONTROL PANEL 0 3 o Lo� AT HOUSE r SEPARATION TO _ �;� SILT FENCE GENERAL NOTES: GROUNDWATER OR LL 0 ROCK Q °a•�• TO CLASS TANK x ON 4 PVC AT % MIN. 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE 10 FT. 1 PREFERRED, TO PROVIDE ADEQUATE DRAWN BY DISCONNECT AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. NLZ 12" THICK WASHED EXISTING RETAINING -- Y4 TURN BALL VALVE DRAIN BACK 4" 2. POSTS MAY BE 1 25"x1.25" MINIMUM HARDWOOD TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD OR CHECK BY DM CRUSHED STONE BED WALL (BY OTHERS) VALVE FOR COLD CLIMATES STEEL 'T OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL'. EDP PROJECT NUMBER XXX AND SEASONAL APPLICATIONS 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING AND MAY OR MAY ) E AL TO 1 �" STONE) � F NOT HAVE MESH REINFORCEMENT. TERAnav OF n•IesE MEN75 IN ANY WAY. uN II SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR OrvE UNDER 7HE DIRECT SUPERVISION OF A COMPARABLE R ADDED SUPPORT R�Ess�►ONAL. Q.E.) ENGINEER FOR AN ENGINEER.REFER TO FILL SYSTEM FLOW - •� 1 " ': III ( ( (- TO PREVENT COLLAPSE. DSCAPE ARCH17ECT FOR A LANDSCAPE ARGHN7E`CT OR STANDARD RWMR FOR A SURWMR, IS A KOLA nON OF 7HE NEW NOTES FOR _._,_ 0 I— BALL CHECK VALVE 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED STATE EDUGA770N LAW AND/OR REGULAnOINS AND IS FILL SPECIFICATIONS TO DISTRIBUTION Box :•,. ::� WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. A`Lass-A- MISDEuEANOR I_ 1-1/2"" PVC III= 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FEN CE PLACED ON A SLOPE ARE: REVISION DATE BY 1 1/2" PVC FORCE MAIN =I I SCH=-40 °r III • TIMER :t,. I SLOPE MAXIMUM suBMmrAL To BOARD of HEALTH 08/29/18 DM ENABLER II II _I _- STEEPNESS LENGTH (ft,� ' j FLOAT +• CRUSH ED STONE BACKFILL TO 2�1 25 III I SPRINGLINE OF PIPE (TYP.) 3:1 50 I _ II III4:175 - ZABSORPTION TRENCH SECTION A�A SUBMERSIBLE DUPLEX 5:1 OR FLATTER 100 3 NOT TO SCALE EFFLUENT PUMPS; 6" MIN CRUSHED STONE ( I I MODEL 3885 BY GOULDS ' I LEVELING FOUNDATION III I I NOTE: 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED )/ ACRE PER R 100 FEET OF FENCE, PUMP S OR APPROVED EQUAL I ( ALL PIPE CONNECTIONS TO USE WITH MAXIMUM PONDING DEPTH DF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET PRESSURE FITTINGS II I IIIUNDISTURBED,SUBGRADE- I I EROSION, AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. I III I . i 11 T III III I I (- 7. MEASURES SHALL B E INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5 OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED.Q IRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. SILT FENCE 5' MIN (10' PREFERRED) 7 ---�-•� 4 0 0 0 - 0 0 LICENSE NAME OF IIn n 3 NOT TO SCALE rn HARDWOOD 4 POST PROFESSIONAL 8 w n_ UNDISTURBED c U) GROUND # 0D SEDIMENT o �- ONTAINMENT N AREA FINISHED GRADE SLOPE 0 - o+ L I 0 op c NOTES: 1 i 3 c� 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR Z REMOVABLE COVER EQUIVALENT. PLAN """" x 1.25 (2 x 2 NOM. FOR WIRE MESH BACK)* �' • a � •' 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. 1.25 A HARDWOOD POST 3. THE SLOPE OF TEE OUTLET PIPES BETWEEN THE DISTRIBUTION BOX * \ BAFFLE AND THE DISTRIBUTOR LATERALS SHOULD BE 1/8" PER FOOT. OR STEELT" OR U SECTION POSTS (1 lb/If MIN.) Ole WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) \�, \ d INVERT ELEV. 4. CONTRACTOR TO USE SPEED LEVELERS TO EQUALIZE FLOW. SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES \..........."'•-•"•`.........�����• d SEDIMENT SCALE: = d I� 2" MIN. • CONTAINMENT ARE +' ..N5' TS MIN (10' PREFER D) A SILT FENCE INSTALLATION NOES: �\ OUTLET / z� 3 1. GEOTEXTILE FABRIC AND WOVEN i WIREMESH TO BE FASTENED SCURELY \ �% \\ TOE OF z SLOPE NOT FOR c ' TO FENCE POSTS WITH WIRE TITS OR ��\ \ �� UNDISTURBED z a STAPLES. %\\ \ o N GROUND 5 CONSTRUCTION d 2. FILTER CLOTH TO BE FASTENED FLOW 0 A Z 1-1/2„ SECURELY TO WOVEN WIRE FENCE WOVEN WIRE MESH WITH TIES SPACES EVERY 24 1T TOP RENFORCEMENT (IF �.� \ / �. SHEET TITLE: ...,CLEAN SAND' OR F'EA GRAVEL AND MID SECTION. NECESSARY MIN. 14 /� \\ \ \•�\\` ' 3. WHEN TWO IONS OF FILTEF CLOTH GAUGE WITH MAX. 6" RETAIN EXISTING �� \ �-' VEGETATION, IF Go z ADJOIN EACH OTHER THEY SHAL BE .� OPENING \/ OVERLAPPED BY SIX INCHES, FILDED POSSIBLE % a ' AND STAPLED. DETAILS >- 4. MAINTENANCE SHALL BE PERFF(RMED EXCAVATE TRENCH, BURY SILT FENCE FABRIC _j AS NEEDED AND MATERIAL REMIVED AND BACKFILL/COMPACT EXCAVATED EARTH z WHEN "BULGES" DEVELOP IN TIE SILT 4» .� y 2 #1 DISTRIBUTION BOX FENCE. SECTION a .001 3 NOT TO SCALE SHEET: na 5 y Z W NOT TO 3 SCALE W G z W GC Q 3 c�