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SEP-0036-2024 1" SEPTIC VARIANCE Office Use Only ', Permit#: P-005 ko• le L- APPLICATION Permit Fee:$ '1 lo.5 Town of Qgcrnsburp Invoice#: 690 b 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Approvals: i- Ok& 5- 20 73 Submittal: 1 (one) original & 8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: fi ==:0i Daureen and Dan Bennett RU Holmes Engineers, PLLC Property Owner(s): �y N Owner s Agent: Address: 35 Burgoyne Ave. -=1 \ o `7,Address: 12 E. Washington St. ce iiy'Address: Lake George, NY 12845 „ ' a, `_` Glens Falls, NY 12801 Phone#: 518-744-8128 ` \tione#: 518-792-2907 Email: dbennett13@nycap.rr.com ` 41E'mail: tjarrett@ruhengineers.com Section 2:. 4 ' Site Information:. Site Address: 88 Seelye Rd. Tax ID#: 227.17-2-15 Directions to Site: Section 3: Distance from well on property to septic system (if applicable) water cupplie I by T.nice feet Section 4:. Is it possible to install a conforming septic system on this property? ❑ Yes ❑■ 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 ❑■ 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.): See Sheet WW1 in drawing package 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 Thomas Ziehnert Address 86 Seelye Rd Tax Map ID 227.17-2-17 South Name Katherine Standbridge Address 92 Seelye Rd Tax Map ID 227.17-2-13 East Name Carleton Mahony Address 87 Seelye Rd Tax Map ID 227.17-1-36 West Name Rowlandson Revocable trust Address 90 Seelye Rd Tax Map ID 227.17-2-14 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 88 Seelye Rd. . I/We realize that putting the well, septic tank or leaching system less than the required 100 feet from the lake may increase the risk of pollution. Owner—Print Name: Daureen and Dan Bennett Owner—Signature: L1,Uf crt Cn A Date: 1 ILlad 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 is using an Agent: Owner's Name: Daureen and Dan Bennett Designates: RU Holmes Engineers, PLLC as agent regarding the Septic Variance for Site Address: 88 Seelye Rd Tax Map#: 227.17-2-15 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: Daureen and Dan Bennett OWNER—SIGNATURE: [t►l,l..ca� 1\tAv...i DATE: L l6Ia AGENT—PRINT NAME: H. Thomas J rrett, P.E. AGENT—SIGNATURE: DATE: 1/19/2024 Septic Variance Application Revised December 2021 ii PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 inch=40 feet c. Location & dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e. Physical features (street, steep slopes, lakes, wetlands, etc.) f. Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: �"� .�j ( ter' i i' ,a to\ -•ll f c. Y.td 5 ] n . n +Bc J r Ic'y / 7 ').. 1,.. r I ' +.t ' 0Cw:+e raavvw. %., 7 ' 7 4 JJJ 'i�'�' . r Kta > Y � +ust. ! .r% A two• 6 # prI t'Y it'; IV z fr s�� f` '"�" c.�-.sty 4 ratt4o1�, 1 f E R7 �: TCwmettOt- i NGtfetOt.LtP ri-i . .ttz ... -- ii ..>,2( 'tlicttak 1 a I Septic Variance Application Revised December 2021 KEATING , BENNETT & STANDRIDGE W �5} w s=F REPLACEMENT HOLDING TANK < }F 88 SEELYE RD. 4= sd TOWN OF QUEENSBURY, NEW YORK J m 1 �=o =a z �4e W F�� z�=0 a w=< LL � � 0 4z� 0 W � ID c 3 / 1 Kalfsklll > � p W tza O LU Rockhu $ SITE LOCATION (j as aaa �ru npi y�c �p z. l LAKE w, GEORGE ❑ s 3„ RESIDENCES SERVED T"a`t'' pR °i"°•""� � POTABLE WATER BY LAKE � umn N SITE LOCATION - e m.Alun {3'1e Z uw�r CAIAZZO,DAUREEN Q 88 SEELYE ROAD W , �+- TAX ID#:227.17-2-15 w LOION PLAN z �Q SCALCATE N.T.S. POTABLE WATER y DISTRIBUTION BOX Q Z O C (FROM LAKE GEORGE) U)—O} c U)C,Q RESIDENCES SERVED .n J W iF...„� ' N POTABLE WATER BY LAKE LAKE GEORGE 0 CC Z EXIST ING W Z Z W p0 w LAKE SOURCE POTABLE WELL : Z W Y Z /� WATER LINES(TYP.) m W m W N w 0 z C i`1 d LEGEND: ,; Po LLJ Lu !J " Z EXISTIN G90 Y i0 0, LINE TYPE: WELL = Z EXISTING STRUCTURES/OBJECTS/UTILITIES SURVEYED AND OR FIELD VERIFIED: EXISTING STRUCTURES/OBJECTS/UTILITIES N OT VERIFIED BY SURVEY OR ----- ---- - - -- -- "' RESIDENCES SERVED BY WELLS(OVER 100'FROM HOLDING TANK) FIELD DOCUMENTATION: PROPOSED STRUCTURES/OBJECTS/ UTILITIES: PROPERTY LINE: --—-- SHORELINE/STREAM: COVER SWALE: — — — SITE SETTING PLAN GRAPHIC SCALE SYMBOLS/ABBREVIATIONS: oo' 0 30' so' lza �J SCALE:SEE GRAPHIC SCALE POTABLE WATER PW (IN FEET) C GRAVITY SANITARY SEWER SA-G PRESSURE SANITARY SEWER SA-FM PRO#23-074 /� C SHEET.1 OF 5 REVISION INDICATOR: SUB{NDCATOR: 13 227.17-2-15 SEP-0036�2024 PLOTTED: 01-15-2412:00 PM TEST HOLE: TP# POND INDICATOR: 1p PERCOLATION TEST: PT# REACH INDICATOR: Bennett, Daureen .�U.Hp V:NEW 0 1R NOTE:G-1 NOTE# See NOTE REFERENCE TAG: 88 Seelye �� SEE IRA N #FOR NOTE DETAIL# Septic Variance/Alteration 2 b DETAIL REFERENCE TAG: 1 FUp N0.052026*4i Dl SEE DRAWING#FOR DETAIL ROFESSIO� ROBERT U.HOLMES,II SECTION CUT DIRECTION NOT FOR CONSTRUCTION x RE #062U26 SECTION LETTER COPYRIGHTO 2023 SECTION REFERENCE TAG: SEE DRAWING# FOR SECTION ,3rn..c-�_�_ncry,a Sorvawro�. GENERAL NOTES a G-1)AERIAL IMAGE TAKEN FROM GOOGLE EARTH;DATED:MAY 12TH 2O18,NOT AN ACTUAL SURVEY. H > o G-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY =LL 4 NEW YORK(1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS,LOCATION AND w -,'E ELEVATION,PRIOR w _I TO INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED Q �� APPROXIMATE LOCATION OF PROPERTY LINE TO THE OWNER OR ENGINEER IMMEDIATELY.NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE id i NOT AS INDICATED. w G-3)EXISTING STRUCTURES TO BE TAKEN OUT OF SERVICE SHALL BE REMOVED FROM THE SITE FOR Q DISPOSAL AT A PERMITTED FACILITY,OR ABANDONED IN PLACE AND FILLED WITH INERT MATERIAL,AS 3: 2 d WARRANTED,PRACTICAL,AND/OR CrAS ORDERED BY OWNER. O G-4)ALL 50 URCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE PLUMBED INTO THE } K c PROPOSED WASTEWATER SYSTEM;CONTACT ENGINEER FOR GUIDANCE AS REQUIRED. � NCa O _s DJ � - aaa < as w _ CE N _- � Q =N O � 2 BEDROOM RESIDENCE 4 Y APPROXIMATE LOCATION Of EXISTING HOLDING TANKS) U r TO BE REMOVED _, w Z APPROXIMATE LOCATION OF EXISTING POTABLE WATER LINE Q (SEASONAL) LL Wtm � N z EXISTING LAKE SOURCE ��r DISTRIBUTION 80X Q z O C ^O n—JO� N O m z rn Li LLJ EXISTING TREE TO BE Z W �/� REMOVED IF NECESSARY "'' W Z ED W �w W W = 'TO CLOSEST WELL U C .6 C - w c g w -® U LLJ Z , EXISTING TREE TO REMAIN O Z 2 ti N N uyf EXISTING GRAPHIC SCALE Ian IX71117 CONDITIONS o' o s 10' zo' CONDITIONS c SCALE:SEE GRAPHIC SCALE (IN FEET PRO#23-074 SHEET:2 OF 5 PLOTTED: 01-15-24 12:00 PM of NEWJ, U,H �R� y O '#F NO.082026 LAROFE8810�Pr ROBERT U.HOLMES,II P.E.#082026 NOT FOR CONSTRUCTION a°...R`G�Th. 1 ' N T GENERAL WASTEWATER NOTES a G 1 CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEM(5L ETC.SHALL BE IN CONFORMANCE W WITH APPLICABLE NYSDEC,NYS DEPT.OF HEALTH,AND LOCAL COUNTY/TOWN STANDARDS,AS WELL AS DETAILS w `eF t T /SPECS ON THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO ¢ CONSTRUCTION, G-21NSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN ¢ GARBAGE GRINDERS,OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. w <� G-3 POTABLE WATER LINES ARE ABOVE GROUND,EXCEPT FOR THE CONNECTION TO THE CAMP. G-4 CONTACT OWNER REGARDING EXISTING BURIED WATER AND WASTEWATER LINES. 0C m=� 0 PIPING ° 0 x z P-1)ALL GRAVITY SEWER PIPE&FITTINGS SHALL BE PVC SDR 26 OR 3S(SEE PLANS),ASTM D3034;OR HEDE w SDR 17,ASTM D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNI-BELL w 1q. J 4yx -- - "HANDBOOK OF PVC PIPE,DESIGN,AND INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. O oos w z•., S1p' ,Y P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USEC WITH PROJECT PIPING O P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES(I.E. 00 NO LOW OR HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER,GRAVITY SEWER w U) c" �F SHALL BE LAID AT THE FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS:RAW z o= 0 3 gym : SEWAGE:4"@ 2%,6"@ 1%;SETTLED SEWAGE(EFFLUENT):4"AND 6"@ O.S%±,ALL SEWER SHALL BE O U) p LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. w w °,3 O m P-4)FORCE MAIN SHALL BE HDPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM R- H z" D2241,100 PSI MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE _ w MANUFACTURER'S RECOMMENDATIONS.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST m BLOCKED TO PREVENT MOVEMENT.FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED - METHOD. P-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT(HEAT)FUSION PROCESS,ANDIOINING a a a a EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION w FITTINGS MAYBE USED. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE ¢ y - USED FOR APPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH 15 IMPORTANT.MECHANICAL 4 JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS,TRANSITIONS FITTINGS,AND SOME MECHANICAL COUPLINGS MAYBE USED TO MECHANICALLY CONNECT HDPE PIPE.REFER TO � Q MANUFACTURES RECOMMENDATIONS. w 2 P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS,OR OTHER APPROVED Q £ f METHOD,IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.MECHANICAL101NT o ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE,IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. P-7)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH 0 EXISTING 2 BEDROOM RESIDENCE CURVE,AS RECOMMENDED BY THE MANUFACTURER. U VARIANCE#3: HORIZONTAL SETBACK FROM _j w HOLDIN6 TANK TO PROPERTY LINE10, �� �J Z 6•± MIN. W z HEAVY DUTY HOLDING TANKS 1 4„wr W Q C 2,000 GALLONS TOTAL CAPACITY D1 GI Q� >0 c 2 PROPOSED 4" PVC GRAVITY DI 06O Z << W P LU 3 SEWERCLEANOUr DESIGN INFORMATION: Lu Z w m H u Dl DESIGN BASIS: WL WZ vl z 1 ENVIRONM ENTAIL CONTROLS NEW YORK STATE DEPARTMENT OF HEALTH mW C ECS �i., TOWN OF QUEENSBURY CD W LU w v O Z � atl S HOLDING TANK SIZING CRITERIA: Z O '� > �=r" 2 BEDROOMS U Qd W MINIMUM HOLDING TANK CAPACITY: W 'O U >� QUEENSBURY MINIMUM FOR 2 BEDROOM:3,000 GALLONS Y NYSDOH:MIN.5 DAYS DESIGN FLOW OR 1,000 GAL.,WHICHEVER IS GREATER Z THEREFORE,220 GAL./DAY x 5 DAYS=1,100 GAL. h ■ ° •C'3 HOLDING TANK CAPACITY PROVIDED:(2)1,000 GALPRECAST CONCRETE SEPTIC TANK(2,000 GAL.TOTAL) _ (LOW FLOW WATER SAVER FIXTURES TO BE INSTALLED THROUGHOUT RESIDENCE) r� 1 GRAPHIC SCALE WASTEWATER WASTEWATER SYSTEM PLAN 10, 0 5' 10' 20' SYSTEMS PLAN v SCALE:SEE GRAPHIC SCALE (IN FEET) vm i PRO#f 23-074 SHEET:3 OF 5 WASTEWATER VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY PLOTTED: 01-15-24 12:00 PIA VARIANCE: REQUIRED: EXISTING: PROPOSED: of New r 1)USE OFA HOLDING TANK APPROVAL HOLDING TANK APPROVAL ti4S 1S•HO( 0 y� (QUEENSBURY E-CODE SECTION 136-11) REQ'D IN USE REQ'D Cr34 O 'P 2)HOLDING TANK MINIMUM CAPACITIES 3,000 GAL.FOR N/A 2,000 GAL.FOR (QUEENSBURY E-CODE SECTION 136-11) 2 BEDROOM 2 BEDROOM ,y b N0.082026 3)HORIZONTAL SETBACK FROM HOLDING TANK TO PROPERTY LINE 10' 6'± 6'± FUp'POFESb10�1P� (NYSDOH TABLE 2) ROBERT U.HOLMES,II P.E.#1132C26 NOT FOR CONSTRUCTION c., �C�IEANDMUDA—_10°�FT'll _uEIT 2 ALARM/CONTROL PANEL p WD ±8„ ENCLOSURE TYPE DICTATED BY LOCATION > of (NEMA 1-INDOOR WATERTIGHT MANHOLE FRAME&COVER; w E" SYRACUSE CASTINGS#1502 OR'POLYLOK' E NEMA 4X-OUTDOOR) ¢ .erg RISERS&COVERS,AS ORDERED BY OWNER; w o� GRADE TO DRAIN AWAY FROM COVER ~ N NEMA 6X JUNCTION BOX H m3z GRADE TO DRAIN AWAY � m W' FROM HOLDING TANKS FINISHED GRADE �z4 (rE.) HOLDING TANK ALARM SCHEDULE: o s6p SY'MIN.(TYP.) DIAGRAM LEGEND m r -120 VAC Z FLOAT SWITCH-OPENS w TANK LEVEL: ON RISING LEVEL-(NORMALLY CLOSED) UJ —� •'° FLOAT 50%VOLUME O _ WATERTIGHT JOINT(TYP.) FLOAT SWITCH-CLOSES 2ND ALARM&WATER SUPPLY SHUTOFFL Y LL @100%TOTAL CAPACITY INLET FROM RESIDENCE (NO) ON RISING LEVEL-(NORMALLY OPEN) N 63- FLOAT SWITCH(TYP.) WATERTIGHT SLEEVE AND 5EAL(TYP.); FLOAT2 TANK LEVEL: CR CONTROL RELAY SEE NOTE T-5 CR 100%VOLUME X w FORT MILLER HEAVY 1g^ 1N DUTY PRECAST (NC) SHUT OFF RELAY y��( = z rE SEPTIC TANK OR 1ST ALARM AT 60%± 7:-C ALARM LIGHT-YELLOW 03_ TOTAL CAPACITY r EQUIVALENT,(TYP.); TANK SHUT y� 0 W °,ao SEE NOTE T-1 Q 4"SANITARY TEE CR1 OFF LEVEL 1;=( ALARM LIGHT (TO w m o (TO PREVENTTRAPPING 6"EXTENDED BASE FOR ANTI-FLOTATION OF SOLIDS IN 4"LINE) TANK SHUT © BUZZER m _ PROTECTION OR EQUIVALENT TO BE PROVIDED CRI CR2 OFFLEVEL _ WHEN GREATER THAN THE OVERALL HEIGHT-""',,,,,, EIGHT B N - OF THE PRECAST CONCRETE TANK 15 PLACED PUSH BUTTON SWITCH- �m BELOW SEASONAL HIGH GROUNDWATER. ALA SILENCE" O a NORMALLY OPEN •° - n , VOO ° "ALARM ILEN CR ALARM SILENCE a w �- aaaaa Q i 2 RELAY SOLENOID VALVE-(WATER SUPPLY SHUT OFF) 12"MIN COARSE GRANULAR MATERIAL_ , ��QD �Q� �Qp OQ� Q� Q� QQp�QQI�,�QQ@ QQp QQ��QQ �Q�QQQ� �Q�� Q� QQ QQp �Q���Q� �Q�O�Q �Q�O Q�O�Q a QpO�L CR2 �V YY�V FAIL CLOSE - m ATOP FIRM NATIVE TO ��o�0 0��00 opQOo 00�00 00�00 00�00 o�QOo o�Oo V.--$QOo�QOo 00�0o eo�0o�QOo epQOo epQOo 00�00 opQOo ooQOo o�QOo�QOo op o ooQOo 0(n�0o0 c b Q O Q O Q Q Q Q Q Q Q 0 O Q 0 `l7 NORMALLY OPEN CONTACT(NO) a8a810 a8a8\a888a8\a8o�a888oa8°o�a8a8a8� 88� a888a8� a�� a8a8a8�o�a8�o�a°8�o�a8°o�a8oc�a8�o�a8� CRI \ \n n n r n n n n n b\\ ^Ox � \\ \ ,.,{l \^ '\\" .(1..^\�'` (,.. �,.C�. MAIN WATER LINE/ / // / // // / / // // // / / \// SOLENOIDNORMALLY CLOSED CONTACT(NC) I L 2'Q u2NATIVE SOIL \ /\/\/\/\/\/\/\/\/ \\ /\\�/\//\\/\\/�\\/�/\\ XXXXX/\//\\//\\//\\ \ \ \ HOLDING TANK CONTROL SCHEMATIC o c /\/\/ SCALE:N.T.S. U 0 J Z HOLDING TANK I� D-I SCALE:N.T.S. L11 , N o� i w z Q� o " _jo� W N I-- aw O}J- Lu 0] w TANKS/STRUCTURES w:5 co z H > O MOUND OVER FORCE T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT. co LJJ Lu RIGID FOAM INSULATION MAIN WITH SOIL AND/ REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC (� (MIN.2"THICK)AS OR DUFF/LEAF LITTER; PVC SCREW IN CAP/PLUG LOADING.HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR WATER TECHNOLOGY,L-C.,OR z WARRANTED/ORDERED DOCUMENT LOCATION ON OR(PROVIDE FLUSH CAP OTHER APPROVED EQUIVALENT. RECORD PLAN IN HARD SURFACE AREAS) TOPSOIL w PIPE: [SEED&MULCH W Z GRADE TO T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION BURY AS MUCH FINISHED GRADE iO SHED WATER EXISTING AS PRACTICAL GRADE (DESIGNED FOR(H-20)WHEEL LOADING). 3T Z EXISTING GRADE I T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF i = NATIVE SOIL - PERMANENT MARKER(S)OVER BURIED COVER(5),AND MEASUREMENT"TIES"TO Q PERMANENT FEATURES,AND SHOWN ON(RECORD)DRAWINGS(SEE GENERAL NOTES). i� 3 PVC 4S°ELBOWS T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED Q DEPTH AGAINST POSSIBLE FLOATION USING HEAVY DUTY TANKS WITH 6"EXTENDED INTERGAL w VARIES 45°W ES SOIL PIPE PVC BASES,OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. N SEWAGE FORCE MAINS SHALL BE (SEE PLANS) T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATER BMAIN ITHNA I FORCE INSTALLED U FULLY DRAIN TIGHT AS APPROVED BY ENGINEER.TANKS AND RISERS TO BE TESTED WATER TIGHT BY CONSTRUCTION MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES.IF FULL MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, FLOW METHOD APPROVED BY ENGINEER(ENGINEERTO WITNESS). DETAILS THAN 1",OR CLEAN SAND PROVIDE INSULATION AND HEAT T-6)CONTRACTOR TO INSTALL TANKS/STRUCTURES TO(RELATIVE)ELEVATIONS SHOWN; TRACING;CONTACT ENGINEER DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. D FOR GUIDANCE s� T-7)SEPTICTANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE 2 3 WASTEWATER CLEAN OUT FLOW RATEITYPE IN THE SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT SHALLOW PIPE INSTALLATION FILTER SHALL BE LOCATEDON THE OUTLET OF THE DOWNSTREAM TANK ONLY.FRAME AND PRO#23-074 D1 SCALE:N.T.S. COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND PERMANENT D SCALE:N.T.S. MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE SHEET:4 OF 5 DIRECTED BY OWNER. PLOTTED: 01-15-24 12:00 PM OF µEr r a��$S U.Ho 0;p. o 1p NO.082026 0� OpROFESS���y ROBERT U.HOLMES,II P.E.#082026 NOT FOR CONSTRUCTION IEANRILIDT z°SV,J µL_N_r a^ EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS LAID TIGHT END TO END,PERPENDICULAR TO DIRECTION OF FLOW STEEL OR 2"x 2" EROSION&SEDIMENT CONTROL: 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETING HARDWOOD POSTS WOVEN WIRE FENCE ESC-H LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS (MIN.14 GAUGE W/ DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND a 2)EROSION&SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. FLOW 24"(MAX.)TYP. MAX.6"MESH SPACING) SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL w U� i� ON REINFORCED SILT FENCE OFTHE PERMITTING AUTHORITY. m5� 3)NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN i "' TYPICAL ESC-2)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE ¢ _° LOG/REPORT BOOK. y� TIE POINTS CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE 2 'E HARD SURFACE w ig� PLANS AND THE"NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK"CAN BE FOUND AT: (NYSSSESC),ISSUED BY THE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE TO THE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY - FENCE TO POSTS& m" 7�7 Dq F�-10'MAXIMUM-�{ OR PERMANENT IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED,B) � `ZT OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS � m� APPROVED. _ 1.)PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUALAND NYS 0 _ EROSION&SEDIMENT CONTROL GUIDLINES("BLUE BOOK");LATEST EDITION CO 2"X2"WOODEN STAKES ESC-4 FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES LL MPOST PLACED AT 10'O.C. SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100%OF TANK CONTENTS; FILTER SOCK SPACING STEEL OR AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. m MAX. AND AREA UNDER FUEL LINES SHALL BE COVERED IN\NOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED HARDIHOOD POST ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: LL = W�Y W W W W W ESC-5A WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO r lII--1'4" 1'-4" ) y WOVEN WIRE FENCE LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE 0 a SHEET FLOW DRAINAGE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE +PIE FLOW 1'8" <—FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY0 ;C�MIN. 8" INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGSEXISTING < INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH 000NTOURS : i ,�`7 AS PLASTIC OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. GEOTEXTILE FABRIC �q"(MIN.) ESC-5B)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED,4"x6"TRENCH DRAIN ROCK BALES TOGETHER, 1'-4" WITH COMPACTED BACKFILL 1'-4" TEM PORARY AND/OR PERMANENTSOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED 0\ / (IF REQUIRED) >. .:NO GAP WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION \ , h�l GEOTEXTILE FABRIC MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL w w s GEOTEXTILE FABRIC WRAPPED Q �O i ,yOL' 8 STANDARDS,NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE p $dam AROUND HAY BALES,AS SHOWN ABOVE ■ F i you ■ I NOTES: LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). m � _ - 1 2"r.2"HARDWOOD STAKES OR RE-BARS ESC-5C)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO N - DRIVEN FLUSH WITH BALE;2 STAKES _ _ ■ 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR gpRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE,SHALL BE PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED SEMI-PERMANENT BASIS IT YEAR MAXIMUM)FOR EROSION CONTROL. REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND -" ■ MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN a a a a a a ■ ■ COMPOST FILTER 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 4" 2"X2"WOODEN MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. ¢ MIN. • STAKES PLACED SOCK PER 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST 8"MIN.(TYP.) 10,O.C. NYSSSESC VERSION OF THE NYSSSESC. ESC-6)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT,INCLUDING d IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL 5o OVERLAP FABRIC NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT I @ STAKE 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. `V NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. �2 w - o 0 0 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT BEDDING DETAIL NOTES: EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. CONTROL SYSTEMS;CONTRACTOR TO DETERMINE"BEST MANAGEMENT PRACTICE(5)"AND SUBMIT TO OWNER/ ENGINEER FOR APPROVAL. 1) . .THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS,HAY BALE 2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32"EXCEPT THAT 8"DIAMETER SOCKS MAYBE USED FOR �G RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN 25 ACRES 6)DETAIL SHOWN IS EQUIVALENTT A"REINFORCED"SILT FENCE.REFERENCES MADE TO 0 DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. EARTHWORK&TURF ESTABLISHMENT: 0 3.)COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2"X 2"WOODEN STAKES DRIVEN 12"INTO THE ET-H ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON >- 2)HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL. T FENCE NC�v 7-'� THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TO 3 SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. SILT Li BE AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE w D D STORMWATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOILA Z STRAW BALE DIKE 4.1 THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING MINIMUM DEPTH OF 12".APPLICATION Of TOPSOIL TO A DEPTH OF 6".VEGETATE AS REQUIRED PERIli VV L DIKE LIMITS LAN DSCAPI NG P LAN,IF APPLICABLE,OR AT TH E DIR ECHO N OF OWN E R. Q W ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH //IrtS ♦/� DIAMETER 5LOPEh V N W (IN.) (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS);CONTACT OWNER AND/OR LOCAL SOIL 0 L 2 5 10 z0 1 25 33 So z e 1 zzs" 1 zoo 1 100 1 so 1 zo - - CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. IrQ 12 1 250 225 1 125 1 65 so I40 23 V/ ET-3)CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE F�05N 1a ns zso 1s0 7. ss 1 45 30 i A ,y C,� 24 35c v5 1 zoo 1 130 1oD 1 60 35 POSSIBLE,ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND Q z O C o ,af YJ B4'MIN. 32 450 325 _ 275 1 150 12. zs so 1 CONSTRUCTION ENTRANCE SPECIFICATIONS AROUND OTHER FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER. �� Q} •— N FCOW 1 '*LENGTH IN FEET CS-1)AGGREGATE ET-4)NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN o J W w a �y�, A)STONE SIZE-USE#3 OR#4(1'-4')STONE OR RUBBLE. ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). LU 4'MIN 91.�C� v� � LIGHT RIP RAP(T1'P.) COMPOST FILTER SOCK � �r �_ BIT HICKNESS:NOT LESS THAN 6". W >_ i.r. W=1 t q NON-WOVEN GEOTEXTILE FABRIC CS-2)LENGTH: z W cn F Z ��,��;'�y,��<•`� A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50'MIN. W� ca-Z N > O DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. CO W °J W W w 2 ORIGINAL GRADE CRUSHED STONE AND LIGHT LENGTH, DITCH STABILIZATION GUIDELINES U � ee NOTES: RIP RAP II 30'-50' CS-3)WIDTH: (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL z g O I (SEE NOTES) A) RECOMMENDED 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) d () B)RECOMMENDED 24'MIN WIDTH WITH COMBINED ENTRANCE&EXITS TO SITE ~W 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES,OR AS Q W ^ Z DS-1)0-6%:SEED&MULCHLIE { ] A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAPABILITY. IV O AGGREGATE: CS-4)GEOTEXTILE: y T � 2)"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. A)TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. DS-2)6-10%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING T (SEE NOTE) C) NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) i Z 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUALTO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18'HIGH. C)FABRIC SPECIFICATIONS: LIGHT DUTY ROAD=MIRAFI 100X OR APPROVED DS-3)10-15%:SEED&MULCH IN/TEMPORARY OR PERMANENT EROSION CONTROL MATTING FRI] EQUIVALENT EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT 4)SEDIMENT TO BE REMOVED WHEN 25%OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. ( )HEAW DUTY ROAD=MIRAFI 600X OR APPROVED � 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES EQUIVALENT DS-4)15%+:SEED&MULCH W/PERMANENT EROSION CONTROL MAlTIN6 w SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. 3 WIDTH; 12'-24' (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT) hl a (SEE NOTE) CS-5)SURFACE WATER: OR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) p ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE Y SHALL BE PIPED BENEATH THE ENTRANCE,IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE STABILIZATION GUIDELINES 5:1 SLOPES MAY BE CONSTRUCTED ENVIRONMENTAL STONE / EARTH DIKE _ OR AGGRESSIVE EATMENTS ALTERNATIVES FORSTABILIZATION, T CONDINEEDETIONS) ADDITIONAL CS-6)MAINTENANCE: OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) CONTROLS THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 55-1)0-25%:SEED&MULCH TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE EC 1 (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) 10' MIN. GF_OTEXTILE: PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL RADIUS PLACED OVER ENTIRE AREA CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED, SS-2)25-33%SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL TO BE COVERED WITH AGGREGATE WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. (EX.NORTH AMERICAN GREEN MODEL:S75BN OR APPROVED EQUIVALENT) (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) ( '� (SEE NOTES) PRO#23-074 CS-7)WASHING: SS-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SHEET.5 OF 5 WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO SLOPES PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED PUBLIC RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA OF (EX.NORTH AMERICAN GREEN MODEL:S15OBN OR APPROVED EQUIVALENT) PLOTTED: 01-15-24 12:OOPIl TO PREVENTTRACKING ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. SS-4)50-100%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES of NEW Y CONSTRUCTION ENTRANCE CS-8)INSPECTION:PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH EX.NORTH AMERICAN GREEN MODEL:SC1508N OR APPROVED EQUIVALENT) MQ� t D HO� 0 9� RAIN SS-S)100%+:CONTACT ENGINEER FOR GUIDANCE. 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) m � N0.06?A28. W= EC1 SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx �4pROpESS\�a' (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL ROBERT U.HOLMES,11 "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) P.E.#082026 NOT FOR CONSTRUCTION oh T30PcRNGHT© °53nA'UL _ryi J --� SEPTIC DISPOSAL PERMIT Office Use Only y aY �`Y4 APPLICATION . . - - � Permit#: Q-Op - 202 Torn of ucensbu f ry ` Permit Fee:$ 155 742 Bay Road,Queensbury,NY 12804 il MAR 0 6 2024 ji Invoice#: P:518-761-8256 www.queensbur net y i Septic Variance? 'i r l� Ifl.Df�J�;L `�;i Flood Zone? No Wetlands? No Reviewed By: Project Location: 88 Seelye Road-Queensbury Tax Map #: 227.17-2-15 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ x❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 2 110 220 Installed? (choose one) ❑ x❑ PARCEL INFORMATION: Topography ❑� Flat Rolling n Steep Slope % Slope Soil Nature • Sand 0 Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply ❑ Municipal ❑ Well Lake (if well or lake, water supply from any septic system absorption is • ft.) Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ; tank size ; X (2) 1000 # of tanks 2 Septic Application • Revised July 2022 4, CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Daureen and Dan Bennett Mailing Address, C/S/Z: 35 Burgoyne Ave.Lake George 12845 Cell Phone: 518-744-8128 Land Line: 518-668-3016 Email: dbennett13@nycap.rr.com • Primary Owner(s): Name(s): Keating, Bennett&Standridge Mailing Address, C/S/Z: 35 Burgoyne Ave.Lake George 12845 Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): to be determined Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): RU Holmes Engineers, PLLC Mailing Address, C/S/Z: 12 E.Washington St,Glens Falls NY 12801 Cell Phone: Land Line: 518-792-2097 Email: tjarrett@ruhengineers.com Contact Person for Compliance in regards to this project: Cell Phone: Land Line: Email: 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 known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Daureen and Dan Bennett SIGNATURE: ��r ( cv, n►� - DATE: l [LL 1,24 Septic Application Revised July 2022 • • • �► TOWN GF QUEE7VSBURY -� 742 Bay Road, Queensbury,NY. 12804-5902 • • Septic System Checklist • Ian to scale . Received Deep hole pert test results from engineer/Architect if applicable(Town • • Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)Approved Engineers and LLLAII wells on property and adjacent properties shown . -1 Water line shown Municipal or well 10'separation to any part of system • . J\IP Setback to property lines show 10'or more for any pari of system $I X -gj eptic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from anywaterline yf M be eptic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) • • t-fteptirtank sized fo r number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each LE Leech Field 20'from foundation 100'from any well 10'from water line I`J Seepage pit 150'from•well 50'from septic tank • • /*SSeepage Pits 3-times diameter apart . le-tank and pump stations over 30 gallons 50'from watercourse or wetland • � L " distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George • Miteech field 100'from watercourse or wetland Mk3foe of mound or bottom of retaining wall.10'from property line 100'from well 20'from • Foundation — rovide• ngineer rchite a r bed or . � � � �� p A design systems • . . /"�`� • Department of Health Approval for all mobile home park new systems Flood Plain requirements • "2 above established flood elevation to bottom of system /" Ail tanks anchored or 2'above flood elevation KEATING BENNETT & STANDRIDGE TOWN OFQUBE,NSBURY BUILDING UErA,.R;MENI; s Based on our lUmited �? I 3 1 REPLACEMENT HOLDING TANK with aI_�) �o p )j,j ,j al,�I' =: �� w !r��ICafl Jry L� lJ13�15 fl, tlonsr are in 3 fU!! CCJIfIlfai7Ce �l.i.#I2 ?96JGI?? CGeS w �Uz 88 S E E LYE R D. New Yob State, � �r < m�= 7 S 24 TOWN OF QUEENSBURY NEW YORK I. ° TOWN OF QUEE NSBIURY -n. BUfLDlNG GJPAR f'wiBi l i w w Based or our limited r� : r °,� ,com,pliance ; Lai .. with our comments shah i be construed as O Indicating Pe F7E � r' Specifcatioris aFe in �w Z >ap full coin Hance wiln !`;(. Building Codes of New York Stafe. z== z v � si KalfekB cn O � "B"Bay/J s mow❑ w m�S no _ O m j ' SITE LOCATION .. <n FILE Ct comas t arm L { - ry LAKEQ GEORGE ��i �� ; I .✓" o o ❑ Sg� FILE �l a.,�oe,�r�u.0 >, t ° POTABLE WATER BY LAKE � C 0 u� re N. �r a coo Q ' 1 .� u �. 'CAIAllO,DAU REEN SEELYE ROAD ID#:227.17-2-15 SCALE:N.T.S. .. ..._...... ' �`�' '^.m.. `4el Z L ... POTABLE WATER _ �' Ef LL LOCATION PLAN T' DISTRIBUTION BOX Q z D G h (FROM LAKE GEORGE) _ ,�Q RESIDENCES SERVED 060 0 Z _— w POTABLE WATER BY LAKE LAKE GEORGE LU 3 4 L W EXISTING LLI Z Z W m YI V.. LAKE SOURCE POTABLE , WELL +" ZLij Z WATER LINES(TYP.) k ,Ems„ LEI:E co w �v I G O_ cow w fW n C) D ias w 1 w >� V h LEGEND: Po w (� EXIsrING� ��. LINE TYPE: weu = Z EXISTING STRUCTURES/OBJECTS/UTILITIES r p 1 ty S SURVEYED AND OR FIELD VERIFIED: �' { �I �' RESIDENCES SERVED BY WELLS OVER 100'FROM N (- EXISTING STRUCTURES/OBJECTS/UTILITIES 3 NOTVERIFIEDBYSURVEYOR - ( OLDINGTANK) �,,. ,• =m- 6 FIELD DOCUMENTATION: _ w PROPOSED STRUCTURES/OBJECTS/ UTILITIES: PROPERTY LINE: --—-- SHORELINE/STREAM: COVER SITE SETTING PLAN GRAPHIC SCALE SWALE: 1 60' 0 30, 60' 120' SYMBOLS/ABBREVIATIONS: SCALE:SEE GRAPHIC SCALE POTABLE WATER PW (IN FEET) C 1 GRAVITY SANITARY SEWER SA-G PRESSURE SANITARY SEWER SA-FM PRO#23-074,T ��q gg g@� j�OF QUEENSBURY SHEET OF REVISION INDICATOR:® SUB INDICATOR iS r�%5� 227.17-2-15 SEP-0036-2024 PLOTTED: 01-1 5-24 12:00 PM INDICATOR: _ 'T TEST HOLE:0 TP# POND INDICATOR: ` CODE iP �Ll '� g �� x Bennett Daureen 0FNE>ti PERCOLATION TEST: PT# REACH INDICATOR: iR { QQ See ®� �]/� J'p NOTE:G-1 NOTE# Reviewed y •• ". V V See lye Rd NOTE REFERENCE TAG: Date: .,.. '9.� m ,.x,....,.« ,,w.,..= ».,�.,. Septic Variance/Alteration Cl SEE DRAWING #FOR NOTE r' DETAIL# No 082 DETAIL REFERENCE TAG: 1 2FOn OFES0 ar 4� SEE DRAWING#FOR DETAIL 0FES '4510 ROBERT U.HOLMES,II SECTION CUT DIRECTION P.E.#082026 q SECTION LETTER COPYRIGHT© 2023 SECTION REFERENCE TAG: 01 ISSUED F® CONSTRUCTION _ SEE DRAWING# FOR SECTION TOWN OF QUEENSBURY s _ 742 flay Rod.Qnrnu!n,ry,NY,7 2 804-5 962 0 "llarar uj Na faint Br ar,I y... A Gnvd Plac Lion" Ordinance m other adjoining properties nor otherwise conflict with the purpose andCL w LLgi objectives of¢ny Town plan or policy;and > w ° tr �LL _. the Local Board of Health finds that die granting of the variances is necessary for the a Fr February 27,2024 reasonable use of the land and are the minimwn variances which world alleviate the S'o w m� specific unnecessary hardship found by the Local Board of Health to affect the ¢ H Dalneen R Dan Bennett Applicants;and w _ 35 Burgoyne Avenue O - Lake George,NY 12845 BE IT FURI7gER, m _ RESOLVED,that the Local Board of Health hereby approves the application of Daureen w RE:Sewer Variance Approval via dbennetil3,u�.nvcaPsr.com w _ and Dan Bennett for varianccs tram the Sewage Disposal Ordinance to allow installation ortwo(2') O =< Dear Mr.&Mrs.Bernell: 1,000 gallon capacity holding tmis in lieu of the required 3.000 gallon capacity holding tank,with z t¢ g=y O placement of such holding tank 6'1 from the property line in lieu of the required IT setback on z =pp property located at 88 Seelye Road in the Town:and bearing Tax Map No:227.17-2-15.and � O =� Attached for your records,please find a certified cop}'of Quecnsbury Board of Health U) Resolution No.:17,2024,`Resolution Approving Daureen and Dan Bennett's Application for z w� z0 �2. BE IT FURTHER, O= Sanitary Sewage Disposal Variances'. Urn0 0 0, W z RESOLVED,that the Town Dead authorizes and directs the Town Clerk to forward by C,~w m If you have any questions or concerns,do not hesitate to contact my office. ❑❑ ❑ k, certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review,and �p n = Respectfully, BE IT FURTFIER, > o 1 EN Caroline H.Barber,RMC RESOLVED,that this approval Resolution shall not be effective until 30 days after such rr °' notice to the Adirondack Park Agency and shall be subject to mview by the Adirondack Park E p m 8 Agency-during such period. g r cc:1-1,Thomas Jarrett,F.E.,Agent(via electronicall)) RU Holmas Engineer,,PLLC Duty adopted this 2&day of February,2024,by the following .to: ? ~< S 0 0 `2p AYES Mr.Metivier,Mn Freer,Mr.Dixon,Mr.McNulty,Mr.Stroogh NOES None • Granting lsd-,,'Prnmr Qerkb Kereioa aJ7hars-5I8.7t2.8Z'i4 .ABSENT: Nate K •CoY-,R,nhbua,Depoq,Toms Clerk 1-529.761.823.5•B0iy Mar}4ry,Deputy 1-o CIM 11 518.761.6236 T.nbitha Sch.draall,Dcpv y T run LT kM-579.761.8264•Ands Way,P.scorus Clerk,578.761.8257 ZZ .Rase lvlelloa,Depaov Tax Receir,ol-578.761.6737•C.k<13rr mli,D,7,a1y 7'.T Raerv,,11-513,761.8263 —, pia J Z s� a W 0 i w z C) �(� W RESOLUTION APPROVING DAUREEN AND DAN BENNETT'S 1,Caroline H.Barber,Town Clerk of the Town of Queensbury,Warren County,New York,do Q z o APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES hereby certify that 1 have compared the foregoing with the original resolution as listed above (n p Q adopted at regulat rueet-urg of the Town Board of da-Town of Queens I vy held nn the 26'd day of J C W A t N February,2024 at which a quorum was presen or t and that the state is a correct transcript therefrom RESOLUTION NO.:SOH 17,2023 and of the whole original thereof to date- =j INTRODUCED BY:Mr.Timothy McNulty IN WITNESS THEREOF,I have hereto set my hand and the SEAL of said Town of Queensberry, W~w Ll vt WHO MOVED ITS ADOPTION this 27a'dayof Febm 2024, z W `"' Z atY, �:...,-AA. SECONDED BY:Mr.Harrison Freer m C) _ W ,r I x z0 SEAL SIGNED: DQ1. t'\YN r, 0 WHEREAS,Daureen and Dan Bennett(Applicants) Caroline H.Barber,RMC fro s}filed an application for variances m d U Town Clock �WI J ,n provisions of the Torn of Qoeensburr On-Site Sewage Disposal Ordinance,Chapter 136,§136-11 Town of Qucensbury Q lr Z W O C which requires applicants in obtain a variance for a holding tank and a variance from 036-11A as - the Applicants wish to install two(2)1,000 gallon capacity holding tanks in lieu of the required Z 2 3,000 gallon capacity holding tank on property located at 88 Seelye Road in the Town of Q Queensbury,and N WHEREAS,the Applicants also applied for an additional variance to allow placement of r" such holding tanks 6'7-from the property line in lieu of the required 10'setback:,and APPROVALS 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,February 26"i,2024,and APR WHEREAS,the Town Clerk's Office has advised that it duly notified all property owners PRO#23-074 within 500 feet of the subject property, SHEET.2 OF 6 PLOTTED: 01-15-24 12:00 PM NOW,THEREFORE,BE IT �pNEWH �,yvy RESOLVED,that tip .\U.Hp6F O N 1. due to the nature of the variances,the Local Board of Health determines that the 2 variances would not be materially detrimental to the purposes and objectives of this �Fo l40.082026 y pROFES610rvP ROBERT U.HOLMES,II P.E.0 082026 ISSUED FOR CONSTRUCTION r°°,aNGoT a°a_z°zhAWeL Ery �o GENERAL NOTES: - G-1)AERIAL IMAGE TAKEN FROM GOGGLE EARTH;DATED:MAY 12TH 2O18,NOT AN ACTUAL SURVEY. m Y 4 � G-2 CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION CONTACT DIG SAFELY w= t^ ) � NEW YORK(1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS,LOCATION AND w ELEVATION,PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED Ega TO THE OWNER OR ENGINEER IMMEDIATELY.NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE a ? .a „ APPROXIMATE LOCATION OF PROPERTY LINE NOT AS INDICATED. w G-3 EXISTING STRUCTURES TO BETAKEN OUT OF SERVICE SHALL BE REMOVED FROM THE SITE FOR a DISPOSAL AT A PERMITTED FACILITY,OR ABANDONED IN PLACE AND FILLED WITH INERT MATERIAL,AS WARRANTED,PRACTICAL,AND/OR AS ORDERED BYOWNER. 0 G-4)ALLSOURCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE PLUMBED INTO THE PROPOSED WASTEWATER SYSTEM;CONTACT ENGINEER FOR GUIDANCE AS REQUIRED. F� z - Ie } GCcosv Ow- > 0C7C) ¢ mz9 w T Yq cz ;��-���.':•<. � SBA r, q} N N zz- " I I � E APPROXIMATE LOCATION OF O} EXISTING HOLDING TANKS) TO BE REMOVED I R >' .APPROXIMATE LOCATION OF ' `AJA � ,�. EXISTING POTABLE WATER LINE �'�'°��i � F a� ` (SEASONAL) �� s W r N CCQ (V c C Y x.s DISTRIBUTION BOX �,T, - Q z O ^ p OLu > ZZ LU u r r E EXISTINGTREETO BE Zw�m "°`' Z REMOVED IF NECESSARY `z "'T,,'fi LL.I: z v I C 4 O m ED w lui w z 100 TO CLOSEST WELL y .T "'� �: (�Q ' ",,, t� Z—1 ��► V wrt Q z Y O ,_ .EXISTING TREE TO REMAIN Z s3 9 S I mm EXISTING EXISTING CONDITIONS GRAPHIC SCALE CONDITIONS G10' 20' SCALE:SEE GRAPHIC SCALE (IN FEET PRO#23-074 SHEET:3 OF 6 PLOTTED: 01-15-24 1200 Pld of NEW Y tiP�Qt.U.Hp, 0 om s l 4' N0.002026 eo�ROFeselo`'A~ ROBERT U.HOLMES,T P.E.#082026 ISSUED FOR CONSTRUCTION °°" v�eoPVNhsoEN�nc �2U�WFUL "* a r GENERAL WASTEWATER NOTES s°< G-1 CONSTRUCTION Of NEW PIPING,TANKS,AND LEACHING SYSTEM(5),ETC.SHALL BE IN CONFORMANCE WITH APPLICABLE NYSDEC,NYS DEPT.OF HEALTH,AND LOCAL COUNTY/TOWN STANDARDS,AS WELL AS DETAILS w 5:`E /SPECS ON THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. t `F '`_• G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN < GARBAGE GRINDERS,OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. _ G-3 POTABLE WATER LINES ARE ABOVE GROUND,EXCEPT FOR THE CONNECTION TO THE CAMP. Q m L G-4 CONTACT OWNER REGARDING EXISTING BURIED WATER AND WASTEWATER LINES. w0 n °E w e° �'% fir.. r a 5, -.. „: .•��'� - � �z 5' x 5 3 L r 3 T M, i .. r �� n} J Fa. w Tj it IYrI.: � " PIPING m - �� P-1 ALL GRAVITY SEW ER PIPE&FITTINGS SHALL BE PVC SDR 26 OR 35 SEE PLANS ASTM D3034;OR HPDE w w< y z�4 SDR 17,ASTM D3350,INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNl-BELL � °H 3 "HANDBOOK OF PVC PIPE,DESIGN,AND INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. C3 - �+. Y t E S P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE p O ��E WITH PROJECT PIPING U w e I 1 �3p I I '7 I I f 11 I li' )I t c' .._ E.S, v h, T 1: ..�, k3��`-'�.,�,�::�" .:;:: .was✓-§C„'l„�;a"�f .'t '(, 1 �,,MI:(+J, P-3)GRAVITY YSEWERS ALL BE IN STALLED DAT TRAIGHT&CONTINU CONTINUOUS BETWEEN STRUCTURESTURES(I.E. S O - z CC<nI— Y. (I a $;L c h., ,5,,.;,,�_,- ' '�'� su 4 •�(i11 (• I NO LOW OR HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY SEWER w z s SHALL BE LAID AT THE FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS:RAW N I ' Y is I I 03 I L SEWAGE:4"@ 2%,6"@ 1%;SETTLED SEWAGE(EFFLUENT):4"AND 6"@ 0.5%1.ALL SEWER SHALL BE 0,O � - "O LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. wOO w P-4)FORCE MAIN SHALL BE HDPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM w OZ w D2241,100 PSI MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE o T In a w w 1 Ili MANUFACTURER'S RECOMMENDATIONS.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST ::)O BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED m Z,�D y z„ l I h it Y h — _ METHOD. - F r ^v P-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT(HEAT)FUSION PROCESS,AND JOINING '�"- 02`O u. ;y '', � EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER.PROPERLY EXECUTED ELECTRO-FUSION Q w < .. I V FITTINGS MAY BE USED.EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE Is aH USED FOR APPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL ' JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS,TRANSITIONS FITTINGS,AND SOME =pm MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE.REFER TO ' MANUFACTURES RECOMMENDATIONS. P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS,OR OTHER APPROVED Q N Q� METHOD,IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.MECHANICALJOINT c;o o � ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAYBE USED TO MECHANICALLY CONNE(TSCH 40 PVC PIPE,IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. j I I�� i•J P-7)THERMOPLASTIC PIPING MAY BE RO UTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH O �, � - EXISTING 2 BEDROOM RESIDENCE s ! I I � >' CURVE,AS RECOMMENDED BY THE MANUFACTURER. v VARIANCE#3: r � I Z 'HOLDING TANK TO PROPERTY LINE: 1D y Y, " .,,q � J fi 6- MIN. ;�'S A— " �� W 0 Y t y w HEAVY DUTY HOLDING TANKS �. W z `� 2,000 GALLONS TOTAL CAPACITY DS Q z O I 1 'T,',TT1'w'-,' s.*.<V' H—O a 2T, x ?.�" CID Q � w N j F Dl PROPOSED 4" PVC GRAVITY SEWER „ �, —IOW ,.„„ rA r N r �P U Z ^ a 3 SEWER CLEANOUT 's x s: �--J Q D1 I [-ice : w H DESIGN INFORMATION D ZZ Liwm W(n VJ te N li 1 BSTATE DEPARTMENT OF HEALTH z /� Z ENVIRONMENTAL CONTROLS _ NEW ORK W �w i�/� O E+ TOWN OF QUEENSBURY m ? W d HOLDING TANK SIZING CRITERIA: ( g O 2BEDROOMS Z E{ LLJ T MINIMUM HOLDING TANK CAPACITY: W W !O,1 QUEENSBURY MINIMUM FOR 2 BEDROOM:3,000 GALLONS Y `mac ;= Z NYSDOH:MIN.5 DAYS DESIGN FLOW OR 1,000 GAL.,WHICHEVER IS GREATER �- THEREFORE,220 GAL./DAY x 5 DAYS=1,100 GAL. Q b 'r -�? '% HOLDING TANK CAPACITY PROVIDED:(2)1,000 GAL PRECAST CONCRETE SEPTICTANK(2,000 GAL TOTAL) � 3 (LOW FLOW WATER SAVER FIXTURES TO BE INSTALLED THROUGHOUT RESIDENCE) ._. GRAPHIC SCALE WASTEWATER WASTEWATER SYSTEM PLAN 10, 0 5' 10, 20' SYSTEMS PLAN v SCALE:SEE GRAPHIC SCALE (IN FEET) ww PRO#23-074 WASTEWATER VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY SHEET:4OF6 PLOTTED: 01-15-24 12:00 PM VARIANCE: REQUIRED: EXISTING I PROPOSED: 1)USE OF A HOLDING TANK APPROVAL HOLDING TANK APPROVAL •S4iOfW yO rO (QUEENSBURY E-CODE SECTION 136-11) REQ'D IN USE REQ'D tiFowQ� tgl�+r 2)HOLDING TANK MINIMUM CAPACITIES 3,000 GAL.FOR N/A 2,000 GAL.FOR (QUEENSBURV E-CODE SECTION 136-11) 2 BEDROOM 2 BEDROOM r 2 '# N0.082026 4. 3)HORIZONTAL SETBACK FROM HOLDING TANK TO PROPERTY LINE 10' 6'+ 6'+ PUn'gOFESUIO�P�' (NYSDOH TABLE 2) ROBERT U.HOLMES,II P.E.11 082U26 ISSUED FOR CONSTRUCTION x i3°Vas T°_a°svw 2 WD ALARM/CONTROL PANEL ENCLOSURE TYPE DICTATED BY LOCATION > WATERTIGHT MANHOLE FRAME&COVER; (NEMA 1-INDOOR NEMA 4X-OUTDOOR) RISERSSYRAC SE CASTINGS ORDE#1502RED ED BY OWNER; w RISERS&COVERS,AS ORDERED BY OWNER; GRADE TO DRAIN AWAY FROM COVER Q21 N EMA 6X JU NCTION BOX w '_ H c5_ GRADE TO DRAIN AWAY < �A FROM HOLDING TANKS FINISHED GRADE w �za"(r P.) HOLDING TANK ALARM SCHEDULE: o 2 12"MIN.(TYP.) DIAGRAM LEGEND m r120 VACS{ Z FLOAT SWITCH-OPENS TANK LEVEL: 50% ON RISING LEVEL-(NORMALLY CLOSED) w WATERTIGHT101NT(TYP.) FLOAT 1 VOLUME 2NDALARM&WATER SUPPLY SHUTOFF (NO) Y � FLOAT SWITCH-CLOSES Z @100%TOTAL CAPACITY --INLET FROM RESIDENCE ON RISING LEVEL (NORMALLY OPEN) O p Z Vw� �3m FLOAT SWITCH(TYP.) WATERTIGHT SLEEVE AND SEAL(TYP.); FLOAT CR =O rz TANK LEVEL: CONTROL RELAY mm I- SEE NOTE T-5 CR 100% X 5 VOLUME FORT MILLER HEAVY 18" (NC) 1 SHUT OFF RELAY � zSF O -F DUTY PRECAST 1ST ALARM AT 60%± R..1 ALARM LIGHT-YELLOW OlO SEPTICTANK OR TOTAL CAPACITY TANKSHUT mwI w �3c EQUIVALENT,(TYP.); C7 C) mz /// CRT OFF LEVEL R ALARM LIGHT-RED O z w ¢ SEE NOTE T-1 4"SANITARY TEE u (TO PREVENTTRAPPING R mS� 6"EXTENDED BASE FOR ANTI-FLOTATION OF SOLIDS IN 4"LINE) TANK SHUT © BUZZER j ro CRI CR2 OFF LEVEL PROTECTION OR EQUIVALENTTO BE PROVIDED �0 00 7 - WHEN GREATER THAN X THE OVERALL HEIGHT g - - OFTHEPRECASTCONCRETETANKISPLACED _ PUSH BUTTON SWITCH- BELOW SEASONAL HIGH GROUND WATER. r/_ "ALARM SILENCE" OO NORMALLY OPEN r UOooC �, CR ALARM SILENCE 2 RELAY LENOID VALVE-(WATER SUPPLY SHUT OFF) ¢ N a. - L CR2 FAIL CLOSE lz"MIN.COARSE GRANULAR MATERIAL �00. O O„(� O��OOp� Oo�OOC .O.Q OQ� O OG�000��OO �OC�O PC O�OOC� 0��00� O� Op�00 O Opp°O' O� O L °gym 00�00 o no 00 0 00 000o Ooo Oo no 00000 000o Ooo Oo 000o�DOoo 00 0 o Oo 0 ATOP FIRM NATIVE FOUNDATION �j�QO 0 QqO 0Q0 0 QQ"O j0Q0�0 0$Q 0 QcO 0�c0��\OQo 0 OG�o(�O jQQO 0 Qo�p 0Q0 OnQQo 0 QQo rO jQo O jQcg� O�jQo O QCo 0 Qo 0 QCO 0 j0Q0 jOo 0 0�Q O�jOQo 0 0�q 0 Q$ RK, U,BC_JOC�BUO c4UOC�c4UoUc4U c4C_JO[ CQC-J� c�U 8U 8d"UOOC, c4 cQC.JOOJc4C�o cYN-A UcgtJOU o c4U, cQ� CQUQUc4UoUCg� CYUoUo�U SU� c4�� CRl '-I F' NORMALLY OPEN CONTACT(NO) ,� , n n n r n n n n n n N N 4 \ \� \� \ \ \ \ \ \ \ C r. NATIVE SOIL \\/\\/\\/\/\/\\/\\/\\/\\/ \ NORMALLY CLOSED CONTACT(NC) o F Iw SE8 0 0 o \ \\ \\ / / HOLDING TANK CONTROL SCHEMATIC Y°y` \/� SCALE:N.T.S. O J Z HOLDING TANK D SCALE:N.T.S. LJJ O� z CC Q c O Q O c ^o Co 0 Q>} c N � W WH BE Z Z w m . TANKS/STRUCTURES W:2 w H .W O MOUND OVER FORCE T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT. m U ILL €W RIGID FOAM INSULATION MAIN WITH SOIL AND/ REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC (MIN.2"THICK)AS OR DUFF/LEAF LITTER; PVC SCREW IN CAP/PLUG LOADING.HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR WATER TECHNOLOGY,LLC.,OR WARRANTED/ORDERED DOCUMENT LOCATION ON OR(PROVIDE FLUSH CAP TOPSOIL OTHER APPROVED EQUIVALENT. Lu tom, V N RECORD PLAN IN HARD SURFACE AREAS) SEED&MULCH Q Z BURY AS MUCH FINISHED GRADE GRADE TO T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION LJJ O AS PRACTICAL SHED WATER EXISTING (DESIGNED FOR(H-20)WHEEL LOADING). i GRADE EXISTING GRADE T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF S NATIVE SOIL =LBOW PE RMAN ENT MARKE R(S)OVER BURIED COVER(S),AN D MEASUREM ENT'TI ES"TOPERMANENT FEATURES,AND SHOWN ON(RECORD)DRAWINGS(SEE GENERAL NOTES). PVC S T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLCATION USING HEAVY DUTY TANKS WITH 6"EXTENDED INTERGAL \ ������\ DEPTH PVC BASES,OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. `j1�j\ VARIES 45°WYES SOIL PIPE T_ IS PLANS) 5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT SEWAGE FORCE MAINS SHALL BE JOINTS(ASTM C1227).WALL PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATER BACKFILL AROUND FORCE INSTALLED TO FULLY DRAIN TIGHT AS APPROVED BY ENGINEER.TANKS AND RISERS TO BE TESTED WATERTIGHT BY CONSTRUCTION MAIN WITH NATIVE SOIL eERNEEN PUMP CYCLES.IF FULL MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, FLOW METHOD APPROVED BY ENGINEER(ENGINEER TO WITNESS). DETAILS THAN 1",OR CLEAN SAND PROVIDE INSULATION AND HEAT T-6)CONTRACTOR TO INSTALLTANKS/STRUCTURES TO(RELATIVE)ELEVATIONS SHOWN; TRACING;CONTACT ENGINEER DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. D FORGUIDANCE T-7)SEPTICTANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE 2 WASTEWATER CLEAN OUT FLOW RATE/TYPE IN THE SYSTEM.FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT SHALLOW PIPE INSTALLATION FILTER SHALL BE LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY.FRAME AND PRO#23-074 SCALE:N.T.S. COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND PERMANENT D SCALE:N.T.S. MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE SHEET:6 OF 6 DIRECTED BY OWNER. PLOTTED: 01-15-24 12:00 PM �p U..Il Y Holes09 No.082026 a, �Op'pOFESMO�p~ ROBERT U.HOLMES,II P.E.#082026 ISSUED FOR CONSTRUCTION 1o% - r Cl"'y G,TNQ 2. [`2'�µF T EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS LAID TIGH T END TO END,PERPENDICULAR TO DIRECTION OF FLOW STEEL OR 2"x 2" EROSION&SEDIMENT CONTROL: �_N 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEDTEXTILE FABRIC MEETING HARDWOOD POSTS WOVEN WIRE FENCE ESC-1)LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS (MIN.14 GAUGE W/ DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND 2)EROSION&SEDIMENT CONTROLTO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. C�FL O W — 24"(MAX.)TYP. MAX.6"MESH SPACING) SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL w `T ON REINFORCED SILT FENCE OF THE PERMITTING AUTHORITY. _ 05� •• � oFs 3)NYSDECTRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN ` _ TYPICAL ESC-2)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE R LOG/REPORT BOOK. /�" cc H T TIE POINTS CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE / HARD SURFACE w "aE Q (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK"CAN BE FOUND AT: PLANS AND THE"NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL"(NYSSSESC),ISSUED BY THE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE TO THE NYSSSESC EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY w - FENCETOPOSTS& ~ mi C��t 7--� Dgwp I►-10'MAXIMUM-I OR PERMANENT)IMMEDIATELY AFTER CU RRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED,B) OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS APPROVED. 1.)PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS O - � EROSION&SEDIMENT CONTROL GUIDLINE5("BLUE BOOK");LATEST EDITION 2"X2"WOODEN STAKES ESC-4)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES w No COMPOSE PLACED AT 10'O.0 SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE HE 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUALTO 100%OF TANK CONTENTS; FILTER SOCK MAX.SPACING STEEL OR AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED HARDWOOD POST co -c z ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: uzj ti V'W V'W W Ny W ESC-SA WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO WOVEN WIRE FENCE LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE O =o SHEET FLOW DRAINAGE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE z I z 1' FLOW <—FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY O Oz �r MIN. 8" INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS Uw z 63 EXISTING i INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH "? CONTOURS ` AS PLASTIC OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. °v /// GEDTEXTILE FABRIC v~i�O m 4"x6"TRENCH DRAIN ROCK ESC-5B)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, O o � BUTTBALESTOGETHER, 1'-4" WITH COMPACTED BACKFILL V-4" TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED Uco0 �' a ■ / (IF REQUIRED) LE.:NO GAP WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION ¢O O GEDTEXTILE FABRIC MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL �Z w mz GEDTEXTILE FABRIC WRAPPED O� r0 / .Y01 8I STANDARDS,NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE _� p m AROUND HAY BALES,AS SHOWN ABOVE • F / 1G� • 1 NOTES: LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). 00 m h N � D N 2"x 2"HARDWOOD STAKES OR RE-BARS — — _ — ESC-5C)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO �z - DRIVENFLUSH WITH BALE;2STAKES _ _ �� / • 1)THIS DETAIL 15 APPLICABLE TO SHEET FLOW DRAINAGE ON ATEMPORARY OR gpRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE,SHALL BE PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED SEMI-PERMANENT BASIS(1 YEAR MAXIMUM)FOR EROSION CONTROL. REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND S rU • MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN a C w 8=@ • • 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. ¢ =°O 2"X2"WOODEN • COMPOST FILTER NFN 4"MIN. STAKES PLACED SOCK PER NYSSSESC 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST ESC-6)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION 15 EVIDENT,INCLUDING C2m 8"MIN.(TYP.) 10,O.C. VERSION OF THE NYSSSESC °s IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL OVERLAP FABRIC NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT @ STAKE 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENTAND REMOVE SEDIMENTAS AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. i= NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. o ?yF BEDDING DETAIL ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE CONTROL SYSTEMS CONTRACTOR TO DETERMINE"BEST MANAGEMENT PRACTICE (S") AND SUBMIT TODWNER/ NOTES: EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. ; ENGINEER FOR APPROVAL. 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS,HAY BALE 2.)DIAMETERS DESIGNED FOR USE SHALL BE 12"-32"EXCEPT THAT 8"DIAMETER SOCKS MAYBE USED FOR u SHOWN LOTS TO CONTROL AREAS LESS THAN 6)DETAIL SH0N IS EQUIVALENT TO A'REINFORCED"SILT FENCE.REFERENCES MADE TO .25 ACRES. cr DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. TURF ESTABLISHMENT EARTHWORK SG"STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. : O )COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2"X 2"WOODEN STAKES DRIVENY2"INTO THE ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON 3. I , 2)HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL. THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TO v SOIL ON SO FOOT CENTERS ON THE CENTERLINE OF THE SOCK, SILT FENCE 8E AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE D STORMWATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOILA Z STRAW BALE DIKE 4.)THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING MINIMUM DEPTH OF 12".APPLICATION OF TOPSOILTO A DEPTH OF 6".VEGETATE AS REQUIRED PER 1J L1 LIMITS LANDSCAPING PLAN,IF APPLICABLE,OR ATTHE DIRECTION OF OWNER. '� Q W o1AMETEa SLOPE% ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH I1rv.! 2 s 10 zo z5 33 so (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS);CONTACT OWNER AND/OR LOCAL SOIL Qz L CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. U' a 1 zzs* zoo loo so zo - - Q G 12 zso 225 1 125 1 65 1 5a ao 25 ET-3)CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE y q� PLOW is ns zso 1so ]0 1 55 1 45 30 Z - CC GI A �y„✓Q'{7�C� �L 1 z4 1 35o nS zoo iso ioo 6o as POSSIBLE,ROUTE VEHICLESAND COMPLETEALL WORK OUTSIDEOF ROOT ZONES OF MAIORTREES AND Qz O G O b B 4-MIN. 1 32 1 45a 325 275 150 120 1 ]5 so CONSTRUCTION ENTRANCE SPECIFICATIONS AROUND OTHER FEATURES,AS PRACTICALAND AS DIRECTED BYOWNER. E-Q O> T. w PLOW 1 1 `LENGTH IN FEET CS-1)AGGREGATE: ET-4)NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN 4'S O Z ;. 1�/f T� TrULJ -4"STONE OR RUBBLE. ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). F— W C �4'MIN.� p 7/ LIGHT RIP RAP(TYP.) COMPOST FILTER SOCK A)THICKNESS: NOT THAN (6" ) F—Z}If B)THICKNESS:NOT LESS THAN 6", LLI —J '-' NON-WOVEN GEDTEXTILE FABRIC z W� CS-2)LENGTH: Z W 0 Co s3 ,. _ >V, Z A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50'MIN. UU:5 mz (n > O DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. ED Lu W W t,W w 7C ORIGINAL GRADE CRUSHED STONE AND LIGHT LENGTH, DITCH STABILIZATION GUIDELINES Q CS-3 WIDTH: w 3 �-50' ) GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION AS NE NOTES: RIP RAP 0 ( z J (SEE NOTES) A) RECOMMENDED 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) CL u B)RECOMMENDED 24'MIN WIDTH WITH COMBINED ENTRANCE&EXITS TO SITE ~UJ 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES,OR AS Q Z A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAPABILITY. � AGGREGATE, CS-4)GEDTEXTILE: DS-1)0-6%:SEED&MULCH LL1 O Y N � 2)"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.S OR GREATER FOR PERMANENT EARTH DIKES. A)TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. DS-2)6-10%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING {_ B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) Z 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18"HIGH. (SEE NOTE) FABRIC SPECIFICATIONS: Q LIGHT DUTY ROAD=MIRAFI 100X OR APPROVED DS-3)10-15%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING 4)SEDIMENT TO BE REMOVED WHEN 25%OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) HEAVY DUTY ROAD=MIRAFI 600X OR APPROVED 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES '¢ EQUIVALENT DS-4)15%+:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING w SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. 3 WIDTH: 12—24' (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT) N (SEE NOTE) CS-5)SURFACE WATER: OR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) ap ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE Y SHALL BE PIPED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE STABILIZATION GUIDELINES LT DIKE S:1 SLOPES MAYBECONSTRUCTED (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL ENVIRONMENTAL STONE / EARTH DIKE CS-6)MAINTENANCE: OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) CONTROLS THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT SS-1)0-25%:SEED&MULCH TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE �� (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) GFOTFXTII F_; PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR 10' MIN. SS-2)25-33%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING (CONTRACTOR MAY REFER TO NEWYORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL RADIUS PLACED OVER ENTIRE AREA CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED, "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL TO BE COVERED WITH AGGREGATE WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. (EX.NORTH AMERICAN GREEN MODEL:575BN OR APPROVED EQUIVALENT) (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) (Ty (SEE NOTES) SS-3 33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON PRO N 23-074 CS-7)WASHING: ) SHEET:6 OF 6 WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIORTO ENTRANCE ONTO SLOPES PROVIDE CONSTRUCTION ENTRANCE A5 REQUIRED PUBLIC RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA OF (EX.NORTH AMERICAN GREEN MODEL:S15OBN OR APPROVED EQUIVALENT) PLOTTED: 01-15-24 12:00 PM TO PREVENT TRACKING ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. SS-4)50-100%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES pF NEW Y CONSTRUCTION ENTRANCE CS-8)INSPE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH EX.NORTH AMERICAN GREEN MODEL SC150BN OR APPROVED EQUIVALENT) hq O•HOlO D� RAIN 55-5)100%,CONTACT ENGINEER FORGUIDANCE. SEDIMENT CONTROL BARRIER (SHEET FLOW) o �F N0.002026 4`, SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 4nRopgsStON~y (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL ROBERT U.HOLMES,II "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) P.E.#082026 ISSUED FOR CONSTRUCTION ON-xE.° RGoTN° Eg02 �w