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2009-584 .; Harris ••:� j / MAP REFERENCE: SOILS INVESTIGATION: SITE STATISTICS: 4. •.' • ' ri Bay sod •31D °'• 4 1) MAP ENTITLED: "MAP OF A SURVEY OF CERTAIN LANDS BEING A PART OF THE ESTATE TEST PITS— TEST PITS WERE EXCAVATED IN THE AREA OF THE PROPOSED FIELD ON MAY 14, N w+ OF VERNON J. KLOPFER SITUATED ON T,lE WESTERLY SHORE OF ASSEMBLY POINT /N THE 2009. THE FOLLOWING SOILS PROFILE WAS RECORDED: ZONING DISTRICT: WATERFRONT RESIDENTIAL / a�,' 1 '_a / • \,` 1 '',t' TOWN OF QUEENSBURY, WARREN COUNTY, N.Y.", DATED JUNE 18, 1999 AS PREPARED BY A O e CHARLES T. NACY DATE: MAY 14, 2009 O t ': Y:` • . RECORDED BY: DENNIS MACELROY, PE LOT AREA: 20,025f SQ.FT. M — ' T.P.# 1 0 12" TOPSOIL, SANDY LOAM �* _ SETBACK REQUIREMENTS ICJ 1 �� 10" — 36" LOAMY SAND, ORANGISH BROWN, SOME SMALL COBBLES, SHORELINE: 50 FT. j (� I z 'O rjr �` I I' 9L'. ROOTS ro 3s» SIDE YARD: 20 FT. 0 `t - ' W z w` 36" — 84" FINE LOAMY SAND, BROWN FRONT YARD: 30 FT.j/� w d n i ? F 48my� �• LEGEND: FIRMER WITH DEPTH TO FINE SAND icks/Isionds '" I I '--., s, � j RET. DENOTES RETAINING NO BEDROCK FOUND FLOOR AREA RATIO: 22% Happy family 4 t «.- N/F DENOTE NOW OR FORMERLY ,ter .�.� isiands> NO OBSERVATION OR EVIDENCE OF GROUNDWATER �''I ,^ \ •' , sR ; -' I.P.F. DENOTES IRON PIPE FOUND ~j a N v I Y; _�yi's P' W �� ! _ . NYT DENOTES NEW YORK TELEPHONE UTILITY POLE BUILDING HEIGHT: 28 FT. MAX. FCC I-II yam,t `'• '` -,v / 4 CONC. DENOTES CONCRETE T f'.# 2 O — 10" TOPSOIL, SANDY LOAM J Z zg'. 2 r.P. DENOTES TEST PIT ACCESSORY STRUCTURE: 16 FT. MAX.10" — 46" LOAMY SAND, ORANGISH BROWN, SOME SMALL COBBLES, n i P.T. DENOTES PERC TEST O t j ROOTS TO 40" U ^� W PERMEABLE AREA: 75% MIN. a '� DENOTES SLOPE DIRECTION s29 d ° " 45" — 72" LOAMY SAND, BROWN yy S11Ej FIRMER WITH DEPTH W W � M /' - j1� ` i ^'� EXISTING PERMEABLE AREA: 709�f �..� T ^y ,L ti ` � �` j`a .. '► 72" — 84" FINE SAND WATER SEEPS AT 74" NO BEDROCK FOUND EXISTING IMPERVIOUS AREA: 30%f ~� '-• {\ t ,r,^fir 4w- r w..y ` { WATER SEEPS OBSERVED AT 74" 1 Dark -+ rl T.P. #3 0 — 9" TOPSOIL, SANDY LOAM 9 48" LOAMY SAND I ORGANIC LAYER AT 20 — 24, ROOTS AT 35"tz O 48" — 64" LOAMY FINE SAND — FIRM POSSIBLE MOTTLING AT 52" REPLACEMENT WASTEWATER SYSTEM: BASIS OF DESIGN Qj N W i # .. J' - PERCHED OVER FIRM SOIL HORIZON l ) REGULATORY AUTHORITY: TOWN OF QUEENSBURY it t 5 27 64" — 84" FINE SAND WATER SEEPS AT 74 DESIGN STANDARDS: NEW PORK STATE DEPARTMENT OF HEALTH ■ _ ! _ NO BEDROCK FOUND a U (10NYCRR APPENDIX 75—A), WASTEWATER TREATMENT STANDARDS — Z r 4 j WA TER SEEPS OBSERVED A T 74" �1'.` \\\ r• '�i t u ';I �_ ,��k � INDIVIDUAL HOUSEHOLD SYSTEM. W TOWN OF QUEENSBURY ORDINANCE — CHAPTER 136: SEWERS AND z Z �` T.P. #4 0 — 10" TOPSOIL, SANDY LOAM SEWAGE DISPOSAL — PART 1, ON—SITE SEWAGE DISPOSAL SYSTEMS Y 10" — 37" LOAMY SAND, ORANGISH BROWN SITE LOCATION MAP o 37" — 62" LOAMY FINE SAND, BROWN PROJECT DESCRIPTION: THE EXISTING WASTEWATER SYSTEM SERVING i-� �i V SCALE: 1" = 2,000' N Z THE BERNHOLZ RESIDENCE ON ASSEMBLY POINT ROAD IN THE TOWN „ Q V NO BEDROCK FOUND OF QUEENSBURY IS 40± YEARS IN AGE AND IT IS THE APPLICANT'S Z NO OBSERVATION OR EVIDENCE OF GROUNDWATER INTENT TO REPLACE THE EXISTING SYSTEM WITH ONE THAT IS �T•� w �i �► COMPLIANT WITH CURRENT STANDARDS. THIS PLAN PROPOSES A NEW �Zy W REPLACEMENT WASTEWATER SYSTEM TO SERVE THE EXISTING HOUSE W I Z W PERCOLATION TESTS — TWO PERCOLATION TESTS WERE CONDUCTED WITHIN THE AREA OF THE AS WELL AS A FUTURE PLANNED REPLACEMENT RESIDENCE ON THE PROPERTY. THE PROPOSED SYSTEM WILL CONSIST OF A NEW SEPTIC ABSORPTION FIELD. THE FOLLOWING RESULTS WERE RECORDED. w O Q TANK WITH EFFLUENT FILTER, A PUMP PIT WITH A DUPLEX PUMP a� '+ ASSEMBLY AND AN ABSORPTION FIELD AREA USING ELJEN GSF �y V DATE: MAY 15, 2009 d TECHNOLOGY. aC CONDUCTED BY. DENNIS MACELROY, PE [l�1 a MD e-i Q L N SOILS ANALYSIS: DEEP TEST PITS WERE EXCAVATED AND OBSERVED ^ w QQ 0) j TEST # 7 — 22 MIN./INCH STABILIZED RATE BY DENNIS MocELROY, PE ON MAY 14, 2009. SOILS INVESTIGATIONS F�-� yj co 2 IN THE AREA OF THE PROPOSED ABSORPTION FIELD FOUND A LOAMY W W c J TEST # 2 — 28 MIN./INCH STABILIZED RATE SAND/FINE SAND TO A DEPTH OF 7'. INDICATIONS OF A WATER TABLE WAS OBSERVED AT APPROXIMATELY 74" WITH AN INDICATION H W IV OF A WAS 'PERCHED ' WATER LEVEL BY SLIGHT MOTTLING AT A Q LANDS N/F OF THE 52" DEPTH IN A FIRMER FINE SAND. NO BEDROCK WAS FOUND ffnn PA TRICK D. AND BETH ANN SHARKEY W/THIN THE 7' TEST PIT W cy Z W V THE PERCOLATION RATE OF THE EXISTING FINE SANDY SOIL IS IN THE 02 E:. Z BOOK 1081 OF DEEDS AT PAGE 31 22 — 29 MINUTE/INCH DESIGN RANGE. O Z w n O � 2 WATER SUPPLY FROM LAKE WATER SUPPLY THE CURRENT WATER SUPPLY SERVING THIS LOT IS /1 Q W :3 ui W LAKE WATER DRAWN FROM LAKE GEORGE. EACH OF THE w z NEIGHBORING LAKESHORE PROPERTIES ALSO TAKE THEIR WATER FROM O a y Z 1000 GAL. PUMP TANK THE LAKE. THE LOT DIRECTLY EAST OF THIS PROPERTY ACROSS n F� 5; w ASSEMBLY POINT ROAD HAS A WELL BUT IS LOCATED AT LEAST 350' w FROM THE PROPOSED ABSORPTION FIELD. 19 a o Z o z 1250 GAL. SEPTIC TANK PROJECTED FLOW RATE: THE EXISTING RESIDENCE IS A THREE P4 Lo � N E"i W O) W BEDROOM PRE-1980 STRUCTURE. A DESIGN FLOW RATE OF 150 BUILDING GALLONS PER BEDROOM OR 450 GALLONS PER DAY (gpd) HAS BEEN o SILT FENCING BUILDING 4" PVC BLDG. SEWER USED FOR THIS REPLACEMENT SYSTEM DESIGN. THE PROPOSED NEW RESIDENCE WILL HAVE A POTENTIAL OF FOUR BEDROOMS. BASED ON a 2" HDPE DI T IBUTION w� SR 11 FORCE MAIN A FOUR (4) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST o B X 1991 WATER SAVING FIXTURES © 110 GALLONS PER DAY PER o wooD DOCK °3 LT FENCING BEDROOM, THE AVERAGE DAILY FLOW (ADF) WILL BE 440 GALLONS m N PER DAY. THE NEW DESIGN WILL BE ADEQUATE AS A REPLACEMENT W ro S68 42'10"E I N SHED SHALLOW ABSORPTION FIELD IN SYSTEM FOR THE EXISTING THREE BEDROOM HOUSE OR AS A NEW I 194 t I.P.F. TRENCH CONFIGURATION TO SYSTEM FOR A NEW FOUR BEDROOM HOUSE. THE DESIGN FLOW RATE _ W �6 WOOD RAIL FENCE N /S 45O GPO. CONSIST OF THREE (3) TRENCHES, Q AREA = I N °� I Q I J 01- EACH 44 LF LONG. THIS FLOWRATE DOES NCT INCLUDE THE USE OF A GARBAGE GRINDER — 20,C25f SQ.FT. --- - - ---- _I--$_ �_ 1— P TIC SETBACK —— — (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOW I Q I o I 1 0) RATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE W �I COMPONENTS BE PART OF A NEW HOUSE DESIGN. o O U � VL Y a 4 --- z --- 20' MIN. IDE YARD T.P. I SEPTIC TANK THE REQJIRED CAPACITY FOR A FOUR BEDROOM ________ #1 I FLOWRA TE IS 1250 GALLONS. THE RECOMMENDED TANK FOR THIS G f� G ----- ------ o I SYSTEM /S A 1250 (MIN) GALLON PRECAST CONCRETE TANK WITH f I r/� �■ _——— —— — — r—— #2 I BAFFLE (TWO COMPARTMENTS) BY UTOPIA ENTERPRISES OR EQUAL LiJ vs C—, CQ p e AND AN EFFLUENT FILTER AT THE DISCHARGE OUTLET. ull r V'- � I THE FRAME AND COVER 1=oR THE TANK ACCESS OPENING SHALL BE o ki N• I i I ( •,. I II z O POLYLOK PLASTIC COMPONENTS OR EQUAL (22" MIN.). ( n O o ai V / 2 Qj I T.P. I I I I IU Q EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOK PL-122 OR EQUAL, W mI I #2 4 IQ 1r SHALL BE INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC m I I NYT m LANDS N/F OF TANK. �I 29 lip 3 ROBERT METI VIER P.— WOOD DOCK I � I I 29 I U EFFLUENT PUMP PIT AND PUMP ASSEMBLY. SEPTIC TANK EFFLUENT I 7 I #1 1 I v #1 I I I I SHALL FLOW TO A PRECAST CONCRETE PUMP PIT, BY UTOPIA � SUN DECK I ZI � I IQ ENTERPRISES OR EQUAL, HOUSING A DUPLEX PUMP ASSEMBLY AND w FLAGSTONE/ '1I —J_ I I I I I L 7 NOTE: THE HOUSE AND WELL ON CONTROLS FOR TIMED DGSING OF THE EFFLUENT. THE EFFLUENT U I MASONRY ----- L THIS LOT /S LOCATED w _ I PAno p I 3 #4 I ° I I PUMPS SHALL BE GOULD MODEL 3885 OR EQUAL, CAPABLE OF 15 0 I I APPROXIMATELY 350 FT. FROM e ASSEMBLY POINT ROAD GPM AT A TDH OF 20 FEET (MIN). THE DISCHARGE PIPING WITHIN a WOOD DOCK I I o I I I O THE TANK SHALL INCLUDE A 'QUARTER TURN' VALVE TO SERVE AS A LANDING I § I I I SELF—DRAINING DEVICE FOR THE FORCE MAIN. of '`Onl i EXISTING FRAME HOUSE I THE WETLANDS IDENTIFIED ON THIS THE CONTROL PANEL WIT-1 AUDIBLE ALARM AND REMOTE LIGHT SHALL a I L- LOT HAVE BEEN DELINEATED AND SZy I p 2 T.P. I 3 CONFIRMED BY APA. THE BE LOCATED WITHIN MECHANICAL SPACE OF THE HOUSE. THE STEPS U O TFSIA I i I #3 I O SEPARATION TO THE APPLICANT'S ALTERNATING PUMP CONTROLS, SJE RHOMBUS MODEL TD OR EQUAL �I „ _ i (3 LOT IS GREATER THAN 100 FT SHALL INCLUDE A TIMED DOSE (3 TO 4 HOURS PER CYCLE) WHICH o w POTENTIAL --  �. ---- J \ DELIVERS A DOSING VOLUME OF APPROXIMATELY 95% OF THE PIPING m PA rho J 20' MIN. SIDE ARD SET�ACK T CAPACITY. THE 'TIMED CONTROLS' WILL BE SETUP AT THE TIME OF % o FUTURE WELL I - I PA no CONC. WALK I R SYSTEM START—UP BY THE CONTRACTOR IN COORDINATION WITH THE 2 (MAINTAIN 100 FT. I (Q _ SEPARATION TO I L--- PAVED DRIVE I `� DESIGN ENGINEER. THE CONTROLS SHALL INCLUDE A MINIMUM OF W ADJACENT WASTEWATER I--------------------------- --- -- -- -- _---- J THREE FLOATS TO SERVE AS 'TIMER ENABLER, ALARM/LAG PUMP z 2 ENABLER AND TIMER OVER—RIDE'. WOOD DOCK ROOF j SYSTEMS) I 10' SEPTIC SETBACK THE ACCESS TO THE PU1dP PIT SHALL BE POLYLOK PLASTIC COVER �O ___ 0 LSHED PICKET FENCE CONC. RET. wALL COMPONENTS (22" MIN.) OR EQUAL. THE DUPLEX PUMP SYSTEM SHALL BE INSTALLED TO LINE UP WITH THE TANK ACCESS FOR EASE m OF REMOVAL. THE PUMP PIT SHALL BE VENTED BACK TO THE HOUSE W N68 49'S0 OLD WOOD RAIL FENCE GATE SHED 209�t ' 1 1 STACK. o I FORCE MAIN: THE FORCE MAIN PIPING SHALL BE 1—�" HDPE PIPE p 1 50% RESERVE INSTALLED TO THE DISTR'�BUT/ON BOX AT THE FIELD AREA. THE 3 FORCE MAIN SHALL BE INSTALLED AT A POSI TI VE GRADE TO ALLOW IT r J AREA TO SELF—DRAIN BACK TC THE PUMP PIT. THE FORCE MAIN SHALL o LANDS N/F OF ENLARGE TO A 4" PVC PIPE AT LEAST 4' OUTSIDE THE D—BOX. OQ ROBERT G. AND LORETTA R. LANDRY 2 3 = BOOK 566 OF DEEDS AT PAGE 391 DEVELOPMENT ENVELOPE DISTRIBUTION BOX. THE D—BOX SHALL BE A PRECAST CONCRETE o FOR FUTURE STRUCTURE BOX BY UTOPIA ENTERPRISES OR EQUAL. SPEED LEVELERS SHALL BE v PROVIDED FOR USE /N EACH PIPE INVERT. THE INLET TO THE D—BOX 0 WATER SUPPLY FROM LAKE SHALL BE A 4" PVC PIPE (4' MIN.) WHICH RECEIVES FLOW FROM THE a FORCE MAIN PIPE. o o Q © 2070 BY ENVIRONMENTAL DESIGN ABSORPTION FIELD: THE PROPOSED ABSORPTION FIELD SHALL BE A Q PARTNERSHIP, LLP, ALL RIGHTS RESERVED =' — — — — — — _ — SHALLOW ABSORPTION TPENCH CONFIGURATION USING ELJEN GSF, g TYPE 'B' UNITS. THERE SHALL BE THREE LATERALS, EACH OF 44 LF, PROVIDING A TOTAL OF 732 LF FOR THE 450 GPD SYSTEM. AS THE THIS MAP UNAUTHORIZED ALTERATION R ADDITION To FIELD IS ON A SLOPED S/TE EACH LATERAL WILL BE STEPPED DOWN o THIS MAP IS A V/OLA710N OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDucAnoN LAw. THE SLOPE AS INDICATED BY THE CROSS—SECTIONAL VIEW SHOWN ON O O h THIS SHEET. COVER MA7ERIAL WILL BE ADDED TO "TOP OFF" THE • • z v COPIES FROM THETH ORIGINAL OF THIS SURVEY FIELD AREA. THE AREA OF THE DISPOSAL FIELD SHALL BE LLJ (v MAP NOT MARKED WITL' THE LAND SURVEYOR'S APPROXIMATELY 20' x 46'. COVER MATERIAL WILL EXTEND AT 3 ON 1 ___I EMBOSSED SEAL SHALL NOT BE CONSIDERED A Mal VALID TRUE COPY. SLOPES TO MATCH TO ORIGINAL GRADE. II W �� o U W T ❑ COGO JOB w T- A0 GENERAL SANITARY NOTES: 147-10. EROSION CONTROL MEASURES: O 01�, 0 MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR 4" PERE. PIPE w �/-' N SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. 157 MAX SLOPE COVER MATERIAL A. TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH THE MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. 0 SUITABLE BACKFILL "NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL." THE TEMPORARY EROSION PLUS A MIN. 4" TOPSOIL & SEED CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT CONTROL MEASURES ARE IN ^, 30" MAX 4" PERF. PIPE SERVICE. INFILTRATION DEVICES SHALL BE PROTECTED FROM SILTATION DURING THE PERIOD OF 1.K MIN/MUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED CONSTRUCTION AND UNTIL THE SITE 15 SUCCESSFULLY REVEGETATED BY USE OF SILT SCREENS, INLET SYSTEMS) AND BUILDINGS SHALL BE 20 FEET. o PROTECTION DEVICES, SEDIMENT DETENTION PONDS OR OTHER SUITABLE EROSION CONTROL MEASURES. 0 MIN/MUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF i, GEO TEXTI B. STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL BE REQUIRED. ONLY THOSE AREAS FILL (RAISED SYSTEMS) SHALL BE 10 FEET COVER FABRIC WHERE CONSTRUCTION IS ACTIVELY OCCURRING SHALL REMAIN OPEN AND UNVEGETATED. ALL AREAS THAT w ARE NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL BE �,4 (�f'S MULCHED AND REVEGETATED. AN ACTIVE CONSTRUCTION AREA IS DEFINED AS ON THAT HAS SEEN r 1-+�I MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK TO BE 50 FEET. SUBSTANTIAL CONSTRUCTION WITHIN THE PAST SEVEN CALENDAR DAYS. MULCHING OR REVEGETATION FOR Z f1� / / / / / / EROSION CONTROL SHALL BE COMPLETED WITHIN 10 DAYS FOLLOWING THE LAST SUBSTANTIAL ALL CONSTRUCTION TO BE !N COMPLIANCE WITH THE NEW YORK STATE SANITARY �•/ CODE. / / / / / / / USABLE SOIL PERCOLATION RATE 1-60 MIN./IN. 4' MIN. UNDISTURBED SOIL i 6" MIN. CONSTRUCTION ACTIVITY. '/� W J N Z V L/ ij/\ C. COMPLIANCE WITH THE FOLLOWING RESTRICTIONS SHALL BE REQUIRED: !`lA/ REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): / / / / / / O 0 J Emmq A) PRIOR. TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD / / / / / �-- 6" MIN. 1. NO VEGETATION SHALL BE FELLED INTO ANY LAKE, POND, RIVER, STREAM OR INTERMITTENT STREAM U W CONSTRUCTION. / / / /,� AND IF INADVERTENTLY FELLED INTO ONE OF THESE WATER BODIES, SHALL BE REMOVED IMMEDIATELY H w� B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. / / ' / / / / 3' SEPARATION FROM BOTTOM OF FROM THE WATER BODY.TRENCH TO SEASONAL HIGH GROUND z I�II� r, a C) PRIOR TO BACKFILL/NG TRENCHES. / / / / / / WATER OR BEDROCK 2. WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF ANY LAKE, POND, RIVER, STREAM OR w W � D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. / / / / WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTH MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS E CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER / / / / / / / / /. CWITHOUT A ONTROL MEASURES PROTECTIVE PROPERLY INST ALLED LTOPLACED OVER THE SEDIMENTS ENTIRE AREA AND/OR EROSION WATER W THAN 1-112"" DIAMETER- ELJEN IN-DRAIN TRENCH CONFIGURATION wN BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NONDEGRADABLE MATERIALS, SUCH AS PLASTIC OR CANVAS COVERINGS, AND Qi J WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE IMPERVIOUS STRUCTURES. � � ` RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. CROSS SECTION A-A' w � w 0 ",A 3. ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATIVE COVER HAS BEEN EITHER PARTIALLY OR Y/ CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE WHOLLY CLEARED OR REMOVED BY DEVELOPMENT ACTIVITIES SHALL BE REVEGETATED WITHIN 10 DAYS KEPT OFF THE AREA TO BE UTILIZED FOR THE ABSORPTION TRENCH SYSTEM TO FROM THE SUBSTANTIAL COMPLETION OF SUCH CLEARING AND CONSTRUCTION. ACCEPTABLE E PREVENT UNDESIRABLE COMPACTION OF THE SOILS. NOT TO SCALE REVEGETATION SHALL CONSIST OF THE FOLLOWING: Tn EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE DISTRIBUTION BOX O. RESEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIED BY PLACEMENT OF vl E AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 FEET TO 10 FEET FROM THE BOX STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE, BUT NOT LESS THAN 50% OF ILL THE TOTAL DISTURBED AREA, TO CONTROL EROSION UNTIL SUCH TIME AS THE COVER CROP IS (1/8" PER FOOT). ESTABLISHED OVER 90% OF THE SEEDED AREA. THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO THAT EFFLUENT IS b. REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION ACCOMPANIED BY PLACEMENT EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE. ADEQUATE PROVISIONS SHALL BE OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL DISTRIBUTION BOX. TAKEN TO ASSURE STABILITY AND PROVIDE ACCESS FOR INSPECTION OF THE THE PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF CONTROWNG EROSION. E W a THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINES C. ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND APPROVED BY THE MUNICIPALITY AS SATISFYING THE INTENT OF THIS REQUIREMENT. w �' SHALL BE TIGHT JOINT CONSTRUCTION !_AID ON UNDISTURBED EARTH OR PROPERLY Z BEDDED THROUGHOUT ITS LENGTH. 4. ANY AREA OF REVEGEIATION MUST EXHIBIT SURVIVAL OF A MINIMUM OF 75% OF THE COVER CROP ELJEN IN'-DRAIN DIMENSION & SPECIFICATION SHEET THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING REVEGETATION. REVEGETATION MUST BE REPEATED IN N a/ V THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN NOTE: SUCCESSIVE YEARS UNTIL THE MINIMUM 75% SURVIVAL FOR ONE YEAR IS ACHIEVED. 0 THE EVENT THAT GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL !, PIPE JOINTS TO BE SEALED WITH NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. TRANSITION FROM SIDR7 TO ASPHALTIC MATERIALS OR EQUIVALENT, 5. GROUND-CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OF OCTOBER 15 TO x BACKFILL 1 2" MINIMUM CONTRACTOR TO INSTALLr, 4" PVC SDR 26 AS REQUIRED APRIL 15, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE w 2" STYROFOAM BLUE BOARD 2. INVERT ELEVATIONS OF ALL REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION Z FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE 6" CONCRETE SAND OVER TOP OF D-BOX OUTLET PIPES MUST BE EQUAL. AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED TO, THE T 1 HUj CONNECTED INTO THE SEPTIC SYSTEM. DIRECTLY BELOW SURROUNDING THE NEW YORK DEPARTMENT E TRATION A- USE OF SCREEN MESH, EXTRA MULCH AND SILTATION FENCES. v SIDES OF THE IN-DRAIN UNITS FOR TION CONCRETE SAND SPECIFICATION J. THE SLOPE OF OUTLET PIPES I Q ZO A CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY ABSORPTION TRENCHES 703-07 GRADE BETWEEN THE DISTRIBUTION BOX r, li REQUIREMENTS DURING CONSTRUCTION. AND THE DISTRIBUTOR LATERALS W DISTRIBUTION PIPE PERFORATED 4" SHOULD BE 1/8" PER FOOT. M AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO w w V z REMOVABLE COVER W LOCATE BURIED CABLES, OR OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, DISTRIBUTION PIPE NON-PERFORATED 4" N_ EXTEND INSULATION 2' ii OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, BEYOND TOP OF BOX V/ DRIVING POSTS, ETC. GEOTEXTILE COVER FABRIC TYPAR 3401 w IN ALL DIRECTIONS EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, [�] J PROVIDE WITH THE IN-DRAIN UNITS MAINTENANCE AND INSPECTION PRACTICES: ^ ♦ ' Z ul co Z x TRENCH WIDTH 4' � 1.. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING z � G� SPACING BETWEEN IN-DRAIN ROWS 4' ABSORPTION TRENCH BAFFLE CONSTRUCTION: Uj co J 1 (See figures 3, 5) 2' ABSORPTION BED /NVERT _ A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: �I INLET 2"MIN ELEV. - LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED ANDj CONCRETE SAND DEPTH DIRECTLY 6" MINIMUM SHALL PROGRESS AS EARTHWORK IS NEEDED BELOW IN-DRAIN UNITS O O CONTRACTOR TO USE SPEED LEVELERS _ FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. O O OUTLET AS SUPPLIED BY FORT MILLER TO USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILLLU HEAVY DUN PLASTIC FRAME AND CONCRETE SAND AT THE SIDE OF 6" ABSORPTION TRENCH , EQUALIZE FLOW. FBI Z SLOPES 1V:3H OR GREATER. � COVER (AND RISER AS NEEDED) IN-DRAINS 12" ABSORPTION BED 1'-5" - PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING �j �/ BY POLYLOK OR EQUAL INSULATE FORCE MAIN 4' _ _ TECHNIQUE. O Z �{ (� O 2 ACCEPTABLE SOIL PERCOLATION RATE 1-60 MIN/IN ABSORPTION TRENCH AND 4" PVC PIPE - MULCHING OF EXPOSED SOILS 0 W r+~ PULL-ROD 1-30 MIN/IN ABSORPTION BED WHERE COVER IS LESS GATE VALVE EXTENSION ROD THAN 4' 12" MIN' B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: ^ v O W DISTRIBUTION METHODS i �:l I GRAVITY / PUMP / SIPHON CLEAN SAND OR PEA GRAVEL - PERIMETER PROTECTION USING SILT FENCES O a Z INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES z z . ALL APPENDIX 75-A SEPARATION REQUIREMENTS ARE APPLICABLE - STORM SEWER, CURBS AND GUTTERS 0 � � O 'n _ j R STABILIZED CONSTRUCTION EXIT POINTS V 'TIMER HOVERRIDEL W HYDRAULICALLY FORCE MAIN CONNECTION TO D_VOX - STONE CHECK DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) p.., O O Z W SEALED QUICK I /� L0 � � 0) W m DISCONNECT ;,'� - STONE CHECK DAMS, SEDIMENT TRAPS, WATER BARS W ALARM LEVEL FLANGE FLEXIBLE ENTRY BOOT O O (1-1/2 FNPT) BY TOPP INDUSTRIES, INC. TYPE B IN-DRAIN UNIT 36" W x48" L x7" H 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT o TO HOUSE POWER SU PLY NOT TO SCALE CONTROLS AND STABILJZATION MEASURES: --I 1-1/2" FNPT & ALARM PANEL LARGE CORE WIDTH 1.250" A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND WITHIN 24 HOURS FOLLOWING A Ln ppp BALL CHECK CRUSHED STONE BACKFILL TO RAINFALL EVENT OF 0.5 INCHES OR GREATER. N-) VALVE -� SPRINGLINE OF PIPE (TYP.) SMALL CORE WIDTH .750" B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, X 4" pVC AT 2% MIN. THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. M DESIGN FLOW LESS THAN 1,000 GAL/DAY C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED O 1-1/2" FNPT 1-1/2• G.I.P. 99 BEND O ONE-THIRD THE HEIGHT OF THE FENCE. �- 2 O BRONZE _ LARGE CORE WIDTH 90% VOIDS / 50 GAL. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF an ti GATE VALVE I _ 1-1/2" G.I.P. DISCHARGE PIPING MNPT NIPPLES IN LENGTHS NECESSARY; KEEP AS COMPACT THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE �- I 1 I O FLOW AS POSSIBLE TO MAXIMIZE DISCHARGE COVER AND DISTANCE TO SEASONAL HIGH WATER 3' MINIMUM SECURELY IN THE GROUND. W o - _W PERMIT REMOVAL OF PUMP THROUGH COVER OPENING TABLE, IMPERVIOUS STRATA OR BEDROCK E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP � W N TO DISPOSAL FIELD III—I I' SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. I 1 —III- DEPTH OF TRENCH 29" MINIMUM F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR I--- ~�LL T/'1 Q rOj "Ol i-1/2" HOPE SDR-9 TUBING GRADED (I hr BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. �lj V) I SUBMERSIBLE EFFLUENT PUMPS; O 70 DRAIN BACK TO PUMP TANK MODEL 3885 BY GOULDS PUMPS DEPTH OF COVER OVER DISTRIBUTION PIPE 6" MINIMUM G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION, COPIES OF THE REPORT E-1 '� 2 —IIJ' OR EQUAL. FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. rTl WATERWORKS BRASS PACK H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS ^ ; JOINT COUPLING x 1-1/2" _ III-II WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING A O MNPi (w/STAINLESS STEEL _ ' _ SETBACKS: OUT INSPECTION AND MAINTENANCE REPORTS. O PIPE INSERT) BY FORD METER - 6-e 1A CRUSHED STON=,• I I—III' I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE BOX UNG FOUNDATION — IIhI' HOUSE 10 FEET MINIMUM /- APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE � �Z 1 -III— — — — —III-I4 NOTES: / 36" MIN. FENCE POST INSPECTION AN MAINTENANCE O �J 1-1/2" FNpT STAINLESS , _ t`J�1b�,STDI1�6'-S�U� — — D PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT I I Z STEEL TANK PIPE COUPLING -III III—III—r-t-r—rrr`=--1�r—I1�—III=III= I I,�111 WELL 100 FEET MINIMUM WOVEN WIRE FENCE (14 1/2 GA. MIN.,MAX. CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE I I I AW p BT TOPP INDUSTRIES, INC. +.. I— — I �L11- - 1. FIELD CUT TANK PIPE PENETRATIONS TO FIELD 6" MESH SPACING mW Q. I-III—III-I .I_�=.1� ADJUSTED ELEVATIONS WITH HOLE SAW ONLY. PIPE ) WITH FILTER CLOTH OVER COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. I ' I 7 LL CONNECTIONS TO FORM A WATER TIGHT SEAL PROPERTY LINE 10 FEET MINIMUM DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. W I--I ^ (0J 'TIMER ENABLER' J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL QL O Z O m 2. TANK VENT SHALL BE CONNECTED 70 HOUSE ALL SETBACKS ARE MEASURED FROM THE FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. STACK EDGE OF CONCRETE SAND IN SITU SOIL 20" MIN. r, � 1Q W INTERFACE K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY /•� W Q 2 In 3. PUMP CONTROL TO BE A DUPLEX TIMED DOSE' NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW / I Q o U� V) CONTROL ASSEMBLY LOCATED WITHIN HOUSE UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. v � U CL ti U)I DUPLEX PUMP PIT FLOWUNDISTURBED Q NI GRADE N EMBED FILTER CLOTH O MIN. 6" INTO GROUND z NOT TO SCALE TANK TO BE 1000 GALLON 16" MIN. mI PRECAST CONCRETE TANK SECTION ADDITIONAL EROSION CONTROL AND GRADING W NOTES: a, ' sue 11 CONSTRUCTION NOTES FOR FABRICATED SILT FENCE Q s� �� w 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER "T" OR "U" 1) MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN .->,. cjL b WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR v FENCE WITH TIES SPACES EVERY 24' AT TOP AND MID SECTION. EROSION AND SEDIMENT CONTROL. IT WILL BE NECESSARY TO ;,� FENCE: WOVEN WRE, 14 1/2 GA. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER 6" MAX. MESH OPENING ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL 7 '4 THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL FILTER CLOTH: FILTER X. DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR 44 .-� � kQI•' vI REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. O MIRAFI 100X, STABILINKA SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS ,O tJ� G,'; T140N OR APPROVED EQUAL. ✓ R REQUIRED TO PROTECT THE SITE. t}a � Q� HEAVY DUTY PLASTIC MANHOLE FRAME PREFABRICATED UNIT: GEOFAB. �l3Q I„ D- U FINISH GRADE AND COVER BY POLYLOK OR EQUAL ENVIROFENCE, OR APPROVED EQUAL. 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HOR/Z. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. W W 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY ? III— I- III—III— I.D. TAPERED GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 507. W III=11 ' _ ACCESS EXTENSION 24" I- —� II= III=� -I �1. �_ NOTE: ASPHALTIC _ N _ PLASTIC RISERS PLUG (TYP.) SEAL -1 111= -1 111= 2' 1.D. A S PER INLET INVERT I S 3" ABOVE 4) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF (2" MIN.) ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR POLYLOK OR EQUAL WOVEN WIRE FENCE (MIN 14 1/2 GAUGE, ( m (AS REQUIRED) MAX. 6" MESH SPACING) BLANKET COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH 2 INLET 10' MAX. CENTER TO CENTER 36" M/N. FENCE POSTS, DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. j OUTLET 60�75� ( 259-409, o DRIVEN MIN. 16" INTO i 4" OR 3' MIN.- _ - TOTAL TOTAL 5) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A BLDG. SEWER -= FA - Z -� VOLUME u VOLUME GROUND. RESULT OF INITIAL APPLICATION. Lj o - ' I �SANITARY = WATER TIGHT JOINT (TYP.) Q ( I Q 6) SILT FENCEOBARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO 3 TEE ~ 00 PARGE W/NON-SHRINK GROUT I I _ __ _ _ _ ____ ____ ____ ____ ____ _ ____ _ _ CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. i D_ 4" MIN. INSIDE & OUT Y w - _ _ _ 0 ALL JOINTS BELO FULL - - - - - - - - 7 ALL STORM OUTFACES SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION AS PER LIQUID LEVEL TO BE BITUMINOUS o SANITARY TEE W/ EFFLUENT FILTER I I BAFFLE NOTE: - - - - - - - _ - _ _'_ _ _ _ _ _ _ _ - ) WATERTIGHT AND INTERIOR o POLYLOK PL-122 OR EQUAL BAFFLE NOT REQUIRED FOR --- - - ---- ---- ---- --- -- - - -- -_ --- ---- -_ _-_-_ _ - _ - - -- PLAN). 3 TANKS LESS THAN 10 FT. LENGTH 2 LEAKAGE TESTED COAT BAFFLE WITH - -_-_ L LD 8) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 PRIOR TO BACKFILLING KOP 300M _O 4"X18" MIN. - - _ _- - _ - - - _ __--_ = SLOPES. (AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, ti OR EQUAL OPENING I' - _ _ _ _ - - F KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE) U =U SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD. p L = PLAN VIEW - - - - - - - - - - - - - ) - F CONSTRUCTION SHALL NOT HAVE a 9 STREAM REACHES ON SITE AND DOWNSTREAM O 6" TO 1 2" LAYER - - ---- - -- - --- 6" MIN. SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT PEA GRAVEL OR EON DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. U CRUSHED STONE E� SECTION VIEW BEDDING LAYER v 10) VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME O PERSPECTIVE VIEW FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR O OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY N,o SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. o 0 O � SEPTIC TANK (1250 GAL. HEAVY DUTY SEPTIC TANK) aNO NCEDETAIL w Nz IIW NOT TO SCALE FORT MILLER OR EQUALQ U w T