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HomeMy WebLinkAboutSite Plan20 10 0 20 GRAPHIC SCALE IN FEET QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER fQ SURVEY d^ Q ENVIRONMENTAL CIVILAy"Ill STRUCTURAL ARCHITECTURAL FILE 3 ANGLE 10' UP SLOPE FOR STABILITY AND SELF CLEANING ,SILT FENCE NOT TO SCALE CAST CONCRETE COVERS -J PLAN 4x4 12.6/12.6 GA. WIRE MESH INLET FH " VENTQUID LEVEL Tl � 00OUS HOT IALT SEAL ULE #40 FLE +� 4 4" OUTLET BAFFLE LINED W/ 1/8- PVC 60` GAS DEFLECTOR CROSS _ SECTION 1 Q.00 %IALLON 2CO M PARTM ENT SEPTIC TANK NOT TO SCALE 2X2 5/8 16 GA. WIRE MESH ( 1 1/2" -APPROVED AGGREGATE SE -ECT FILL. MATERIAL "SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE 3" SIEVE. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET N PROVIDE 4 OUTLET FILTER POLYLOK OUTLET PL --122 UD lot w� 2""�..._ 2 P-1 rim I I 17. AJO 111 NOT • SCALE PERCENT PASSING KNOCKOUT INLET & SIEVE SIZE #4 OUTLET OPENINGS DRY .SIEVE 100% 70%-100% END VIEW 40 RIBS INSIDE 4....o 10%-75% 7 2" HIGH FLOW DIFFUSOR 110 100 200 0%-20% 0%-5% 1 + N + CL Q) CAST CONCRETE COVERS -J PLAN 4x4 12.6/12.6 GA. WIRE MESH INLET FH " VENTQUID LEVEL Tl � 00OUS HOT IALT SEAL ULE #40 FLE +� 4 4" OUTLET BAFFLE LINED W/ 1/8- PVC 60` GAS DEFLECTOR CROSS _ SECTION 1 Q.00 %IALLON 2CO M PARTM ENT SEPTIC TANK NOT TO SCALE 2X2 5/8 16 GA. WIRE MESH ( 1 1/2" -APPROVED AGGREGATE SE -ECT FILL. MATERIAL "SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE 3" SIEVE. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET N PROVIDE 4 OUTLET FILTER POLYLOK OUTLET PL --122 UD lot w� 2""�..._ 2 P-1 rim I I 17. AJO 111 NOT • SCALE NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING AREA UTILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER, THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. 1 _`ll■ • � � � •_ ' aid i _`!� TESTHOLE #5 0"-9" TOPSOIL 9"-44" SUBSOIL 44"-102" SANDY TILL W/SOME SILT MOTTLES @ 23" WATER ® 60" NO LEDGE TESTHOLE #6 0"-6" TOPSOIL 6"-40" SUBSOIL 40"-87" COURSE SANDY TILL MOTTLES © 40" WATER ® 60" NO LEDGE PERC PER MAP REFERENCE = 7 MINUTES / INCH MAP_ REFERENCE 1.) SUBDIVISION PLAN "PCBBLE CREEK" PREPARED FOR BARBARA L. PIENIADZ, RAYMOND HILL ROAD & VELGOUSE ?OAD, MONTVILLE, CONNECTICUT, SCALED: 1" - 40', DATED: JANUARY 3, 1989, WITH PIDDITIONS & REVISIONS TO AUGUST 17, 1989, SHEET 2 OF 2, BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT. DESIGN DATA PERCOLATION RATE = 7.0 MINUTES/INCH 3 BEDROOM RESIDENCE P__0UIRES 495 SF OF LEACHING AREA PROVIDE 1 ROW OF 11 - 8'x4'x1' GALLERIES IN SERIES. EFFECTIVE LEACHING AREA = 519.2 SF PROVIDE A 1000 GALLON 2 -COMPARTMENT TANK M.L.S.S. REQUIRED = 26x1.5x1.2=46.8' M.L.S.S. PROVIDED = 88' PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS 1.) REMOVE AND STOCKPILE TOPSOIL. 2.) PLACE SELECT FILL AS REQUIRED, 3.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE. 4.) PLACE UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED LENGTH. 5.) RUN PIPE THRU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH APPROVED AGGREGATE. 6.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM. 7.) REPLACE TOPSOIL, SEED & MULCH. NOTES 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T--2 MAPPING STANDARDS. 2.) BASE FOR LEVELS: SU"DIVISION MAP. ?) PROPOSED HOUSE AN %-PTIC S, cTr-ail TO `9E STAKED IN TI IE FIE,_", BY A LAND SURVEYOR LICENSED IN TtiE STiNTE OF CONNECTICUT. 4.) LOT AREA - 54.61 1 t SQ.FT. 5.) BENCHMARK TO BE SLI IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION. 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE, 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES, 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6.) THE CONTRACTOR WIU- BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7.) DUST CONTROL WILL 3E ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATNE Q=, PLANTING _SCHMUL L MULCHES APPLICATION R/TE NOTES SEEDING. DATES: PER 1000 S.=. APRIL 1 -- JUNE 15 AUGUST 1 -- SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-275 Ib!;, FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE FF ELEV SF -----� 100 --- c�ooc _u A WLF# THI FIRST FLOOR ELEVATION SQUARE FEET EXISTING CONTOURS PROPOSED CONTOURS STONE WALL EXISTING TREELINE BUILDING SETBACK LINE PROPOSED PERCENT PASSING 112" TYP.I KNOCKOUTS FOR TRENCH INSTALLATION SIEVE SIZE #4 WET SIEVE 100% 70%-100% DRY .SIEVE 100% 70%-100% END VIEW 40 10%--50% 10%-75% 7 2" HIGH FLOW DIFFUSOR 110 100 200 0%-20% 0%-5% 0%-5% 0%-2.5% NOT TO SCALE NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING AREA UTILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER, THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. 1 _`ll■ • � � � •_ ' aid i _`!� TESTHOLE #5 0"-9" TOPSOIL 9"-44" SUBSOIL 44"-102" SANDY TILL W/SOME SILT MOTTLES @ 23" WATER ® 60" NO LEDGE TESTHOLE #6 0"-6" TOPSOIL 6"-40" SUBSOIL 40"-87" COURSE SANDY TILL MOTTLES © 40" WATER ® 60" NO LEDGE PERC PER MAP REFERENCE = 7 MINUTES / INCH MAP_ REFERENCE 1.) SUBDIVISION PLAN "PCBBLE CREEK" PREPARED FOR BARBARA L. PIENIADZ, RAYMOND HILL ROAD & VELGOUSE ?OAD, MONTVILLE, CONNECTICUT, SCALED: 1" - 40', DATED: JANUARY 3, 1989, WITH PIDDITIONS & REVISIONS TO AUGUST 17, 1989, SHEET 2 OF 2, BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT. DESIGN DATA PERCOLATION RATE = 7.0 MINUTES/INCH 3 BEDROOM RESIDENCE P__0UIRES 495 SF OF LEACHING AREA PROVIDE 1 ROW OF 11 - 8'x4'x1' GALLERIES IN SERIES. EFFECTIVE LEACHING AREA = 519.2 SF PROVIDE A 1000 GALLON 2 -COMPARTMENT TANK M.L.S.S. REQUIRED = 26x1.5x1.2=46.8' M.L.S.S. PROVIDED = 88' PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS 1.) REMOVE AND STOCKPILE TOPSOIL. 2.) PLACE SELECT FILL AS REQUIRED, 3.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE. 4.) PLACE UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED LENGTH. 5.) RUN PIPE THRU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH APPROVED AGGREGATE. 6.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM. 7.) REPLACE TOPSOIL, SEED & MULCH. NOTES 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T--2 MAPPING STANDARDS. 2.) BASE FOR LEVELS: SU"DIVISION MAP. ?) PROPOSED HOUSE AN %-PTIC S, cTr-ail TO `9E STAKED IN TI IE FIE,_", BY A LAND SURVEYOR LICENSED IN TtiE STiNTE OF CONNECTICUT. 4.) LOT AREA - 54.61 1 t SQ.FT. 5.) BENCHMARK TO BE SLI IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION. 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE, 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES, 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6.) THE CONTRACTOR WIU- BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7.) DUST CONTROL WILL 3E ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATNE Q=, PLANTING _SCHMUL L MULCHES APPLICATION R/TE NOTES SEEDING. DATES: PER 1000 S.=. APRIL 1 -- JUNE 15 AUGUST 1 -- SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-275 Ib!;, FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE FF ELEV SF -----� 100 --- c�ooc _u A WLF# THI FIRST FLOOR ELEVATION SQUARE FEET EXISTING CONTOURS PROPOSED CONTOURS STONE WALL EXISTING TREELINE BUILDING SETBACK LINE PROPOSED SILT FENCE PROPOSED FENCE PROPOSED LIMITS OF CLEARING PROPOSED BURIED UTILITIES LIMITS OF INLAND WETLANDS INVERT ELEVATION TEST HOLE H C/1 ct 0 t!� 2iii W U z Q CL c CL o m 2 W 0 W t7 OL W F= � W CL V) m z 0 z a O c) 0 w 0 W W cr w d 0 O z E 0 N U co Q) -c N CO c CO 0 a� c c 0 0 t E a z co 0 CD to U Lo o o �n L U � U 0 •U 1] Q1 .L O cZ�{/a c� 0 cv i- N E i-CLIW- U m W N r- CO O M M LO z Oo Q �? , cy = z wO 0c) Z c z RA �» CO CL Q) N � F- n .G a n In r N N 0 00 to o 0 M N I C5 o C f cv O z L LU Y z z y O O to d w O w c>' O w cy- D_ o -+ DATE, 04/17/2006 I SCALE: 1 " = 20' 1 SHEET 1 of 1 (110L_.1o�--tic . E55 i) 1 \ ,�I J _ 2:_cl - C�)�, . w 1 3 \ I r te, ,.,/ ► 7. ---... �� __.-- Y � � f ►cam �\ - --� \ \ ria ��' t�--�.a.._. � c�%✓tr�r-� ��'�.. =L1 t A FRAME 4 CONE RISER VARIES A 1� BASE I. 4' WK 4' MIN. . 6' MIN. r�—�-- f PI:ECAST REINFORCED CONCRETE W 14HOLE EtCtNTRtC CONE WELDED WIRE FABRIC t TYR ) VERTICAL SECTION MANHOLE REINFORCED PRECAST CONCRIrTE UNIT'S WHEN THIS DtWi+SION EXCEEDS IOFT., MANHOL.1 LIFTING HOLES (TYP.) WILL BE CLASSED AS �t FILL WITH MORTAR ) MA 40LE OVER 10F1 DEEP. �PRItC REINFORCED CONCRETE TGiNd6; , AND GROOVE RISERS AS Rir4tflfEf7 1�FFMLEX BLEMWATERSTG T fW"P GASKET S� w11t.1 5' OR G' DIA. PRECAST BASES MAY K USED WHEN REQUIRED DUE TO SIZEOR NUM9tR OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' AND 6' BASES AS DIRECTED BY THE ENGIN!`ER. WALL TfIICRNESS TO INCREASE I ' FOR EACH C OF INSIDE ;DIAMETER INCREASE AI. 0 rte" ,L.1: -✓.*- ��a.u�-- Imo. t,�._t.�-�t�.✓�� 4-► N all ry I \� Lc:3-►- � - til _155 1-1 t �a 4 d` L C J• Q0 06 oJ� 'q`$00 �� •" 0_0 C�iVt 00-.0, c, Pikt 1 --- .ter - gip,d •��..� 0 ' �vud J va 1 =L1 t A FRAME 4 CONE RISER VARIES A 1� BASE I. 4' WK 4' MIN. . 6' MIN. r�—�-- f PI:ECAST REINFORCED CONCRETE W 14HOLE EtCtNTRtC CONE WELDED WIRE FABRIC t TYR ) VERTICAL SECTION MANHOLE REINFORCED PRECAST CONCRIrTE UNIT'S WHEN THIS DtWi+SION EXCEEDS IOFT., MANHOL.1 LIFTING HOLES (TYP.) WILL BE CLASSED AS �t FILL WITH MORTAR ) MA 40LE OVER 10F1 DEEP. �PRItC REINFORCED CONCRETE TGiNd6; , AND GROOVE RISERS AS Rir4tflfEf7 1�FFMLEX BLEMWATERSTG T fW"P GASKET S� w11t.1 5' OR G' DIA. PRECAST BASES MAY K USED WHEN REQUIRED DUE TO SIZEOR NUM9tR OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' AND 6' BASES AS DIRECTED BY THE ENGIN!`ER. WALL TfIICRNESS TO INCREASE I ' FOR EACH C OF INSIDE ;DIAMETER INCREASE AI. 0 rte" ,L.1: -✓.*- ��a.u�-- Imo. t,�._t.�-�t�.✓�� 4-► N all ry I \� Lc:3-►- � _4_5-E- tel— -101 I -- n D _ -- \,. \ a ..... ,. t -r u t_L,J ©u� ' O t �a , i t ............ T� _4_5-E- tel— -101 I -- n D _ -- \,. \ a ..... ,. t -r u t_L,J ©u� ' O -�c�—r,,�..-I� S-r-c�.,Y3 � �)-•+--tea-•-� � �� �.1 rTtJ �s • l � Z � 1 zd-. p-r'i-�} �s�� E t r�..�'3 � �( -Z:D tc 36 - 88' Imo --f ._Gm::x Cc:)t j� 46`- <5 -�-6tT� (� ��3� t�J,�.T @ �3�•k=' t��.4T-1-: Cb� 4C-� � �.A-..�-- i �r Ct� 1 cY- ► 0" �c'-acs a l_ _ L�''-� 1 " —l��r� s t_ t�.d.� /s=ty l.�t f 5 �t�• �� `) , , f `5 L_ -r -le _T i t - �- 8E3"-- tt_ ' C_C::,,�Z-3 F—z= .,- Z9' 'Sc rte, t O' = 8 'moo- x� I L ._- i_ 1 c� •f�aTT- � I . rcD Z' 75L_�sco t %_ f�-----z- ccs ��' t�1,a.. O 9 r c,-�'--...tet t____ , ! Tom--- --n , L� r�> -r-� --tom n,— 1-4 t:== LT-`3�c T� i •..% I� I ©ices---r�....1 r Cir • -- tires � r �� � � V 1rr+� t I Ww+'�../ � mmomw �r-- -u ► r c=k-J s JL-) ►_..tom ) m® t �a , i t Pikt 1 --- .ter - s� --_ _--• - -�c�—r,,�..-I� S-r-c�.,Y3 � �)-•+--tea-•-� � �� �.1 rTtJ �s • l � Z � 1 zd-. p-r'i-�} �s�� E t r�..�'3 � �( -Z:D tc 36 - 88' Imo --f ._Gm::x Cc:)t j� 46`- <5 -�-6tT� (� ��3� t�J,�.T @ �3�•k=' t��.4T-1-: Cb� 4C-� � �.A-..�-- i �r Ct� 1 cY- ► 0" �c'-acs a l_ _ L�''-� 1 " —l��r� s t_ t�.d.� /s=ty l.�t f 5 �t�• �� `) , , f `5 L_ -r -le _T i t - �- 8E3"-- tt_ ' C_C::,,�Z-3 F—z= .,- Z9' 'Sc rte, t O' = 8 'moo- x� I L ._- i_ 1 c� •f�aTT- � I . rcD Z' 75L_�sco t %_ f�-----z- ccs ��' t�1,a.. O 9 r c,-�'--...tet t____ , ! Tom--- --n , L� r�> -r-� --tom n,— 1-4 t:== LT-`3�c T� i •..% I� I ©ices---r�....1 r Cir • -- tires � r �� � � V 1rr+� t I Ww+'�../ � mmomw �r-- -u ► r c=k-J s JL-) ►_..tom ) m® SOIL TEST DATA (PER MAP REFERENCE) TH#5 0"-9" - TOPSOIL 9"44" - SUBSOIL 44"-102" - SANDY TILL W/SOME SILT MOTTLES@23", WATER@60", NO LEDGE TH#6 0"-8" - TOPSOIL 8"40" - SUBSOIL 40"-87" - COURSE SANDY TILL MOTTLES@40", WATER@60", NO LEDGE PERC RATE (PER MAP REFERENCE) 1" IN 7 MINUTES 2X2 5/8 16 GA. WIRE MESH 7 -4 X11/2" M 1 , N M 76 Q .i `.• M rt 00 `cv - 2 STANDARD D -BOX NOT TO SCALE FILTER FABRIC POST - COMPACTED BACKFILL --/ ANGLE 100 UP SLOPE FOR STABILITY AND SELF CLEANING A SILT FENCE NOT TO SCALE ASTM C-33 SAND SPECIFICATIO SIEVE SIZE PERCENT PASSING 0.375" 100 #4 95-100 #8 80-100 #16 50-85 #30 25-60 #50 5-30 #100 <10 #200 <5 DRIVEWAY 00 M �M 0 LOT 6C (PER SUBDIVISION MAP) N i M �t M N M LEGEND: F.F. FIRST FLOOR EL. ELEVATION S.F. SQUARE FEET TYP. TYPICAL IPIN IRON PIN REC. RECOVERED x480.2 EXISTING SPOT ELEVATION x490.2- PROPOSED SPOT ELEVATION - - 322 EXISTING CONTOURS r322 PROPOSED CONTOURS BUILDING SETBACK LINE TEST HOLE ASTM C-33 SAND CT DOT #6 STONE - DISTRIBUTION PIPE ,111111 ���®F` 00NNF,���� �i % •.,......... C' ., e q' .. Sa+�.a i NO, 24267 j4U CE;" i GINEER DATE N A N N m; MLSS & DESIGN DATA 4 BEDROOM RESIDENCE SLOPE -10% PERC RATE -1" IN 7.0 MIN. RESTRICTIVE LAYER - 23" (IRF) 28 x (FF) 2.0 x (PF) 1.2 = 67.2' MLSS REQUIRED - 67.2' MLSS PROVIDED - 68' 4 BEDROOM HOUSE REQUIRES 660 S.F. OF EFFECTIVE LEACHING AREA USE 68 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (68 x 10.0 = 680 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 61" 51" 48" 1500 GAL 69" 59" 56" 4 x 412.6/12.6 GA. WIRE MESH .171/2". r F- 6 x 6 6/6 GA. WIRE MESH 4 CONTINUOUS HOT P w ASPHALT SEAL " SCHED, #40 APPUPr CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE FINISH GRADE TO DIRECT RUNOFF AWAY FROM SYSTEM 6" MIN. COVER FILTER FABRIC OVER .- ,T :w - `- CT DOT #6 STONE ASTM C-33 SAND CROSS SECTION A -A 6' MIN. H = 6" (GST 6206) 12" (GST 6212) 18" (GST 6218) 24" (GST 6224) 30" (GST 6230) 36" (GST 6236) ONE ASTM C-33 SAND CROSS SECTION B -B GEOMATRIX GST LEACHING SYSTEM ``01%ilIIIIIi111111 *:z: E BELIE , THIS MAP IS SUBSTANTIALLY CORRECT T � I NO VALID WITHOUT A LIVE SIGNATURE AL F TINE SIJRVEYOR HEREON. A. DESCHAMPS L.S. #70019 LN DATE EROSION AND SEDIMENT CONTROL PLAN: 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE DRIVEWAY AND SEPTIC SYSTEM, 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE PER 1000 S.F. STRAW/HAY 70-901bs. WOOD CHIPS 185-275 tbs. PLANTING SCHEDULE: SEEDING DATES: APRIL 1------- JUNE 15 AUGUST 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE DESIGN NOTES: 1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN. 2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN, IN THE EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED, LEACHING SYSTEM CONSTRUCTION NOTES: NOTES FREE FROM WEEDS AND COARSE MATTER FREE OF COARSE MATTER AIR DRIED, TREAT WITH 12lbs NITROGEN / TON I TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: OUTLET A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES. B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO.4 & 3" SIEVES) NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO.4 SIEVE. FILTER FITTER C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA: DEVICE SIEVE SIZE: #4 #10 #40 #100 #200 %PASSING: 100 70-100 **10-50 0-20 0-5 WET SIEVE °f° PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE ** PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. 2, DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT. 3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OF THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED. SEPTIC SYSTEM CONSTRUCTION NOTES: PROJECT NO. 1V -V KNOCKOUT INLET AND OUTLET OPENINGS N R.A.D. DATE: 3/27/17 SCALE: A SHEET 1 OF 1 L �j CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 61" 51" 48" 1500 GAL 69" 59" 56" 4 x 412.6/12.6 GA. WIRE MESH .171/2". r F- 6 x 6 6/6 GA. WIRE MESH 4 CONTINUOUS HOT P w ASPHALT SEAL " SCHED, #40 APPUPr CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE FINISH GRADE TO DIRECT RUNOFF AWAY FROM SYSTEM 6" MIN. COVER FILTER FABRIC OVER .- ,T :w - `- CT DOT #6 STONE ASTM C-33 SAND CROSS SECTION A -A 6' MIN. H = 6" (GST 6206) 12" (GST 6212) 18" (GST 6218) 24" (GST 6224) 30" (GST 6230) 36" (GST 6236) ONE ASTM C-33 SAND CROSS SECTION B -B GEOMATRIX GST LEACHING SYSTEM ``01%ilIIIIIi111111 *:z: E BELIE , THIS MAP IS SUBSTANTIALLY CORRECT T � I NO VALID WITHOUT A LIVE SIGNATURE AL F TINE SIJRVEYOR HEREON. A. DESCHAMPS L.S. #70019 LN DATE EROSION AND SEDIMENT CONTROL PLAN: 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE DRIVEWAY AND SEPTIC SYSTEM, 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE PER 1000 S.F. STRAW/HAY 70-901bs. WOOD CHIPS 185-275 tbs. PLANTING SCHEDULE: SEEDING DATES: APRIL 1------- JUNE 15 AUGUST 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE DESIGN NOTES: 1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN. 2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN, IN THE EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED, LEACHING SYSTEM CONSTRUCTION NOTES: NOTES FREE FROM WEEDS AND COARSE MATTER FREE OF COARSE MATTER AIR DRIED, TREAT WITH 12lbs NITROGEN / TON I TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: OUTLET A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES. B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO.4 & 3" SIEVES) NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO.4 SIEVE. FILTER FITTER C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA: DEVICE SIEVE SIZE: #4 #10 #40 #100 #200 %PASSING: 100 70-100 **10-50 0-20 0-5 WET SIEVE °f° PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE ** PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. 2, DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT. 3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OF THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED. SEPTIC SYSTEM CONSTRUCTION NOTES: PROJECT NO. 17-025 DRAWN BY: R.A.D. DATE: 3/27/17 SCALE: i"=20' SHEET 1 OF 1 REVISIONS 1. CONSTRUCTION SEQUENCE: A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA. B. PLACE SELECT FILL IF REQUIRED. C. CONSTRUCT LEACHING TRENCH TO DESIGN LINE & GRADE. D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS WITH EROSION CONTROLS UNTIL FIRST MOWING. 2. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL. 3• ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED. 4, SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN STONE ON COMPACTED SUBGRADE. 5. THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND SEPTIC SYSTEM AS SHOWN ON THIS PLAN. 6. APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO.4 STONE: SIEVE SIZE PERCENT PASSING (BY WEIGHT) 2 -INCH 100 1 -1/2 -INCH 90-100 1 -INCH 2O-55 3/4 -INCH 0-10 3/8 -INCH 0-5 7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. 8, THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 5" INTO EXISTING GRADE, 20 10 0 20 GRAPHIC SCALE IN FEET NOTES: 1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 3. BASE FOR LEVELS: PER REFERENCE MAP. 4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT R-40. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES. 6. TOTAL AREA OF PROPERTY - 54,611 S.F.f (1.25 ACRES 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION. REFERENCE MAP: SUBDIVISION PLAN - PEPPLE CREEK - PREPARED FOR BARBARA L. PIENIADZ, RAYMOND HILL ROAD & VELGOUSE ROAD, MONTVILLE, CONNECTICUT, SCALE: 1 "=40', JANUARY 3,1989, REV. TO 8/17/89, BY CHANDLER, PALMER & KING, SEPTIC SYSTEM DESIGN PLAN PREPARED FOR APPROVED POR WILLIAM J. PIENIADZ #749 RAYMOND HILL ROAD MONTVILLE, CONNECTICUT LOT 6D ADVANCED SURVEYS, LLC. N 25 Apple Lane, Colchester CT. 06415 W E Phone & Fax (860) 267-5979 S W