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Home My WebLink AboutSite PlanV, LF; 1--27 (2)-2"x2'x3' STAKES EACH PaLE —1 1 I C-- 4" PVC ELBOW 2x2 5/8 16 GA. WIRE MESH,t 7 1— _ r ,,. fV b � .i SSB RSO 76, Iro7. Xo' Ir---. r 12'l - Ir ' n1 '\STANDARD D—BOX W✓IEL%OV_1 NOT TO SCALE 150 0 FILTER FABRIC POST — ASO WLF# \ . \ B COMPACTED/ WLF 1 �6 \ , 1-20 ANGLE 10' UP SLOPE J 4�� FOR STAEILITY APJD I I �flG SELF CLP4.4ING SILT FEJT NOT TO SCALE WLF; PROVIDE AND MAINTAIN A "re> 1-25 C014TINUOUS LINE OF SIJ / FENCE OR HAYEPROPOSEDWELL �d'i• O+LA� PAU 1 THROUGHOUT CONSTRUCTION : ° _ J O�J� LOC ON \ it �\ A� �'4� �- 1p \AVO ° s� \ ° • �S6 �. IQ�44i WLF# 1-•10 tri p 10 TH; WU ( 1-9 \ \ \ \ •, O \ i WLF i` H5G \\ 1-8 \ \ H5F TH,. ;1 I V, LF# 1-6 =H5A OU FO: DR! 440---` gpg 318.01' -- =, N37'34'43"E WLF# ...^_� - ` _ ��` _ ,- L-".-_ " .-.f„/'�.i ,.�^`-f .../'.�^`.'�...`_..,^.-. ''�../`..� ✓". OXOBOXO DAM ROAD I Q112=—ME."ct-t_OVE1LG"44S-0-1Qr,�/�qn V 1,ESCFIPTI r,, • N a� o EF -T i .a L• ; F'F'LD C, .FC ; CIHT' '_IP 9 _-_�� c=. _____ _._._ P I. i' L G I f ; : E ; E v.I: I•: L.I"' `- a ` c 1-1u _ TEST I-i;)LE 44 IN'vERT ELF` —' l+_Ifl tri p 10 TH; WU ( 1-9 \ \ \ \ •, O \ i WLF i` H5G \\ 1-8 \ \ H5F TH,. ;1 I V, LF# 1-6 =H5A OU FO: DR! 440---` gpg 318.01' -- =, N37'34'43"E WLF# ...^_� - ` _ ��` _ ,- L-".-_ " .-.f„/'�.i ,.�^`-f .../'.�^`.'�...`_..,^.-. ''�../`..� ✓". OXOBOXO DAM ROAD I Q112=—ME."ct-t_OVE1LG"44S-0-1Qr,�/�qn \s, 'IS ASO\ ¢s2 � .�S¢•� 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRI'V'EWAY, AND SEPTIC SYSM.l. 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND tAULCHED. 3. ALL TOPSOIL TO BE STOCI-'PILED OtJ SITE AND PROTECTED 'WITH HAYBALES OR SILT FENCE. 4 ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPE'>. 5. PRIOR. TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOtb'N OF MONTVILLE SHALL BE NOTIFIED 1"dHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTICIJ CAN OCCUR. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALL�Ti��N AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7. DUST CONTROL 1,°TILL BE ACCOMPLISHED BY SPRAYING PTH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUt.1 CIiLORIDE IEMEMARY yVG�ATIVE COVER MULCHES APPLICATION RATE PER 1000 S.F, STRAv"J/HAY 70-90 lbs, WOOD CHIPS 185-275 lbs. PLANTING 5QUEDULE SEEDING DATES' APRIL 1 — — — — — — — JUNE 15 AUGUST 1 ------ SEPTEMBER 15 SEED MIXTURE. 450" RED FESCUE 45o KENTUCKY BLUE GRAS 10°, PERENNIAL RYE NOTES FREE FROM 'NEED-) AND COARSE WJTEF FREE OF COARSE tA= TTER AIR DRIED, TREAT 12lbs NITROGEN ,% T+)rJ 12" BPOKEr1 (,zTr-rdE OR 1' SCREPIED GRAVEL TYPICAL &DTH SIDES 45,. \ LiFTIN , 4" 014 HOLE HANDLES r! - I1;�" TY 1 ��- KNOCKOUTS FOR TRENCH NSTALLATICrJ .END VIM 12" HIQH FLQ D� NOT TO SCALE 10'c ,— KNOCKOUT 11:, -ET AND OUT,.ET OF''ENIN,, t CAST CONCRETE CO'.iE?S r— Fe,CITIF� _ 1 , F•�FF-) T-' .`.iiHli 4 4 1� +:,`1� e. _ _ -12 +Jf -FADE -L ',!, E ?•I -,Hi H —1-�Y LET �%N' OUILET — I. 1 I _F R idlC= T_rr 1 FOL'TL=� FL- 1L NLET-JjTt ET CC'NTINUOUS HOT / J4- Cl ITLET. I' c AS SEAL- '---4 51 -HEI, il40 \ i+ v IrdLET EAFFLL CRQSS SECTION 1250/15 0 GALS 2 COMPARTMENT ,SEPTIC TAN N(}T TO ;CtLE u 1,ESCFIPTI r,, • ,j'P....se. FLFv T+" r'J EF -T .a L• ; F'F'LD C, .FC ; CIHT' '_IP 9 _-_�� c=. _____ _._._ P I. i' L G I f ; : E ; E v.I: I•: L.I"' `- a ` c \s, 'IS ASO\ ¢s2 � .�S¢•� 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRI'V'EWAY, AND SEPTIC SYSM.l. 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND tAULCHED. 3. ALL TOPSOIL TO BE STOCI-'PILED OtJ SITE AND PROTECTED 'WITH HAYBALES OR SILT FENCE. 4 ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPE'>. 5. PRIOR. TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOtb'N OF MONTVILLE SHALL BE NOTIFIED 1"dHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTICIJ CAN OCCUR. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALL�Ti��N AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7. DUST CONTROL 1,°TILL BE ACCOMPLISHED BY SPRAYING PTH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUt.1 CIiLORIDE IEMEMARY yVG�ATIVE COVER MULCHES APPLICATION RATE PER 1000 S.F, STRAv"J/HAY 70-90 lbs, WOOD CHIPS 185-275 lbs. PLANTING 5QUEDULE SEEDING DATES' APRIL 1 — — — — — — — JUNE 15 AUGUST 1 ------ SEPTEMBER 15 SEED MIXTURE. 450" RED FESCUE 45o KENTUCKY BLUE GRAS 10°, PERENNIAL RYE NOTES FREE FROM 'NEED-) AND COARSE WJTEF FREE OF COARSE tA= TTER AIR DRIED, TREAT 12lbs NITROGEN ,% T+)rJ 12" BPOKEr1 (,zTr-rdE OR 1' SCREPIED GRAVEL TYPICAL &DTH SIDES 45,. \ LiFTIN , 4" 014 HOLE HANDLES r! - I1;�" TY 1 ��- KNOCKOUTS FOR TRENCH NSTALLATICrJ .END VIM 12" HIQH FLQ D� NOT TO SCALE 10'c ,— KNOCKOUT 11:, -ET AND OUT,.ET OF''ENIN,, t CAST CONCRETE CO'.iE?S r— Fe,CITIF� _ 1 , F•�FF-) T-' .`.iiHli 4 4 1� +:,`1� e. _ _ -12 +Jf -FADE -L ',!, E ?•I -,Hi H —1-�Y LET �%N' OUILET — I. 1 I _F R idlC= T_rr 1 FOL'TL=� FL- 1L NLET-JjTt ET CC'NTINUOUS HOT / J4- Cl ITLET. I' c AS SEAL- '---4 51 -HEI, il40 \ i+ v IrdLET EAFFLL CRQSS SECTION 1250/15 0 GALS 2 COMPARTMENT ,SEPTIC TAN N(}T TO ;CtLE 2.1 IN FEET TEST HALE DATA PER REFEPEHCE PLAN TESTHOLE#H-5A 0"-10" TOPSOIL 8"-2 i 11 SUBSC1111_ 27"-79" GRAVEL, FINE SAND NO LEDGE, NO WATER, NO MOTTI-RI , TESTHO�-E jH�-B G"-1 1 " TOPSOIL 1 1"-38" SUBSOIL 381 "-62" GRAVEL AND COARSE TO VERY FINE SAND AND SILT, BOULDERS AND ROCKS NO LEDGE, 'WATER I«: 33", MOTTLING <'- 33" jETHr>LFf iSC C-`)" TOPSOIL C-"--")3" JJ SUBSOIL_ 33"-70" GRAVEL AND COARSE TO 'vEPY FINE SAND & SILT, EJULDERS & ROCKS LEDGE C 24", UPHILL SIDE OF_ HOLE WATER G' 41", t10 MOTTLING TESTHOLE #H50 0"-9" TOPSOIL Q-"-39" SUBSOIL 39"-70•' GRAVEL AND COARSE TO VERY FINE SAND & SILT, BOULDERS & ROCKS NO LEDGE, WATER s' 52•', MPOTTLINIG @ 39" TE' -THOLE #1-15F 0"-S" TOPSOIL 8"-34" L0411)I SEIP'lOil- 34'--8',}" HED. SAND AND GRAVEL NO LEDGE, NO 'A -,TER, f,JOTTLING ( 34„ PERS�lATIO�I RATE INFORI'14T!ON FF''OvIDED PER REFERENCE Fl-t4l PERCOLATION PATE 20 KIINUTES / INCH MAP REFERENCE SUBDIVIS! )l'i PLAN, `OHIrJG DISTRICT '�ti1<P- 160, R-80 AND R-12'--' PFEPA.1=ED FOR OXIBY FARM, LLC. FOF;SYfH ROAD, OLD COLCHESTER F `AD &, O;XOBO�O DA!,! ROAD, MONTVILLE, COtJNECTICUT, PREP,•'RED BY CHFiNDLEP, PALt.!EP Q; I<It13, :S; 10 i /2C� �0 '41TH F'EVI'S104,ISTCI C/OC. DESIGN D� PERCOLATION RATE = 20 I'AINUTES,/IrICH 4 BEDROOtr1 RESIDENCE REQUIRES 900 SF OFLE4'-H!'JC, <'-PEA PROVIDE (2v^ SECTS N$ 12 FLOC"+' GIFFU$C;PS [(2j SC' R;vj`",'aJ EFFECTIVE LEACHIrJ+; AREA = 944 SF PROVIDE A 1250 G41 -1 -CN 2-COt•APA.RTt.`IErJT TANI': M,L.S.S PE(-)U!RED = 24 r 1.5 x. _ 72' I'A.L.S.S. PROVIDED = 84* PREEAR.AR_L8 OE PROPOSE - 2MEM" AS__F4LLM 1. RE t,' 0VE AND STO,vKFILE TOPSOIL. PLACE E?AN1: PUfI GPLVEL (LESS THAN 57 FIrdES) PLACED It',' 6" LIFTS AND COt,IPACTED TO 950/'E-ENSI T Y . 3. EXCAVATE 6' ,^TIDE TRENCHES AND PREPP-RE SURFACE. 4. PLACE GALLERY UfJI T S IN TRENCH Vl T H ENDS` E'JTTED T,D ETHER TO PPOVIDE THE DESIRED LENGTH, 5. CAP ENDS QF PIPES. 6. PLACE A. 4' V/IDE STRIP OF J`JOtJ-';'iOVEN FiLTEP F -BER U OtJ 1CP OF THE ENTIRE LEtJGTH C+1' THE SYSTFI'A), AND BACKFILL ','.!TH tJ;TIi"E t,1ATE>✓'VL- 7. REPLACE TGPS011 , t -EL, ?-, HU_CH. NOTES 1. T3PGCF'At=H!C INFOFI-IATIGN 014 THIS PLAN ''!TN T-2 tv1Ar%F'ItJ STANDARDS 2. BASE FOP LE'.`EL.S. S1JBia1VfS! +i J to �P. 3. PROPOSED HCI -'SE A.rID SEPTIC S~STEM TO BE STAKED If' THE FIELD EKY A Lt -ND SUP':`EYOP LICENSED ItJ THE STATE OF C �f JNECTiCU T . 4. LOT AREA == 2 90'± ACRES (13:,x,: ^f SF) 5. BEN' '-�H!?AP'!=; TO EE SET EY SUF••f'EYOP !'I SEPT!.-. 4REA, AT TIME CIF Ci'NSTPU''--t1CtJ u 1,ESCFIPTI r,, • ,j'P....se. FLFv T+" r'J EF -T .a L• ; F'F'LD C, .FC ; CIHT' '_IP 9 _-_�� c=. _____ _._._ P I. i' L G I f ; : E ; E v.I: I•: L.I"' `- a IfJL_�.fJC ',"ETLArJ�S 1-1u _ TEST I-i;)LE 44 2.1 IN FEET TEST HALE DATA PER REFEPEHCE PLAN TESTHOLE#H-5A 0"-10" TOPSOIL 8"-2 i 11 SUBSC1111_ 27"-79" GRAVEL, FINE SAND NO LEDGE, NO WATER, NO MOTTI-RI , TESTHO�-E jH�-B G"-1 1 " TOPSOIL 1 1"-38" SUBSOIL 381 "-62" GRAVEL AND COARSE TO VERY FINE SAND AND SILT, BOULDERS AND ROCKS NO LEDGE, 'WATER I«: 33", MOTTLING <'- 33" jETHr>LFf iSC C-`)" TOPSOIL C-"--")3" JJ SUBSOIL_ 33"-70" GRAVEL AND COARSE TO 'vEPY FINE SAND & SILT, EJULDERS & ROCKS LEDGE C 24", UPHILL SIDE OF_ HOLE WATER G' 41", t10 MOTTLING TESTHOLE #H50 0"-9" TOPSOIL Q-"-39" SUBSOIL 39"-70•' GRAVEL AND COARSE TO VERY FINE SAND & SILT, BOULDERS & ROCKS NO LEDGE, WATER s' 52•', MPOTTLINIG @ 39" TE' -THOLE #1-15F 0"-S" TOPSOIL 8"-34" L0411)I SEIP'lOil- 34'--8',}" HED. SAND AND GRAVEL NO LEDGE, NO 'A -,TER, f,JOTTLING ( 34„ PERS�lATIO�I RATE INFORI'14T!ON FF''OvIDED PER REFERENCE Fl-t4l PERCOLATION PATE 20 KIINUTES / INCH MAP REFERENCE SUBDIVIS! )l'i PLAN, `OHIrJG DISTRICT '�ti1<P- 160, R-80 AND R-12'--' PFEPA.1=ED FOR OXIBY FARM, LLC. FOF;SYfH ROAD, OLD COLCHESTER F `AD &, O;XOBO�O DA!,! ROAD, MONTVILLE, COtJNECTICUT, PREP,•'RED BY CHFiNDLEP, PALt.!EP Q; I<It13, :S; 10 i /2C� �0 '41TH F'EVI'S104,ISTCI C/OC. DESIGN D� PERCOLATION RATE = 20 I'AINUTES,/IrICH 4 BEDROOtr1 RESIDENCE REQUIRES 900 SF OFLE4'-H!'JC, <'-PEA PROVIDE (2v^ SECTS N$ 12 FLOC"+' GIFFU$C;PS [(2j SC' R;vj`",'aJ EFFECTIVE LEACHIrJ+; AREA = 944 SF PROVIDE A 1250 G41 -1 -CN 2-COt•APA.RTt.`IErJT TANI': M,L.S.S PE(-)U!RED = 24 r 1.5 x. _ 72' I'A.L.S.S. PROVIDED = 84* PREEAR.AR_L8 OE PROPOSE - 2MEM" AS__F4LLM 1. RE t,' 0VE AND STO,vKFILE TOPSOIL. PLACE E?AN1: PUfI GPLVEL (LESS THAN 57 FIrdES) PLACED It',' 6" LIFTS AND COt,IPACTED TO 950/'E-ENSI T Y . 3. EXCAVATE 6' ,^TIDE TRENCHES AND PREPP-RE SURFACE. 4. PLACE GALLERY UfJI T S IN TRENCH Vl T H ENDS` E'JTTED T,D ETHER TO PPOVIDE THE DESIRED LENGTH, 5. CAP ENDS QF PIPES. 6. PLACE A. 4' V/IDE STRIP OF J`JOtJ-';'iOVEN FiLTEP F -BER U OtJ 1CP OF THE ENTIRE LEtJGTH C+1' THE SYSTFI'A), AND BACKFILL ','.!TH tJ;TIi"E t,1ATE>✓'VL- 7. REPLACE TGPS011 , t -EL, ?-, HU_CH. NOTES 1. T3PGCF'At=H!C INFOFI-IATIGN 014 THIS PLAN ''!TN T-2 tv1Ar%F'ItJ STANDARDS 2. BASE FOP LE'.`EL.S. S1JBia1VfS! +i J to �P. 3. PROPOSED HCI -'SE A.rID SEPTIC S~STEM TO BE STAKED If' THE FIELD EKY A Lt -ND SUP':`EYOP LICENSED ItJ THE STATE OF C �f JNECTiCU T . 4. LOT AREA == 2 90'± ACRES (13:,x,: ^f SF) 5. BEN' '-�H!?AP'!=; TO EE SET EY SUF••f'EYOP !'I SEPT!.-. 4REA, AT TIME CIF Ci'NSTPU''--t1CtJ DATE "D 3/2601 SCALE: 1' =`0,, SHEET 1 OF 1 DATE 1,ESCFIPTI F:.15E C' FOC-TII:G DFA rJ FLFv T+" r'J EF -T 45G DATE "D 3/2601 SCALE: 1' =`0,, SHEET 1 OF 1 SEPTIC SYSTEM PLAN PREPARED FOR CHRISTOPHER NEWELL LOT #44/8-004 OXIBY FARM 450 OXOBOXO DAM ROAD MONTVILLE, CONNECTICUT CHANDLER, PALMER e--- KING AChite::t;lre, EnginFerinq and StjrJe'jinq [ 110 6='0A—'VJY NOWC,H, CT 0831!0 ERO-1N'9-3307 FAX 880—$11-78^t ELE.'. FLFv T+" r'J EF -T 45G F'F'LD C, .FC ; CIHT' '_IP _-_�� c=. _____ _._._ P I. i' L G I f ; : E ; E v.I: I•: L.I"' `- ------:'`LF'� IfJL_�.fJC ',"ETLArJ�S 1-1u _ TEST I-i;)LE 44 IN'vERT ELF` —' l+_Ifl SEPTIC SYSTEM PLAN PREPARED FOR CHRISTOPHER NEWELL LOT #44/8-004 OXIBY FARM 450 OXOBOXO DAM ROAD MONTVILLE, CONNECTICUT CHANDLER, PALMER e--- KING AChite::t;lre, EnginFerinq and StjrJe'jinq [ 110 6='0A—'VJY NOWC,H, CT 0831!0 ERO-1N'9-3307 FAX 880—$11-78^t