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HomeMy WebLinkAboutPlot Plan (Sanitary)I DEEP TEST PIT AND PERCOLATION Jr -5T5 RF-5ULT5 DEEP TEST PITS #1-#5 WERE DUG ON 4-3-89 AND WITNESSED BY AL GOSSELIN OF THE UNCAS HEALTH DISTRICT. DEEP TEST PITS #IA -#7A WERE WITNESSED BY ROBERT J SCHUCH P.E. AND RAY ANDREWS OF THE UNCAS HEALTH DISTRICT ON 10-13-95, PERCOLATION TESTS P-1 AND P-2 WERE PERFORMED ON 8-18-89. PERCOLATION TEST P -1A WAS PERFORMED ON 10-13-95, TP #1 0' - 4- DARK BROWN TOPSOIL 4' 21' ORANGE -BROWN FINE SANDY LOAM WITH TRACES OF GRAVEL 21' 36' TAN MODERATELY COMPACT SANDY LOAM WITH SOME GRAVEL, COBBLES AND STONES LEDGE AT 35', NO GROUNDWATER, MOTTLING AT 29' TP #2 01 - 81 DARK BROWN TOPSOIL 8' - 26' ORANGE -BROWN SILTY LOAM WITH TRACES OF GRAVEL 26, - 51, TAN MODERATELY COMPACT SANDY LOAM WITH GRAVEL, COBBLES AND STONES LEDGE AT 51', NO GROUNDWATER, NO MOTTLING TP #3 0' - 5' DARK BROWN TOPSOIL 5' - 29' ORANGE -BROWN VERY FINE SANDY LOAM WITH SOME GRAVEL 29' - 44' TAN MODERATELY COMPACT FINE SAND, MEDIUM SAND WITH GRAVEL AND COBBLES 44' - 80' DARK TAN GRAVEL AND COBBLES WITH SOME MEDIUM SAND AND STONES LEDGE AT 80', GROUNDWATER AT 46', MOTTLING AT 36' TP #4 0' - 70 DARK BROWN TOPSOIL 7' - 29' ORANGE -BROWN VERY FINE SANDY LOAM WITH SOME GRAVEL 29' - 47' TAN MODERATELY COMPACT LOAMY SAND, PULVERIZED BEDROCK, 47' - 75' PULVERIZED BEDROCK LEDGE AT 75', GROUNDWATER AT 69', MOTTLING AT 31' TP 45 01 - 51 DARK BROWN TOPSOIL 5' - 31' ORANGE -BROWN FINE SANDY LOAM 31' - 37' TAN FRIABLE SANDY LOAM WITH GRAVEL, COBBLES AND STONES LEDGE AT 37', NO GROUNDWATER, NO MOTTLING TP #1A 0' - 12' DARK, BROWN TOPSOIL 12' - 36' LIGHT BROWN FINE SANDY LOAM WITH BOULDERS 36' -- 54' MODERATELY COMPACT LIGHT BROWN SANDY TILL LEDGE AT 54', NO GROUNDWATER, NO MOTTLING TP #2A AAJbJ?f-VLAiT -JON5 r -%L-# 0' - 12' DARK BROWN TOPSOIL 12' - 36' LIGHT BROWN FINE SANDY LOAM WITH BOULDERS 36' -- 54' MODERATELY COMPACT LIGHT BROWN SANDY TILL CAST IRON PIPE 1) - BO x LEDGE AT 54', NO GROUNDWATER, NO MOTTLING TP #3A ELEVATION 0' - 12' DARK BROWN TOPSOIL 12' - 36' LIGHT BROWN FINE SANDY LOAM 36' - 54' TAN MODERATELY COMPACT SANDY TILL TL57 140--ATKf,4 AND NIJMF)fk I Z LEDGE AT 54', NO GROUNDWATER, NO MOTTLING TP #4A FluoVINYL 1--HL(,)�lut PIPE 01 - 12, DARK BROWN TOPSOIL 12' - 36' LIGHT BROWN FINE SANDY LOAM WITH MANY BOULDERS AND STONES 36' - 60' TAN MODERATELY COMPACT SANDY TILL WITH MANY STONES F i'P[CAL LEDGE AT 60', NO GROUNDWATER, NO MOTTLING TP #5A ELEVATION') BASED ON ASSUMED DATUM. TOPOGRAPHY TAKEN FROM FIELD SURVEY DONEE 01 - 8. DARK BROWN TOPSOIL 81 - 30, LIGHT BROWN FINE SANDY LOAM 30, - 60, LIGHT BROWN MODERATELY COMPACT FINE SAND WITH SOME STONES til z LEDGE AT 60', NO GROUNDWATER, MOTTLING AT 36' TP #6A 00 - e# DARK BROWN TOPSOIL 8' - 36' LIGHT BROWN FINE SANDY LOAM 36' - 60' GRAY BROWN MODERATELY COMPACT SAND FIRM L,R()UNDWA LEDGE AT ii NO GROUNDWATER, MOTTLING AT 48' TP #7A KICTTLIN 01 u. F'LA-e- AND COMPACT SUITABLE FILL MATERIAL (CLEAN BANK- RUN QZAVELI IN Ic" DARK BROWN TOPSOIL 10, 36,1 ..IGHBROWN FINE '--'ANDY LOAM WITH BOULDF-R,'-', TO BE VERIFIED THE ELEVATION OF THE TOP OF THE INFILTRATORS };HT RF T"w", 1 'IFT)IIIm INE '��ArIP WITH `,'TDNE- Bi ENGINEER -J LEACHING F-11 PCOLAI ION RATE AT 25' DEPTH 5,0 MINUTES/INCH P-2 UNACCEPTABLE, IT MUST BE REMOVED AND REPLACED WITH SUITABLE FILL PERCOLATION RATE AT 20' DEPTH = 8.0 MINUTES/INCH P -IA PERCOLATION RATE AT 36' DEPTH 8,9 MINUTES/INCH INDUSTRIAL NETTING, SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT DUE TO DISTOQTIur'4 DURING REPQODUCTION, THIS PP -INT MAY NC SCALE EXAt ' -T[­� ALL N11`1EINSION5 SHOWN �-,VtkPULE SCALJNCA, Hf Pt A,PE ANY CONTACT ffNl�lNftk' I - 5TAR—YDr-51GN CRITERIA P' it', ,ItOROOM HOUSE DL5[6*, NTION RATE = 5.1 - 10 MINUTES/INCH L EA i." i `. I PEQUIRED = 495 5F EFFECTIVE DESK;" ALLON SEPTIC TANk AND 3 ROWS 62 5' AND 31.25') TOTALING 131.25' OF 16" HIQH, WIDE HK -4H CAPACITY INFILTRATORS 41 tRIAL DISTRIBUTION LFA( -,H;!- )ROVIDED = 131-25' x 313 5F/LF = 499 5F EFFECTIVE 1001A AREA PROVIDED MINIMU`� LEACHINQ 25TEM 5EREAD A L55)N A H- CALCUL&DU - (EXIST ) ... .. .......... DLAYER = 31" HYDP-A -4��AIDIENT = 20± % HYDVt, :-ACTOR (HF) = 10 10, 1- FLO'v V- fFF) FOR 3 BEDROOMS = 1.5 F tk'(: N W -ATL = 0.0 MINUTES/INCH PLRC,, c,� FACTOR (PF) = 1.2 IFF) x (PF) = 32.4' LF -A11 -H,- '-)TEM SPREAD PROVIDE[) = 125't r/-\— PROPOSED CLEARING LI MIT/(TYP) LOT # 1 BENCH MAU DRIVEWAY WHOA, 021 PROPOSED LLEVITE 103,K05 (ASSUMED) GARAGE 6 'BOTTOM OF INFILTRATORSTP#2A PROPOSED' OVERFLOW,,- 0 T I P#3A ELEV 99. 1,000 GALLON D --BOAC X SEPTIC TANK INV 103�70 IN 99 "INV 104-85 IN INV 103.87 OUT 90 4� INVS 104,60 OUT 31.2 CO 107 4- SOLID TP#1A Ho /PVC V) 10 -)5,96 102 (-4', SOLID, 0 PVC PROPOSED /� WELL4 SOLID qiA 13 Cie PVC +TP#4A 107 HOU 04( FF SLS 106 TP#2, 1,e BSS f o U 71 P P#4 1.00 ool PROP 30'-4" BOTTOM OF SOLID PVC 6� I oo/ 011" FOOTING ii� o" INFILTRATOR /ELEV� 2. 8 DRAIN OUTLET TP#5A 4�y IP#6 TP st 7A/, P 3 > < 0L ILI- CL < '-------PROPOSED o SEDIMENT FENCE z 0, �END ,-E --AND, AAJbJ?f-VLAiT -JON5 r -%L-# I W tx,15TING CONTOUR .1-1-4 OR— DO pRoPO5ED CONTOUR PROPOSED BUILDINC, 5ETBACr LINE BSMT BASEMENT CIP CAST IRON PIPE 1) - BO x DISTRIBUTION BOX ELEV ELEVATION FF FIN15Ht0 FLOOI�' P-1 FEET INV INVf W r, -lit MINJMUI V TL57 140--ATKf,4 AND NIJMF)fk I Z Pv(-- FluoVINYL 1--HL(,)�lut PIPE 7-f 'E( AN �SANITARY SF FEET rL)ffP Tf5T P[T LOCATION AND HIJMBf�' P F i'P[CAL 60 m QRAPHIC 5CALE IN FEE] (CHECK E!iff09-f- U51NG) INFILTRATOR ROWS 13' ON CENTER —APPROVED BACKFILL (12" MINIMUM) PROPOSED aA tk C:) GRADE —FILTER FABRIC U CD 1, 9EFEQENCE 15 MADE TO THE FOLLOWING PLANS: 14 IT I I -=I =1 i I C) CD !v -lit < 0 V TANNER, JR. FIRE STREET MONTVILLE., CT,SEPTEMBER 3, 1907 SCALE I"=50"' I Z PREPARED BY KING AND MULLEN LAND SURVEYORS. 7-f 'E( MINIMUM SELECT BACKFILL TANNER, JR FIRE STREET MONTVII I E CT. 5FPT. 3, 1957 SCALE t"=50"' MATERIAL PER CD :A) ,-ONN STATE ;ik ELEVATION') BASED ON ASSUMED DATUM. TOPOGRAPHY TAKEN FROM FIELD SURVEY DONEE HIGH CAPACITY HEALTH CODE — 11",11 1909 AND 1995- ANY CHANCE5 TO THE TCDPOCG9-APHY SINCE THAT DATE MAY NOT BE I N F I TRA TOF REFLECTED IN THIS PLAN. z 'FCTi;-)N til z 7z UJ 0 z 48" MINIMUM #1--------181 MINIMUM TO LEDGE L,R()UNDWA -)R. KICTTLIN u. F'LA-e- AND COMPACT SUITABLE FILL MATERIAL (CLEAN BANK- RUN QZAVELI IN Ic" TABLE. BASE INCH LAYERS IN THE AREA OF THE NEW LEACHING INFILTRATORS UP TO AT LEA5T TO BE VERIFIED THE ELEVATION OF THE TOP OF THE INFILTRATORS Bi ENGINEER LEACHING INFILTRATOR_ NOT Tf-3 '-,(ALF L" %.0 it I JL%J 11 jnj%K- GRAPHIC SCALE IN FEET CD aA tk C:) NOTE aKc U CD 1, 9EFEQENCE 15 MADE TO THE FOLLOWING PLANS: C) CD I I- A. BOUNDARY PLAN SHOWING NORTHERLY PORTION OF LAND OF Fkf-DERJCr, P < 0 V TANNER, JR. FIRE STREET MONTVILLE., CT,SEPTEMBER 3, 1907 SCALE I"=50"' I Z PREPARED BY KING AND MULLEN LAND SURVEYORS. S. BOUNDARY PLAN SHOWING SOUTHERLY PORTION OF LAND OF f7Rt0f-RICr, P. TANNER, JR FIRE STREET MONTVII I E CT. 5FPT. 3, 1957 SCALE t"=50"' A ftv CD 4 14 z ELEVATION') BASED ON ASSUMED DATUM. TOPOGRAPHY TAKEN FROM FIELD SURVEY DONEE 11",11 1909 AND 1995- ANY CHANCE5 TO THE TCDPOCG9-APHY SINCE THAT DATE MAY NOT BE REFLECTED IN THIS PLAN. z til z 7z UJ 0 z TH15 AP 15 COMPILED FROM OTHER MAP5, Off -D DIMEN51ON5 AND c HER 50URCE.5 OF INFORMATION, NOT TO BE CUN5TRUED A5 Atk, ACCURATE 5URVEY AND 5UBJECT TO FINAL CHANqE5 A5 A MORE ACCURATE 5URVEY MAY D15CL05E.. aA NOTE 1, 9EFEQENCE 15 MADE TO THE FOLLOWING PLANS: A. BOUNDARY PLAN SHOWING NORTHERLY PORTION OF LAND OF Fkf-DERJCr, P TANNER, JR. FIRE STREET MONTVILLE., CT,SEPTEMBER 3, 1907 SCALE I"=50"' PREPARED BY KING AND MULLEN LAND SURVEYORS. S. BOUNDARY PLAN SHOWING SOUTHERLY PORTION OF LAND OF f7Rt0f-RICr, P. TANNER, JR FIRE STREET MONTVII I E CT. 5FPT. 3, 1957 SCALE t"=50"' PREPARED BY KING AND MULLEN LAND SURVEYORS ELEVATION') BASED ON ASSUMED DATUM. TOPOGRAPHY TAKEN FROM FIELD SURVEY DONEE 11",11 1909 AND 1995- ANY CHANCE5 TO THE TCDPOCG9-APHY SINCE THAT DATE MAY NOT BE REFLECTED IN THIS PLAN. z til z Fui? ExAI-T H005E D[Metl5JONS SEE uoJILDIN,11 PLAN-,-). UJ 0 z I N At- F-` ,,I L N L t.+ "A Pvv'! I 1 'V'(�fT Tt F JL -ON ANL' �Jt�C�AINIO', IAATfJ-,'[AL [N 4`-':-"' Ft T '5�) E -A7 NEW PQ1MA1;r.Y !--bACHIN(­ 4 u. F'LA-e- AND COMPACT SUITABLE FILL MATERIAL (CLEAN BANK- RUN QZAVELI IN Ic" 0- INCH LAYERS IN THE AREA OF THE NEW LEACHING INFILTRATORS UP TO AT LEA5T THE ELEVATION OF THE TOP OF THE INFILTRATORS C. SUITABLE FILL MUST HAVE A PERCOLATION RATE OF 10.0 MINUTES/INCH 09 FASTER TO BE ACCEPTABLE AFTER PLACEMENT AND COMPACTION. IF FILL 15 1995 TOTAL TECHNOLOGY INC. UNACCEPTABLE, IT MUST BE REMOVED AND REPLACED WITH SUITABLE FILL These drawings are the property D INSTALL SYSTEM PER PLAN of the Engineer and have been specificatty prepared for the owner of this project, at this site, and COVER SYSTEM WITH 12 INCHES OF LOAM, GRADE TO PREVENT PONDING AND SEED are not to be dupticated or used WITH QRA55 TO STABILIZE. THE FINAL GRADE 15 FEET FROM THE LEACHING in part or whale for any other INFILTRATORS SHALL BE AT LEAST THE SAME ELEVATION AS TOP OF THE purpose, project, Location or owner P-E5PtCTTVF- LEACHING INFILTRATORS, without the expressed written consent of the Engineer. F. THE BLA511NCi OF Lf-DQL 15 STRICTLY PROHIBITED IN AREA OF THE NEW SEPTIC 5Y5Tf-M tri 5. THIS 15 A CLASS '0' SURVEY. (7"011 6. THIS LOT 15 A PORTION OF A TRACT OF LAND IDENTIFIED A5 LOT #10 ON A55F-550P'5 MAP *20 IN THE TOWN OF MONTVILLE. TH15 LOT HAS BEEN SPLIT PER PLANS 9EFtI2f-NCtD IN NOTE #1 INTO 2 LOTS (LOT #1 AND LOT #2) AS FILED n z SEPTEMBER 23, 1907 AT THE MONTVILLE TOWN CL ERL'5 OFFICE. THIS MAP DEPICTS Q A SANITARY Dt5IQN FOR DEVELOPMENT OF LOT #I. A PORTION OF LOT #1 WAS TO BE z TRAN5FERREC TO LOT #2 IN ORDER FOR LOT #2 TO UTILIZE AN EX15TING WOODS ROAD Z LAJ AS A DRIVEWAY. I.-- Q- Ili q- < C::l 0z C:) to fz) 7. TH15 SITE 15 LOCATED IN A RU- 120 ZONE. 0. SEPTIC SYSTEM INSTALLATION SHALL CONFORM TO THE CURRENT EDMON/REV15I0N OF THE "PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT' BY THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES. ALL MATERIAL -5 (PIPING, SEPTIC TANK, STONE, FILL) USED FOR TH15 SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT f-DITION/REVI5I0N OF THE "TECHNICAL STANDARDS FOR THE DE51QN AND CONSTRUCTION OF SUBSURFACE 5EWACit D15PO5AL SYSTEMS", JI, NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PkIOV APPROVAL FROM THE TOWN SANITARIAN AND DESIGN ENGINEER. i -/ ALL UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL NOTIFY "CALL -BEFORE- 'oU --D1(7 AT 1-000-922-4455 AT LEAST 3 DAYS PRIOR TO ANY 11 PROPOSED HOUSE SEWER SHALL BE CAST IRON PIPE 09 APPROVED EQUAL. ALL OTHER 5EWER PIPE FOR THE SEPTIC SY5TEM SHALL BE 4" PVC A5TM D3033 OR D3034 WITH RUBBER COMPRESSION GA5rff BELL AND 5PIC-10T OR APPROVED EQUAL. mK ai 12, THE PROPOSED FINISHED FLOOR ELEVATIONS SHOWN ON TH15 PLAN WERE Dt5IQNtD BASED UPON THE PARTIAL BA5EMENT FLOOR BtJNG INSTALLED AT THE APPROXIMATE UUJ LEDGE ELEVATION REFLECTED IN THE DEEP TEST PIT RESULTS (TP # I AND TP #15) IF, AT THE TIME OF CONSTRUCTION, THE BEDROCK 15 FOUND TO BE LOWER AT THE HOUSE LOCATION OR 15 TO BE REMOVED, LOWERING OF THE FINISHED FLOOiz ELEVATIONS MAY BE ACCOMPU5HED WITH PRIOR REVIEW AND APPROVAL BY THEfi 1Y 0 Df-51C�N ENGINEER. PROPOSED CiIZADINC4 AND ASSOCIATED SITE WORK -:ADJACENT TO 1. UJ )IJ THE PROPOSED HOUSE (BLA5TING OF LEDGE, RETAINING WALL5, SLOPES, ETC.) ARE < SUBJECT TO CHANGEBASED ON THE OWNER'S DIRECTION Q Iy UJ y 13 CONTRACTOR v,HALL INSTALL A MINIMUM OF 6!' OF CRU5HED STONE OVER A 2' X 21 LO AREA WITHIN THE END INFILTRATOR BELOW THE PIPE INLET AT EACH INFILTRATOR 0 POW TO ACT AS A "SPLASH PAD" LO TH15 AP 15 COMPILED FROM OTHER MAP5, Off -D DIMEN51ON5 AND c HER 50URCE.5 OF INFORMATION, NOT TO BE CUN5TRUED A5 Atk, ACCURATE 5URVEY AND 5UBJECT TO FINAL CHANqE5 A5 A MORE ACCURATE 5URVEY MAY D15CL05E..