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Home My WebLink AboutPlot Planersv 04 DEEP TEST PIT AND PERCOLATION TEST DATA TEST PIT #15 WAS DUG ON 7-29-87 BY TOTAL TECHNOLOGY, INC. AND WITNESSED BY FELIX PROKOP (TOWN OF GROTON SANITARIAN) AND HAROLD BURDO (TOWN OF MONTVILLE DIRECTOR OF HEALTH). PERCOLATION TEST WAS PERFORMED ON 8-5-87. TP#15 OFF - 1211 TOPSOIL 1211 - 2411 LIGHT -BROWN FINE SANDY LOAM 24" - 34" GREY FINE SAND, TRACE SILT 3411 - 8411 GREY -BROWN MEDIUM -FINE SAND AND MANY BOULDERS NO GROUNDWATER, MOTTLING POSSIBLE AT 48", NO LEDGE. P-15 PERCOLATION RATE AT 32" DEPTH - 2.0 MINUTES/INCII TEST PIT E WAS CONDUCTED IN JUNE 1985 AND WAS WITNESSED BY CHARLES E. ELIAS, P.E. AND SANDRA PANDORA, TOWN SANITARIAN. TP -E Of' - 12F' TOPSOIL 12" - 3611 ORANGE SUBSOIL 3611 - 9611 MEDIUM GRAVEL COMPACT NO MOTTLING, WATER AT 94", NO LEDGE DEEP TEST PITS WERE PERFORMED ON 4-13-88 & WITNESSED BY CONNIE FROM UNCAS HEALTH DEPT. TP A 011 - 811 TOPSOIL 811 - 2511 DARK YELLOWISH BROWN MEDIUM SANDY LOAM 2511 - 9211 OLIVE LOAMY MEDIUM SAND & GRAVEL, SOME ROCKS, COMPACT NO MOTTLING, NO GROUNDWATER, NO LEDGE. TP B 01. - 1011 TOPSOIL 10" - 3011 DARK YELLOWISH BROWN MEDIUM COARSE SANDY LOAM 30" - 841$ OLIVE LOAMY COARSE SAND & GRAVEL, ROCKS, COMPACT MOTTLING @ 40, GROUNDWATER @ 60, NO LEDGE. LEACHING TRENCHE5 12' ON CENTER LOAM SEED - GRADE TO PREVENT PONDING YVEW —36 GRADE" APPROVED BACKFILL 12 UNTREATED UILOING PAPER OR EQUAL 41"0 0 4" PERFORATED PVC 1 4 SIZE STONE a 0 0, , -T PIPE (HOLES Dowm) 12 0 MIN) 0 APPROVED FILL000 (AS REQUIRED) a" MINIMUM TO GROUNDWATER 48 MINIMUM OR MOTTLING TO LEDGE TYPICAL LEACHING TRENCH CROSS SECTION NOT TO SCAL E7 a ANTI -TRACKING PAD NOT TO SCALE JOSEPH MERRITT & CO PM. SANITARY DESIO CRITERIA PROPOSED 5 BEDROOM HOUSE DESIGN PERCOLATION RATE 6-10 MINUTES/INCH LEACHING AREA I REQUIRED 825 SF EFFECTIVE DESIGN: 1,500 GALLON SEPTIC TANK AND 2 ROWS OF 140 LF, 3' WIDE, 18" HIGH LEAC1-ING TRENCHES BY SERIAL DISTRIBUTION LEACHING AREA PROVIDED: 2 x 140 LF x 3 SF/LF - 840 SF EFFECTIVE 1008 RESERVE AREA PROVIDED WEOGE LOOSE MAY OR STRAW BETWEEN BALES TO CREATE A COtITINUOUS BARRIER FLOW PLAIT VIEW ALL HAT BALES SHAL'BE WIRE-BOUNO ANCHOR WITH TWOCOMPACTEOORS;RINC TIED 2"s2".3' -O" STAKES aACKFILL EACH DALE FLO 7— 0.1 1 LL_ a A IDKL SECTIO?l VIEW ELEVATIOU VIEW NOT TO SCALE 01 T I? V) OVERFLOW STAKE® HAY 134,LE5 10 J 7 AM Tf - TIZACkIN FAV HILL JI ROAPCH 7! 1 10 bbd 4) LOT z7 3 NOTES 1 BOUNDARY INFORMATION TAKEN FROM PLAN TITLED "SPRUCE HILL SUBDIVISION BOUNDARY & LOT PLAN, PROPERTY OF RICHARD D. & RICHARD E. LOVE, LYNCH HILL ROAD MONTVILLE, CONN. 9-28-87, SCALE 1" - 100' SHEET 1 OF 10 REVISED UP TO 12-14-87" BY KING & MULLEN LAND SURVEYORS. 2. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS. 1• CONSTRUCTION WILL BE INITIATED BY THE INSTALLATION OF STAKED HAY BALES AND AN ANTI -TRACKING PAD AT LOCATIONS SHOWN. 2. LAND CLEARING IN THE PROPOSED DRIVEWAY, HOUSE AND SEPTIC SYSTEM LOCATIONS IS TO COMMENCE IMMEDIATELY AFTER HAY BALES AND ANTI -TRACKING PAD ARE INSTALLED. 3 PROPOSED HOUSE LOCATION SHALL BE GRUBBED AND STRIPPED OF TOPSOIL AND ORGANICS. TOPSOIL SHALL BE STOCKPILED ONSITE AT THE LOCATION SHOWN ON THE PLAN OR AT ANOTHER LOCATION APPROVED BY THE ZONING ENFORCEMENT OFFICER OR IT SHALL BE REMOVED FROM SITE. IF THIS MATERIAL IS STOCKPILED ONSITE, IT SHALL BE MULCHED AND/OR SEEDED WITH RYEGRASS. INSTALL STAKED HAY BALES DOWN GRADIENT OF STOCKPILE. 4. INSTALL FOUNDATION AND BEGIN BUILDING CONSTRUCTION. 5, PREPARE SEPTIC SYSTEM AREA AND INSTALL SYSTEM. INSTALL WELL. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED (SEE GENERAL NOTES). 6 AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE HAY BALES. I. LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM. 2. AFTER EACH STORM OR AT LEAST ONCE A WEEK, ALL EROSION CONTROL DEVICES SHALL BE CHECKED AND MAINTAINED PROPERLY 3. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 LBS/1000 SF. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 2"-3" TO ANCHOR. 4. SEEDING: BETWEEN APRIL 1 AND JUNE I AND AUGUST 15 TO SEPTEMBER 1, ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE STABILIZATION OF SLOPES. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING SEEDING AND SLOPE STABILIZATION DIRECTIVES: A. FINE GRADE SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 90 LBS. PER 1000 SF AND 10-10-10 FERTILIZER AT A RATE OF 7.5 LBS. PER 1000 SF. B. APPLY THE FOLLOWING SEED MIXTURE: 458 KENTUCKY BLUE GRASS, 458 CREEPING RED FESCUE AND 108 PERENNIAL RYEGRASS AT A RATE OF I LB. PER 1000 SF. C. IMMEDIATELY UPON SEEDING, MULCH THE AREA WITH MY OR STRAW AT A RATE OF 1 - 1/2 BALES PER 1000 SF. D. IF SEEDING CANNOT BE DONE WITHIN THE SPECIFIED SEEDING DATES, SEED WITH ANNUAL RYEGRASS AT A RATE OF I LB/1000 SF. 51 it-I%GENERAL CONTRACnik*-S FOREMAN AT THE -TIME BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION ANDtSEDIMENTCONTROLDEVICES, 0 _mp LEGEND 370-- CONTOUR TYP TYPICAL 61P CAST IRON PIPE PVC POLYVINYL CHLORIDE PIPE S SLOPE M I &J MINIMUM TEST PIT Z PERCOLATION TEST 0 bc Ek BUILDING SETBACK LINE JOSEPH MERRITT & CO PM. SANITARY DESIO CRITERIA PROPOSED 5 BEDROOM HOUSE DESIGN PERCOLATION RATE 6-10 MINUTES/INCH LEACHING AREA I REQUIRED 825 SF EFFECTIVE DESIGN: 1,500 GALLON SEPTIC TANK AND 2 ROWS OF 140 LF, 3' WIDE, 18" HIGH LEAC1-ING TRENCHES BY SERIAL DISTRIBUTION LEACHING AREA PROVIDED: 2 x 140 LF x 3 SF/LF - 840 SF EFFECTIVE 1008 RESERVE AREA PROVIDED WEOGE LOOSE MAY OR STRAW BETWEEN BALES TO CREATE A COtITINUOUS BARRIER FLOW PLAIT VIEW ALL HAT BALES SHAL'BE WIRE-BOUNO ANCHOR WITH TWOCOMPACTEOORS;RINC TIED 2"s2".3' -O" STAKES aACKFILL EACH DALE FLO 7— 0.1 1 LL_ a A IDKL SECTIO?l VIEW ELEVATIOU VIEW NOT TO SCALE 01 T I? V) OVERFLOW STAKE® HAY 134,LE5 10 J 7 AM Tf - TIZACkIN FAV HILL JI ROAPCH 7! 1 10 bbd 4) LOT z7 3 NOTES 1 BOUNDARY INFORMATION TAKEN FROM PLAN TITLED "SPRUCE HILL SUBDIVISION BOUNDARY & LOT PLAN, PROPERTY OF RICHARD D. & RICHARD E. LOVE, LYNCH HILL ROAD MONTVILLE, CONN. 9-28-87, SCALE 1" - 100' SHEET 1 OF 10 REVISED UP TO 12-14-87" BY KING & MULLEN LAND SURVEYORS. 2. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS. 1• CONSTRUCTION WILL BE INITIATED BY THE INSTALLATION OF STAKED HAY BALES AND AN ANTI -TRACKING PAD AT LOCATIONS SHOWN. 2. LAND CLEARING IN THE PROPOSED DRIVEWAY, HOUSE AND SEPTIC SYSTEM LOCATIONS IS TO COMMENCE IMMEDIATELY AFTER HAY BALES AND ANTI -TRACKING PAD ARE INSTALLED. 3 PROPOSED HOUSE LOCATION SHALL BE GRUBBED AND STRIPPED OF TOPSOIL AND ORGANICS. TOPSOIL SHALL BE STOCKPILED ONSITE AT THE LOCATION SHOWN ON THE PLAN OR AT ANOTHER LOCATION APPROVED BY THE ZONING ENFORCEMENT OFFICER OR IT SHALL BE REMOVED FROM SITE. IF THIS MATERIAL IS STOCKPILED ONSITE, IT SHALL BE MULCHED AND/OR SEEDED WITH RYEGRASS. INSTALL STAKED HAY BALES DOWN GRADIENT OF STOCKPILE. 4. INSTALL FOUNDATION AND BEGIN BUILDING CONSTRUCTION. 5, PREPARE SEPTIC SYSTEM AREA AND INSTALL SYSTEM. INSTALL WELL. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED (SEE GENERAL NOTES). 6 AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE HAY BALES. I. LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM. 2. AFTER EACH STORM OR AT LEAST ONCE A WEEK, ALL EROSION CONTROL DEVICES SHALL BE CHECKED AND MAINTAINED PROPERLY 3. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 LBS/1000 SF. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 2"-3" TO ANCHOR. 4. SEEDING: BETWEEN APRIL 1 AND JUNE I AND AUGUST 15 TO SEPTEMBER 1, ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE STABILIZATION OF SLOPES. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING SEEDING AND SLOPE STABILIZATION DIRECTIVES: A. FINE GRADE SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 90 LBS. PER 1000 SF AND 10-10-10 FERTILIZER AT A RATE OF 7.5 LBS. PER 1000 SF. B. APPLY THE FOLLOWING SEED MIXTURE: 458 KENTUCKY BLUE GRASS, 458 CREEPING RED FESCUE AND 108 PERENNIAL RYEGRASS AT A RATE OF I LB. PER 1000 SF. C. IMMEDIATELY UPON SEEDING, MULCH THE AREA WITH MY OR STRAW AT A RATE OF 1 - 1/2 BALES PER 1000 SF. D. IF SEEDING CANNOT BE DONE WITHIN THE SPECIFIED SEEDING DATES, SEED WITH ANNUAL RYEGRASS AT A RATE OF I LB/1000 SF. 51 it-I%GENERAL CONTRACnik*-S FOREMAN AT THE -TIME BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION ANDtSEDIMENTCONTROLDEVICES, 0 _mp Ld k Y z zC30 L&J 4— tAJ z LY OC 1986 TOTAL TECHNOLOGY INC The drawings are the property of the Engineer and have been specWlcalty prepared for the owner of this projoct, at this site, sand are not to be dupUcated or used in port, or whcAe for any other purpose, project, location or owner without the express written consent of the rxigkwer. zu A J) r 0 51 z Ld k Y z zC30 L&J 4— tAJ z LY OC 1986 TOTAL TECHNOLOGY INC The drawings are the property of the Engineer and have been specWlcalty prepared for the owner of this projoct, at this site, sand are not to be dupUcated or used in port, or whcAe for any other purpose, project, location or owner without the express written consent of the rxigkwer. dJ z Z Lki D0bcF- P cn C_ i J V) U. J U -i F_ LU X W J J N 2 C3 J