The URL can be used to link to this page

Home My WebLink AboutPlot PlanD'IC 0'0E 4" D:A. S,DL'D DEE) TEST HOLE AND PERCOLATION DATA OBS",RVATION DATE: DECEMBER 3, 1987 BY J. LATHROP IWIT4ESSED BY S. PANDORA, DECEMBER 1, 1987 6' 8 TOPSOIL 8" - 28" YELLOWISH BROWN SANDY LOAM (FRIABLE) 28,1 - 148" LIGHT GREY MODERAI-`,Y COARSE SAND AND GRAVEL WITH SOME COBBLES AND STONE LEDGE AT 481t, NO GROUNDWATER, NO MOTTLING TH#'LA 4" - 6 TOPSOIL 6" - 20" YELLOWISH BROWN LOAMY SAND 2011 - 92" LIGHT GREY SAND AND GRAVEL WITH COBBLES AND STONE (MODERATELY COMPACT) LEDGE AT 92", NO GROUNDWATER, NO MOTTLING 611 - 8" TOPSOIL V - 24" YELLOWISH BROWN SANDY LOAM (FRIABLE) 211" - 95" GREY MODERATELY FINE SAND AND GRAVEL WITH COBBLES, STONE AND BOULDERS (MODERATELY COMPACT UPPER, FIRM LOWER) TLEDGEAT95itMOTTLING 1 NO GROUNDWATER, NO NG TH#3 611 - 81? TOPSOIL 811 - 31" YELLOWISH BROWN SANDY LOAM LEDGE AT 4011 T11# 1 10' 1 - 12" TOPSOIL 121T - 30" YELLOWISH BROWN SANDY LOAM LEDGE AT 40" TH#') 1111 - 611 TOPSOIL 6" - 24" YELLOWISH BROWN MODERATELY FINE SANDY LOAM (FRIABLE) 211" - 85" LIGHT GREY FINE SAND AND GRAVEL WITH SOME COBBLES (MODERATELY FIRM UPPER, FIRM LOWER) NO LEDGE, NO GRC- NDttiIATER, NO MOTTLING TII 8" TOPSOIL 811 - 271? LIGHT YELLOWISH BROWN FINE SANDY LOAM FRIABLE ) 27" - 84" GREY LOAMY SAND WITH SOME GRAVEL AND COBBLES LEDGE AT 84' NO GROUNDWATER, NO MOTTLING 6 TOPSOIL 611 - 2611 YELLOWISH BROWN SANDY LOAM 26" - 29" LIGHT GREY LOAMY SAND WITH SOME GRAVEL MODERATELY COMPACT) NO LEDGE, NO GROUNDWATER, NO MOTTLING Tll#i') LEDGE FROM 30" To 601? TH#) LEDGE AT 79" P-1 PERCOLATION RATE = 11.40 MINUTES PER INCH AT 38" DEPTH P-2 PERCOLATION RATE = 5.33 MINUTES PER INCH AT Ill" DEPTH OBS':RVATION DATE: DECEMBER 22, 1987 BY J. LATHROP DESIGN CRITERIA INll"!, BEDROOM HOUSE DiES-L",'."N PERCOLATION RATE= 5.1 - 10 MINUTES//INCH I jLFI',-_' fl_' ING AREA REQUIRED= 660 SQ. FT. EFFECTIVE T-)% 1.250 GALLON SEPTIC TANK, THREE LEACHING TRENCHES, 3' IN WIDTH, 72' IN LENGTH, 1811 HIGH CROSS TIED AT THEIR NORTHERN END. 1, TLNG AREA PROVIDED: 3 x 72 L. FT. x 3 SQ. FT. /L. FT. + (2 x 9 L. 1"T. x 3 SQ.FT./L.FT.)0.5 = 675 SQ.FT. 10 `70 RESERVE AREA PROVIDED AS NOTED NO "J -SITE GARBAGE DISPOSAL V/ERT 10 7 OUT J / FOJ14DAI_jo DR4114OLIjCp1PE4j)1A. S Op-TIONAL) 704 I ' l 74 '34 847.27' cDGE OF DRI'VEW' 90 SWALE 4yBA.LES ASPLACEINDETAIL "S" RMICHalCHllmt%r%,r OF STAKESR EACHWITH BALTWO 2-x2-x3E1111-1 1 LOAM 8 SEED -GRADE SOIL, EROSION AND SEDIMENTATION CONTROL NARRATIVE: TO Pk-EVENr PONDING DEVELOPMENT THE PROPOSED SITE, LOT #4B OF THE GAUTHIER SPRAGUE SUBDIVISION, INVOLVES THE CONSTRUCTION APPR(YED BACKFILL OF A DRIVEWAY HOUSE WELL AND SUBSURFACE SEWAGE DISPOSAL qVqTPM TNqTAVVATTnmq qr)Ti L,,Dnc,,T-r)v,, BUILD1,110 PAPER OR SALT PAY12"MINI 4" PEP;ir PIPE HOLE'; DOWN) i"SIZE STONE 8" MIN. LEDCi" I LEACHING TRENCH DETAIL AND SEDIMENTATION CONTROL IS REQUIRED FOR THE SITE DUE TO THE STEEPNESS OF THE PROPOSED DRIVEWAY AND SURROUNDING HILLSIDE. THE DRIVEWAY, APPROXIMATELY 4001 IN=TH IS NOT TO EXCEED 15% SLOPE. SCHEDULE WORK IS ANTICIPATED TO COMMENCE UPON SITE APPROVAL AND THE ISSUANCE OF THE REQUIRED BUILDII, PERMITS. MR. STOLPE HAS INDICATED THAT COMMENCEMENT OF CONSTRUCTION WOULD OCCUR IN THE SPRING MONTHS OF 1988 WITH COMPLETION BY SUMMERS END. AT THE TIME OF CONSTRUCTION THE FOLLOWING SOIL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE IMPLEMENTED. CONSTRUCTION SEQUENCE 1. PRIOR TO ANY EXCAVATION THE SOIL SEDIMENTATION FENCE SHALL BE INSTALLED TO DETAIL "A', AND MAINTAINED AT THE LOCATIONS SHOWN DOWNHILL OF CUTS AND FILLS. 2. THE NEW DRIVEWAY AREA WILL BE CLEARED, GRUBBED AND GRADED (CUT OR FILLED AS REQUIRED). WHEN FINAL DRIVEWAY GRADING IS COMPLETE, A DRAINAGE SWALE SHALL BE GRADED TO COLLECT ANY RUNOFF. BALED HAY WILL BE ARRANGED IN THE SWALE AREA AT THE LOCATIONS IDENTIFIED AND INSTALLED PER DETAIL "B". THE DRIVEWAY SLOPE IS NOT TO EXCEED 157. GRADE. ALI, SIDE SLOPES (CUT AND FILL) SHALL BE NO STEEPER THAN 2:1. ALL SLOPE AREAS ARE TO BE LOAMED (41, MINIMUM) AND SEEDED WITH GRASS IN ACCORDANCE WITH THE SEEDING DIRECTIVES BELOW) AND MULCHED WITH HAY OR STRAW AT A RATE OF 70 LBS./1000 SQ.FT. IF THE LOAmING AND SEEDING IS DONE DURING THE RAINY SEASON (APRIL -JUNE) JUTE NETTING MAY BE REQUIRED TO PROVIDE ADDITIONAL SLOPE STABILIZATION. 3. AFTER ALL SLOPES HAVE BEEN PERMANENTLY STABILIZED, SILT AND SEDIMENTATION FENCES SHALL BE REMOVED. 2 SITE e/ I T T A T/ 2L: KEY MAF SCALE 1- = 1000' Lln(_IEND & ABBREV. SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SF1PTE1XBER' 13, 198 4- 3, G) 01 0 / 4 5 0 0 ER05IOt4 AND N -T ATZ coaTiRoL FENCE SEE WEDGE LOOSE HAY OR STRAW ALL HAY SHALL W:F- 9XINDBETWEENSALESTOCREATEACRSTRINGTIED CONTINUOUS BARRIER F 30TTOi-A r-) A I A r-iP PLAN DETAIL A. BACKF!L,' __AND COMPACT THE EXCAVATED SOIL AS SEDIMENTATION AND DETAILSHOWNONTHEUPHIIISLOPEOFTH;_- BAN RIEFR EROSION CONTROL TO PREVENT PIPING, FENCE. B. II FLOW 4 EXCAVATE A '.PLN('.H 4 WID7 -1 O -, E_ 9ALF. SECTiON SEEDING DIRECTIVES: BETWEEN APRIL 15 AND SEPTEMBER 15 ALL DISTURBED A-R-_-':' ':ALL BE TAI r , , , -,: 7GRADEDANDSEEDEDTOPROMOTESTABILIZATIONOFSLOPE. SEEDING SHALL BE IN ACCORD "r, WITH THE FOLLOWING SEEDING AND SLOPE STABILIZATION DIRECTIVES: A. FINE GRADE SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 90 LBS. PER 10 0 S.t`. 10-10-10 FERTILIZER AT A RATE OF 7.5 LBS. PER 1000 S.F. C R E 77,D - B. APPLY THE FOLLOWING SEED MIXTURE: 457.KENTUCKY BLUE GRASS, 457. R r: D F E S AND 10% PERENNIAL RYEGRASS AT A RATE OF 1 LB. PER 1000 S.F. C. IMMEDIATELY UPON SEEDING, MULCH THE AREA WITH HAY OR STRAW AT A RATE DIF I- i BA_E*_- 1000 S.F. D. USE WINTER RYE BETWEEN AUGUST 15 AND OCTOBER I AT 3 LBS. PER 1000 S. E. BETWEEN OCTOBER 1 AND APRIL 15 ALL EXPOSED AREAS SHALL IMMEDIATELY BE X_i_CHED %1111 OR STRAW AT A RATE OF 70 LBS. PER 1000 S.F. MULCH SHALL BE SPREAD T MULCH OR BY HAND. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHING APPROXINATEL\ 11' 21 TO ANCHOR. MONITORING AND MAINTENANCE THE PROPERTY OWNER, BRETT STOLPE, OR HIS DESIGNATED AGENTWILL BE RESPONSIBLE T, OR THE INSTALLATION, MONITORING, MAINTENANCE AND REMOVAL OF THE EROSION AND SEDIMENT CONTROL PROGRAM. INSPECTION OF THE TEMPORARY E. & S. STRUCTURES SHALL BE PERFORMED AFTER ANY RAIN STORM HAS OCCURRED AND REPAIRS MADE AS REQUIRED. A SECTION Elevation: Points A should be higher than Points B. PLOT PLAN ,PROPERTY OF, BRETT STOLPE LOT # 4E3. KITEMAUG ROAD MONTVILLE , CT, 0, 2 0' F WIR n m A SPOT GRADE 1-4, F EXISTING CONTOUR MR, 'It'O NEW CONTOUR N111 L',ii, S U R P 4 BASEMENT R 0 U I BOTTOM OF TRENCH m F C.I. r')IPE CAST IRON PIPE D -BOX DISTRIBUTION BOX ELEVATION UT/17T FEET PER FOOT FINISHED FLOOR F.L.(PIDFLOWLINEIE INVERT) L.FT LINEAL FEET 1 1 N. 1 MINIMUM P- 1 PERCOLATION TEST LOCATION 0 POLYVINYL CHLORIDE SGS . 'v"I'. SQUARE FEET T TEST HOLE #2 TYPICAL I HEREBY DECLARE THAT THIS 1,1AP IS SUBSTANTIALLY CORRECT. THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE, WITH THE STANDARDS OF A CLASsA-A SURVEY AS DFIFINFD IN THH--'RECOHMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SF1PTE1XBER' 13, 198 4- 3, G) 01 0 / 4 5 0 0 ER05IOt4 AND N -T ATZ coaTiRoL FENCE SEE WEDGE LOOSE HAY OR STRAW ALL HAY SHALL W:F- 9XINDBETWEENSALESTOCREATEACRSTRINGTIED CONTINUOUS BARRIER F 30TTOi-A r-) A I A r-iP PLAN DETAIL A. BACKF!L,' __AND COMPACT THE EXCAVATED SOIL AS SEDIMENTATION AND DETAILSHOWNONTHEUPHIIISLOPEOFTH;_- BAN RIEFR EROSION CONTROL TO PREVENT PIPING, FENCE. B. II FLOW 4 EXCAVATE A '.PLN('.H 4 WID7 -1 O -, E_ 9ALF. SECTiON SEEDING DIRECTIVES: BETWEEN APRIL 15 AND SEPTEMBER 15 ALL DISTURBED A-R-_-':' ':ALL BE TAI r , , , -,: 7GRADEDANDSEEDEDTOPROMOTESTABILIZATIONOFSLOPE. SEEDING SHALL BE IN ACCORD "r, WITH THE FOLLOWING SEEDING AND SLOPE STABILIZATION DIRECTIVES: A. FINE GRADE SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 90 LBS. PER 10 0 S.t`. 10-10-10 FERTILIZER AT A RATE OF 7.5 LBS. PER 1000 S.F. C R E 77,D - B. APPLY THE FOLLOWING SEED MIXTURE: 457.KENTUCKY BLUE GRASS, 457. R r: D F E S AND 10% PERENNIAL RYEGRASS AT A RATE OF 1 LB. PER 1000 S.F. C. IMMEDIATELY UPON SEEDING, MULCH THE AREA WITH HAY OR STRAW AT A RATE DIF I- i BA_E*_- 1000 S.F. D. USE WINTER RYE BETWEEN AUGUST 15 AND OCTOBER I AT 3 LBS. PER 1000 S. E. BETWEEN OCTOBER 1 AND APRIL 15 ALL EXPOSED AREAS SHALL IMMEDIATELY BE X_i_CHED %1111 OR STRAW AT A RATE OF 70 LBS. PER 1000 S.F. MULCH SHALL BE SPREAD T MULCH OR BY HAND. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHING APPROXINATEL\ 11' 21 TO ANCHOR. MONITORING AND MAINTENANCE THE PROPERTY OWNER, BRETT STOLPE, OR HIS DESIGNATED AGENTWILL BE RESPONSIBLE T, OR THE INSTALLATION, MONITORING, MAINTENANCE AND REMOVAL OF THE EROSION AND SEDIMENT CONTROL PROGRAM. INSPECTION OF THE TEMPORARY E. & S. STRUCTURES SHALL BE PERFORMED AFTER ANY RAIN STORM HAS OCCURRED AND REPAIRS MADE AS REQUIRED. A SECTION Elevation: Points A should be higher than Points B. PLOT PLAN ,PROPERTY OF, BRETT STOLPE LOT # 4E3. KITEMAUG ROAD MONTVILLE , CT, 0, 2 0' F WIR n m A U L Low 1-4, FMR, 'It'O L A N111 L',ii, S U R P 4 R 0 U I UNCASVIt-, m F