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Home My WebLink AboutPlot PlanDEEP TEST HOLE AND PERC TEST DATA HOLES DUG ON 9-5-86, WITNESSED BY SANDY PANDORA ON 9-9-86 TH #1A 011 1211 Topsoil 1211 3011 Light brown fine sandy loam C I P 30'" 9011 Grey medium -coarse sandy gravel PVC No ledge, groundwater at 70", Possible mottling at 56" TH #2A 011 - 1211 Topsoil ELEVATION 1211 - 40" Light brown fine sandy loam TYPICAL 40" - 8811 Grey medium -coarse sandy gravel 4Souo PVC No ledge, groundwater at 6011, mottling at 40" TH #3A 011 - 1511 Topsoil 7 1 1511 - 48" Light brown silty loam TH 48" - 5411 Grey sandy gravel Ledge at 54", groundwater at 42", distinct mottling at 30" T11 #4A oll - 12tv Topsoil 1211 - 5411 Light brown fine silty loam T11 Ledge at 54", groundwater at 36", distinct mottling at 30" 38" Yellow-brown fine sandy loam TH #5A 011 - 1211 Topsoil 1211 - 44" Light brown fine sandy loam 4411 - 84" Grey medium -coarse sandy gravel No ledge, groundwater at 51", mottling at 44" T11 #6A ot' - 1211 Topsoil 12" - 3611 Light brown fine sandy loam 3611 - 8411 Grey medium sandy gravel Ledge at 84", groundwater at 72", No distinct mottling, possibly at 54" Note: Ledge depth varies from 20" depth TH #7A 011 - 1211 Topsoil 1211 - 3011 Light brown fine sandy loam 3011 - 541t Grey medium -coarse sandy gravel Ledge at 54", no groundwater, possible mottling at 48" T11 #8A 011 - 1211 Topsoil 12" - 32'1 Light brown fine silty loam 3211 - 60" Grey medium -coarse sandy gravel Ledge at 60", groundwater at 48", mottling at 30" P 1A Percolation rate at 31" Depth = 2.7 minutes/inch 2", 2-K 48'WOOD POLE INDUS TRIAL, NETT4NG, SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT FILTER FABRIC BACKFILL GRADE FLOW FIRM NATIVE II SOIL nr-- SEDIMENT FENut NOT TO SCALE LEGEND AND ABBREVIATIONS 7 CONTOUR NEW CONTOUR BY SANDY PANDORA ON 6-2-86 NEW SPOT GRADE C I P CAST IRON PIPE LF LINEAR FEET PVC POLYVINYL CHLOPIDE PIPE S SLOPE INV INVERT ELEV ELEVATION FF FI"ISHED FLOOR TYP TYPICAL TH MINIMUM SANITARY DESIGN CRITERIA New 3 Bedroom House Design Percolation Rate = 6-10 minutes/inch Leaching Area Required = 495 SF Effective Design: 1,000 Gallon Septic Tank with 3 rows of 55 LF, 18" high, 3' wide leaching trenches by serial distribution. Leaching Area Provided: 3 x 3 SF/LF x 55LF = 495 SF Effective 100% Reserve Area Provide(I NEW 25 L.F. - .4„ C1 P S = 0.02 A4JAJ AJEW 6S LF - 4" SOLID PVC FOOTING DRAIN UTLET PIPE A-950rW705AWaMENSAW 158,70 rf 03600--6- 182Ar.. 9, AIEW OVERFXLOW ---J DISMBUTION t3OX IAIV 91.00 IN IAIV 91.17 0VT NE Vq 4 NOT TO SCALE THE PRECAST CONCRETE DISTRIBUTION DEEP TEST HOLES WERE DUG PREVIOUSLY BOX INSTALLED WITH HIGHEST BY SANDY PANDORA ON 6-2-86 KNOCKOUT (INVERT) USED AS 6 0"- 12" Topsoil HIGH LEvEL OUTLET TO DISCHARGE 1211 - EFFLUENT TO NEXT LEACHING TREPiCH 5211 - 4C)'4 14 PERFORATED PVC Ledge 2#0 INLET PIPE FROM TH T LEACHING TRENCH 4Souo PVC 12" - OUTLET PIPE TO NEXT or boulders at 57", no groundwater, no evident 7 1 LEACHING TRENCH mottling N`• TH 8 011 - SET DISTRIBUTION BOX LEVEL ON BROKEN STONE NOT TO SCALE 9 BOULDER 100 70 RESERVI, AREA BOTTOM OF TRENCH 87.50 BOTTOM OF TRENCH 89.50 mmm LEACHING TRENCHES LOAM SEEP GRAZ)C IZ' ON CENTER TO PRCVEZt T IPONDING I 3G 4 a I ArVC1 I C4 UNREATED UIL DING P AE ER , OR QUP L 0,00 00 0 0 0 C <> 0 0 0 00Loa 4!PMFORAT D PVC P IPE a= aDOW 3 DOW C; 0 0 cc ff o o Q°vcr—o !-y S70 Isis r1e, I N1 M UM 1 - GROUNDWATER OR 0TTLIHG- M I NJ M LIM JO LEDGE 7} I CAL L_ A"HING ENLH 'R 0 S S SEAT ION NEW DkofEWAY 12 17o MA)(iMUM GRADE) 5EE N0- tr' Z 6 J, AIEW ANT/- TRACKAIG PAD SEE AJOTE 6 AND DETAIL) 385 ± L. F. OF SILT FEM_'-.r, INSTALL PR 10R TO CONS 'TRUCTIC1,4', J SEE NOTE 6 AND DETAIL) o: CT DOT 211 FILTER FABRIC RIGHTS TO! GRADE PER OWNIEk NO 4 it NOTES: I. Elevations based on assumed datum. 2. For exact house dimensions, see Building Plans. 3. Site preparation procedure for the installation of the new sewage disposal system: A. Install and maintain temporary sediment fence or staked hay bale barrier at the bottom of slope of new fill area. B. Strip all topsoil, vegetation and organic material in area of and 5 feet surrounding new primary leaching trenches. C. Place and compact suitable fill material (preferably clean bank run gravel)in 12 inch layers in the area of the new leaching trenches up to at least the elevation of the top of the trenches. D. Suitable fill must have a percolation rate of 10.0 minutes/inch or faster to be acceptable after placement and compaction. If fill is unacceptable, it must be removed and replaced with suitable fill. R. Install system per plan. F. Cover system with 12 inches of loam, grade to prevent ponding, and seed with grass to stabilize. The final grade 15 feet from the leaching trenches shall be at least the same elevation as top of the leaching trenches. After slopes have permanently stabilized, remove sediment fence or the staked hay bale barrier. 4. New driveway slope shall be at or less than 127 where practical and feasible. 5. New driveway shall be installed with cross pitch to force stormwater to drain to southeastern corner of this lot rather than to drain straight down driveway onto Kitemaug Road. That is, north side of driveway shall be higher in elevation than south side cf driveway. 6. All erosion control sequerccc methods including silt fence and, a-1ti- tracking pad shall be in.—Ca'11ed and maintained in accordance with the directives as noted on the apfrove& "Sedimentation and Eros ---(n Control Plan" for this subdivision. DA L kJ i LAN Au Ilb UNirRAGUSODV rr" ROPER T 0— y F OLI 4N D r,- 1. C4ROL M. GAU'THIER KMA ROAUG 0 , L r" 1, M 1TV Lr JICUTuNNNE' SCDATE: SEPTED&ILiEK e, K I N G Y11 U L L E N 8k Surveyor s Engineers 152 Route 163 PO. Box 134 Uncosville, Connecticut I- ,," - ov THE FOLLOWING DEEP TEST HOLES WERE DUG PREVIOUSLY AND WITNESSED BY SANDY PANDORA ON 6-2-86 TH 6 0"- 12" Topsoil 1211 - 52". Yellow-brown fine sandy loam 5211 - 7411 Grey medium -fine sandy gravel Ledge at 74", groundwater at 52", distinct mottling at 30" TH 7 011 - 1211 Topsoil 12" - 5711 Yellow brown fine sandy loam and boulders Ledge or boulders at 57", no groundwater, no evident mottling TH 8 011 - 12" Topsoil 1211 - 2611 Yellow-brown fine sandy loam 2611 - 3011/5211 Grey f4ne sand and gravel Ledge at 30"/52", no groundwater, mottling at 24"/36" IZ> T11 9 off - loot Topsoil 10" - 38" Yellow-brown fine sandy loam 38"' - goll Grey medium -fine sandy gravel Ledge at 90", groundwater at 50", mottling at 30" P I Percolation Rate at 33" Depth = 6.4 minutes/inch 9 BOULDER 100 70 RESERVI, AREA BOTTOM OF TRENCH 87.50 BOTTOM OF TRENCH 89.50 mmm LEACHING TRENCHES LOAM SEEP GRAZ)C IZ' ON CENTER TO PRCVEZt T IPONDING I 3G 4 a I ArVC1 I C4 UNREATED UIL DING P AE ER , OR QUP L 0,00 00 0 0 0 C <> 0 0 0 00Loa 4!PMFORAT D PVC P IPE a= aDOW3DOW C; 0 0 cc ff o o Q°vcr—o !-y S70 Isis r1e, I N1 M UM 1 - GROUNDWATER OR 0TTLIHG- M I NJ M LIM JO LEDGE 7} I CAL L_ A"HING ENLH 'R 0 S S SEAT ION NEW DkofEWAY 12 17o MA)(iMUM GRADE) 5EE N0- tr' Z 6 J, AIEW ANT/- TRACKAIG PAD SEE AJOTE 6 AND DETAIL) 385 ± L. F. OF SILT FEM_'-.r, INSTALL PR 10R TO CONS 'TRUCTIC1,4', J SEE NOTE 6 AND DETAIL) o: CT DOT 211 FILTER FABRIC RIGHTS TO! GRADE PER OWNIEk NO 4 it NOTES: I. Elevations based on assumed datum. 2. For exact house dimensions, see Building Plans. 3. Site preparation procedure for the installation of the new sewage disposal system: A. Install and maintain temporary sediment fence or staked hay bale barrier at the bottom of slope of new fill area. B. Strip all topsoil, vegetation and organic material in area of and 5 feet surrounding new primary leaching trenches. C. Place and compact suitable fill material (preferably clean bank run gravel)in 12 inch layers in the area of the new leaching trenches up to at least the elevation of the top of the trenches. D. Suitable fill must have a percolation rate of 10.0 minutes/inch or faster to be acceptable after placement and compaction. If fill is unacceptable, it must be removed and replaced with suitable fill. R. Install system per plan. F. Cover system with 12 inches of loam, grade to prevent ponding, and seed with grass to stabilize. The final grade 15 feet from the leaching trenches shall be at least the same elevation as top of the leaching trenches. After slopes have permanently stabilized, remove sediment fence or the staked hay bale barrier. 4. New driveway slope shall be at or less than 127 where practical and feasible. 5. New driveway shall be installed with cross pitch to force stormwater to drain to southeastern corner of this lot rather than to drain straight down driveway onto Kitemaug Road. That is, north side of driveway shall be higher in elevation than south side cf driveway. 6. All erosion control sequerccc methods including silt fence and, a-1ti- tracking pad shall be in.—Ca'11ed and maintained in accordance with the directives as noted on the apfrove& "Sedimentation and Eros ---(n Control Plan" for this subdivision. DA L kJ i LAN Au Ilb UNirRAGUSODV rr" ROPER T 0— y F OLI 4N D r,- 1. C4ROL M. GAU'THIER KMA ROAUG 0 , L r" 1, M 1TV Lr JICUTuNNNE' SCDATE: SEPTED&ILiEK e, K I N G Y11 U L L E N 8k Surveyor s Engineers 152 Route 163 PO. Box 134 Uncosville, Connecticut I- ,," - ov