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HomeMy WebLinkAboutPlanZONING COMPLIANCE TABLE REQUIRED PROVIDED FRONT YARD SETBACK 50' 71' SIDE YARD SETBACK 15' 38.4' iREARYARDSETBACK50' ; WELL DEEP TEST PIT PERCOLATION TEST DATA FROM OiIGINAL SUBDIVISION PLAN) DATE: 1-28-88 DATE: 10-24-88 TP 14 TP 54 0-10" TOPSOIL 0-10" DARK BROWN TOPSOIL 10-29" DARK YELLOWISH 10-35" ORANGE BROWN SANDY BROWN FINE SANDY LOAM WITH GRAVEL STONES 35-58" GRAY TAN MODERATELY 29-80" OLIVE -GRAY COMPACT FINE SANDY LOAM LOAMY FINE SAND, FIRM WITH COBBLES AND SAND NO LEDGE 58-85" TAN MODERATELY COMPACT WATER 0 26" MEDIUM SAND WITH COBBLES MOTTLING @ 24"-26" NO LEDGE NO WATER MOTTLING 0 37" DATE: 1-11-91 DATE: TP 147 TP 148 0-12" TOPSOIL 0-12" TOPSOIL 12-36" LIGHT BROWN FINE 12-30" LIGHT BROWN FINE SANDY LOAM SANDY LOAM 34-84" BROWN MEDIUM FINE 30-80" BROWN MEDIUM FINE SAND TRACE OF GRAVEL SAND AND SOME GRAVEL NO LEDGE NO LEDGE WATER 0 60" WATER 0 66" MOTTLING 0 40" MOTTLING 0 42" DATE: 3-08-88 DATE: 6-25-91 P-14 PERCOLATION RATE: 1/10 MIN. P -13A PERCOLATION RATE: 1/4 MIN. 0 22" DEPTH @ 24" DEPTH LEGEND PROPERTY LINE STREET LINE ORENCO SYSTEMS EXISTING CONTOUR APPROXIMATE DEEP TEST PIT LOCATION APPROXIMATE PERC TEST LOCATION TLI"-TITE c BUILDING SETBACK LINE 116 PROPOSED CONTOUR EXISTING CATCH BASIN SILTFENCE THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL POINTS OF COURSE INDICATED D© THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 04-051 FBK#192 30 0 15 3i7 .. IN FEET 1 inch = 30 ft. 48„ FILTER FABRIC 6" MIN. TOPSOIL 4" PERF. PVC PIPE 12" MIN. )_ r ,_ 1 BROKEN STONEC7'- 18" MIN. ABOVE GROUND WATER (MOTTLING) 4' MIN. TO (LEDGE TRENCH DETAIL NOTE: A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED OVER ALL STONE BEFORE BACKt-ILLING. MINIMUM AVERAGE ROLL VALUES FOR FABRIC SHALL BE 1.50Z PER SQUARE YARD ( PER ASTM D-3776) , A PERVIT7VITYOF 1.3 SEC- (PER ASTM D-4491) AND A TRAPEZOID TEAR OF 15 LBS. (PER ASTM D-4533) 94 92 90 84 r -N PROPOSED FILL la 7"D 11 \ 1. SET POSTS & EXCAVATE A 6" x 6" TRENCH. SET POSTS DOWNSLOPE. ANGLE UPSLOPE FOR STAE3ILITY SELF-CLEANING. 100' min. 2. STAPLE THE WIRE MESH FENCING TO END POST. 1] INLAND WETLANDS FILTER COMPACTED FABRIC BACKFILL flow 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FILTER FABRIC SEDIMENT BARRIER 12 EXISTING GROUND ELEVATION z' 4 - INTERPOLATED HIGH GROUNDWATER MARK (MOTTLING) I'LL 10' BEYOND LEACHING TRENCH PIT #147 SHALL BE hO LOWER THAN TOP OF LEACHING ;BENCH S ---CT "A " as, SCALE: 1"=30' HORIZ. 1"=3' VERT. 2" PERF. DIST. PIPE MODIFIED HIGH LEVEL OVERFLOW "D" Bax INSPECTION COVER/MANHOLE W/ WELL 17" TILE INSPECTION OPENING INLET 6MIN. n MIN. ( I INLET BAFFLE 8"_4':6" 2/3 REQUIRED OUTLET Al 12 t I I .. MIN.. LIQUID MID -DEPTH OUTLET DEPTH CONNECTION :; FILTER DEVICE CAPACITY ` 1 /3 REQUIRED CAPACITY LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH NOTE: CLEANOUT MANHOLES AND ALL BAFFLED INSPECTION MANHOLES SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE. SEPTIC TANK DETAIL APPENDIX B APPROVED SE=PTIC TANK OUTLET FILTERS INTERNAL OUTLET FILTERS LEVEL CUT 90' ELBOW TO RS " 3" DIFF. TO NEXT LOWER TRENCH MODEL 2" PERF. DIST. PIPE MODIFIED HIGH LEVEL OVERFLOW "D" Bax INSPECTION COVER/MANHOLE W/ WELL 17" TILE INSPECTION OPENING INLET 6MIN. n MIN. ( I INLET BAFFLE 8"_4':6" 2/3 REQUIRED OUTLET Al 12 t I I .. MIN.. LIQUID MID -DEPTH OUTLET DEPTH CONNECTION :; FILTER DEVICE CAPACITY ` 1 /3 REQUIRED CAPACITY LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH NOTE: CLEANOUT MANHOLES AND ALL BAFFLED INSPECTION MANHOLES SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE. SEPTIC TANK DETAIL APPENDIX B APPROVED SE=PTIC TANK OUTLET FILTERS INTERNAL OUTLET FILTERS MAAUFACTURER MODEL ORENCO SYSTEMS FT0444- 36 FT0854-36 rT1254- 36 FT154-36 THURSBY & BOWNE SANITEE TLI"-TITE EF -4 UN TED CONCRETE CO, PL -122 ZA9EL A100 A1800 A300 A1801 A100 -HIP A1800 -HIP A300 -HIP A1800 -HIP LAND SURVEYING • PLANNING ETE R ENGINEERING 1 9 MILITARY HIGHWAY A R D N R ©ALES FERRY, CT 06335 PH (860) 464-7455 FAX (860) 464-5025 EREE, INC. DIETER.DARDNER@SNET.NET 50' y INLAND • WETLANDS 6 3 GENERAL NOTES 1. BOUNDARY INFORMATION AND WETLANDS, DEEP TESTS AND PERCOLOATION TESTS TAKEN FROM PLAN ENTITLED " LOT LAYOUT- PHASE II LOCHDALE ESTATES PROPERTY OF BERNARD BARNET & HAROLD D_ BRATT FORSYTH ROAD AND JEFFERY MANOR DRIVE MONTVILLE, CONNECTICU SCALE: 1" = 100' DATE DEC. 2000 1 OF 1. 2. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE AND SEPTIC SYSTEM AND A BENCH MARK SET BY DIETER, GARDNER & MEREEN, INC. LAND SURVEYORS IN MAY 2004. 3. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS VATHIN 100' OF THE PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN 100' OF THE PROPOSED WELL LOCATION. TOPSOIL OR ORGANIC MATERIAL BELOW THE TOP OF THE LEACHING SYSTEM SHALL BE REPLACED 'r1 -j SELECT FILL. "SELECT FILL MATERIAL", PLACE) WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE INCHES. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE. THIS IS THE GRAVEL PORTION OF THE SAMPLE. 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADUATION CRITERIA: 10 70%-100% 7090-100% 40 107w-50%* J%- 75% 100 0%-20% 0%-5% 200 0%- 5% 07.-2.5% PERCENT PASSING THE #40 SIEVE CAN BE INCREASED -0 10 GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES 'vC- EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE LICENSED INSTALLER IS RESPONSIBLE FOR PREPARING THE LEACHING AREA WITH NECESSARY SELECT FILL. THE TOPSOIL IN THE LEACHING SYSTEM ,AREA MUST BE REMOVED AND THE SUBSOIL SCARIFIED PRIOR TO SELECT FILL PLACEMENT UNLESS OTHERWISE DIRECTED BY THE DESIGN ENGINEER. THE INSTALLER SHALL TAKE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOIL FROM OVER COMPACTION OR DAMAGE. SELECT FILL SHALL EXTEND A MINIMUM OF FIVE: (5) FEET LATERALLY IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING SYSTEM. THE COMMISSIONER OF PUBLIC HEALTH MUST APPROVE MANUFACTURED FILL. ROCK USED TO PRODUCE MANUFACTURED FILL MUST HAV_ A LOSS OF ABRASION OF NOT MORE THAN 50% USING AASHTO METHOD T-96. SUPPLIERS OF MANUFAC URED FILL MUST MAKE APPLICATION FOR APPROVAL TO THE COMMISSIONER OF PUBLIC HEALTH. DOCUMENTATION MUST BE SUBMITTED ON THE QUARRY OPERATION, AND PRODUCTION PROCESS. FILL SPECIFICATIONS (GRADUATION, PERMEABILITY, ETC.) AND A NARRATIVE OF THE QUALITY CONTROL/QUALITY ASSURANCE PROGRAM MUST ALSO BE INCLUDED. THE MANUFACTURED FILL PRODUCERS MUST PROVIDED ANNUAL PRODUCT REGISTRATIONS TO THE COMMISSIONER OF PUBLIC HEALTH. 5. FOUNDATION DRAINAGE AND THE FOUNDATION OUTLET DRAIN SHAT BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYSTEM. A RODENT PROOF COVER SHALL BE PROVIDED AT THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT' 6. PRIOR TO CONSTRUCTION INSTALLATION AND SUBSEQUENT TO LOT CLEARING, THE FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED BY A LICENSED LAND SURVEYOR. 7. AFTER FILL IS PLACED AND COMPACTED IT MUST BE PERC TESTED PRIOR TO THE INSTALLATION OF THE LEACHING SYSTEM BY THE UNCAS HEALTH DISTRICT. 8. APPLICANT: KENNETH W. BAKER, 11 13 TANGLEWOOD DR. PRESTON, CONN. 886.8074 9. ENGINEER: GARY J. WINALSKI C/O D,G&M 19 MILITARY HWY. GALES FERRY, CONN 464. x`455 y a Q acraw iAr vvF L,; 1 SANITARY DESIGN CRITERIA A. PROPOSED FOUR BEDROOM HOME WITH FUTURE FOURTH BEDROOM. T„ NO TUBS GREATER THAN 100 GALLONS IN SIZE. B. 1500 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED. C. DESIGN PERCOLATION RATE: 1.0 TO 10 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD HF = 30, GRADIENT BETWEEN 6.1 TO 8.0% RESTRICTION BETWEEN 22.1 TO 26" FF = 2.0 FO'..IR BEDROOM HOME PF = 1.2, PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH MLSS = HF X FF X PF = 30 X 2.0 X 1.2 = 72' E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 660 S.F. F. 12" HIGH STONE LEACHING TRENCHES SELECTED FOR PRIMARY SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: 3 S.F. MINIMUM LENGTH OF TRENCH REQUIRED: 660 S.F./3S.F./L.F.= 220' G. EFFECTIVE LEACHING AREA PROVIDED: 3 -75 LONG TRENCHES 3 X 75X 3 SF/LF = 675' H. 100% RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY. NOTE: RESERVE AREA LAYED OUT FOR 96' OF 27" HIGH TEEPEE GALLERY AT 7.1 SF/LF SANITARY ELEVATION DATA: 10 SANITARY INVERT AT FOUNDATION: 93.0 02 28'-4" DIA. SCHEDULE 40 ASTM D1785 OR EQUAL PIPE MIN. SLOPE = 1/4- PER FT. ) 0 1500 GALLON TWO COMPARTMENT SEPTIC TANK INVERT IN 92.05 INVERT OUT 91.80 14' - 4„ DIA. SDR 35 PVC PIPE r 5 70 MODIFIED HIGH LEVEL OVERFLOW "D" BOX INVERT IN:5tJ 91.20 Q 90.60 INVERT TO TRENCH:5 91.00 7 90.40 INVERT OVERFLOW: 5 91.30 7 90.70 I 6 ® 10' - 4" DIA. SDR 5 PVC PIPE 9 "D" BOX INVERT IN: 90.00 INVERT TO TRENCH: 89.80 1 (D 75' LONG X 48" WIDE X 12" DEEP STONE LEACHING TRENCH BOTTOM TRENCH ELEV.: ® 90.50 11 89.90 89.30 TRENCH INV.: ® 91.00 (D 90.40 89.90 PLAN SHOWING PROPOSED HOTJSE, WELL., DRIZTE AND SEPTIC SYSTEM ON PROPERTY OF KE NNE'TH W _ BAIKE R II AND KIMBERLY M_ BAKER 2B LO C HDALE D IRI'\7E MONT''TILLE, CONNECTICUT SCALE: 1 "- B09 MAY 2004 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1THRU20-30OL-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THECONNECTICUTASSOCIATi"DN Or LAND SURVEYORS, IN'C. IT IS AN IMPROVEMENT LOCATION SURVEY BASED Oki A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS "D" & A TOPOGRAPHIC SURVEY BASED ON TOPOGRAPHIC ACGUARCY T-2. TO MY KNOWLEDGE AND EF,,. -'THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TI TLE: LA _U EYOR °CT No. 14208 DATE: MAY 7, 29,134