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HomeMy WebLinkAboutPlanWELL DEEP TEST PIT PERCOLATION TEST DATA (FROM ORIGINAL SUBDIVISION PLAN) DATE: 1-28-88 30 0 ID JU ou �.. / INLAND -. --- - - -- ---- - ---w- - ---- - ._....__, __-. -_ . _ ...._ _.._---...._.. __ . _ _.. FROM PLAN ENTITLED LOT LAYOUT -PHASE li LOCHDALE ESTATES PROPERTY OF BERNARD BARNET & HAROLD D_ BRATT FORSYTH ROAD AND JEFFERY MANOR DRIVE MONTViLL.E, CONNECTICUT" A. t'KUF'UJLU IHKtt tftUKUUM HUMt WIN tU IUh(L I-UUK IHG IJLUKUUM. NO TUBS GREATER THAN 100 GALLONS IN SIZE. 10-29' DARK YELLOWISH 10-35" OR NGE BROWN SANDY BROWN FINE SANDY LOAM WETLANDS SCALE: 1" = 100' DATE DEC. 2000 1 OF 1. B. 1250 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND ZONING COMPLIANCE TABLE LOAMY FINE SAND, FIRM ( IN FEET ) NO LEDGE �, 2. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE AND SEP IBENC SYSTEM AND A WATER 0 26" PROVIDED. MOTTLING ® 24" -26 - A300 A1801 = 1 inch 30 ft NO LEDGE RK SET BY DIETER, GARDNER & MEREEN, INC. LAND Sl1R`!EYORS IN C. DESIGN PERCOLATION RATE: 1.0 TO 10 MIN./IN. MOTTLING 0 37" REQUIRED PROVIDED TP 147 TP 148 MAYC2004 0-12" TOPSOIL 12-36" LIGHT BROWN FINE 12-30" LIGHT BROWN FINE SANDY LOAM SANDY LOAM 34-84" BROWN MEDIUM FINE 3. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 100' OF THE D. MINIMUM LEACHING SYSTEM SPREAD FRONT YARD SETBACK 50' 71' 1. SET POSTS & EXCAVATE 2. STAPLE THE WIRE WATER 0 66" PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN 100' MOTTLING ® 42" SIDE YARD SETBACK 15' REAR YARD SETBACK 50 38.4' 724.8 A 6' x 6" TRENCH. SET MESH FENCING TO POSTS DOWNSLOPE. ANGLE END POST. UPSLOPE FOR STABILITY SELF CLEANING LEVEL CUT 90' ELBOW TO PROVIDE 3" DIFF. OF THE PROPOSED WELL LOCATION. 4. TOPSOIL OR ORGANIC MATERIAL HELOW THE TOP OF THE LEACH,NG SYSTEM SHALL HF = 30, GRADIENT BETWEEN 6.1 TO 8.0% RESTRICTION BETWEEN 22.1 TO 26" FF = 2.0, FOUR BEDROOM HOME WELL DEEP TEST PIT PERCOLATION TEST DATA (FROM ORIGINAL 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" OR NGE BROWN SANDY BROWN FINE SANDY LOAM WITH GRAIL 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 - A300 A1801 NO LEDGE NO WATER MOTTLING 0 37" DATE: 1-11-91 DATE: 1-1'1-91 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 ® 60" WATER 0 66" MOTTLING 0 40" MOTTLING ® 42" DATE: 3-08-88 DATE: 6-25-91 P-14 PERCOLATION RATE: 1/10 MIN. P -13A, PERCOLATION RATE: 1/4 MIN. 22" DEPTH 24" DEPTH q 1 LEGEND PROPERTY LINE STREET LINE EXISTING CONTOUR } APPROXIMATE DEEP TEST PIT LOCATION APPROXIMATE PERC TEST LOCAT!0N - BUILDING SETBACK LINE 16 - 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 THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE N0T VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. UL JOB# 04-051 FBK#192 & - 4829 I FILTER FABRIC 6" MIN. TOPSOIL 100' 4" PERF. PVC PIPE 12" MfIN. 12' 1 " BROKEN STONE m'"" 18" MIN. ABOVE GR01 WATER (MOTTLING) TRENCH D" -AI MIN. FILTER LEDGE FABRIC L NOTE: A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED OVER ALL STONE BEFORE BACKFILLING. MINIMUM AVERAGE ROLL VALUES FOR FABRIC SHALL BE 1.5CZ PER SQUARE YARD ( PER ASTM D-3776) , A PERMITTIVITY OF 1.0 SEC -1 (PER ASTM D-4491) AND A TRAPEZOID TEAR OF 1,; LBS. (PER ASTM D-4533) 94 92 90 88 86 84 82 PRCPOS:7 FILL �ICOMPACTED BACKFILL flow L i 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 •� \ EXISTING GROUND ELEVATION r_\ �1 4 - 77 \ it INTERPOLATED HIGH GROUNDWATER MARK (MOTTLING) * FILP_ 10' BEYOND LEACHING TRENCH PIT #147 SHALL BE NO LOWER THAN TOP OF LEACHING TRENCH-- - SECT99 t5 A„ SCALE: i "=30' HORGZ. : 1"=3' VERT. INLET �- INLET BAFFLE It PERF. DIST. PIPE MODIFIED HIGH LEVEL OVERFLOW "D" BOX INSPECTION COVER/MANHOLE W/ WELL 17" TILE INSPECTION OPENING 6" g. MIN. MIN. i� E3'-1'6' LIQUID DEPTH NEXT LOWER TRENCH OUTLET t I MIN. MID -DEPTH OUT -ET CONNECTION FILTER DEVICE 2/3 REQUIRED -/ 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 SEPTIC TANK OUTLET FILTERS 4NTERNA_ OUTLET FILTERS MANUFACTURER ORENCO SYSTEMS THORSBY & BOWNE U F- TI TE UNITED CONCRETE CO, ZABEL BE REPLACED WITH SELECT FILL. -SELECT FILL MATERIAL", PLAC,=D WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS SHALL F ('Ci►APR SE"" OF CLEAN SAND AND GRAVEL, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SU TANCES. THE FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLLSS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THS%N THREE INCHES. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE 14 SIEVE. THIS IS THE GRAVEL PORTIO OF THE SAMPLE. 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWE1GHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWNG GRADUATION CRITERIA: jf-r Iuu/e IUV/e #10 70%-100% 70%-100% #40 10%-50%* 10%-75% #100 0%-20% 0%-5% #200 0%- 5% 0%-2.5% *PERCENT PASSING THE #43 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 59.. THE LICENSED INSTALLER IS RESPONSIBLE FOR PREPARING THE LEACHING AREA WITH NECESSARY SELECT FILL. THE TOPSAIL IN THE LEACHING SY'STEV 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 ?HE LEACHING SYSTEM. THE COMMISSIONER OF PUBLIC HEA -751d MUST APPROVE MANUFACTURED Flii_, ROCK USED TO PRODUCE MANUFACTURED FILL MUST HAVE A LOSS OF ABRASION OF NOT MORE THAN 50% USING AASHTO METHOD T-96. SUPPLIERS OF MANUFACTURED FLS MUST MAKE APPLICATION FOR APPROVAL TO THE COMMISSIONER OF PUBLIC HEALTH. DOCUMENTATION MUST BE SUBMITTED ON THE QUARRY OPERATION, AND PRODUCTION PROCESS. F11, 1 SPECIFICATIONS (GRADUATION, PERMEABILITY, ETC.) A,D A NARRATIVE OF THE QUAJTY CONTROL/QUALITY ASSURANCE PROGRAM MUST ALS_'- BE INCLUDED. THE MANUFACTURiED FILL PRODUCERS MUST PROVIDED ANNUAL PRODUCT REGISTRATIONS TO THE COMMISSIONER OF PUBLIC HEALTH. 5. FOUNDATION DRAINAGE AND THE FOUNDATION OUTLET DRAIN SHALT BE OCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYS -'r ---M. A RODENT PROOF COVER SHALL BE PROVIDED AT THE FOUNDATION OU T'LET DRAIN AT 'DAYLIGHT". 6. PRIOR TO CONSTRUCTION INSTALLATION AND SUBSEQUENT TO LPI' CLEAR]"!G, THE FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES E� ft,BL]SHED BY A LICENSED LAND SURVEYOR. 7. AFTER FILL IDS PLACED AND COMPACTED IT MUST BE PERC TESTED PRIOR TO THE INSTALLATION OF THE LEACHING SYSTEM BY THE USVCAS HEALTH DISTRICT. MODEL 8. APPLICANT: KENNETH W. BAKER, II 13 TANGLEWOOD DR. FT0444-36 FT0854-36 PRESTON, CONN. FT1254-36 FT154-36 886.8074 SANITEE 9. ENGINEER: GARY J. WINALSK EF -4 C/O D,G&M 19 MILITARY HW". PL -122 GALES FERRY, CONN. 464.7455 A100 A1800 A300 A1801 A100 -HIP A1800-H'IP A300 -HIP A1800 -HIP LAND SURVEYING • PLANNING IETER ENGINEERING 1 9 MILITARY HIGHWAY A►R D N E R GALES FERRY, CT 06335 & PH (860) 464-7455 FAX (860) 464-3038 EREENI, INC. DIETER.GARDNER SNET.NET PF = 1.2, PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH MLSS=HFXFFXPF=30X2.0X1.2= 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: U SANITARY INVERT AT FOUNDATION: 93.0 ( 28'-4' DIA. SCHEDULE 40 ASTM D1785 OR EQUAL PIPE ( MIN. SLOPE = 1/4- PER FT, ) 0 1250 GALLON TWO COMPARTMENT SEPTIC TANK INVERT IN 92.05 INVERT OUT 91.80 ® 14' - 4- DIA. SDR 35 PVC PIPE 5 7 MODIFIED HIGH LEVEL OVERFLOW "D" BOX INVERT IN: Q 91.20 0 90.60 INVERT TO TRENCH:$ 91,00 (7� 90.40 INVERT OVERFLOW: 5 91.30 7 90.70 © 8a 10' - 4" DIA. SDR 5 PVC PIPE ® -D-BOX INVERT IN: 90.00 INVERT TO TRENCH: 89.80 ® *� 0 75' LONG X 48" WIDE X 12" DEEP STONE LEACHING TRENCH BOTTOM TRENCH ELEV.: 90.50 Q 89.90 (D 89.30 TRENCH INV.: 91.00 Q 90.40 ® 89.90 PLAN SHOWING PROPOSED HOUSE, WELL, DRIVE AND SEPTIC SYSTEM ON PROPERTY OF KENNETH W. BAIKER II AND KIMBERLY M. BAKER 28 LOCHDAILE DRIVE MONTVILLE, CONNECTICUT SCALE: 1 "=30s MAY 2004-0 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF ]AND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS "D" & A TOPOGRAPHIC SURVEY BASED ON TOPOGRAPHIC ACCUARCY T-2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE. I�tb SUR RCf A T No 1859 DATE: AY 7, 2004