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Home My WebLink AboutSite Plan50' AREA= 323,078± Sq. Ft. 500 50>_ i\ N /F CARL E. JR. PHYLLIS A. FREEMAN i Z. NOTE: EXISTING STONEWALL - 37\ 504 , - - \ SERVES AS SILT BARRIERJ14I'll SOLID WALL PVC 506 - ` - , 6CFDNOUTLETDRAIN ` \ \ \ SEE G/N 5) 0 \ 50 504 50, \ 508 X06 61 510 . ` y 1 6512 D i i i N12'(C.TOC. WALK G OUT \ \ PAUL AND NANCY THOMAS 7Z ` / , o \ \ \ \ 514 __ _ / _Q. - oma Z PERFORATE PVC \ \ Q ` / G FDN DRAIR' ` 2 gRAGE \ (SEE G/N 5) \ CO O TLERRACf / 516 75RADIUS PROPOSED WELL, 518 ^ ` / ~ BENCHMARK: N/ Q ~` OF 40, OAK TREE PROP 520 ---._ GRAPHIC SCALE 30 0 15 30 60 RP E pftl EXiS, NG G TO OLD COLCHESTER ROAD ooc o STONE WALL PROPERTY LINE STREET LINE EXISTING CONTOUR IN SIZE. APPROXIMATE DEEP TEST PIT LOCATION BUILDING SETBACK LINE 510 PROPOSED CONTOUR B. 1000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROPOSED CLEARING LIMITS THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL POINTS OF COURSE INDICATED IN FEET ) 1 inch = 30 ft. 510 FILL 10' BEYOND LEACHING TRENCH SHALL BE NO LOWER THAN TOP OF LEACHING TRENCH 50 PROPOSED FILL 506 \ 10 11 TP 6A 498 I FDGF LINE EXISTING GROUND ELEVATION WORST CASE HIGH GROUNDWATER MARK (MOTTLING) TP 6B NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES aILY AND ARE SECT "A "-"A" NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED SCALE: 1"=30' HORIZ. 1"=3' VERT. OR DEPICTED. X1111 N /F TOWN OF MONTVILLE HOUSING AUTHORITY 12', MIN{ M _ INLET 48" BAFFLE 8"-1'6" LIQUID MID-DEP1 OUTLET DEPTH CONNECTIIN 4 FILTER DEVICE FILTER FABRIC 2/3 REQUIRED 6" MIN. TOPSOIL - , CAPACITY I 1/3 REQUIRED 4 PERF. PVC PIPE a d I CAPACITY A 1 12 MIN. LENGTH NOT GREATER THAN P LAN S H ® WIN C3_ 1r77i" BROKEN STONE 4 TIMES WIDTH OR DEPTH NOTE: CLEANOUT MANHOLES AND ALL BAFFLED INSPECION MANHOLES P FZ ® P 0 S IE IE 11 C) U S I ' TIE LL , 13 I:Z I V E SHALL BE LOCATED AT A DEPTH NOT GREATER I -IAN 12 BELOW FINAL GRADE. AINT ID SEPr-rIC SYS-rIET\4 18" MIN. ABOVE GROUND SEPTIC TANK DETAILS PI,IEFlAI;ZIF] 1E) IF®RWATER (MOTTLING) 4 MIN.` TO LEDGE APPENDIX B 1`r APPROVED SEP TANK j' `' I R ®N ]C T 1,® E Nrr OUTLET FILTERS IL INTERNAL OUTLET FILTERS 1-355 ® LID C 0 11, +C H E Sr -r 1E] R IR O AD TRENCH DETAIL MANUFACTURER MODEL" ORENCO SYSTEMS FT0444-36 FT0854-36 m 0 I iv 111 L C® N N C rr I C TJ rF FT1254- 36' -Tl 54- 36 NOTE: A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED ' OVER ALL STONE BEFORE BACKFILLING. MINIMUM AVERAGE ROLL THORSBY & BOWNE SANITEE VALUES FOR FABRIC SHALL BE 1.50Z PER SQUARE YARD ( PER ASTM D-3776) , A PERMITTIVITY OF 1.0 SEC -1 (PER ASTM D-4491) TUF-TI TE EF -4 N 'r I T 2004 - AND a04 - AND A TRAPEZOID TEAR OF 15 LBS. (PER ASTM D-4533) UNITED CONCRETE CO, PL -122 ZABEL A100 A1 00 A300 A1331 E A100 -HIP A1800 -HIP i1elllldl///f/ A300 -HIP A1800 -HIP THIS SURVEY AND MAP HAS BEEN, PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 4 , j/ THRU 20 -300b -2Q OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE NSURVEYING PLANNING -„+4 `j, !`, ,+ , CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS "D" & A ENGINEERINGTETOPOGRAPHICSURVEOA'.-,F,,f ON TOPOGHIC ACCUARCY T-2 19 MILITARY HIGH Al( = TO MY KNOWLEDGE A D .-THIS AP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ALES FERRY, CT 0633 PH (86 0) 464®746 FAX ( 6 ) 464-5028 ;i •; , ,''`,''' TITLE: SURV OR CT No. 14208IEREENy ' DIETER® A NER NET.NET Jl111i1 DATE:AUGIJ.S-T 30, 2004 GENERAL NOTES SANITARY DESIGN CRITERIA 1. BOUNDARY INFORMATION, TEST PIT LOCATION, DATA AND BUILDING LINE TAKEN FROM A. PROPOSED THREE BEDROOM HOME. NO TUBS GREATER THAN 100 GALLONS PLAN ENTITLED "SUBDIVISION PLAN ZONING DISTRICT WRP-160, R-80 AND R-120 IN SIZE. PREPARED FOR OXIBY FARM, LLC FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO DAM ROAD MONTVILLE, CONNECTICUT DATE: 05/01/2000 SCALE: 1"=100' B. 1000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND CHANDLER, PALMER & KING. PROVIDED. 2. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE AND SEPTIC SYSTEM AND A C. DESIGN PERCOLATION RATE: 1.0 TO 10 MIN./IN. BENCH MARK SET BY DIETER, GARDNER & MEREEN, INC. LAND SURVEYORS IN JULY 2004. 3. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75' OF THE D. MINIMUM LEACHING SYSTEM SPREAD PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN 75' HF = 26, GRADIENT BETWEEN 6.1 TO 8.0% OF THE PROPOSED WELL LOCATION. RESTRICTION BETWEEN 30.1 TO 36 FF - 1.5, THREE BEDROOM HOME 4. TOPSOIL OR ORGANIC MATERIAL BELOW THE TOP OF THE LEACHING SYSTEM SHALL PF = 1.2, PERC RATE BETWEEN 5.1 & 10.0MIN./INCH BE REPLACED WITH SELECT FILL. "SELECT FILL MATERIAL", PLACED WITHIN AND MLSS = HF X FF X PF = 26 X 1.5 X. 1.2 = 46.8' ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. THE E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 495 S.F. FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: F. 12" HIGH LEACHING TRENCHES SELECTED FOR PRIMARY SYSTEM DESIGN. 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THANEFFECTIVELEACHINGAREAPROVIDEDPERL.F. PER CODE: 3 S.F. MINIMUM LENGTH OF TRENCH REQUIRED: 495 S.F./3 S.F./L.F.= 165' 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 G. EFFECTIVE LEACHING AREA PROVIDED: OF THE SAMPLE. 3 -55' LONG TRENCHES, 3 X 55' X 3 S.F./LF. = 495 S.F. 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED H. 100% RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY. AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADUATION CRITERIA: SIEVE SIZE WET SIEVE DRY SIEVE 4 100% 100% 10 70%-100% 70%-100% SANITARY ELEVATION DATA: 40 10%-50%* 10%-75% 10 SANITARY INVERT AT FOUNDATION: 508.00 100 0%-20% 0%-5% 200 0%- 5% 0%-2.5% 50'-4" DIA. SCHEDULE 40 ASTM D1785 OR EQUAL PIPE PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THANMIN. SLOPE = 1/4" PER FT. ) 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND 1000 GALLON TWO COMPARTMENT SEPTIC TANK THE ##200 SIEVE DOES NOT EXCEED 5io. INVERT IN 506.75 THE LICENSED INSTALLER IS RESPONSIBLE FOR PREPARING THE LEACHING AREA WITHINVERTOUT506.50 NECESSARY SELECT FILL. THE TOPSOIL IN THE LEACHING SYSTEM AREA MUST BE 44' - 4" DIA. SDR 35 PVC PIPE REMOVED AND THE SUBSOIL SCARIFIED PRIOR. TO SELECT FILL PLACEMENT UNLESS OTHERWISE DIRECTED BY THE DESIGN ENGINEER. THE INSTALLER SHALL TAKE a5 O MODIFIED HIGH LEVEL OVERFLOW "D" BOX NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOIL FROM INVERT IN: 505.80 0 505.40 }7 OVER COMPACTION OR DAMAGE. SELECT FILL SHALL EXTEND A MINIMUM OF FIVE (5) 505.60 0 505.20 0 FEET LATERALLY IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING INVERT TO TRENCH: SYSTEM. INVERT OVERFLOW: 505.90 505.50 07 THE COMMISSIONER OF PUBLIC HEALTH MUST APPROVE MANUFACTURED FILL. ROCK USED 10' - 4" DIA. SDR 35 PVC PIPE TO PRODUCE MANUFACTURED FILL MUST HAVE A LOSS OF ABRASION OF NOT MORE THAN 50% USING AASHTO METHOD T-96. SUPPLIERS OF MANUFACTURED FILL MUST MAKE D" BOX APPLICATION FOR APPROVAL TO THE COMMISSIONER OF PUBLIC HEALTH. DOCUMENTATION INVERT IN: 505.00 MUST BE SUBMITTED ON THE QUARRY OPERATION, AND PRODUCTION PROCESS. FILL INVERT TO TRENCH: 504.80 SPECIFICATIONS (GRADUATION, PERMEABILITY, ETC.) AND A NARRATIVE OF THE QUALITY CONTROL/QUALITY ASSURANCE PROGRAM MUST ALSO BE INCLUDED. THE MANUFACTURED 10 11 12 55' LONG X 48" WIDE X 12" DEEP STON_ LEACHING TRENCH FILL PRODUCERS MUST PROVIDED ANNUAL PRODUCT REGISTRATIONS TO THE COMMISSIONER BOTTOM TRENCH ELEV.: 505.10 10 504.70 11 504.30 12 OF PUBLIC HEALTH. TRENCH INV.: 505.60 10 505.26 11 504.80 12 5. FOUNDATION DRAINAGE AND THE FOUNDATION OUTLET DRAIN SHALL 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 FOUNDATION INSTALLATION AND SUBSEQUENT TO LOT CLEARING, THE FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED DEEP TEST PIT DATA BY A LICENSED LAND SURVEYOR. 4/27/2000 7. DEEP TEST PITS AND THE -PERCOLATION TEST WORE WITNESSED AND RECORDED BY TP 6A TP 6B THE UNCAS HEALTH DISTRICT ON APRIL' 27, 2001. 0-8" TOPSOIL 0-12" TOPSOIL 8-28" SUBSOIL 12-36" SUBSOIL i 28-87 GRAVEL AND COARSE TO VERY 36-96 GRAVEL AN,) COARSE TO VERYSAND, 8. APPLICANT: TIER ONE DEVELOPMENT FINE SOME FINES, FLAT ANGULAR FINE SAND, SOME FNES, ROCKS P.O. BOX 127 ROCKS MYSTIC, CT. 06335 NO LEDGE NO LEDGE NO WATER NO WATER NO MOTTLING MOTTLING @ 32" 9. ENGINEER: GARY J. WINALSKI C/0 DIETER, -ARDNER & MEREEN INC. GALES FERRY, GT. 06335 TP 6C TP 6D 860) 464-74551 0-10" TOPSOIL 0-10" TOPSOIL 10-28" SUBSOIL 10-29" SUBSOIL 28-83" GRAVEL AND COARSE TO VERY 29-59" COMPACT 6ARSE TO VERY FINE SAND, SOME FINES, ROCKS FINE SAND AND SILT, ROCKS a NO LEDGE LEDGE 0 59" NO WATER NO WATER NO MOTTLING NO MOTTLING i LEVEL CUT 90' ELBOW MIN PERC RATE: 10.0 MIN/INCH TO PROVIDE 3" DIFF. TO NEXT LOWER TRENCH 4 INSPECTION COVER/MANHOLE PERF. DIST. W/ WELL 17" TILE PIPE INSPECTION MODIFIED HIGH LEVE OPENING OVERFLOW "D" BOX a •: Y.' OUTLET INLET _- MIN. MIN. 12', MIN{ M _ INLET 48" BAFFLE 8"-1'6" LIQUID MID-DEP1 OUTLET DEPTH CONNECTIIN 4 FILTER DEVICE FILTER FABRIC 2/3 REQUIRED 6" MIN. TOPSOIL - , CAPACITY I 1/3 REQUIRED 4 PERF. PVC PIPE a d I CAPACITY A 1 12 MIN. LENGTH NOT GREATER THAN P LAN S H ® WIN C3_ 1r77i" BROKEN STONE 4 TIMES WIDTH OR DEPTH NOTE: CLEANOUT MANHOLES AND ALL BAFFLED INSPECION MANHOLES P FZ ® P 0 S IE IE 11 C) U S I ' TIE LL , 13 I:Z I V E SHALL BE LOCATED AT A DEPTH NOT GREATER I -IAN 12 BELOW FINAL GRADE. AINT ID SEPr-rIC SYS-rIET\4 18" MIN. ABOVE GROUND SEPTIC TANK DETAILS PI,IEFlAI;ZIF] 1E) IF®RWATER (MOTTLING) 4 MIN.` TO LEDGE APPENDIX B 1`r APPROVED SEP TANK j' `' I R ®N ]C T 1,® E Nrr OUTLET FILTERS IL INTERNAL OUTLET FILTERS 1-355 ® LID C 0 11, +C H E Sr -r 1E] R IR O AD TRENCH DETAIL MANUFACTURER MODEL" ORENCO SYSTEMS FT0444-36 FT0854-36 m 0 I iv 111 L C® N N C rr I C TJ rF FT1254- 36' -Tl 54- 36 NOTE: A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED ' OVER ALL STONE BEFORE BACKFILLING. MINIMUM AVERAGE ROLL THORSBY & BOWNE SANITEE VALUES FOR FABRIC SHALL BE 1.50Z PER SQUARE YARD ( PER ASTM D-3776) , A PERMITTIVITY OF 1.0 SEC -1 (PER ASTM D-4491) TUF-TI TE EF -4 N 'r I T 2004 - AND a04 - AND A TRAPEZOID TEAR OF 15 LBS. (PER ASTM D-4533) UNITED CONCRETE CO, PL -122 ZABEL A100 A1 00 A300 A1331 E A100 -HIP A1800 -HIP i1elllldl///f/ A300 -HIP A1800 -HIP THIS SURVEY AND MAP HAS BEEN, PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 4 , j/ THRU 20 -300b -2Q OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE NSURVEYING PLANNING -„+4 `j, !`, ,+ , CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS "D" & A ENGINEERINGTETOPOGRAPHICSURVEOA'.-,F,,f ON TOPOGHIC ACCUARCY T-2 19 MILITARY HIGH Al( = TO MY KNOWLEDGE A D .-THIS AP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ALES FERRY, CT 0633 PH (86 0) 464®746 FAX ( 6 ) 464-5028 ;i •; , ,''`,''' TITLE: SURV OR CT No. 14208IEREENy ' DIETER® A NER NET.NET Jl111i1 DATE:AUGIJ.S-T 30, 2004