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HomeMy WebLinkAboutSite & Septic Plan256 254 FA 252 � 0 250 - 0 i i 90 248 246 EXISTING GROUND / ELEVATION EXISTING GROUND ELEVATION EXISTING DOUBLE CB 234 o ; * FILL 10' BEYOND LEACHING ' TRENCH SHALL BE NO LOWER THAN TOP OF LEACHING TRENCH. 236 PIT E NO LEDGE NO WATER NO MOTTLING SECTION "A" --"A" SCALE:1 "=20' HORIZ 1 "= 2' VERT 8" PVC ROOF DRAIN 238 240 � l 242 Af \/ 244 P-10 i�TP 10 1 234 r 236 t 238 I MON 240 � / ' FND , ' 242 D / �� �' i 244 24E 36' 7,71 \ N /F OTHER LANDS OF VILLAGE DEVELOPMENT 195/500 254 �S• A� ATF o� i -� N /F _ PAUL & BLANCHE 24a KOLONICKI 107/421 252 %)u246 ,��, _, f '� VEHICLE BAY 1 i \\ \ \\ SANITARY ELEVATION DATA 2561 SANITARY INVERT AT BUILDING SLAB 256.C'O (INSTALL E CQ PRIOP-cpD- - ,,� \ UNDER FOOIING). TF = 257.70 \-g \ , INV = 254.00 248 ' ��t p pc 44'-4" DIA SCHEDULE 80 ASTM D1785 OR EQUAL PIPE BLDG --,.. \ © O_ (MIN SLOPE = 1/4" PER FT). PROPOSED �o 0 ' PE SI PIPE '� LOCKER & 100'x70' \ IV •6 44 --12 C / LUNCHTOP OF SLAB \ ^'� 258 3Q 1000 GALLON TWO COMPARTMENT SEPTIC TANK f ROOM ELEV=259.0 INV. 254.25 IN INV. 254.00 OUT � \ O INSTALL SILT FENCE 250 `O CONSTRUCTION + ` PRIOR TOC o , � ` \ �•. �4 r 30'-4" DIA SDR 35 PVC PIPE. 26 ' OFFICE V� \\ TP -A ,Q \ ' 4 0 MODIFIED HIGH LEVEL OVERFLOW "D" BOX INIV. 251.27 IN EXIST.O y FABRICATION �� INV. 251.10 OUT CB 4 MON , � � ,, \� BAY �� . �\\\ � �` � � N F INV. 251.35 OVERFLOW FND --' \\ � a 262 OTHER LANDS OF � 10'- 4DIA SDR 35 PVC PIPE \� VILLAGE DEVELOPMENT Q \\ 195/500 Q D BOX 252 r _ �� i \ \ INV. 250.00 IN n,'`,``d'�, `�. A`�,,\�\ INV. 249.50 OUT � ,� SIGN �\ � �� � \ / •, \ a \RK SET , � ` v �, �• ,> 20 x2O \ \„ ►NUMENT `� �� `� \\ .� `� `� �' � CONC. 50 LONG x 48 x 12 DEEP STONE LEACHING TRENCH MON \\. \ , \ \ BOTTOM OF TRENCH ELEV: 250.60 8 249.00 9 \ �, \ =255.48 t FND APRON , f \ , \\ \ \ !►.`� \ \\\��` TRENCH INV. 251.10 249.50 9 r ECP ECP ECP ECP Lid +200.0 EP ® MON FND PROPERTY LINE BUILDING LINE EXISTING CONTOURS PROPOSED CONTOURS ELEC., CATV & PHONE -UNDERGROUND UTILITIES CATCH BASIN PERCOLATION TEST DEEP TEST HOLE SPOT GRADE EDGE OF PAVEMENT MONUMENT FOUND EVERGREEN TREE SFo 256 MON �. FND 264 V_ 264 INSTALL CONSTRUCTION ENTRANCE TOWN OF MONTVILLE YARD AND BUILDING REQUIREMENTS BY LI ZONE ZONING REQUIREMENTS ZONING COMPLIANCE 80,000 SF 40,975 SF* 200' FRONTAGE 144' FRONTAGE 50' FRONT YARD 50' FRONT YARD 30' SIDE YARD 30' SIDE YARD 50' REAR YARD 30' REAR YARD MAX. BLDG HEIGHT 50' *APPROVED SUBDIVISION 20 0 20 40 GRAPHIC SCALE 0 CHESTERFIELD ROAD CHESTERFIELD F �0, SITE �s °�,o � 7 MORGAN HILL 0 �o SITE LOCATION MAP 500 0 5w 1000 GENERAL NOTES: 1. ACCESS TO LOT WILL BE FROM ENTERPRISE LANE. 2. T- ERE ARE NO WELLS OR SEPTIC SYSTEMS WITHIN 75' OF PROPOSED WELL. OR SEPTIC SYSTEM. 3. A COMPANY SIGN IS TO BE ATTACHED TO THE PROPOSED BUILDING IN ACCORDANCE WIITH SECTIONS 20.1 & 20.3 OF THE TOWN OF MONTVILLE ZONING REGULATIONS. 4. ELEVATION DATUM WAS TAKEN FROM THE ORIGINAL SUBDIVISION MAP. 5. TOPOGRAPHY, BENCHMARK AND 'TEST PIT LOCATIONS BY J DEMPSEY ASSC GATES, LAND SURVEYORS. 6. DEEP TEST PITS B, C, D & E WERE WITNESSED AND RECORDED BY THE UNCAS HEALTH DISTRICT ON MARCH 7, 2000. TEST PITS 9 & 10 AND PERCS 9 & 10 WITNESSED AND RECORDED ON THE ORIGINAL SUBDIVISION MAP. PERCOLATION TEST 11 WAS WITNESSED AND RECORDED BY GARY J. WLNASKI, PE ON MARCH 9, 2000. TEST PITS 1, 2, 3 & 4 SHALL BE LOCATED BY A LAND SURVEYOR AND WITNESSED BY THE UNCAS HEALTH DISTRICT. THE UNCAS HEALTH DISTRICT SHALL ADVISE THE ENGINEER IF DESIGN CHANGES ARE REQUIRED. 7. NO FOOTING OR FOUNDATION DRAINS ARE PLANNED. 8. ANY TOPSOIL OR ORGANIC MATERIAL ENCOUNTERED BELOW THE TOP OF THE LEACHIN J SYSTEM SKAI._L BE REPLACED W'TH SELEC-I FILL. "SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROPOSED LEACHING AREA SHALL BE COMPRISED OF CLEAN SAND, GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES, THE FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL EGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. 2. JP 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 HAS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADUATION CRITERIA: SIEVE SIZE PERCENT PASSING #4 100% #10 70%-100% #40 10%-50% (SEE NOTE BELOW) #100 0%-2% #200 0%-5% NOTE: PERCENT PASSING THE #40 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 5%. THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURING SOILS FROM OVER COMPACTION AND SILTATION ONCE EXPOSE. 9. ENGINEER: GARY J. WINALSKI 9 HERITAGE DRIVE STONINGTON, CT 06378 (860)535-2283 SEE SHEET 2 FOR MORE NOTES & DETAILS. MAP REFERENCES: 1. "SUBDIVISION PLAN OF WATERVIEW BUSINESS PARK PREPARED FOR VILLAGE DEVELOPMENT ROUTE 85 MONTVILLE, CONNECTICUT -JOHN KOPKO JR. & ASSOCIATES, INC. OCT. 1988 1 "= 100'." THIS 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 EN- DORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A RESURVEY OF THE ORIGINAL SUBDI- VISION MAP CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL CLASS T-2 AND IS INTENDED TO BE USED FOR BOUNDARY DETERMINATION AND MUNICIPAL BUILDING & ZONING REQUIREMENTS. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY C ECT AS NOTED HEREON. OME J. DEMPSV, LS#18141 J DEmpsEy ASSOCIATES PROFESSIONAL LAND SURVEYORS 76 BRAINARD STREET NEW LONDON CONNECTICUT 06320 860-447-8434 �F C4N1YF�?�►�,i 3 'elCENS�a y.._ #18141 ; sun v��lQQa►`� W E--� 3 3 3 i - F- � Cu 4w d� _ _j J a LliLL � u- LL. r r r NITARY DESCN CRITERIA ELECTRICAL MIN 3" DIA. SCH 40 PVC 48" W/ 1/4" PVC ROPE A. PER OWNER, 5 EMPLOYEES INITIAL, POSSIBLE FUTURE EXPANSION TO 10 EMPLOYEES. MANHOLE INSPECTION OPENING MANHOLE TOPSOIL �► '� } -------PHONE 2" DIA W/ 1/4' PVC ROPE B. PREDICTED PEAK DAILY SEWAGE FLOW. FACTORY WITH SHOWERS. FROM TABLE 4 OF CODE, \- USE 35 GALLONS PER PERSON PER DAY. 6" `"\\yam`,. ��/\\/\\/;� / CATV 2' DI W/ 1/4" PVC ROPE - L GRADE PERCOLATION RATE 10 1 TO 20 0 MI INCH / \\f \�' INLET ---=- 6*MIN. 8" FINAL — ,r •b ����'� 1" BROKEN �, " ; --�- OUTLET C. DESIGN PERC N/ /� 5• ° .: \ �' STONE 120 MIN. "-1'6" D. SEWAGE APPLICATION RATE: 1.2 GALLONS PER DAY PER SF OF EFFECTIVE LEACHING AREA. ! \\` 777�7��\ % `' LIQUID GAS DEFLECTOR 2 3 REQUIRED i DEPTH i ' 30 MIN 2�' MIN �j,�!/� CAPACITY ", ;� 1/3 REQUIRED E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 350 GALLONS/1.2 GALLONS PER SF=292 SF. j CAPACITY 48 MIN TYPICAL LEACHING TRENCH SECTION7�77777 6' MI SAND ��, F. STONE LEACHING TRENCHES SELECTED FOR LEACHING SYSTEM DESIGN EFFECTIVE LEACHING N.T.S. LENGTH NOT GREATER THAN AREA PROVIDED PER LF PER CODE = 3 SF MINIMUM LENGTH OF LEACHING TRENCH REQUIRED: A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED 4 TIMES WIDTH OR DEPTH OVER ALL STONE BEFORE BACKFILLING. MIMIMUM AVERAGE 292 SF/ 3 SF/LF = 98. ROLL VALUES FOR FABRIC SHALL. BE 1.5 OZ PER SQUARE TYPICAL SEPTIC TANK G. EFFECTIVE �EACHING AREA PROVIDED: 2 - 50' LONG TRENCHES, 2 x 50' x 3 SF LF = 300 SF. YARD (PER ASTM D-3776), A PERMITTIVITY OF 1.0 SEC N.T.S. 1" DIA. COPPER WATER LINE F---- a SF/ LF ASTM D-4491) AND A TRAPEZOID TEAR OF 15 LBS PER ASTM D-4533) NOTE: CLEANOUT MANHOLES AND ALL BAFFLED INSPECTION MANHOLES SHAL;L BE LOCATED H. 100% RESERVE AREA RECD RED AND PROVIDED. AT A DEPTH NOT GREATER THAN 12 BELOW FINAL GRADE. UTILITI' TRENCH DETAIL NOTE: MINIMUM LEACHING SYSTEM SPREAD CALCULATION NOT REQUIRED. ALL RESTRICTIONS N.T.S GREATER THAN 60" IN DEPTH, UTILITIES SHOWN MAY NOT BE ALL APPENDIX B INSTALLED IN ONE TRENCH. THIS LOCATING DIMENSIONS APEROVED SEPTIC TANK DETAIL SHALL BE TYPICAL FROM MON n FROM MON n QUTLET FILTERS SHOWING MINIMUM BURIAL BLDG COR 132' 122' ATE L aa.UTLET FILTERS CONDITIONS AS REQUIRED BY SITE MANUFACYURER MODEL CONSIDERATIONS. ORENCO SYSTEMS FT0444-36 FT0854-36 BLDG COR 166' 162'f INDUSTRIAL NETTING, SNOW FT1254--36 FT1554-36 FENCE OR WOVEN WIRE FENCE THORSBY & BOWNE SANITEE SEPTIC TANK INLET 208' 149' 2,"x2"x48" WOOD POLEFOR SUPPORT. TUF-TITS EF -4 UNITED CONCRETE CO. PL122 "D" BOX O5 248' 142' t ZABEL A100 A1800 ' nfEB3AC LTER FABRIC A300 Al 801 N A100 -HIP A1800 -HIP "D" BOX �7 255' 136' A300 -HIP Al 800 -HIP KFILL WELL LOCATION 134' 291' 100" _fLQW TIVE SOIL PERF. DIST PIPE 1►t LEVEL CUT 90' ELBOW TO PROVIDE 3" DIFF. MODIFIED HIGH 1-EVEL OVERFLOW "D'fBO N.T.S. CONSRUCTION ENTRANCE N.T.S. MIN PERC RATE: 11.42 MIN/INCH TEST PIT #1 TEST PIT #9 0-12" TOPSOIL SEDIMENT FENCE DETAIL 0-8" TOPSOIL LOAMY SUBSOIL CONNECTICUT N.T.S, 8-39 SANDY LOAM TO MED. SAND NO LEDGE, NO MOTTLING, WATER ® 39-84" GRAVEL, SLIGHTLY COMPACT TEST PIT #2 C� i� pl 0-13" TEST PIT #10 13-45" LOAMY SUBSOIL 0-8" TOPSOIL 45-140" MED. COMP. VERY FINE TO MED. SAND 8-20" SANDY LOAM NO MOTTLING, WATER ® 114" TEST PIT 3 3" 3" 8" 20-76" VERY COMPACT SILTY SAND 0-1 •�" TOPSOIL 14-40" FINISH GRADE TEST PIT A, 40-130" MED. COMP. VERY FINE TO MED. SAND, SOME SILT 2111R 0-3" TOPSOIL 111" TEST PIT 4 0_1019LOAMY BITUMINOUS CONCRFTE 3-9"' SUBSOIL 10-86" MED. COMP. VERY FINE TO MED. SAND, SOME SILT 1�1111=1 ii -1(I I I=1 I11 �I SURFACE CCUR�;CITI=1�I 9-80" PACKED SAND PERC TEST DATA HYPE "C° TCG PERC #1 ����MINOUS ` V�1_5117 5r' BITUMINOUS CONCRE-TE TO A 29" DEPTH w MATCH C,)R5 CCNDI1GCh:;) IiiCRETE III- fII -I1i-11 BINDER CDUPfxE NO LEDGE, NO WATER, NO MOTTLING 10:30 14 1/2" ' 10:40 16 1/2 III=til I111111L CURB II =141 ,. ,. TEST PIT B 11:00 19 3/4" CONC. BLOCK 20 3/4" 11: 20 21 3/4" I -III-= 0-5" SUBSOIL 22 5/8" "" 2'-814 " OR PRECAST " '-8 7 8" 12" e- r L-1 I - I I-1 11=1 I Lam) 14=1 I I- III-►! 4=1 I I-1 I I =1 11=TI=1 11-=1 11=l 11=1 11--i I I-III=ITL==:1 I(-1 1 -III 5- 81 " GREY HARD, PACKED SAND WITH SOME GRAVEL REDUCER o I I I-1 _ 4-..I I I=1 I I -III -III III- I I_I -1 1 1- I I I=f 11-1 f f -=f 11-1 I I-1 I I-1 I I_I 11 i I I- T� a � H H E-+ z E-+ 0 0 N 7 13/1 CJ � �w -I 11-III=14I I I_I-=111=1 11411=1 I I -III = I I I==1 I I I I f- I I I=1 1 4 I 11--I 11=-I 11=1 I i-1 I I-1 I i -III-! I I LIII1111111��111111414���1{1 111111i11111411i11I41111Ir=--, 1IIILIIIIIl1111I1i11.If 9141II�E, 1iIIIIIIIIlIT1411411111111111111 NO LEDGE, NO WATER, NO MOTTLING 00a H 8" 2 OF 2 8" NO SCALE DATE. TEST PIT C PROJECT No.: 01-04-07 DRAWING FILE: STAPLETON2 DRAWN BY: TO CHECKED BY: 7 8" 758' 0-8 ofTOPSOIL CULVERT AS REQUIRED -- � W BITUMINOUS CONCRETE CURB 8-81 GREY HARD PACKED SAND WITH SOME GRAVEL -- CONCRETE N. T. S. NO LEDGE, NO WATER, NO MOTTLING BLOCK RISER TEST PIT D TOPSOIL OT4" 8" 41—O" 8 " 8 " 3'-0" 0 „ SUBSOIL PRECAST SUMP N 40-85 GREY HARD PACKED SAND WITH SOME GRAVEL NO LEDGE, NO WATER, NO MOTTLING 5'-4" _ I F 4' -4" ----i TEST PIT E NOTES: 0-12" SUBSOIL 12-79" GREY HARD PACKED SAND WITH SOME GRAVE' - 1. CATCH BASIN TO MEET CONNECTICUT DOT -BUREAU OF HIGHWAY STANDARDS NO LEDGE, NO WATER, NO MOTTLING 2. ALL CURBS WHICH ABUT TYPE "c" (CURB TYPE) INLETS ARE TO BE MITER CUT TO MEET THE BOTTOM OF THE INLET CURB PIECE. PERC TEST DATA �� TYPECATCH BASIN WITH SUMP_ __"C" NOT TO SCALE PERC #9 7 MIN/INCH �OPp PERC #10 6 MIN/INCH G PERC #11 HOLE DUG TO A 35" DEPTH 1 HOUR PRESOAK TIME READING 12:50 12 1: 20 14 7/8" 1: 30 15 3/4►� so. *241, 140 16 5/8 It y[l1 1:50 17 1/2 PERF. DIST PIPE 1►t LEVEL CUT 90' ELBOW TO PROVIDE 3" DIFF. MODIFIED HIGH 1-EVEL OVERFLOW "D'fBO N.T.S. CONSRUCTION ENTRANCE N.T.S. MIN PERC RATE: 11.42 MIN/INCH TEST PIT #1 ASSOCIATES 0-12" TOPSOIL SURVEYORS 12-29" LOAMY SUBSOIL CONNECTICUT 29-114" MED. COMP. VERY FINE TO MED. SAND NO LEDGE, NO MOTTLING, WATER ® 99" TEST PIT #2 C� i� pl 0-13" TOPSOIL 13-45" LOAMY SUBSOIL 45-140" MED. COMP. VERY FINE TO MED. SAND NO LEDGE, NO MOTTLING, WATER ® 114" TEST PIT 3 0-1 •�" TOPSOIL 14-40" LOAMY SUBSOIL 40-130" MED. COMP. VERY FINE TO MED. SAND, SOME SILT NO LEDGE, NO MOTTLING, WATER CSD 111" TEST PIT 4 0_1019LOAMY SUBSOIL 10-86" MED. COMP. VERY FINE TO MED. SAND, SOME SILT NO LEDGE, NO MOTTLING, WATER @ 80" PERC TEST DATA PERC #1 HOLE DUG TO A 29" DEPTH w 1 HOJR PRESOAK TIME READING 10:30 14 1/2" 10:40 16 1/2 10:50 18 3/8" 11:00 19 3/4" 11:10 20 3/4" 11: 20 21 3/4" 11:30 22 5/8" PERC RATE: 11.4 MIN/INCH J DEwsEy ASSOCIATES PROFESSIONAL LAND SURVEYORS 76 BRAINARD STREET NEW LONDON CONNECTICUT 06320 860-447-8434 6s,�`y`0 G4N/vF0 ,�k 814 t� N'8 C� i� pl W _ H � w LL H e- r T� a � H H E-+ z E-+ 0 0 CAI0 CJ � �w 00a H SHEET No.: 2 OF 2 SCALE: NO SCALE DATE. s/7/2001 PROJECT No.: 01-04-07 DRAWING FILE: STAPLETON2 DRAWN BY: TO CHECKED BY: JJ1J