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HomeMy WebLinkAboutPlano sf TF 2"x2"x48" WOOD POST 81T 8' ON CENTER (MINj INDUSTRIAL NETTING, SNOW FENCE OR wovEN WIRE FENCE FOR SUPPORT DH 1 EXIST) FILTER FABRIC FND FOUNt7ATiUN PRECAST CONCRETE INVERT OISTRtBUTfON BOX OR COMPACTED APPROVED EQUAL BACKFILL NGVD NATIONAL GCODEI7C VEfZT1CAL DATUM N/F NOW 0R FORMERLY TO Pt20V DE93" 0` BOW 100' F.....w 3., _---,,. 1 .., , . IL il_ c._ i;: Ill - Ili...;Ii Pl [, *I ' , . , } , , ,; Ili' l i'.'l; i l ;tl)I;- lil Il ils cD ;#;,,;' .: .. III {li. 1 TP il!'.-IPI %:ir. I ,[,_ . jl' PERF•ORATEo DISTRIBUTION1 .11 ' '' !!I'. aiflt. . Ei; t I 'jif PIPEr : i. V "'Ill"I 11F l l.:.i 22 IIS. ti...+t. TRACE OF' GRAVEL 1 1 , Ir l{! l'i. 22" PlrRC; zZA, 20" DEPTH 1 U.G' MIN/INCH ODIFIE HIGH LEVELSEDIMENTFENCEOVERFLOWDBCJXNOTTQSCALE a NOT TO SCALE INSPECTION OPENING i.k MANHOLE MANHOLE A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED a OVER ALL STONE BEFORE BACKFILLING. MINIMUM AVERAGEROLLVALUESFORFABRICSHALLBE1.5 OZ PER SQUAREYARD (PER ASTM D-3776}, A PERMITTIVITY OF i.p SECPERASTMD-4491) AND A TRAPEZOID TEAR OF 15 LBS INLET -- - g" 6" MIN, PER A5TM D-4533} INLET BAFFLE •-t------ - '- - ~•- OUTLET 3" 12" MIN. - OUTLET DEVICE 48" g.-,s" FILTER APPROVED -- 4"PVC 2/3 REQUIRED LtQU10 FILTER FABRICCAPACITY -- - DEPTH - --- 1J3 REQUIRED CAPACITY MIN 6" COVER LENGTH N4T GREATER THAN n OC' O M+ " 12N 4 TIMES WIDTH OR DEPTH 1 BROKEN MIN 18 t4 Mt}TTLING NOTE: CLEANOUT MANHOLES ARE ALL BAFFLED STONE or GROUNDWATER INSPECTION MANHOLES SHALL BE LOCATED ATADEPTHNOTGREATERTHAN12" BELOW FINAL GRADE. APPENDIX B APPROVED SEPTIC TANK 0 1TI FT Fn TFRR MIN 4t3" to LEOGEROCK INTERNA_ OUTLET FILTERS j,gN_UFACTLIRER ORENCO SYSTEMS FT4444-36, FT0854-3fi, 1Ii Iii rlll - FTi254-36, FT1554-36THORSBYdoBOWNESANITEE i TUF-TITE EF -4 UNITED CONCRETE CO. PL122 ZABEL A100 AIg00 A300 At801 A100 -HIP A1800 -HIPA300 -HIP A1800 -HIP T i P I TITYPICALSEPTICTANKLEACHI '''` ,jNG1RENCt1 ESNOTTO5CALE T TO SCALE SANITARY . C.SI.N ,Cf IT f IA A. PROPOSED FOUR BEDROOM HOME WITH FULL BASEMENT. NO TU85 GREATER Tt1 1 100 GALLONS IN SIZE. B. 1250 GALLON TWO COMPARTMENT SEPTIC TANK i2EQUIRFO BY CODE AND PROVIDED. C. DESIGN PERCOLATION RATE: 1,0 TO 10.0 MIN/INGH D. MINIMUM LEACHING 5Y5TEM SPREAD: HF - 42; GRADfENT BETWEEN 4.1 TO 6.0'/ RESTR1CTtON BETWEEN 18.1 d 22_'" {T E.ST PIT 188) FF = 2.0; FOUR BEDROOM HOME PF = 1.?,; PFRC RATE BETWEEN 1.0 & 1D.0 MIN/INCH ML55 HF x FF x PF = 42 x ?_ x I.2 = lOD.B' C. EFI"ECTNE LrACHtNG AREA REQUIt<'t=.D PCR CODE: b60 SF F. 4' WIDE x I c"' HIGH STONE LZ=ACHING TRENCH)=5 Sfrt_FCl ED FORLEACHING5Ya7EMDESIGN. EFFECTIVE. LEACHING AREA PROVIDED PER LF PtrR COOT: 35F M[NIMUr1 LENGTH OF Li'ACNING TRENCH REQUiRCO: 6605E/35F/LF=220' G. EFFECTNE Lr;ACNING AREA PROVIDED 4)-55' LONG TRENCFIES 4 x 55' x 35F/LF = 660 5F H. 100% RESERVE. AREA REQUIRED ANO PROvt0E0 L .N D 81T BITUMINOUS BUILDING SE.Ti3ACK LINE, DH DRILL. HOLE EXIST) EXISTING FND FOUNt7ATiUN INV INVERT 1P IRON PIPE. LF tJrsEAR FEET NGVD NATIONAL GCODEI7C VEfZT1CAL DATUM N/F NOW 0R FORMERLY PROP PROPOSED PVC POLY VINYL CHLORIDE. R RESERVE LEACHING ARt'A TP TEST PIT TYP TYPICAL. C PROP05E0 WELL 22 LOT NUMBER JE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT ALE EXACTLY. ALi_ '(iMENSIONS SHOWN C VERRULE SCALING. 1F IERE ARE AMY DISCREPANCIES, CONTACT ENGINEER. N i ABY .L.VATIo I z 1Q SANITARY INV. tT FOUNDAtION; 497.00 40- 4" DIA SCHEDULE 40 A5TM D) 785 ql2 EQUAL PIPEMINSLOPE_ - I /4°° PER FT) 1250 GAL_L.ON IbJU COMPARTMENT SEPTIC TANK1NV. 49 6.00 IN INV. 495.75 Ol1T 4Q 40'-- 4" DIA SDS: 35 PVC P1F'I MODIFIED H;GH LEVirL OVI:Rf-"LUW "D" 80( INV. IN 495. 7 INV. TO TRfNCh 4 y 5.00 INV. OVERFi_OW 49`x.25 1 D'- 4" DIA 5D>~ 35 PVC PIPs; Q " D" 80X INV• 494.I7 IN INV. 49q'.QO OUT 110' LONG x 48r' WIDC x I2" DEEP STONE LEACHING TRENCHESBOTTOMOf' T21:NCi ELEVATION: 494.F 0 493.50 TRENC-I INVERT, 495.00 494.OD (j DEEP TEST PIT DATA AND ERCOfA110N TEST DATA TEST P11 +69 10-27--88) A 106' 0-P1' DARK l Rr7WN TOPSnII_ 5-20" ORANGC`. BR JWN VERY F1Nt: SANDY LOAM28- 8>' TAN M',ODE,ATE,LY COMPACT SAND WITH SOME GRAVEL AND C088LE5NOMOTfL1NG, NO '._Et)CaE, NO C20UNDWATER TEST PIT x t 86 (1 - 15 -- 91 ) 213' 0- 10" TOPSUII. 198' 10- 34" LIGh T BROWN FINE SANDY LOAM WELL LOCATION 34-70" CaRAY SRO'rr•N MEDIUM FINE 5AN0 AND GRAVELNOLEDGt=, C,ROUNDWATt=Q AT 46", MOTTLJNG AT 30" TEST PIT +e 187 (l -15- 91 ) 0- 1 d' TOP50ll. 10- 3U' UC,NT BROWN FINE SANDY LOAM30-8Cr' GRAY 13R01a'N MEDIUM FINE 5AN0 ANp GRAVE_ NO LEDGE, GRO'JNCWATER AT 45", MOTfLINCa AT 2g' TEST PIT 108 (1 - l 5 - 91) 0- l0" TOPSOIL. 10- 33" LIGHT BROWN FINE SANDY LOAM 33-7E.' GRAY BROWN M':DIUM f=1NE SILTY SAND TRACE OF' GRAVELNOLEOGB, GRUUNCWATER AT 35", MOTTLING AT 22" PlrRC; zZA, 20" DEPTH 1 U.G' MIN/INCH t PF.RC 22E, 28 DE.FTN 10.0 MIN/INCH r p >.. ' f', s'- w , 2 4F '' t' f ! J t ' r .. f r , 0 ° t a . • rI „' » f 21 i ,' ` / o TP r 187 , . r tiQ , .` ' SuFF , t TP4 188 1 4,,+ello, t,. ` ry `"`'`A ®9' '5 ' cY P e 1 p e r' iNtAN®°®WETLANDS ® •' INSTALL ° o TP(T) r "T ` a7TLl FENCE PRIOR ° " r0 ' ;: TO DLS'TURBANC ° PERFO TE, 16y. ., / jr FND i7RAiN "1SEE 1 , GE NOTE t3} ° t I , ° tp,;; ' GJ L14i.. / 4, r i ^ 7O O ', , ' 1='ROP' , .. x'-s,.,\ p _ _ 1TELL N H SPIKE !N TREE 15" MAPLE ELEV 496,Oo (NGvO) C W1TNE55 0 ANO PERFORMED 8Y UNCAS H,LTH OI5YRIC ON l l /30/01 TEST PIT X { 1 i !30/01 } 0- 6" TOPSOIL. 6- 43" SUBSOIL 43- 76'° GREY TAN COMPACT SANDY T!l_L NO MOTTIJNG, NO LEDGt=, NO GROUNDWATER Tt~ST PITY (1 ! /30/0l ) o-- 7" TOPsoIL 7- 40" SU850t1. 40- 46" SILT 4e-84" GREY TAN COMPACT SANDY TILL NO LEDGE, GRt)UNOWATiER AT 63", MOTTllNG AT 4d' TEST PIr z (1 I /30/v 1) 0- 5" TOPSOIL 5- 25" 5U850I1. 25- 6T' GREY TAN COMPACT SAVOY TILL NO LEDGt=, NO C RUUNDWATER, NO MOTTLING PERC (A) ZP!' DEPTH fi.7 MIN/INCH 40 0 40 80 420 GRAPHIC cCALE IN FEET CHECK 13EFORE USING} Soo 498 496 49 4 492 490 488 r "'....- Ct3#34 t . FILL o' B YONO 1.ACHiNGTRIrNCH. FILL SHALL NO . HIGHER THAN TOP OI~ TRENCH TtST PIT IIV 1. THIS PLAN I5 A 5Ut 5UIZFACE SEWAGE DISPOSAL SYSTEM PLAN. ALL WORK SHALL COMPLY WITH THE CURRENTREQUIREMENTSOFTHECONNECTICUTPUBLICHEALTHCODE, REGULATIONS ANO TECHNICAL STANDARDS FORSUBSURFACESEWAGEDISPOSALSYSTEMS, DEPARTMENT OF PUBLIC HEALTH, STATE OF C C)NNECTIGUT. 2. BOUNOA>ZY INFORMATION, TOPOGRAPHY, WETlAN05 BOUNDARIES, TEST PIT LOCATIONS, AND FERC TE57LOCATIONSWERETAKENFROMAPLANSETTTI'LED "RESUBOMSION OF tACHDALE E5TATE5 - PHASE It WIMI3ERLYORNEATFORSYTHROADMONTVtLLE, CONNECTICUT PREPARED FOR LOCHOALE DEVELOPh1ENT ASSOCIATES MONTVILIE, CONNECTICUT APRIL 19 J9 JOt3#98083" REV'15E0 TO 12/i3/99 BY TOTAL. TECfINOLOGY INC.. 3. TEST PIT DATA AND PEC TEST DATA. wERE TAKEN FROM A PLAN SET TITLED "LOCHDALE ESTATES PROPERTY OF: BERNARD BARNETT HAROLD D, BATT FOR PROPERTY LOCATED AT: FORSYTH ROAD AND JEFFERY MANOR DRIVEMONTVIII..E, CONNECTICUT JANUARY 1992 J08 87-4-t30'" REVISED TO 7!9/92 0Y TOT IL TECHNOLOGY INC.. 4. "SELECT FLU. MATERIAL" AND "BACKFILL MATERIAL", PLACED WITHIN ANO ADJACENT TO PROPOSED LEACHINGAREASSHALL8ECOMPi?t5E0 OF CLEAN $AND AND GRAVEL, FREE. FROM ORGANIC MATTER AND DELETERIOUSSUBSTANCES. THE FILL I SATERIAL SHAt.L MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY APROFE5510NALENGINEERFORUSEWITHINTHELl:ICHiNG AREA; A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3} INCHES. 8, UP TO 4',5% OF THE ORY WEIGHT OF THE REPRESENTATNE SAMPLE MAY BE RETAINEO ON THE # 4 SIEVE. THIS 15 THE GRAVEL. PORTION OF THE SAMPLE. C. THE MATERIAL THAT PA55e=5 THE 4 5)EVE t5 THEN RCWEIC;Ht=D APID THE. 5tEVe ANAL'Y5t5 STARTED. D. THE REMAINING SriMPI.>r SHALL MEET THE FOLLOWING GRADUATION CRITERIA: 51EVI< 5I2F c • 4 1006 lo ®-IOOr 40 0-50f 100 D- zox X200 0- 5% NOTE: PERCENT PASSING THE X40 SIEVE CAN BE INCREA5E0 TO NO GREATER THAN d51F THE. PERCENT PASSINGTHE 100 SIEVE DOES hlOT EXCEED xDAND TH>r #200 5fEVE. DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING Al2t'A UTILIZING "SELECT MATERIAL" IS THAT Oi= THELICENSEDIN5TALLER. THE INSTALL)=R SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERi.Y1NG NATURALLYOCCURRINGSOILSFROMSILTATIONONCEEXP05E.D. 5. AT THE T[ME OF THIS DESIGN THERE WERE NO EXISTING WEDS WITHIN 75' OF THE PROPOSED SEPTIC 5Y5T>=MANDTHERE. WERE NO EXdSTtNG SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL LOCATION. 6. FOUNDATION DRAINAGE SHALL BE LOCATED NO CLOSER THAN 25' FROM THE SEPTIC 5Y5TFIy. A RODENT PROOFCOVERSHALLBEPROVl0E0ONTHEFOUNDATIONOUTLETDRAINAT "DAY LIGHT: ` 7. TO INSURE THAT MINIMUM HEALTH CODI~ REQUIREMENTS ARE MET, THE FOUNDATION AND SEPTIC SY51EM SHALL. BE STAKED OUT BY A LICEN5E0 LAND SURVEYOR. 8. CONTRACTOR(5) SHALL NOT DEVIATE FROM THIS PIAN WITHOUT WRiTiEN APPROVAL OF THE ENGINEER. IF ANYCONDITION, A5 SHOWN HEREON, OR IS NOT A5 DELINEATED BY FIELD TEST DATA, CONTRACTOR(5} SHALL STOPWORKANoNOTIFYENGINEERATONCE. 9. OWNER/APPLICANT: TOTAL TECHNOLOGY, INC. N 1Q ti j/pr TO SC,p,1 STREET UNE. s ca 3 T CURB C8 #32-•---- r--' .XJSTING, GROUND iNTLRPtJ1.,AT I3 HIGH GROUNOWATC.3Z MARK t MOTTLING} C ! l0i °i ' t /tt t /t SCALE: N0FF{2//.iT. 1"=4a' LOOTING DII N5ION5 FROM PROPERTY CORNER Q v FOUNDATION CORNER A 106' 147' W1TNE55 0 ANO PERFORMED 8Y UNCAS H,LTH OI5YRIC ON l l /30/01 TEST PIT X { 1 i !30/01 } 0- 6" TOPSOIL. 6- 43" SUBSOIL 43- 76'° GREY TAN COMPACT SANDY T!l_L NO MOTTIJNG, NO LEDGt=, NO GROUNDWATER Tt~ST PITY (1 ! /30/0l ) o-- 7" TOPsoIL 7- 40" SU850t1. 40- 46" SILT 4e-84" GREY TAN COMPACT SANDY TILL NO LEDGE, GRt)UNOWATiER AT 63", MOTTllNG AT 4d' TEST PIr z (1 I /30/v 1) 0- 5" TOPSOIL 5- 25" 5U850I1. 25- 6T' GREY TAN COMPACT SAVOY TILL NO LEDGt=, NO C RUUNDWATER, NO MOTTLING PERC (A) ZP!' DEPTH fi.7 MIN/INCH 40 0 40 80 420 GRAPHIC cCALE IN FEET CHECK 13EFORE USING} Soo 498 496 49 4 492 490 488 r "'....- Ct3#34 t . FILL o' B YONO 1.ACHiNGTRIrNCH. FILL SHALL NO . HIGHER THAN TOP OI~ TRENCH TtST PIT IIV 1. THIS PLAN I5 A 5Ut 5UIZFACE SEWAGE DISPOSAL SYSTEM PLAN. ALL WORK SHALL COMPLY WITH THE CURRENTREQUIREMENTSOFTHECONNECTICUTPUBLICHEALTHCODE, REGULATIONS ANO TECHNICAL STANDARDS FORSUBSURFACESEWAGEDISPOSALSYSTEMS, DEPARTMENT OF PUBLIC HEALTH, STATE OF C C)NNECTIGUT. 2. BOUNOA>ZY INFORMATION, TOPOGRAPHY, WETlAN05 BOUNDARIES, TEST PIT LOCATIONS, AND FERC TE57LOCATIONSWERETAKENFROMAPLANSETTTI'LED "RESUBOMSION OF tACHDALE E5TATE5 - PHASE It WIMI3ERLYORNEATFORSYTHROADMONTVtLLE, CONNECTICUT PREPARED FOR LOCHOALE DEVELOPh1ENT ASSOCIATES MONTVILIE, CONNECTICUT APRIL 19 J9 JOt3#98083" REV'15E0 TO 12/i3/99 BY TOTAL. TECfINOLOGY INC.. 3. TEST PIT DATA AND PEC TEST DATA. wERE TAKEN FROM A PLAN SET TITLED "LOCHDALE ESTATES PROPERTY OF: BERNARD BARNETT HAROLD D, BATT FOR PROPERTY LOCATED AT: FORSYTH ROAD AND JEFFERY MANOR DRIVEMONTVIII..E, CONNECTICUT JANUARY 1992 J08 87-4-t30'" REVISED TO 7!9/92 0Y TOT IL TECHNOLOGY INC.. 4. "SELECT FLU. MATERIAL" AND "BACKFILL MATERIAL", PLACED WITHIN ANO ADJACENT TO PROPOSED LEACHINGAREASSHALL8ECOMPi?t5E0 OF CLEAN $AND AND GRAVEL, FREE. FROM ORGANIC MATTER AND DELETERIOUSSUBSTANCES. THE FILL I SATERIAL SHAt.L MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY APROFE5510NALENGINEERFORUSEWITHINTHELl:ICHiNG AREA; A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3} INCHES. 8, UP TO 4',5% OF THE ORY WEIGHT OF THE REPRESENTATNE SAMPLE MAY BE RETAINEO ON THE # 4 SIEVE. THIS 15 THE GRAVEL. PORTION OF THE SAMPLE. C. THE MATERIAL THAT PA55e=5 THE 4 5)EVE t5 THEN RCWEIC;Ht=D APID THE. 5tEVe ANAL'Y5t5 STARTED. D. THE REMAINING SriMPI.>r SHALL MEET THE FOLLOWING GRADUATION CRITERIA: 51EVI< 5I2F c • 4 1006 lo ®-IOOr 40 0-50f 100 D- zox X200 0- 5% NOTE: PERCENT PASSING THE X40 SIEVE CAN BE INCREA5E0 TO NO GREATER THAN d51F THE. PERCENT PASSINGTHE 100 SIEVE DOES hlOT EXCEED xDAND TH>r #200 5fEVE. DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING Al2t'A UTILIZING "SELECT MATERIAL" IS THAT Oi= THELICENSEDIN5TALLER. THE INSTALL)=R SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERi.Y1NG NATURALLYOCCURRINGSOILSFROMSILTATIONONCEEXP05E.D. 5. AT THE T[ME OF THIS DESIGN THERE WERE NO EXISTING WEDS WITHIN 75' OF THE PROPOSED SEPTIC 5Y5T>=MANDTHERE. WERE NO EXdSTtNG SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL LOCATION. 6. FOUNDATION DRAINAGE SHALL BE LOCATED NO CLOSER THAN 25' FROM THE SEPTIC 5Y5TFIy. A RODENT PROOFCOVERSHALLBEPROVl0E0ONTHEFOUNDATIONOUTLETDRAINAT "DAY LIGHT: ` 7. TO INSURE THAT MINIMUM HEALTH CODI~ REQUIREMENTS ARE MET, THE FOUNDATION AND SEPTIC SY51EM SHALL. BE STAKED OUT BY A LICEN5E0 LAND SURVEYOR. 8. CONTRACTOR(5) SHALL NOT DEVIATE FROM THIS PIAN WITHOUT WRiTiEN APPROVAL OF THE ENGINEER. IF ANYCONDITION, A5 SHOWN HEREON, OR IS NOT A5 DELINEATED BY FIELD TEST DATA, CONTRACTOR(5} SHALL STOPWORKANoNOTIFYENGINEERATONCE. 9. OWNER/APPLICANT: TOTAL TECHNOLOGY, INC. N 1Q ti j/pr TO SC,p,1 STREET UNE. s ca 3 T CURB C8 #32-•---- r--' .XJSTING, GROUND iNTLRPtJ1.,AT I3 HIGH GROUNOWATC.3Z MARK t MOTTLING} C ! l0i °i ' t /tt t /t SCALE: N0FF{2//.iT. 1"=4a' LOOTING DII N5ION5 FROM PROPERTY CORNER Q v FOUNDATION CORNER A 106' g6' FOUNDATION CORNER t 89' 100` SEPTIC TANK INLET 147' 166' 0" 130X Q 191' 213' D" BOX © 198' 218` WELL LOCATION 123' 100' THIS MAP IS COIv PILED FROM OTHER MAPS, DEED DIMENSIONSANDOTHERSOURCESOFINFORMAT`iON, NOT TO BE CONSTRUEDASANACCURATh` SURVEY AND Si1BJECT TCi FINAL CHANGESASAMOREACCIRATESURVEYMAYDlSCLC35E_ i r r_ tri;v; ., r. S.`. r: s: t E, y r a N t f 4 a t a i.k a These drawing oF' the Engineer speclfkaliy pre a oP this proJett, a t th9s si c, $;_ are not to be duplicated or used in part or whole for any otherpurpose, proJeet, location or owner without the expressed wrltterPy' ransent of the Engineer. r r_ w' r: r y r a t i1 • r. a r i