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HomeMy WebLinkAboutSewer Plan12'QN CEN T_=_W 15' To T-cp OF V (.1 E, -1,S) 49 E0 I TO F,�_EV'Er,e'T F01VOING KF/1 L 61 UN -AJW WOVE41 1 SIZE C E, NIJIN. _j 4 PERF PVC. 8 N. T 0 GR V ;- 0 Ur�D A 7-E T -0 L IIIGE IVI jj�:- Z 1Z7 q _1 �� T_�-FICAL TRENCH DE7,411 t N(?T T SO L E e��4ZWV 6��Af 7,41W X 0 .410 XWZ�?712�7��- /59 158. �0 INV A/= A57 �37 lel oa7�_ X Z_ =200. 00' \X -197 OCo' A/ 7e 03�7 1/7 "2W' V TV 103 < k V,�\ 4Ar-4 7 �57 204Z�''.�Ij,U Z_�,) Ar7 lk� 9\_ X %X \/X/!/. //t/= f,5;?* .----- _ ` �'; 1 ` xo '% , — - _ � 9� W, 6W 'N + 46 5 7� s� Z Y. Z Z:L -7 IL-, 4- r N_ \\ IRX4 V X T411 "3 5&7��l J C� -2, -rs PERFOR-MED ON JANUARY 6, 1, SAND 9, 1"2 TEST Pi Y UINCAS HEALTH DfSTRI(-T N o iTN ESSED 8 v_ q TEST PIT #I -A TEST PIT 0I �C ;Y-8- ToWil o'-7- Topsoil --7-9lX\\� 7" _"Z 1 - S iltv sandy loarrl 3- Sandy-Arn _822 Silty sand. compact 41% type rock in 1/2 zest pit 2q'-82' Loamy sand Ledge at -72". No groundwater Large shak P-4 Axi:a up_-ugtabie 7 Ledge at 43'Grixindwaler at ?v�Se,tthng camnot be determaled Jue to mck _j gi31 ST P112 TEST PIT TV 0--6- -op-;,od o--4- ropsoti Z 6--28" Sarki-OcArni -4 1 F,re ianol, �llt r,\ M-ediu F. -m sand 4 1 '10" Loamy sand N ?It full of %k ater to 68' ge, t5roundw&jef at 45" pit t;d1j,)f -,vatef t© 70" No led V - 4­aief At ")4�­ No ledge, Moulins at 3,2- e, Grour­ )i Mottling at 33 ­ VI TEST PIT'S OE�SERVEQ BY UNCAIAEALI-14 DE:PNRT1%1Y_N_r ON 5i_11191 TEST PIT A I V, TEST PIT -4108 Topsoil +3' -9- Top-oii 9% Si" Loamy gr a,. el -,Y� CoWcs 10"-22" Brown Sandy loam to i - Gray sand 51 "-94" Medium sand, gray A/V No :edge, No groundwater No iedge..No ground FUNIC,/ PS No mottling No -nottlinu Z2415Y,4N_Z_ 6�16rlVISIOIV TUT PIT #1" TEST PIT $0116 o-_W'Topw110 0`--9- Topsod - CoWy gray uravel 9P"-1 03" Cobbily gray gravel --log No ledge, No groundwater No ledge, No ground-ater NOmotifing No mottling' 4�3)1 At��IvD cJ. 41,4-fT /0 4955nj I/V(f V -3 A A111. Z, :J 1W 74F 05. 00 -39. Z*7 " 00 C =35 -36 5 7f 04f / 031,16F ccmPACTE0 BACKFILL 4 eaff L uv[)15TUF?6ED ro"-G"TR�_-QC14 G�j LF5LC)PE Sto'_:� W000 POIS-1,5 DETA I L Z) I LT M T TEST PITS PFRYORNIVI) ON FEBRUARY 23, 1996 AND "A IITNFcSED BN I N(, DiSTRIC T FFSr PIT oull �9-84' Coarse said %o Lt-dl4d at .100(liln,4 at i SEFTIC NOTES I Contours fi-ornfield sur.ey by Flak' -M &- Clark, HIC is de^,Igned F(.)r. a vrtjposed three bedrk,Iom ot.str FIr e 10 minui percolation tests vlelded a rate of 10-2 tes per inch ThisrlLqu- tfs b ? 5f percolation leaching area Fhe proposed septic system is as fol"lows 3' rows of 4' wide x F deep stone 31 -< 7 5 x 3 1) = `5'5 >i) ) S' equalizing trencpes aE 3) 0 sfilf (16 ifs 3 0 -18 st) iota! Area Pro%idied 7 21 sf A reserve area is provided i'CJ jfal[h pub"I .1 The septic system is to be constnacted according to the Connecticut Code Regulations and TechMical Standards for Subsurface Sewage Disposal Svsterns 4 A111 connecting pipe a -ter septic -tank to be SDR -3-5 5 MLSS = FT x FF x PF - 30 ,k 1 5 5 68 ft 6 There are no wells within 75' of the septic system. A perTnit ftom the Uncas Health Department is required prior to constructionot he systern, 8 There shall be no cuts within f50' of "he downhill side of the s-ystern i .Jr %,, i_ 1'hr, 2 the sides of the system There shall be no sturnps or boulders buried W-lithin -'0' of "lie dow-phill, side of the system. 9 Should any significant variations from test hole data shoNvn (ledge, water, mottling, soil type) be discovered by the contrac-tor, the engineer shall be notified,prior to con- struction of the system 10 All existing utilities are approxi mAjely only. It the contractor's responsl 1 itv to verify all locations prier to construction "CALL BEFORE YO1%_11 DIG- shall be notified prig to any construction (L 1 -800-9=-445 5) 11 The proposed spec. is fill should be a clean bank -run gavel and should cortain trio niore than 5% fines. The fill shall achieve a percolation rate equivalent to the ori�zinal system design Prior to placement of fill, the gill shad be approved by either the Town S I anItarian or the Design En1 'nee., The fill shall be placed in 12" 111fts and --orripacted, 9 to 90-95% of optimum density Periodic inspections b -Y either -11he Town Sanitarian or Design Engineer will be requlrCed as the 611ing progresses All topsoil A JP_ in the immediate area andw'Ithin a 5 ft radius of the propoan sed priar"Y system area shall be removed prior to placement of fill Upon remo,,-Ifll of the top-sc)ii the eluisting subsoil shall be scanfied piker to placement of the fill MI I 'Ile Wand Wetlands and Watercourses Com sson may be 13 A permit from the Mont"Y-1 required -1-1�reb Aare� that t' 0 e URI. del, ed,`An the tee d pteel by th C li-dil ftvm other a Bsurve-y irtay disclilose. u eyor's Signatwe is subsL, tap -as ,,qn�s rrect in. accordana­�, with tho- s &r"-' Of 2 Cl"' D MAP Jjy co *?th -nec-S-v-49* as F'rePaftd for Surveys an"d maps State of con - I AA of Land Surveyoxrz-, LC. , On SCF0alb'-pr 13, 19S NIA -P is an an,4 4 Wormatton and Kubjeet to Chant as for other scmrc�c, , 407'Vo. f L 1-111,el"IrIll F. F_ r X //Z 41. If 2?,415Y 1-1161 Dql V5 SCALE D AT E WE E N'T. NO. FURRIS & ULARKE) LANM SUMVEYORS' — CMILI E-NIGNMER-S' GRYISWOLID, COMNTACMCUT 5Y1i,1TkP_T11C_ FAFIRIC FILTER FSE MNVIRQ�EW-E (MIRARD OR ApOROVEC) EQUAL ze:X1571-1067- OON70�� �150 P� D 6? 7/ U7 MR X 1,41 SrVl' 7 ELEVO T10,1U =f!gz� WOFOS L47_7�95FO 7- �� E" Z 7/01V C4 7-641 54311V 0 V7 0 ZA;OIV P/F6_/ COC7 4- wl�_tz_ 74F 05. 00 -39. Z*7 " 00 C =35 -36 5 7f 04f / 031,16F ccmPACTE0 BACKFILL 4 eaff L uv[)15TUF?6ED ro"-G"TR�_-QC14 G�j LF5LC)PE Sto'_:� W000 POIS-1,5 DETA I L Z) I LT M T TEST PITS PFRYORNIVI) ON FEBRUARY 23, 1996 AND "A IITNFcSED BN I N(, DiSTRIC T FFSr PIT oull �9-84' Coarse said %o Lt-dl4d at .100(liln,4 at i SEFTIC NOTES I Contours fi-ornfield sur.ey by Flak' -M &- Clark, HIC is de^,Igned F(.)r. a vrtjposed three bedrk,Iom ot.str FIr e 10 minui percolation tests vlelded a rate of 10-2 tes per inch ThisrlLqu- tfs b ? 5f percolation leaching area Fhe proposed septic system is as fol"lows 3' rows of 4' wide x F deep stone 31 -< 7 5 x 3 1) = `5'5 >i) ) S' equalizing trencpes aE 3) 0 sfilf (16 ifs 3 0 -18 st) iota! Area Pro%idied 7 21 sf A reserve area is provided i'CJ jfal[h pub"I .1 The septic system is to be constnacted according to the Connecticut Code Regulations and TechMical Standards for Subsurface Sewage Disposal Svsterns 4 A111 connecting pipe a -ter septic -tank to be SDR -3-5 5 MLSS = FT x FF x PF - 30 ,k 1 5 5 68 ft 6 There are no wells within 75' of the septic system. A perTnit ftom the Uncas Health Department is required prior to constructionot he systern, 8 There shall be no cuts within f50' of "he downhill side of the s-ystern i .Jr %,, i_ 1'hr, 2 the sides of the system There shall be no sturnps or boulders buried W-lithin -'0' of "lie dow-phill, side of the system. 9 Should any significant variations from test hole data shoNvn (ledge, water, mottling, soil type) be discovered by the contrac-tor, the engineer shall be notified,prior to con- struction of the system 10 All existing utilities are approxi mAjely only. It the contractor's responsl 1 itv to verify all locations prier to construction "CALL BEFORE YO1%_11 DIG- shall be notified prig to any construction (L 1 -800-9=-445 5) 11 The proposed spec. is fill should be a clean bank -run gavel and should cortain trio niore than 5% fines. The fill shall achieve a percolation rate equivalent to the ori�zinal system design Prior to placement of fill, the gill shad be approved by either the Town S I anItarian or the Design En1 'nee., The fill shall be placed in 12" 111fts and --orripacted, 9 to 90-95% of optimum density Periodic inspections b -Y either -11he Town Sanitarian or Design Engineer will be requlrCed as the 611ing progresses All topsoil A JP_ in the immediate area andw'Ithin a 5 ft radius of the propoan sed priar"Y system area shall be removed prior to placement of fill Upon remo,,-Ifll of the top-sc)ii the eluisting subsoil shall be scanfied piker to placement of the fill MI I 'Ile Wand Wetlands and Watercourses Com sson may be 13 A permit from the Mont"Y-1 required -1-1�reb Aare� that t' 0 e URI. del, ed,`An the tee d pteel by th C li-dil ftvm other a Bsurve-y irtay disclilose. u eyor's Signatwe is subsL, tap -as ,,qn�s rrect in. accordana­�, with tho- s &r"-' Of 2 Cl"' D MAP Jjy co *?th -nec-S-v-49* as F'rePaftd for Surveys an"d maps State of con - I AA of Land Surveyoxrz-, LC. , On SCF0alb'-pr 13, 19S NIA -P is an an,4 4 Wormatton and Kubjeet to Chant as for other scmrc�c, , 407'Vo. f L 1-111,el"IrIll F. F_ r X //Z 41. If 2?,415Y 1-1161 Dql V5 SCALE D AT E WE E N'T. NO. FURRIS & ULARKE) LANM SUMVEYORS' — CMILI E-NIGNMER-S' GRYISWOLID, COMNTACMCUT 5Y1i,1TkP_T11C_ FAFIRIC FILTER FSE MNVIRQ�EW-E (MIRARD OR ApOROVEC) EQUAL