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HomeMy WebLinkAbout1988-12-9 - 1440 John Fitch Boulevard - Septic As BuiltI I \ vErrr r , C0 .. 1 BITUMINOUS RAMPc@10% \� 1 WITH 4:1 SIDE -SLOPES 90 ?S \t 1 "IN w �2 / \ PILE TO BE 76 C) REMOVED / sT 78 UTILITY POLE S 01 STE / 'Q� ` PILE � 75.54 24'x I I „0 .30 "1 /HATER METER 0Prr AT / -ILI 'ti / / ��� 1` /, \ \ 1 CL&P #1P944446 �� 1 \� 12'x 14' �-OVER HEAD 1 ,' PILIE` TO BE 1 ' \ DOOR / In SMH \ / \ \ - / , ' ! "'a'i1-11 ve"r (r-/. o.) // _ ` \ \ REI0(Z VED / PRO SEA MIXING O I / �I I ��I1 � c,.e rr fov. d&C44e 9.1L_ i1�G �� / 4 P�1 MENIT���` \ I sd.+73.Ot \/ FF=7300` 447 3/Ox7/0 DOOIl,l l (TYPICAL) `a \ 1 I ) 1 \\ MAIN PLANT \ IN, \ I ` �Irr1LTTY POLE \ � mt. • ro9. L. 14 It 74.97 NOTE: CROSS -HATCHED BUILDINGS 75.96 4"CLAY ExlS,f.C.B. A 10"PVC VlYE COARE TO BE REMOVED n \ \ N.10NECnON`� - ' / ' / O T.F.=74�2 ROOF LEADER I YE (1 ./ `7 �72 Y �5.52 7239 \ \\\ FLARED END ' �i // \ ` F L = 58.00 75s r- GAS UTILITY SHED /EXIST. Zo i \\ ; .07' / 75.5 C.B`B' OVERHEAD WIRE RCA ,` T.F.-75.50 73.76 To BE RE►1ovED F.L1N= 70.00 . \ , ` '/ , I / \• L'f'OS5 SEiC�io �/ / 75 9 FL �- `�21 SOIL FILL' /1 �� , �i FL. OUT: 69.30 IO PVC,, P ROOF LEADER 7 75 / ? /� ,� �\ :ta CD NOTE: BE t 1 1 i<� 7s.r lit1 ` / ` _. \ �. \\ - TANK 1 x \ TO BE REMOVED `, >, 1 t t I ` / ,.' SILT, / ' 73.48 ' / 3Q� �� / ^ I` 1, ` 1 t t )I 56�-15"R.C.Pe2.5% 74 / ` �` ' / ' \ /Q' WATER CONNECTION // / 3 ( 1 1 t ' / 1 ` t 4 CB �z / / \ . Q It I I . t- ; O� LA '4t2 1 t 1 i j t 1 ♦ T.F. '� NEW BiTUAANDUS o �`,i III / , stLL 1 1 v 1 I 1 -1 CGS ! PAVEMENT '� NET / (1 t 1 1 ` 1 1 V k. 11 TRANS I I I / CG 4.50 / l 1 l ' 1 I © OF PIUT. �' I ` I /� p� / x -OVERHEAD WH2E ^ `t l 1 1i11� J PrV� 268=, // �►`V TC BE REMOVEI. 1 I t 1 t t` "tl 1 l r� 1 1 i t �1` t`� t ) �1 �' Zt.o I 1 ` ` ` II ° • SEE DRY �YDRAN iII -nvccou vF.rr' /.` /EXIST. CB 1 t t 11 1 T C.B. 5 DETAIL �6' 2 / ' \ / T.F.=73.54 ' 1 1� 7Qy' t 1 t �1 t ` Iv\ TFPE•C L' 11� +O '` irj X o � ze C 1 `i t t -75. / � ' C.B't6 1 l / 1 1 / � F.L.=71. 0 1 > Iv PVC. °; I 1 t 1 I, t 1 / ! TYPE C- ` ' I! s. ROOF LE4ltDER o�l l t I t 1 t ,) t t tvj \ 12 RH F=7d-0 1 / BCC A. STEEL r � 0 RHEAD / BOLLARD FIL ED ° I I [. 1 t tr t t ` Y r - 59.92 2 / 1 `SO t I 1 1 74 g00R (TYPICAL) / �3 +� p� WITH CONCRETE I / I \ �' \ ^o \ EXIST. CB ate/ i 1 t } 11 I �P ` (TYP) r rf O / 1 7-F.=73.21 1 v 11 \_Y_3/0x7/0 DOOR 1 NOTE: THIS AREA TO BE PAVED, ' (TYPICAL) / 1 SEPTIC SYSTEM REMOVED, *' \ \ \� AND UTILITY POLE RELOCATED 7 \ C' �731 EXIST. CB '\ O F.=72.74 IXIS�.' PIPES AND74Xse _ STRUCTURES TO • 75.41 , ?4 \ BE REKf9VED REMOVE R KE - cwy PROPOSED BUILD �ts� _ - r l� ` q EXISTING BITUMINOUS P' MT. / I , \ ` T.F.=73.70 / I PUMP c'. / » r saxs� I I I I vfJ"ZTZ 2 I u❑ POLE a. i �S A 61, 9 2 0 S. F/. 1 r \ I „�� \ \ 'PE 3 \�5 O'er•, 04`O / / F F = 74 00 / ` \ 73.72 t l / / \ \ `� �'`�o f Iry 6c.I Lt) _ : t. !_ , • j-t ! tr S1'NIILAL0 NCIITIS EUI4 SI;F"I-IC' SYSTEM INSTALiATIC11 ��O / V�. y"^^ �jRE$` 9. �\ Y r , Ba9 1 '1' t --- -- - -- - - - - �h 1b' PUMP NOTE: PUMPS TO BE "PEA BODY BARNES MODEL SE v 2500 6A 4'' 4' 7409 1. Soils t-sti.rxl ]r rL nm-i on 10/25/88 & 11/3/88. Cv�J C' SEPf/CTAN1 \ s \ / xs \ \ I I 1 t'1\ t 411 2" DISCHARGE, 1700 RPM'' PUMPING 60 G.P.M. 2. l)istrilnrlic'n t+,x to to "14)tTEST wt1c»Yio &Sons 1$)-7" or ,` \.\ / / TP'b�s \c30p _ - 7jx79 cA 77 5,� \ \ 1 \ OR APPROVED EQUAL. al iprovecl rr p vi I . , / (� `�, \ - OQ 75xss `r ��s . R PIPE 3. ec Septic le t<irilc to k. "Pr,lorx3o 6 Sc7ns STe.M i6or approvEc3 o ,gym jNV :7J°� _ `Hc \�,A� 34 I \ �jO / / A, \ \ ` \ - \� r � tiL /� _ \ ,o r I \ �1�� EDGE OF/ dnRr. . � r � ov�r�° WIRES \ � 4. Septic system is to tr• installed ill ccxr>E?1iarx�e with c Is Is N.: \ r / / crYPr�/,L) \ `.� __ _ - -- the Pub] is Ikr`alth LCxle (If the State of icut. \\ �i. '11tc 1Xtttrm of each tmrn.•h N lc•ichirxl pipesteal]_ t,e ,Y R.R. SPIKE Z ENE P /r O / r `--` \ 'I+ Y / \ / 1 \ \ \ \ 60 _ 1 installed level thraugllottt . Any hitch c f the pi in sNLF f s1 G O the tretich shall not (,_,cc-ec`c] 1 inch in 50 ff et. \ PROPANE x ; �S �- \� \ �� �\ °R,yF \ • \ ` o I 6. 'itte dirt ritnrt ion box shall M laid leln-1 on 6 irx•tx`s s utn ,"!rt cunipactod gravel base to prevent heavitx or settling. \ O ? ? \ 7- ' UTILITY 7. Inlets aril outlets of the sr'l,tic tank, rtq, chatdx•r, mil Z pg �G� /\ \ - _ � - �. \ �,•, WAITS d i st r i lxtt iorl I ox to LIPTwIrtared once 1Jx�, sewer pipes are N y �� I C`B r 2 \ i installed. i F'c' i00/ I TFC50 \\ l T�P 73 00 8. Iltn pipe fr<rn t)te Ixn� cl�»rnter to t}Tc di5tritutum i_u»c O - F. qF ° 1 F.L.-°'• 0 70.st / FL. 61'�5 to he 2 itx h J.D. extra strertgtlt PVC prr,ssure water pipe o\ �-\� (75-100 PSI). - q `cc• \ /�_ _ - - - _ _ / ` L- ----- --1-2, 760 O BRICK WALi-. / �( �j ♦ .. 9. 711Ill(-lenchi.rq syston to be stiked in the field by a licensed q SA UT PAVEMENT ' \� lancl surveyor prior to installation. ( 4IT OF CONSTRUCTI i41) i ?2`/ � 1 � � / r ry o \\ 9CQ F.1-=60.04 / ! DISTRIBUTION BOX DETAIL 1 ! - (NOT TO SCALE \ t �� t�*' t�56'EXIST.18"RC Pe- F9 9F TO REMAIN \ \ ��. ^� . � 4 f � Q. •,-..�- P.0 /.4/cj nor 84-5,G (� � ° 17t.6 �},� � ' � I - v$ , � !- , vf_ a f: r. ,nL)lo\in , " Rv.c. t r.'P<t Ni«� 73.41 ROOF LEAD t /; x �w 1 A /,V tE'r tcty - Tt.S THE A -2 DECLARATION 13ELCW IS FOR THE INTERIOR OF THE SITE ONLY. ABANDONED CLAY PIT •G%trE�/ rrN� \ ` / . \ ` \ / ' f WATER ELEV.= 58.56 SEE SHEET 2 nf 4 ENTITLED BOUNDARY PIAN, MAY, 1988, E.S. SMITH, EL ' 7/. 5) i � e ,( >dG.E•C�.VEK7 [?['4✓GL ` I _ �STORAG = - - �, / / APRIL,1988 L.S. FOR THE A-2 BOUNDARY CERTIFICATION ' PARKiN�AREA ` TYPE`C-L" /� I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP AND e 1 1'.I =72.00 c / SURVEY WERE PREPARED iN ACCORDANCE WITH THE STANDARDS OF A CLASS A-- FL.- 5.28 / I SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS lr_E .: �9.s \ / ,^ \ / IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE EDGE OF '��u 1 CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 13, c 1984 AND EFFECTIVE JANUARY 1, 1987. _ N0.12882 r.�/ceL r fNCN OfrA/[. / ��� / /C� ` s.4e . \ / \1 s,��'�A.'! ENS......... G�- SURVEYOR'S SIGNATURE DATE LICENE`NU-_ `��y'D4„SURV ,, rwr r,••"'� •`` m 1 u REVISIONS - LEGEND - - EXISTING CATCH BASIN AND PIPE ----- PROPOSED CATCH BASIN AND PIPE -- r=- EXISTING SANITARY MANHOLE AND PIPE ---74--- EXISTING CONTOUR AND ELEVATION - 74 PROPOSED CONTOUR AND ELEVATION x7450 EXISTING SPOT GRADE x[74o0] PROPOSED SPOT GRADE EXISTING UTILITY POLE EDGE OF WOOD LINE FENCE LINE R.R. TRACKS - -- EDGE OF CLAY PIT NEW BITUMINOUS PAVEMENT OUTDOOR LIGHTING W DOMESTIC WATER LINE SGIrI'1C SYSTEM sizitc: Ntenhor of f•Irj)loyees: 1st Shift - 50 21ld Shift = l5 3rd Shift = 2 1C71'Ai, = 6 -1 F)rRTI oyms r'lr?w = 3�iGPl?/rL)1�loycr� (M-lnufacturilx3 plant with slxrArrs) t'r'rc Rite = 2.5 lain/in N'i'l ic-ation Rite - 2..0 gal/clay/'-,cl, ft. R�inirrd `ffrc-tiv- 10achinrl Area = 1,172 S_._I'. Using 36 inch wide tr-1)ches: 1172j�=391 F. of trench required Use 5 trelx.hes @ 65 L.F. AND 10 66 L.F = 391 L. F. PCR•II' C1INIl3Glt & ['TRIP ULSIGN: Average inflow: 2345(;1'1)/24 hr/day 9RGPil/60 = 1-.6 GI'M Say 2 Gi'hi average Peak-1 n f low: 1lsstmk, lard-st slti ft (50) x 35(;PD for a 60 minute duration: 50 x 35 60 - = 30 (;pm. Peak Try I)IIIII) = 60G1'M flcna & wht wel] Cal tiac i t y = .100 Cx-T l . bkm P-ak Pc Vform-Tnce: (2 Gl'M inflow) I'inl- to fill w-t we11 = 100 Gal./2 GPM - 50 min, to p1n1q, 0'It = 100 C-al../60-2 GI'M = 1.7 min. I7n11O off t irtt- - 50 nlin. P(nnl) on tint- P(,nk Plena P-rforntanrn: (30 (;I`M ITTfl(-w) 'I'inr t') fill 1-x't well = 100 Cal./30 GTfl - 3.3 mi-n. Tinr to lit -mil) cult = .100 (;a1./60-30 = 3.3 min. Ptnn1) off tint- - 3.3 min. F1ntq) rat f inr - 3..1- ntin. TIE PUMP CYCLE TO BE 128 GAL. MIN. AND 256 GAL_ MAX. oom 1. UNLESS OTHERWISE NOTED, EXISTING UTILITIES DRAWN BY (;RAPHIC SCALE ■ PROJECT TITLE X„� LOCATIONS AS SHOWN ARE BASED ON BEST / ///i0/M 1?EvisE 5EPr/c srsrEm civil engineers planners surveyors CHECKED BY.' K 40 0 20 40 so (203) 644-4795 �o AVAILABLE INFORMATION. ALL EXISTING UTILITIES Z ,�;' y�BB ��U/SEP= E /1�;-.-IVQEPT, STT _ e s i g n THE K-F' BRICK COMPANY NN SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. _ _ _ �-- 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-9-88 REVISIONS PER STATE APPROVAL C.S.S. JOB NO.: ro f e s s i o n a I s i n c. BY A LICENSED LAND SURVEYOR PRIOR TO -T DATE' NOV. 1988 ( IN FEET) PROPOSED PLANT EXPANSION CONSTRUCTION. - - -- 0 - 1 inch = 40 tL 491 buckland road, south Windsor, ct. 06074 N0. DATE DESCRIPTION BY NO. DATE DESCRIPTION BY DRAWING NO.: JOBF'1c 67218 U.S.RTE. 5 a.k.a. JOHN FITCH BLVD., SOUTH WINDSOR, CT. TEST PIT INE'Ul ATION Test Pit "A" Test Pit "B" 0"-9" Pavmt, Fill Sarw as Pit "A" 9"-36" Fine -hied. Brown Sari] _cza,e as Pit "A" 36"-66" hkrl.-Coarse Brown Saul Sane as Pit "A" 66"-126" Med.-Coarse Sand Sallie as Pit "A" Depth to ledge - N/A sane as Pit "A" Depth to water - 120" Sane as Pit "A" Depth to mottling - 65" Sane as Pit "A" STANDARD NOTES FOR SEPTIC SYSTEM INSTALLATION (CONT.) 10. TH- L_04L FrcvM rtt Boys, TO THE SEPTIC TANK TO BE 6 INCH LAA. C_'NTRIFICALLY CAST IRON PIPE, WITH CLEAN OUTS TO GRADE FOR ALL BENDS GREATER THAN 450 II. THC' SEPTIC TANK SHALL HAVE 2 COMPARTMENTS, EACH COMPARTMENT HAVING A MANHOLE TO GRADE. 12. CATCH BASINS K 1 AND * 2 SHALL BE WATERTIGHT CONSTRUCTION. I" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSE (COMPACTED, 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE (COMPACTED) Osa��,, 6" PROCESSED STONE TRAPROCK BASE :COMPACTED) / L 4 TOPSOIL &SEED 6" MIN. PROCESSED GRAVEL SUBBASE OVER PREPARED SUBGRADE (COMPACTED) TYPICAL PAVEMENT SECTION ( N.T.S.) t` , y" ` J f � �� •,.i t NO 11963 Py 4^F^rrrp,-.1 1'y'3.�NpNrnnati� - .. DRAWING TITLE SEPTIC SYSTEM PLAN THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 fl