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HomeMy WebLinkAbout1984-1-13 - 120 Newberry Road - Topographic Plan and Septic Report0 C/ of fY V� r �l vk c� cps, 4`�� o b 1. P / /- G 2 3 4.5 4 �� 3p / � SO/L5 C4A35/F/ED WELL/ • • AS Wi4 f�DLE • / 39 a /' 1. P % T-E3T 9 moo,' \ •tt OLE 6 O rn � 1 FL DOD PL A//V ZONE E-L B[_I/LD//VG LINE / TE-5 T HOL E — o 3A I 398.Z2' I SAN/ TA/�Y REPOR T PROP(iSEl) BLJILDING FIRS T FLDD�P ELE V. F-E'p G RA©E D 4" 0 x HC / 4 " 0 P, Y. [, A1STR/E3, /NY. D - S EP T/ C B UX /N V. C TA /V IS M i p — �---- soo V • TES T \ 7ES T • HOLE ` 4\ HOLE *� L 7U PU PLAN SCALE,' / '�, 40' 3 52. DU' �W \ • 7�S T I BL/ILD//VG L/IVE • �T MULE POLE 2A -1 EX l S T//V(S SHZ-D S TO BE— � f3EMUVED � '' v � I L_ __ _ \ 352.00' P, \ • LEACH//VC6 THENCE-lES l5' 8 " TO/o 2- HAY NE WBERR Y 4" PERFGRATE PIPE ,y,o/r, c f //V. GRADE Si y 3 ov' Su,.r,r,�,o� 9�•� 3 // v 0 DDp Q OOP/ •• I I\/�AX 4' 0 PVC, i/I 1 dR/G//YAL GRUU/VD . /N MIN. 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MOC MAPS AND SP07 ELEVAT/DNS @ TEST ADL), 1,250 GALLON CAPACITY SEPTIC TANK PER BED OOM HOLES. 2. 225 FT z OF LEA CH/NG AREA PER EOROOM 3 . A SS LIMED PERC . qA 7E ; / "/ /5 M//V. 5er l o Fl cLd 8C- ZV COA) 57*0Lr i00) b r $ EPTIL 5 YS � S o Z. V VJC-LL t&Z, 15 >TA 2-Tf -D, ,..,l )61 n.V 1 15 l pro � `� Ur , � t 1tc' \v 54r� �1 0 q0 go • //VZA ,D VVETLA/VD.S SOILS CC SS/F/E"D /9S YVALPCLE WE LL ,—� —* WELL — BU/L D //V C L //VE: EX / S T//VG PAVE MEN T t L EGE/VD SYMBOL DES C RIP T/O/V • • • • /NLA/VD WETLANDS BOUNDRY o /. /? i R UIV P//V TO BE S E T — — — — FL OOU PL A//Y L /N E I��IPAGE REVISIONS c NEERING 1750 ELLINGTON ROAD INC. SOUTH WINDSOR CT 06074 203 644-4691 ShEPARD 3 LOT S (/BD/V/S/ON /VCVI/13E1-?R Y ROAD TOPOGRAPL//C PLAN ` S9N/ TAR Y REPi�JR T STOCKDRAFTING FORM NO 101 94 PROJECT DATE SCALE I DRAWN I DESIGN I CHECKER I SHEET 83-02& -/3-84 /VOTEp MOE J.EP J.E.P. V P v �U s1 3 O_ � O � s 1. F? i \ �9 L UT 2.7 7f o ACRE i / FLOC � ZONE ,I � p /, P Pkol- )SEA BU/LZ)l/VG FIRS T F-LbUR E-LEV. /NY. D - o. � �\9 7UPU G/�IAP/JIC PLAIV SCALE" / '= 40' "O E ., L r � \ 9 CRES' 352..Ov' •TFST I 13WLD//V6 L1/VE L E ?-A -�-- — "352.00' 0 oj0 90 0 IIV Z A D WETLAIVDS S 0/L5 CC SS/F/�D � S YVi4 LF�C)L E L � Bt//LD//VC L//VE NE waERp Y Cl �_ EX / I T//VG PAVEMEN 7 SA/VI TA/�Y PEFOR T LEA CH//V C3 TF,'ENC�IES 15' F"//Y l SN E'er G RASE Iyiht "0 x HC / DISTF?/E3, 4 " 0 FY. (C f BUX SEI�TIC N V. C TA/V/S /NV 8" TOP SOIL Z" 1-iAY 4 " PER FGRA TEED PIPE t- //V. GRADE jo 3 3 0 0 SDP A v Op / "'8I?QK. E'. l IVAX, v c o �Pa° D Qa l3„ 5 � n1ED 11 GROU/VD IN V. A Qd c goo p v MIN. 6RAl/E: FHEE DRA//Y//V G L3077UM Orr MA TERIA L A/ T1-?E/VC1-1 /8 '' ABO VE A C C OR,0A 1V C E VV / TH GRO C /ND WA TE'iPG�0(//VD WA 7ER C ONN' SEAL 7/-/ SEPTIC SfS 7EIW CROSS SEC T/D/V /VOTE,' EXCAVATE A1VD SC v LVE N, T, S , TOP-50/L U THER ORGA/VIC MATERIAL A/VO ALL LIA �(1/T.95LE MA TERIA L //V LEA CH//V Ci AREA AND REfPc: ACE V1i/7N Af�FRC KED �F5'AAL/LAR f %/Q/1/ FO/� 3 BE�U�DOM DWELL /LAGS FREE />RA//V//V G A4A TE"RIAI LOT / 2- SEPTIC E Y5 T6-1W 0ESI C/v /N/-ORM UR16� GROUND BOT70 G RnOND WA 7ER OF //VV A //V v B //V V, C , //Y V, D EL E Y, TRENCH 39.15 58.75 40. Z5 41, 5 O 41.75 42.00 42.75 38.50 3& Z5 39. 75 41.00 4 I.25 41,50 4Z. 25 f IRS T FL DO R 4(o.DO 4S.SU SOIL 7RENCN TRE/IKH T y,�E- AREA DA 7A AMELCSS'� Lo75 FT z 30-75", 3' MELESS'' 1075 F T Z 3La75'x 3' SEPTIC TAL 16L)06/JL. /000 GAL, 3 3 L. 00 35.00 5(o.50 37,25 38.00 38. Z 5 39 00 4Z. ZS /IYIGRZ- 1075 F71- 30,75 '- 3' /00(1 G 4. i i n r7 T/ l 1 A V�1 352.00' O h 1 TE 57/ LADLE I L. O T '� l ,2. l0 85 ACRES • TE5T HOLE / 352.00" 1 P. 940 0 ,9 . CO /, P L EGEND SYMBOL DES CRIP T/ON • • • • I/V__AND WETLA/Y05 BOUNDHY o I.P, PIIV TO BE SET — — — — FC.r�DD PL A//V LINE STOCKORAFTING FORM NO 101 94 30 _ PROPOSED BU/L,0l/VG FIRS T FL4nDR ELEV X HC / /,NY. - Io�I C i L0T 2.7 7�o AC RE FLOC � ZD/Vc 50IL. D//VG L// SAIV/ TAR Y REFOR T f INI S/-1 E'Z) GRADE EA C H//V G RENCf/ES _ / 5' �\9 / LP TES T HOLE '*L 4CRES' •i f-v I i • • 6" TOP SOIL (M/N.) 2-" HAY 4 " PER FORA TED PIPE F/N. GRADE TU PU G /`�,A Ph'/(f PLAN S(fALE,' I '= 40' 352.OU' 4 PS P, FIST!-?/B, 3 0 o DDP A v oo .':: I:,,..BRL�f C'. l MAX, YC BOX 4 P, V C SEP Tl C v Q v o Q o S�/� �rN..ED .. //11 aR/GIIVAL GROU/YD � a . �. TAIV K /NY B /N II. A °� o00 boo n o a M/N. II F/�EE DRA//V//V G BU77O/Vf air' �, MATERIAL /N TRE/VChq /8 '' AL30 VE ACC 01?0A /�/C E W / /-H GRO L/ND WA TEiP C O/V/V, 1-1-c- l- TN D E/D T, SPEC/f—I Gq T/O/�/S Gf�U U/YD WA 7Ei4 SEPTIC SY.S` TEI' l' CROSS Sc C T/O/V NOTE; EXCAVATE A/VD RE100VE N, T, 5, TOPSOIL U THER ORGANIC MA TERIAL ANO ALL UNSU/TA/-3LE MA TE/?IA L //V L EA CHIN 6 A /i'C A AND REPL ACE VVI7H BEUROUM DWELL//VGS *� A�P�OyED G�'q�'UL/-►R T�M QE G FREE /RAIN//VG MATERIAL SL-P T/C DfR! G'*A GROUND BOT 70 F/RS T Sp/L TRENCI� TSEAKN SEPT/C LOT GR0 //vD WATER OF //1/ A /N Ej /N V, //Y D FL oUR TYf'E AREA DA7A 51 EL E Y, TRE/VC H' I 39.15 38.75 40. Z5 41,50741, 75 4Z .DO 42.7.5 4Lo.00 AMELC55* Lo75 FT z 3ca75'x 3' IOLUGAL. 2 -3 Q. 50 36. Z5 39.75 41. 00 41. Z5 41, 5 C) 4Z, 2.5 4-5.50 MELES * 1075 FT z- 3@-75'x 3' IUUO GAL, 3 3Lo.00 35.00 3(o.50 37. 75 38.OL 3£.Z5 39 00 4Z. ZS //V/GRE �75 /-Tz 3S75,3' /DUG 64L F-1 I J / / v/ / L/`r � ELEYA7/O/VS /7ROIX MOC MAP5 FUR AD01 T/O/VAL BEDROOMS AIVD SP0 T ELE VA 7/D/V S @ TEST AZ)D, 1. 250 GALLON CAPACITY SEPTIC TANK PER BEDRODM HOLES. E. 2 25 /F T z OF LCA C'H/NG AREA PER BEO/400/1 3. ASS UMEC PE/:?C, RATE" ; / "//5 /Vl//1/. 41 BENCH MARK TO BE SET //V Th'E F/EL D BE/ -ORE TI-I E I -START OF CONS' T/VUC T/OIV, S . /4ESEi`? VET AREA 7-0 BE FILL..,: LU VVI-IEN NE ELF C D Lo. L EACIVING TREIVCHES . TU BE /? ' 0. C, { • 0 90 ga o //VZA L) Irl/ETLANDS Snil_� O 352.UU' 7E S 7/ qC LC �t LDT '� l � 2. (o 85 ACRES /O L a N i 1 P. 9aG M,D.C, CO0/RD1/VATE 3�q,0.!l4.E 9 5:a, 90(o IV • LEGEND SYMB-L DIESCHIPT/O/V • • • • INLAND WE TLA IV Z).S B O UNDI`4 Y o l.P. IRO/Y P/N TO 13E SET Cam) �� t.. - � � � � ►�� `tic-.��--Sim a. �� /� � PC?AGE REVISIONS � ENGINEERING 1750 ELLINGTON ROAD INC. SOUTH WINDSOR CT 06074 203 644-4691 0, tL- Sl-lz . l RD 3 L D T S UBD/(//S/6/V --- - G LJ ^� A/E wBERR Y R014 D TaPOG/�APh'/C PLAIV -p SANITARY REIDCRT PROJECT DATE SCALE I DRAWN I DESIGN I CHECKER I SHEET 83-02& _13-84 NOTED M.O,E, J.EP J.E.P. 3 OF3 KKDRAFTING FORM NO 101-94