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Home My WebLink AboutSD-359C-2o� BURLINGTON STR ET SOIL DESCRIP77ONS. BY MERIDIAN ENGINEERING, INC, ON ti 1. TEST PITS WERE W77VESSED AND RECORDED (PUBLIC - VARIABLE WID7N) - JUNE 15, 1995. 264 - CANTON -URBAN LAND COMPLEX 8-15X SLOPES ~\ CONSISTS OF NEARLY LEVEL TO MODERATELY SLOPING, WELL DRAINED CANTON 2. SOIL CLASSIFICA77ON & DESCRIP77ONS WERE DERIVED FROM THE MIDDLESEX COUNTY 10 AC SOILS & AREAS OF URBAN LAND. ALTHOUGH URBAN DEVELOPMENT HAS ALTERED THE SOILS E F T E Y' SEP RATED DOIA1 MASSACHUSETTS 1NTERtM SOIL SURVEY REPORT, SECOND EDJ7JON. NO Lu � vWi ti i _o0-- - - - - -- Z�o 0 LL a 222 0� NOW OR FORMERLY 224 NOMINEE TRUST �O3 ROBERT J. HARRIS 226 - --"� m TRUSTEE 228 - �?Wj 230 = Q Q � 232-- 234 236 70 81 C NOW OR FORMERLY s e2 MAREK & 240 ELIZABETH W. GRYNBERG 8 6 � 4, 8 70" m BENCHMARK: SPIKE SET IN U77LITY POLE #9 ELEVATION= 248:79 I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS FOR LA, ON ASSOCIATES INC. DATE FOR REGISTRY OF DEEDS USE ONLY NOW OR FORMERLY -� 1.34 '� &LANDSCAPES IN THESE AREAS THE SOIL CAN BE 1D NTI !£D A WID L A S J. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING) P 28N _ AND THE GENERAL NATURE OF THE AREA CAN BE DETERMINED. BROAD DELINEA77ONS ARF AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON, w w� H `�- �_ MADE ON THE MAP. THIS MAP UNIT CONSISTS OF ABOUT 75X CANTON & SIMILAR SOIL W ND MASSACHUSETTS, COMMUNITY PANEL No. 250198 0005 C, DATED SEPTEMBER 30, 1983. -- 8 - k y AT LEAST 25X URBAN LAND & OTHER DISTURBED AREAS URBAN LAND CONSISTS OF STREETS -- PARKING LOTS, BUILDINGS, & OTHER STRUCTURES. 4. TOPOGRAPHIC DETAIL, NATURAL AND MAN MADE SURFACE FEATURES ARE BASED ON A � FIELD SURVEY BY MERIDIAN ENGINEERING, INC. PERFORMED ON MAY 10, & SEPTEMBER 1, 1995. Tp i # o UP,/L29 CANTON SERIES CONSISTS OF NEARLY LEVEL TO VERY STEEP, DEEP, WELL DRAINED SOILS ON 5, ZONING DISTRICT IS RO. a UPLANDS. THEY FORMED GLACIAL 77LL GROUND MORAINE & !CE CONTACT S7RA77FIED DRIFT. CANTON SOILS HAVE FRIABLE FINE SANDY LOAM SURFACE SOIL & SUBSOIL WITH MODERATELY 10124" 6. ELEVATIONS ARE BASED ON THE 'TOWN OF LEXINGTON SEWER DATUM. RAPID PERMEABILITY OVER A LOAMY COARSE SAND TO LOAMY FINE SAND: SUBSTRATUM AT Y� STARTING BENCHMARK: INVERT OF A SEWER MANHOLE IN FRONT OF HOUSE t 15 18 TO 36 INCHES WI1H RAPID PERMEABILITY CANTON SOILS AHVE A VERY STONY OR 4 15 BENCHMARK: FLANGE EXTEMELY STONY SURFACE, EXCEPT WHERE STONES HAVE BEEN REMOVED,; AND HAVE STONES BURLINGTON STREET, SHOWN ON PLAN BY WHITMAN &HOWARD, SHEET 3 OF 10 _ CAP BOLT ON HYDRANT DATED JUNE 19, 1965 PREPARED FOR THE TOWN OF LEXINGTON. (ELEVATION 196.29) r �4- 215 BURLING ELEVATION =2t 1:34' BELOW THE SURFACE. MAJOR LIMITATIONS ARE RELATED TO SLOPE &STONINESS 7. THE LOCA77ON OF ALL UNDERGROUND UTIL177ES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA77ON OF st 5� 2 ?o PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY BURUxG1� / \\ NOR GUARANTEE THE LOCA71ON OF ALL U77L177ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, ad. 74 ��' ?� NOW OR FORMERLY APPROVED BY.' SHALL VERIFY THE LOCA770M OF ALL U77LITIES AND CONTACT DG SAFE ate,, TO P ING BOARD AT 1 -800- 322 -4844. EAMES FAMILY TRUST NOW OR FORMERLY L KING ELLIOT N AND 7HORA E. EAMES BRIAN E. & \ \ • �� ELIZABETH A. COREY 8. BASED UPON NUMEROUS SITE INSPEC77ONS PERFORMED BY LARSON ASSOCIATES, INC. THERE WERE NO i - - `� SHED VISIBLE LEDGE OUTCROPPINGS FOUND ON THE SUBJECT PROPERTY. • �� 9. BASED UPON THE INFORMA77ON AVAILABLE TO LARSON ASSOCIATES, INC., THERE ARE NO KNOWN 8» tY r t8 226 HISTORICALLY OR ARCH17EC7UALLY SIGNIFICANT STRUCTURES ON THE SUBJECT PROPERTY ROx' Of 10• LOT 2 IS PART OF AN APPROVAL NOT REQUIRED PLAN PREPARED BY p1t04 NG MERIDIAN ENGINEERING, INC., ENTITLED "PLAN OF LAND LOCATED IN LEXINGTON ", 5" � 1 �l ,j �� O 1�+7 DATED DECEMBER 18, 1995 AND ENDORSED BY THE LEXINGTON PLANNING BOARD B6 t2 t0(�"�" t\ 75" ON JANUARY 12, 1996 AND TO BE RECORDED. SHED 11. THERE 1S NO SIGNIFICANT NOISE IMPAC77NG THE SITE 72 \ t2 Q q � JZ THERE ARE NO SIGNIFICANT VIEWS FROM THE S /7E. r. ,i -tom TR EE\ y rj 7� - T�-�� a U 8 �9Y' 1 ✓'y1 78" 26 DA- TE r 12 „yOUBLE is" 6» 12 BLF .,, r 12" �o� fA'7 '- -'°; 78" \`\ SOILS INFORMATION. Al k 2 � Bc & SOIL 7ES77NG WAS PERFORMED BY MET ON JUNE 15, 1995& LEGEND: k, `l0 0 8" l ' yr 24" %EST PIT #i TEST P/T #2 ® EXISTING DRAIN MANHOLE 463, 8' 12" ; s ® ` v EXISTING SEWER MANHOLE 7i 1_ q s I 1 • X24" _ 70''� .yx 10 "� r . 8" TP 6 / cn �' r8" # ` �3 0-18" TOP AND SUBSOIL 0 -18" TOP AND SUBSOIL I x • \ " EXISTING CATCH BASIN w • vTt 18 " -72" LOAMY SAND B 98 -60 LOAMY SAND ❑ 6 (10 8" I _ TP 9 i " 8 � � / 10„ � ,/12 � � # � � � _ LEDGE REFUSAL AT 72 LEDGE REFUSAL AT 60 � EXISTING UTILITY POLE RUTH A. & LONES SMITH 8x'8 6 "' 8" / 24 c s 75 » » ' f 1 fs GROUNDWATER MOTTLING ® 48 GROUNDWATER MOTTLING 0 46 , EXISTING FIRE HYDRANT F t.:. . .78'� o ayk l4 5 `" 4 EXISTING WATER GATE X1.1 � `,a ` .�� TEST PIT #3 TEST PIT #'f — D D — ExtsrtlaG STORM DRAIN DOUBLE 8 72 DouB� E 8» 2%,? 8„ 0 -18 " TOP AND SUBSOIL 0 -18" " TOP AND SUBSOIL EXISTING SANITARY SEWER t2p 2 % 70° T ` 0 �• / 18 100 LOAMY SAND 18 -79 LOAMY SAND / - % • / Yes ° GROUNDWATER MOTTLING 0 48 ". GROUNDWATER 12 „ {� E ,�� 8" 6I � rWA7ER MOTTLING 54" — w w— EXISTING WATER MAIN ° 1" .`5 / ' ,Zfj EXISTING OVERHEAD WIRES o WIRE DOU \ • —OHw OHw— FENCE a rRU�t •„ l TEST PIT #5 TEST PIT 0 a , , �. z" z 8 8» 0 ` 8 " - --152--- EXISTING CONTOUR coo mss" ' N UW fi _ - s. ti 0 18" " TOPSOIL 0 18 " TOP AND SUBSOIL + 217.5 EXISTING SPOT GRADE x 2g r"k. °.\ 0 k �" % t8 -48 LOAMY FINE SAND 18 -90 LOAMY SAND ry ,., • t °" / ; PPRON Of 48 " -72" LOAMY FINE SAND GROUNDWATER MOTTLING 0 600 . EXISTING CONIFEROUS TREE LARGER THAN 6" CAL. �7t0� 10" / A- NG GROUNDWATER MOTTLING 0 48" " „ 12" 181 =_� may= l �yi LOp11� F EXISTING DECIDUOUS TREE LARGER THAN S CAL MAP 77 _ #1�a{�q ,,�____ 12" s _� TEST PIT #7 TEST PIT #& RCP REINFORCED CONCRETE PIPE LOT 60 4 ii1 „ `�L 12� �T s �0 0 -18" TOP AND SUBSOIL 0 -36" TOP AND SUBSOIL VC VITRIFIED CLAY PIPE f \ _ i 44," \ �+ L* 18 " -84" LOAMY SAND 36" -120" LOAMY SAND AC ASBESTOS CEMENT PIPE �• „. �� _ 3. n?��7�Y�. >�.j,-(� rf" n• X86^ GROUNDWATER MOTTLING & 42" GROUNDWATER MOT7UNG ® 48" j ..' t2 _;,.� /® � �� "'' s� +u !`�� • �� "� BIT. CONC. BITUMINOUS CONCRETE 0 N C � � Om Ma'4 0 �s .'� \ i i tiY ! A Tip • DOUBLE 4 '\Q7 < _= TP//2 s_ _ 220 0 ti NOW OR FORMERLY TEST PIT #9 TEST PIT #10 ®� #5 TEST PIT /� ��8 °51 X12 - -� / PHILIP WALDRON ® # PERCOLATION TEST T'�, 2 r az•,8 0-18" TOP AND. SUBSOIL C�23" TOP AND SUBSOIL P 2 Y� �'Ii 24 w 0 �' °'• " t5� a , 8-120" LOAMY SAND =90" SANDY LOAM 15" 12 GROUNDWATER MOTTLING 0 48 . rOL;rVDWATER MOTTLING ®60 ". STONE WALL ' • • • • it DIRECTION OF OVERLAND FLOW I lI 12° �� 15" r2" - TEST PIT #11 TEST PIT #12 SLOPES 159< OR GREATER N 244 ti If �t �� ''1 0 -30" TOP AND SUBSOIL 0 -18" TOP AND SUBSOIL ry I ( VEGI TAT,(t�lV27S; RI�IA LY' MATURE OAK ® # � 30" -100" LOAMY SAND 18 " -52" FINE SANDY LOAM 11 o . AjBLE j AND i 44"Of� ?EE$5 W171 SOME' �- GROUNDWATER MOTTLING ®54" 52 " -90" LOAMY SAND AREA BETTER SUITED STO ��.� GROUNDWATER MOTTLING 0 60" FOR DEVELOPEMENT Elm ME= 7 • Q ti — �o� , M l i / / • PT#I %� ,. PERC TEST #1 / TP #1� • / * 08 vgbo lh6 f/ ?5» ; 5" • 2 TOTAL DEPTH = 72" � / - a DOUBLE PERC RA 7E - 13 MINUTES PER INCH " l• • /, J, / i THIS PLAN IS SUBJECT TO A COVENANT DATED z NOW OR FORMERL �' - �K 4 t�y8» • / \ coo JOHN M. & 2 ---- 206 AUDREY F. FLETCHER� 6 , "� i Vin- » �� fn THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED' [gyp DOUBLE yo 2gl / Do BLF - - - - -- -�" 20. THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED L_J'c •. e21 8 i I _ ; 06 s° 202 GRAPHIC SCALE ° tiry n BENCHMARK. TOP FOP OF 8» - ECINEA TES AREA - __,; SCALE: 1 -4O NOW OR FORAiERL r 1 "D IRON ROD, 0.7' A. G BETTER Su/ TFD FEET ROB Of BERNARD J. RUDMAk & LEVA7TON= 208.95 3 \\ 40 O 20 40 80 16O . R P Miami- A 110 NG LISA J. BOODMAN FOR DEVEL- 0PEMEN T . ,0 L O6 NOW OR FORMERLY j�� , - - -_� J i 0' f0 2O 40 60 .n TOWN OF LEXINGTON -; = "'� - �/ METERS (WILLARD WOODS) \'� NF'#6 *Fjf5 !/ JOHNSON FARM ROAD DEFINITIVE SUBDIVISION AROL A. S• SITE ANALYSIS PLAN " Ill BURLINGTON ST. CAROL A. ON£N LEXINGTON, MASSACHUSETTS 02173 ye E LOCATED IN LEXINGTON RUTH A & LONES SMITH MHSSA (C� F S T T S ;i10 20 FLINTLOCK ROAD LEXINGTON, MASSACHUSETTS 02173 MIDDLESEX COUNTY) i EAMES FAMILY TRUST �pAlNAODPE72 -- - PREPARED FOR i Wf#f1 77ZUSME15' BURUN. & 7HOREET EAMES �, /,.--- /�------- r_- ____ - - - -, CLERK OF THE TOWN OF -� _ , LEXINGTON, MASSACHUSETTS 02173 LJlYCOL1Y PARK REALTY TRUST LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF SCALE: 1 " =4O' DATE: TULY 1 D, 1996 APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS PATH _- -__ APPLICANT: BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER '' LINCOLN PARK REALTY TRUST PgSACHUS67 ,, CARSON ASSOCIATES INC. SUCH RECEIPT AND RECORDING OF SAND NOTICE. 560 CONCORD AVEvUE �Py L49n1t . ,,,,,,,,,,.,,,