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Home My WebLink AboutSD-455-2tr 255 ti �J� PRI/ ,ii PPVED Y WOBURN wti 2q� o KEY: HYDROLOGY No — . _ . — — RIDGE LINE SURFACE FLOW NOTE: NO PARTS OF THIS SITE ARE WITHIN THE 100 –YEAR FLOOD PLAIN VEGETATION LIMITS OF BORDERING VEGETATED WETLAND ✓ LAWN AND GRASSES _ z5 �o NOTE: ASIDE FROM THE ABOVE TWO CATAGORIES THE REMAINDER / OF THE SITE IS WOODED IN VARYING DENSITIES OF HARD AND SOFTWOODS; DOMINATED BY MAPLE,ASH AND OAK. THERE ARE MANY MATURE WHITE ASH, 24" DBH AND OVER, NEARLY ALL IN A STATE OF ADVANCED DECLINE. TQQ_0 ROC APHY SLOPES 15% OR GREATER ti C� 5 SOIL (TAKEN FROM MIDDLESEX COUNTY SOILS MAP) P WHITMAN o HOLLIS –ROCK OUTCROP CHARLTON COMPLEX PAXTON –URBAN LAND COMPLEX NOTE: THERE ARE NO MAJOR ROCK OUTCROPS 34 WHITMAN LOAM 0 – 5% SLOPES Extremely Stony. Nearly level, deep (5 +ft.) very poorly drained soils in depressions & drainageways of uplands. Very Friable to xtremelly� story surface and just below; Perched Lim ai oins: wetness, slow perms near &ustoniness. of year. 7B CHARLTON– HOLLIS -ROCK OUTCROP COMPLEX 3 -8% SLOPES 7C CHARLTON– HOLLIS –ROCK OUTCROP COMPLEX 8 -15% SLOPES Well drained Chariton soils, somewhor excessively drained Hollis soils and Rock outcrops, that occur in such intricate patterns on the landscape, that it is not practical to separate them at the scale of mapping. Generally these areas consist of about 50% Chariton soils, 157 Hollis soils, 10% Rock outcrop and 25% other soils. Major Limitations: are related to rockiness and slope, and depth to bedrock in the Hollis soil. Additionally Chariton soils Major Limitations: Slope & stoniness. Hollis soils Major Limitations: depth of bedrock, rockiness, and slope. 267 PAXTON –URBAN LAND COMPLEX 3 TO 15% SLOPES; APPROX. 90% OF MAIN SITE SOIL. Gently sloping to very steep: deep well—drained soils, Friable FINE SANDY LOAM, slow or very slow permeability. Limitations: slow permeability in substratum, slope &stoniness. VIEWS INTOLQUT OF THE SITE VISUAL LINKS CONCLUSION BY VIRTUE OF THE MODERATE TOPOGRAPHY, AMENABLE HYDROLOGY AND PROXIMITY TO SITE ACCESS AND EGRESS THE AREA TO THE WEST OF THE DELINEATED BORDERING VEGETATED WETLAND IS THE MOST SUITED TOWARDS DEVELOPMENT, WITH THE NARROWER AREA AT THE SOUTHEAST CORNER SECOND. �5 4 tih �c WI NT: ti ,55 0 26� 260 2 't9Wzs cOUP7 an • i • 01 E ' no • A DATE: VL - tki"01 A� \�LqT OPJ` F A A GS ass zs� 2 J WN ___ -- LEXINGT)3M :. .... 7 WIhiHESTER LINE V �.. • .. P _ F .. . -.. .. 0. r 255 266 U zs6 ��®re 260 t ' t v✓ j pG SU I HEREBY CERTIFY THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS AFTER RECEIPT AND RECORDING OF NOTICE FROM THE PLANNING BOARI OF THE APPR AL FOR THE WITHIN PLAN. / Jff� 1 / � ! A ®� TOWN CLERK DAT �� X55 $ ✓6�, IN fL .V, c55.14 IHV IN c49.10 p � \\ c Xfs 77NG c.a RIP, E G .L - Z54. %B rNV JUT 25i59 ��— EXZSTINE c.P RIN EL E = 254.83 INV. IN = 250.62 NV. IN = 250.12 INV. ^UT = 150.09 oa } NORTH l LOCUS: ;3 I �i 13 f O GF ELURee 0 RRy t'j YLER ROA tPm � v•v•a a•v•.vv v r. .r • • • � ; ;i ENGINEERING �NC. CIVIL ENGINEERS & LAND SURVEYORS 27 CAMBRIDGE STREET SUITE 106 BURLINGTON, MA 01803 I I i` TEL (781) 229 -0411 FAX (781) 229 -0520 1 1. WWW..COMMONENG.COM LANDtech associates ine. an • i • 01 E ' no • A DATE: VL - tki"01 A� \�LqT OPJ` F A A GS ass zs� 2 J WN ___ -- LEXINGT)3M :. .... 7 WIhiHESTER LINE V �.. • .. P _ F .. . -.. .. 0. r 255 266 U zs6 ��®re 260 t ' t v✓ j pG SU I HEREBY CERTIFY THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS AFTER RECEIPT AND RECORDING OF NOTICE FROM THE PLANNING BOARI OF THE APPR AL FOR THE WITHIN PLAN. / Jff� 1 / � ! A ®� TOWN CLERK DAT �� X55 $ ✓6�, IN fL .V, c55.14 IHV IN c49.10 p � \\ c Xfs 77NG c.a RIP, E G .L - Z54. %B rNV JUT 25i59 ��— EXZSTINE c.P RIN EL E = 254.83 INV. IN = 250.62 NV. IN = 250.12 INV. ^UT = 150.09 oa } NORTH l LOCUS: ;3 I �i 13 f O GF ELURee 0 RRy t'j YLER ROA tPm � v•v•a a•v•.vv v r. .r • • • � ; ;i ENGINEERING �NC. / INV INV. �kXIS71NG LE 'l ? RN ELEV Nv. OUT = essss REVISIONS: , NO. DATE DESCRIPTION SCALE: z 1"=50! S' R 50' 25' 0 50' 1 z C7 DESIGN /DRAWN: Z CHECKED: ¢' FILE PATH (H: /PROJ): 96002.10 \DWG \WORKING 0 ! DRAWING \PRELIMINARY \SP– MHSITEANAL.DWG M TAB: SHEET- SITE Cn JOB NO.: 2 °" 96002.10 1 I(S) CIVIL ENGINEERS & LAND SURVEYORS 27 CAMBRIDGE STREET SUITE 106 BURLINGTON, MA 01803 I I TEL (781) 229 -0411 FAX (781) 229 -0520 1 1. WWW..COMMONENG.COM LANDtech associates ine. i LANDSCAPE ARCHITECTS j j ��NuHiU';irlflUl //A �( i i r o I U FNO or NDSC4Po,•ro 1 1 RICHARD LAKUTIS RLA #412 MA 43 NORMANDY ROAD, LEXINGTON MA 02421 TEL (781) 862 -2663 WWW DLAKUTIS@RCN.. COM Li MURRAY HILLS Ca RESIDENTIAL DEVELOPMENT i LEXINGTON N M MASSACHUSETTS 4 / / M MIDDLESEX, COUNTY a AUGUST 17, 2009 �j A SITE ANALYSIS j j MAP APPLICANT/OWNER: ! ! WINNING ESTATES LLC e 2 27 CAMBRIDGE STREET ` ` l --- -EXIST B BURLINGTON, MASSACHUSETTS, 01803 SCALE: z 1"=50! S' R 50' 25' 0 50' 1 z C7 DESIGN /DRAWN: Z CHECKED: ¢' FILE PATH (H: /PROJ): 96002.10 \DWG \WORKING 0 ! DRAWING \PRELIMINARY \SP– MHSITEANAL.DWG M TAB: SHEET- SITE Cn JOB NO.: 2 °" 96002.10 1 I(S) 96002.10 1 I(S)