The URL can be used to link to this page

Home My WebLink AboutSubdivision Plan 1227200740 35 3C 2` 2 DATUM//E LEP 5.0t1 QUALITY CONTROL CERTIFICATION w is=, GROUP REVIEWED ATE PROJECT MANAGER SURVEY S ENVIRONMENTAL FJ S' M_ STRUCTURAL coco G ARCHITECTURAL E Al U w Cl I co to 0 oo mCA 0 co LO LOUov LOxfL IrT i V © _ L w Qz=a; N uO Li,I r 0 a) z o N cl o w 0 O CL 1.- fy z 00Ul70X. v a z Q 0 Q t7iJW tY M U3 —I n _ W eA V) 0 ui U. V) 0Jr Ld VI W m 0 0 0 0 0 0 z o 1 z 0 Vo Ld K 0- z 0 a_ v z w 0 F L o o w L t5is= ii r V7 3: w j a z o f w Q 0 O 1 O h r- 1 f\J c\J ZN r c as ff a 0 d C m Q0 o a L 1 L 5 z I Lf) 0 N F__0 C) z L C) w Y w a y 0 w 3: w a-_ 0 0 w i n m 0 C) 0 U Ls DATE: 07/01/2007 SCALE. CLEAR 100' PROJECT# 2006359 AND GRADE SHEET 15 OF 16 w W FOR Sto. i SNE CLEAR AND GRADE FOR SIGHTUNE d W if)a / 0 N - CO N r O Q C? Ki L v Lf) O Ca CO r- I` cfl r oQ W O O n W 1 2+50 34 0G r D CNO f` p c i 00 00 O r N 00 O O t- N t 00 N t7 trJ tom, O , c6 N 0)N 4 N N N N n 0+00 0+50 1+00 1+50 2+00 2+50 3+ QUALITY CONTROL CERTIFICATION w is=, GROUP REVIEWED ATE PROJECT MANAGER SURVEY S ENVIRONMENTAL CIVIL S' M_ STRUCTURAL coco G ARCHITECTURAL all SIGHTLINE PROFILE LOT 015-000 Ell SIGHT PLAN 55 3 DATUM ELEY 30.00 5 3+00 -2+50 -2+00 SiGHTLINE PROFILE LOT# 015-0018c LOT #015-002 a m SCALES 1 "=50' HORIZONTAL 1 "=5' VERTICAL 50 25 0 50 GRAPHIC SCALE IN FEET y Vc\I QU s s C N N coco G E Al U w Cl I co to 0 oo mCA 0 co LO LOUovLOxfL IrT i V © _ L w Qz=a; N uO Li,I r 0 a) z o N cl o w 0 E CL 1.- fy z 00Ul70X. v a z Q 0 Q t7iJW tY M U3 —I n _ W V) 0 ui U. V) 0Jr Ld VI W m 0 0 0 0 0 0 z o z 0 Vo Ld K 0- z 0 a_ v z w 0 F L o V ww o w L t5is= ii V7 3: w j a z o W w Q 0 O 1 O h r- 1 f\J c\J ZN r c as a 0 d C m Q0 o a L 1 L 5 z I Lf) 0 N F__0 C) z L C) w Y w a y 0 w 3: w a-_ 0 0 w i n m 0 C) 0 U Ls DATE: 07/01/2007 SCALE. 1 " = 100' PROJECT# 2006359 SHEET 15 OF 16 CLEAR AND GRADE FOR SIGHTUNE d W if)a / N - CO N r O Q C? Ki L v Lf) O Ca CO r- I` cfl r oQ W O O n F)0 2+00 2+50 34 3+00 -2+50 -2+00 SiGHTLINE PROFILE LOT# 015-0018c LOT #015-002 a m SCALES 1 "=50' HORIZONTAL 1 "=5' VERTICAL 50 25 0 50 GRAPHIC SCALE IN FEET o > S r§ c: ivy WI y Vc\I QU s s C N N coco G E Al U Cl I co to 0 oo mCA 0 co LO LOUovLOxfL IrT i V © _ L w Qz=a; N uO Li,I r 0 a) z o N cl o w 0 E CL 1.- fy z N L0 ce) o ctj Lf) Ce) Lo v a z Q 0 Q t7i o > S r§ c: ivy WI W W 0 z o F— cl o w 0CL1.- fy z v a z Q 0 Q t7iJW tY M U3 —I n _ W V) 0 ui U. V) 0 Ld VI W m 0 0 0 0 0 0 z o z 0 Vo Ld K 0- z 0 a_ v z w 0 F L o V ww o w L z 0 V7 3: w j a z o W w Q 0 O 1 O h r- T N f\J c\J ZN r c as a 0 d C m Q0 o a L 1 L 5 z I Lf) 0 N F__0 C) z L C) w Y w a y 0 w 3: w a-_ 0 0 w i n m 0 C) 0 U Ls DATE: 07/01/2007 SCALE. 1 " = 100' PROJECT# 2006359 SHEET 15 OF 16 LATERAL INSTALLATION, SDR 7 TYPICAL PLASTIC or 1 HDPE PIPE = 1 TO V Coy+ ATf LIN SA PRESSURE GRINDER PUMP 1-1/2" 1/2 THICK DOUBLE FACED WOOD SIGN, PAINTED POST CAP 11ussctpectg p® 130 cl f, 4'x4'TREATED WOOD POST, PAINTED_\ BURY MIN- 3BELOW FINISH GRADE ADDRESS SIGN 1 NOT TO SCALE e-% 0E2 SIGN STREET NUYff—R—) NOT TO SCALE 1 INISH GRADE 07 ADJUST TO FINISHED GRADE WITH BRICK COLLAR o" MINIMUM -12 STANDARD HEIGHT ECCENTRIC CONE, SECTION --- STANDARD RIS=ER SECTIONS AS RE0UIRED---r:___5 PRECAST BASE SECTION ---o \ FLEXIBLE ?AANHOLE SLEEVE iJJITH STAINLESS STEEL STRAP AND BOLT DENSE HARD BURNT BRICK INVERT (T(PICAL) TYPICAL MANHOLE FRAME AND COVER SET FRAME IN GROUT 18" MAXIMUM PRECAST .REINFORCED CONCRETE MANHOLE TOP ALUMINUM ALLOY MANHOLE STEPS (12 ON CENTER) 0 " RING MANHOLE RISERd" SEAL TYPICAL ALL SECTIONS DIA. MANHOLE JOINTS TO RECEIVE NON -SHRINK GROUT INTERIOR AND EXTERIOR 18" ABOVE TOP OF SHELF MAXIMUM PACK ANNULAR SPACE WITH NON -SHRINK GROUT 6 MINIMUM CRUSHED STONE BASE UNDISTURBED MATERIAL TYPICAL MANHOLE CROSS SECTION NOT TO SCALE NOTE: ADD -2" OF CLASS 11 BITUMINOUS ;-CONCRETE IF PAVED 12' swiss 12" COMPACTED •. SINGLE RESIDENCE DRIVE DETAIL NOT TO SCALE 2) -CONCEALED WATER -TIGHT PICK HOLES (SEE DETAIL "B") 0 0 DIAMETER BONDING HOLES o o nooEll 000 0 O O O O 7000 I 0 n o CONCEALED\ WATER -TIGHT \` PICK H01 -E NEOPRENE GASKET NOT TO SCALE 24-1/2" DIAMETER - 23 -7/8" DIAMETER D;=TAI 2-1/$" 3/4 1--1/ 2Dt 1 _ 1/2 I F F 2)-3/4" DIAMETER 3/4" HANDLING HOLES- 00 I 3/4„ 21-.3/4 DIAMETER1 / C„ 36" DIAMETER 48" DIAMETER aEO _ NOTES: 1, MANHOLE COVER TO BE SOLID AND WATER -TIGHT CORRESPONDING UPWITH NO VENT PER 2- THE LOWER SURFACE OF THE COVER AND THESURFACEOFTHEFRAMESHALLBEMACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT_OR FIT WITHOUT ANY TENDENCY FOR ` (HE COVER TO ROCK OR RATTLE - NOT A LENOTTO .SCALE 1 g' WIDE COMMON DRIVEWAY 2" BITUMINOUS CONCRETEOCE BINDER COURSE) LOAM AND SEED SLOPE (BOTH SIDES)—\ orp ' CID Oi 12 COMPACTED ROLLED GRAVEL SUBBASE COMMON DRIVEWAY DETAI h NOT TO SCALE MIN CROSS SLOPE OF INCH PER FOOT 3:1 SLOPES OR LESS BOTH SIDES) 4» PROCESSED GRAVEL BASE 4» BITUMINOUSCLASSE1 ( HOT 2 COURSES) SURFACE COURSE OR MATCH EXISTING, SWHICHEVER TANDARDS} IS GREATER. REPAIR PER . REMOVE EXISTING PAVEMENT AND BASE MATERIAL 4° 1.5' EXISTING PAVEMENT 1 ' BOTH SIDES SU 3GRADE j COMPACTED NATIVE / SHEETING AS MATERIAL OR REQUIRED (TYPICAL) BORROW O O \\/ TRACER BROKEN OR CRUSHED STONE PER D \\//\ M.02.05 OF FORM 814A GRADING `B' 4 12 FOUNDATION STONE .WHEN 1/4 OD 6" MIN.3' UNSUITABLE MATERIAL OR ORGANIC 12" MINIMUM IIS! \ \\ \\/\\/\\ SILT IS ENCOUNTERED AT SUBGRADE ROCK EXCAVATION TRENCH BOTTOM TRENCH IECTICN 1=0R GRAVITY SANITARY S EWER— NOT TO SCALE NOT • i . REMOVE ENTIRE WIDTH OF PAVEMENT TO PREVENT UNDRMININ 1` EN0 tN, r} r N N COco r - Oil 6) sU lu co C7 p ED T- cf) co rcflo C14~LO D.;QTn flZ Qj Ocw i J cn m E U co N Lo cf) co m M LO PRECAST TOP TYPE 'CL" SHOWN) I,-1 5/8' Q n W a_, " G i. - j1j, -i_ I '-8 3/4L__] . • Z p Wj'? m D` p W u. i_j}-W F-0 o Q -' Z Q Q v _ KNOCKOUTS FOR PIPES i MIN. 4 FROM TOP AND VARIESRISER (VARIES) MINU q F W _j w q BOTTOM OF RISERS Z Ca Fz- ? 0onow DRAINAGE ENING IN 4 r NALLS AT OR IMMEDIATELY r- THEBOTTOM Of 1 • . j' v7 F- TSB ryLLJ KNOCK UT 30» MAX Lorr L@1E . _ w _ PERVI011S BACKf1LL ABOVE 1: 6" THIS ELEVATION: MAXIMUM DEPTH 3' BELOW THE TOP ; OF THIS STRUCTURE d. c{ I-•. z W tfl Q U 0 8" 5e-4» C R TAN ARD CATH BASIN TYPE X C? p Ld 0 J R SS S01ON W NOT TO SCALE J 2) -CONCEALED WATER -TIGHT PICK HOLES (SEE DETAIL "B") 0 0 DIAMETER BONDING HOLES o o nooEll 000 0 O O O O 7000 I 0 n o CONCEALED\ WATER -TIGHT \` PICK H01 -E NEOPRENE GASKET NOT TO SCALE 24-1/2" DIAMETER - 23 -7/8" DIAMETER D;=TAI 2-1/$" 3/4 1--1/ 2Dt 1 _ 1/2 I F F 2)-3/4" DIAMETER 3/4" HANDLING HOLES- 00 I 3/4„ 21-.3/4 DIAMETER1 / C„ 36" DIAMETER 48" DIAMETER aEO _ NOTES: 1, MANHOLE COVER TO BE SOLID AND WATER -TIGHT CORRESPONDING UPWITH NO VENT PER 2- THE LOWER SURFACE OF THE COVER AND THESURFACEOFTHEFRAMESHALLBEMACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT_OR FIT WITHOUT ANY TENDENCY FOR ` (HE COVER TO ROCK OR RATTLE - NOT A LENOTTO .SCALE 1 g' WIDE COMMON DRIVEWAY 2" BITUMINOUS CONCRETEOCE BINDER COURSE) LOAM AND SEED SLOPE (BOTH SIDES)—\ orp ' CID Oi 12 COMPACTED ROLLED GRAVEL SUBBASE COMMON DRIVEWAY DETAI h NOT TO SCALE MIN CROSS SLOPE OF INCH PER FOOT 3:1 SLOPES OR LESS BOTH SIDES) 4» PROCESSED GRAVEL BASE 4» BITUMINOUSCLASSE1 ( HOT 2 COURSES) SURFACE COURSE OR MATCH EXISTING, SWHICHEVER TANDARDS} IS GREATER. REPAIR PER . REMOVE EXISTING PAVEMENT AND BASE MATERIAL 4° 1.5' EXISTING PAVEMENT 1 ' BOTH SIDES SU 3GRADE j COMPACTED NATIVE / SHEETING AS MATERIAL OR REQUIRED (TYPICAL) BORROW O O \\/ TRACER BROKEN OR CRUSHED STONE PER D \\//\ M.02.05 OF FORM 814A GRADING `B' 4 12 FOUNDATION STONE .WHEN 1/4 OD 6" MIN.3' UNSUITABLE MATERIAL OR ORGANIC 12" MINIMUM IIS! \ \\ \\/\\/\\ SILT IS ENCOUNTERED AT SUBGRADE ROCK EXCAVATION TRENCH BOTTOM TRENCH IECTICN 1=0R GRAVITY SANITARY S EWER— NOT TO SCALE NOT • i . REMOVE ENTIRE WIDTH OF PAVEMENT TO PREVENT UNDRMININ 1` EN0 tN, r} r N N COco r - Oil 6) sU lu co C7 p ED T- cf) co rcflo C14~LO D.;QTn flZ Qj Ocw i J cn m E U co N Lo cf) co m M LO Q W` W U 0 CIL Z 7' 0 w. X C? p Ld 0 J W J or M Q > G) 0 Ld U. O W V L LJ O 0 z > c> f) C) w a - z0 0 Of U 2 U Ll - O U n Z O j a z Ld a W CC D a U N J Q I a Q 0 a 0 m Ln O CQ c1 lL d -I I a N 0 LliU a Z W z z W. a -' L-- U O o_ 0 Lij DATE: 07/01/2007 SCALE: AS NOTED PROJECT# 2006359 SHEET 14 OF 16 QtT QNAL-NOT USED PER UNCAS HEALTH DISTRICT TP -108 GROUP 0"-6" TOPSOIL 6"-30" BROWN FINE SANDY LOAM 30"-66" WATER NO LEDGE OBSERVED GROUND WATER @. 30" RESTRICTIVE LAYER AT 30" TP -109 0"-8" TOPSOIL 8"-33" BROWN FINE SANDY LOAM 33"-67" WATER NO LEDGE OBSERVED MOTTLING @ 32" GROUND WATER @ 33" RESTRICTIVE LAYER AT 32" TP -110 0"-8" TOPSOIL 8"-34 BROWN FINE SANDY" LOAM 34"-80" WATER NO LEDGE OBSERVED MOTTLING @ 21 " GROUND WATER @ 21 " RESTRICTIVE LAYER AT 21 TP -111 0"-7" TOPSOIL 7"-36" BROWN FINE SANDY LOAM 36"-78" WATER NO LEDGE OBSERVED MOTTLING @ 25" GROUND WATER @ 25" RESTRICTIVE LAYER AT 25" TP -124 0"-4" TOPSOIL 4"-24" BROWN FINE SANDY LOAM 24"-50" GREY LOAMY SAND NO LEDGE OBSERVED MOTTLING @ 24" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 24" TP -125 0"-5" TOPSOIL 5"-29" BROWN FINE SANDY LOAM 29"-78" GRAVELLY LOAMY SAND NO LEDGE OBSERVED MOTTLING @ 29" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 29" TP -126 0"-5" TOPSOIL 5"-24" BROWN FINE SANDY - LOAM 24"-64" GREY SILT 64"-86" GRAVELLY LOAMY SAND NO LEDGE OBSERVED MOTTLING @ 24" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 24" TP -127 LEDGE @ 45" TEST HOLE NO GOOD TP -156 0"-8" TOPSOIL 8"-24" BROWN SANDY LOAM 24"-68" COMPACT SAND, W/LENSES OF VERY FINE SAND NO LEDGE OBSERVED MOTTLING @ 24" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 24" TP -128 Q"-6" TOPSOIL 6"-40" BROWN FINE SANDY LOAM 40"-58" GREY LOAMY SAND LEDGE @ 58" NO MOTTLING OBSERVED NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 58" TP -129 LEDGE @ 34" TEST HOLE NO GOOD TP -130 LEDGE @ 24" TEST HOLE NO GOOD TP -131 LEDGE. @ 38" TEST HOLE NO GOOD QUALITY CONTROL CERTIFICATION GROUP REVIEWx'.ED DATE PROJECT MANAGER Z SURVEY 0"-8" TOPSOIL ENVIRONMENTAL 8"-33" BROWN SANDY LOAM CIVIL y I STRUCTURAL NO LEDGE OBSERVED ARCHITECTURAL NO MOTTLING OBSERVED CP LOT #015-M PROUD LQr 900`1-@@Fe = PER UNCAS HEALTH DISTRICT PER UNCAS HEALTH DISTRICT TP -9 TP -5 0"-8" TOPSOIL 0"-12" TOPSOIL 8"-33" BROWN SANDY LOAM 12"-28" BROWN SANDY LOAM 33"-97" GREY SAND 28"-60" GREY SILT NO LEDGE OBSERVED 60"-72" WATER NO MOTTLING OBSERVED NO LEDGE OBSERVED 28" NO GROUND WATER OBSERVED MOTTLING @ GROUND WATER @ 47" TP -10 RESTRICTIVE LAYER AT 28" 0"-1 1" TOPSOIL TP -151 11 "-40" BROWN SANDY LOAM 6 40"-1 07" GREY SAND 0""-10" TOPSOIL0 10"-25" BROWN SANDY LOAMNOLEDGEOBSERVED25"-70" GREY SILTNOMOTTLINGOBSERVED70"-80" WATERNOGROUNDWATEROBSERVED NO LEDGE OBSERVED TP -1 1 MOTTLING Cal 25" GROUND WATER @70" 0"-16" TOPSOIL 16"-45" BROWN SANDY LOAM RESTRICTIVE LAYER AT 25" 45"-106" GREY SAND 0"-7" TOPSOIL NO LEDGE OBSERVED TP -7 0"-12" TOPSOILNOMOTTLINGOBSERVED 12"-25" BROWN SANDY LOAMNOGROUNDWATEROBSERVED25"-78" GREY SILT TP -1 78"-90" WATER 0"-13" TOPSOIL NO LEDGE OBSERVED 13"-32" BROWN SANDY LOAM MOTTLING @ 25" 32"-98" GREY SAND GROUND WATER @'78" NO LEDGE OBSERVED' RESTRICTIVE LAYER AT 25" NO MOTTLING OBSERVED 0"-8" TOPSOIL NO GROUND WATER OBSERVED 03" TOPSOIL0""- 11 DATA 13"-26" BROWN SANDY LOAMPERE = 26"-60" GREY .SAND DEPTH OF HOLE 20 60"-70" WATER TIME DEPTH NO LEDGE OBSERVED 0 MIN. 2" MOTTLING @ 26" 5 MIN, 7" GROUND WATER @ 60" 10 MIN. 11 RESTRICTIVE LAYER AT 26" Y4" 20 MIN. 13 NO GROUND WATER OBSERVED 30 MIN. 15 Y2" PER 40 MIN. 17 Y4" 50 MIN 19 Y$" rr DEPTH OF HOLE 18 60 MIN. DRY TIME DEPTH NO LEDGE OBSERVED 0 MIN. 3rr SEEM AREA 5MIN . 6 Via" PROPOSED RESERVE_ 10 MIN. 8 y$r, PERCOLATION RATE = 5 MINUTES/INCH 20 MIN. 9 Y2" 10 3/s" 4 BEDROOM RESIDENCE 30 MIN. REQUIRES 660 SF OF LEACHING AREA 40 MIN. 50 MIN. 12 Y2" PROVIDE '3 ROWS OF 75' (48" WIDE), TRENCHES 60 MIN. 13 Y2" EFFECTIVE LEACHING AREA = - SF 4D MIN. 9" M.L.S.S. REQUIRED = 24.0 x 2.0. x 1.2 = 57.6' AREAM.L.S.S. PROVIDED = 75' - RD ASD SEPTIC -RESERVE MOTTLING @ 20'> PERCOLATION RATE - 10 MINUTES/INCH NO GROUND WATER OBSERVED 4 BEDROOM RESIDENCE RESTRICTIVE LAYER AT 20" REQUIRES 660 SF OF LEACHING AREA RESTRICTIVE LAYER AT 20" PROVIDE 3 ROWS OF 75' (48" WIDE) TRENCHES REQUIRES A SEPTIC SYSTEM DESIGNED EFFECTIVE LEACHING AREA - 675 SF 4 , ,",: Vii% M.L.S.S. REQUIRED = 30 x 2.0 x 1.2 = 72' x yh M.L.S.S. PROVIDED = 75' NO MOTTLING OBSERVED REQUIRES A SEPTIC SYSTEM DESIGNED BY A PROFESSIONAL ENGINEER. PRQPOSM LE 001 5-M PER UNCAS HEALTH DISTRICT TP -16 0"-6" TOPSOIL 6"-29" BROWN SANDY LOAM 29"-66" GREY COMPACT LOAMY SAND, MOTTLED NO LEDGE OBSERVED MOTTLING @ 29" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 29" TP -159 . 0"-7" TOPSOIL 7"-27" BROWN SANDY LOAM 27"-67" GREY COMPACT SANDY LOAM, MOTTLED LEDGE @ 37", REFUSAL MOTTLING @ 27" GROUND WATER @ 68" RESTRICTIVE LAYER AT 22" TP -158 0"-7" TOPSOIL 7"-27" BROWN SANDY LOAM 27"-67" GREY COMPACT LOAMY SAND, MOTTLED NO LEDGE OBSERVED MOTTLING @ 26" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 26" TP -157 0"-8" TOPSOIL 8"-26" FINE SANDY LOAM 26"-42" GREY COMPSCT MOTTLED SANDY LOAM 42"-73" GREY SAND W/ LENSES OF SILT NO LEDGE OBSERVED MOTTLING @ 26" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 26" TP -156 0"-8" TOPSOIL 8"-24" BROWN SANDY LOAM 24"-68" COMPACT SAND,, W/LENSES OF VERY FINE SAND NO LEDGE OBSERVED MOTTLING @ 24" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 24" TP -203 30" REFUSAL TP -204 0"-7" TOPSOIL 7"-30" SANDY LOAM 30"-69" LOAMY SAND, MOTTLES @30" NO LEDGE OBSERVED NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 3" PERCOLATION RATE - 10 MINUTES/INCH 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 3 ROWS OF 75' (48" WIDE) TRENCHES EFFECTIVE LEACHING AREA = 675 SF M.L.S.S. NEED NOT BE CONSIDERED DO TO DEPTH TO RESTRICTIVE LAYER >60 M.L.S.S. PROVIDED = 75' TEST PITS & PROEMED LCT f015-001 PROPOSED LOT #091-OF1 PER UNCAS HEALTH DISTRICT PER UNCAS HEALTH DISTRICT TP -17 TP -150 0"-9" TOPSOIL 0"-6" TOPSOIL 9"-24" BROWN SANDY LOAM 6"-18" BROWN SANDY LOAM 24"-110" SAND AND GRAVEL . 18"-80" GREY SILT LOAM NO LEDGE OBSERVED NO LEDGE OBSERVED NO MOTTLING OBSERVED GROUND WATER @ 73" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 26" TP -1 TP -151 0"-9" TOPSOIL 0"-6" TOPSOIL 9"-25" BROWN SANDY LOAM 6"-19" BROWN SANDY LOAM 25"-94" SAND AND GRAVEL 19"-74" GREY SILT LOAM NO LEDGE OBSERVED NO LEDGE OBSERVED NO MOTTLING OBSERVED GROUND WATER @ 70" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 33" TP -19 TP -152 0"-3" TOPSOIL 0"-7" TOPSOIL 3"-98" SAND AND GRAVEL 7"-18" BROWN SANDY LOAM NO LEDGE OBSERVED 18"-75" COMPACT SILT LOAM, MOTTLED NO MOTTLING OBSERVED NO LEDGE OBSERVED NO GROUND WATER OBSERVED MOTTLING @ 18" REQUIRES A SEPTIC SYSTEM DESIGNED GROUND WATER @ 70" TP RESTRICTIVE LAYER AT 18" 0"-8" TOPSOIL 42"-86" WATER 8"-105" SAND AND GRAVEL TP -153 NO LEDGE OBSERVED 0"-8" TOPSOIL NO MOTTLING OBSERVED 8"-21 " FINE SANDY LOAM NO GROUND WATER OBSERVED 21'r-82" COMPACT SAND W/ LENSES OF S M.L.S.S. PROVIDED = 75' NO LEDGE OBSERVED TP -200 IV01j ri «ice it wv s i civv @ 21 0"-6" TOPSOIL GROUND WATER @ 77" 6"-24" SANDY LOAM AND GRAVEL RESTRICTIVE LAYER AT 2.1" 24"-87" SAND AND GRAVEL 6"-13" BROWN FINE NO LEDGE OBSERVED TP -201 NO MOTTLING OBSERVED 0"-10" TOPSOIL NO GROUND WATER OBSERVED 10"-22" FINE SANDY LOAM MOTTLING @ .36" 22"-34" . SILTY LOAM, MOTTLED E!= Eff DATA 34"-80" VERY FINE SAND W/SILT RESTRICTIVE LAYER AT 36" NO LEDGE OBSERVED DEPTH QF' HOLE 18" MOTTLING @ 22" TIME DEPTH NO ,GROUND WATER OBSERVED 0 MIN, 1 3/4" RESTRICTIVE LAYER AT 22" 5 MIN. 4 y4„ 20"---54" GREY LOAMY SAND20 10 MIN. 5' Y4" TP -202 20 MIN. 7" 0„-12" TOPSOIL 30 MIN. 8 Ya" 12"-20" VERY FINE SANDY LOAM 4D MIN. 9" 20"-89" VERY - FINE SAND W/SILT 50 MIN, 10" NO LEDGE OBSERVED 60 MIN. 1 1 " MOTTLING @ 20'> PRCPOSED SEEM RESERVE AREA NO GROUND WATER OBSERVED PERCOLATION 'RATE. - 10 MINUTES/INCH RESTRICTIVE LAYER AT 20" PERCOLATION RATE - 10 MINUTES/INCH 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 3 ROWS OF 75' (48" WIDE) TRENCHES EFFECTIVE LEACHING AREA = 675 SF M.L.S.S. NEED NOT BE CONSIDERED DO TO DEPTH TO RESTRICTIVE LAYER >60 M.L.S.S. PROVIDED = 75' SEPTIC DESIG 280EQSEQ _ LO! Id01-F PER UNCAS HEALTH DISTRICT TP -205 0 0"-6" TOPSOIL TP -11 6"-23" SANDY LOAM 0"-6" TOPSOIL 23"-80" LOAMY SAND 6"-19" BROWN FINE SANDY LOAM NO LEDGE OBSERVED 19"-34" GREY LOAMY SAND MOTTLING Q 23" 34"-72" WATER NO GROUND WATER OBSERVED NO LEDGE OBSERVED RESTRICTIVE LAYER AT 23" MOTTLING @ 19" 0"-4" TOPSOIL 4"---I9" BROWN FINE SANDY GROUND WATER @ 34" PERC TEST DATA RESTRICTIVE LAYER AT 19" DEPTH OF HOLE 18 TP -113 TIME DEPTH 0"-4" TOPSOIL 0 MIN. 3 Y2" 4"- 19"BROWN FINE SANDY LOAM 5 MIN, 5 Y4" 19"-49" GREY LOAMY SAND 10 MIN. 8" 49"-100" WATER 20 MIN. 10 Y4„ NO LEDGE OBSERVED 30 MIN. 12))Ya MOTTLING @ 19" >, 40 MIN. 14 GROUND WATER @ 28 50 MIN, 16); RESTRICTIVE LAYER AT 19" 60 MIN. 18 Y2 NO GROUND WATER OBSERVED NO GROUND WATER OBSERVED TP --114 F 0, 0"-4" TOPSOIL REQUIRES A SEPTIC SYSTEM DESIGNED 4"-21 " BROWN FINE SANDY LOAM pFPCOLATIO"I RATE = 4.5 MINUTES/INCH 21 "-42" GREY LOAMY SAND 4 BEDROOM RESIDENCE 42"-86" WATER REQUIRES 660 SF OF LEACHING AREA NO LEDGE OBSERVED PROVIDE 3 ROWS OF 75' (48" `NIDE) TRENCHES MOTTLING @ 21" EFFECTIVE LEACHING AREA = 660 SF GROUND WATER @ 35" M.L.S.S. REQUIRED = 34 x 2.0 x 1.0 = 68' RESTRICTIVE LAYER.. AT 21" M.L.S.S. PROVIDED = 75' 9"-a-28" BROWN SANDY LOAM 2"-32" BROWN SANDY LOAM. TP -115 4"-40" BROWN FINE SANDY 0"-4" TOPSOIL 28"-98" SAND AND GRAVEL 4"-36" BROWN FINE SANDY LOAM 6"-13" BROWN FINE 36"-56" GREY LOAMY SAND 40"-71 " GREY LOAMY SAND 56"-80" WATER NO LEDGE OBSERVED NO LEDGE OBSERVED 13"-84" WATER MOTTLING @ .36" NO MOTTLING OBSERVED GROUND WATER @ 44" STOPSOIL0 -3 RESTRICTIVE LAYER AT 36" 4 BEDROOM RESIDENCE PERC TEST DATA DEPTH OF HOLE 18" GROUND WATER @ 100 TIME DEPTH LOAM 0 MIN. 4" GROUND WATER @ 13" 5 MIN.. .5 y2» 20"---54" GREY LOAMY SAND20 10 MIN. 8" PROVIDE 2 ROWS OF 110' (48" WIDE) TRENCHES TP -15 20 MIN. 10 Ys" WATER 30 MIN. 12" EFFECTIVE LEACHING AREA = 660 SF M.L,S.S. REQUIRED~ = 42 x 2.0 x 1.2 = 100.8' 0"-9" TOPSOIL 40 ' MIN. 13 Y4" NO LEDGE OBSERVEDED" 50 MIN. 15 3/4" M.L.S.S, PROVIDED = 104' 60 MIN. 17" 7"-32" BROWN SANDY LOAM PRCPOSED SEEM RESERVE AREA TP -106 PERCOLATION 'RATE. - 10 MINUTES/INCH 26"---101" SAND AND GRAVEL 4 BEDROOM RESIDENCE RESTRICTIVE LAYER AT 20" REQUIRES 660 SF OF LEACHING AREA REQUIRES A SEPTIC SYSTEM DESIGNED PROVIDE 1 ROWS OF 4'x8'x1' LEACHING GALLERY 4 , ,",: Vii% EFFECTIVE LEACHING AREA = 660.8 SF M.L.S.S. REQUIRED = 30.0 X 2.0 X 1.2 = 72' x yh M.L.S.S. PROVIDED = 115' NO MOTTLING OBSERVED MOTTLING @ 42" REQUIRES A SEPTIC SYSTEM DESIGNED 0"-5" TOPSOIL BY A PROFESSIONAL ENGINEER. NO GROUND WATER OBSERVED 0"-4 TOPSOIL 6"-32" BROWN FINE SANDY LOAM SEPTIC DESIG N PROPOSED LOT 1-®F3 PER UNCAS HEALTH DISTRICT 0 E!ROfflSLOT ,;.1 E. PER UNCAS HEALTH DISTRICT PROP ED ®01- ®-Ca iT d P®SED LCT i 15-Q PER UNCAS HEALTH DISTRICT PRS SED ECT ®°--DC3 PER UNCAS HEALTH DISTRICT PR+CPCSED LC?T ' D .; D PER UNCAS HEALTH DISTRICT TP -100 TIME DEPTH 0 MIN. 2 Ya" TP -13 TP -21 0-5" TOPSOIL 10 MIN. 6 5/a DEPTH OF HOLE 18" 0"-7" TOPSOIL 0"--3" TOPSOIL 0"-4" TOPSOIL 4"---I9" BROWN FINE SANDY LOAM TIME DEPTH 7"-42" BROWN SANDY LOAM 3"-29" BROWN SANDY LOAM 19"-53" GREY LOAMY SAND 60 MIN. 13 Ys" - 0 MIN, 2,p l 42» -99>, GREY SAND 29, -101 GREY SANDY TILL 53"-80" WATER 66"-88" WATER 5 MIN. 4" NO LEDGE OBSERVED NO LEDGE OBSERVED 29" NO LEDGE OBSERVED REQUIRES 660 SF OF LEACHING AREA 10 MIN, 5 Y2" NO MOTTLING OBSERVED MOTTLING @ MOTTLING @ 19" NO LEDGE OBSERVED 20 MIN, 6/¢" NO GROUND WATER OBSERVED NO GROUND WATER OBSERVED GROUND WATER @ 53" F 0, 30 MIN. 7 Y2" REQUIRES A SEPTIC SYSTEM DESIGNED RESTRICTIVE LAYER AT 29-" y RESTRICTIVE LAYER AT 19" RESTRICTIVE LAYER AT 19" 40 MIN. 8 YL" TP -14 TP -117 Li TP -105 50 MIN. 9 Y2" 60 MIN. 10 3/4" 0"-9" TOPSOIL T 0"-2" TOPSOIL TP-1 21 0 0"-6" TOPSOIL 9"-a-28" BROWN SANDY LOAM 2"-32" BROWN SANDY LOAM. LEDGE @ 32" TEST" HOLE NO GOOD 4"-40" BROWN FINE SANDY LOAM 28"-98" SAND AND GRAVEL 32"-101" GREY SANDY TILL 6"-13" BROWN FINE SANDY LOAM 40"-71 " GREY LOAMY SAND NO LEDGE OBSERVED NO LEDGE OBSERVED TP- 2 13"-84" WATER PERCOLATION RATE = 9 MINUTES/INCH NO MOTTLING OBSERVED MOTTLING @ 32" >, STOPSOIL0 -3 V) 4 BEDROOM RESIDENCE NO GROUND WATER OBSERVED GROUND WATER @ 100 20" BROWN FINE SANDY LOAM REQUIRES 660 SF OF LEACHING AREA GROUND WATER @ 13" RESTRICTIVE LAYER AT 32" 20"---54" GREY LOAMY SAND20 F- PROVIDE 2 ROWS OF 110' (48" WIDE) TRENCHES TP -15 WATER 13" EFFECTIVE LEACHING AREA = 660 SF M.L,S.S. REQUIRED~ = 42 x 2.0 x 1.2 = 100.8' 0"-9" TOPSOIL P-2354"-64 0"---7" TOPSOIL NO LEDGE OBSERVEDED" LL. M.L.S.S, PROVIDED = 104' 9"-26" BROWN SANDY LOAM 7"-32" BROWN SANDY LOAM @ 20'> 3RO DNATER @ 36" GROUNND` TP -106 26"---101" SAND AND GRAVEL 32"-84" - GREY SANDY TILL RESTRICTIVE LAYER AT 20" LAJ REQUIRES A SEPTIC SYSTEM DESIGNED NO LEDGE OBSERVED NO LEDGE OBSERVED I w 0 TP -118 BY A PROFESSIONAL ENGINEER. NO MOTTLING OBSERVED MOTTLING @ 42" 0"-6" TOPSOIL V) 0"-5" TOPSOIL NO GROUND WATER OBSERVED NO GROUND WATER OBSERVED 0"-4 TOPSOIL 6"-32" BROWN FINE SANDY LOAM 5"-36" BROWN FINE SANDY RESTRICTIVE LAYER AT 42" 4"-25" BROWN FINE SANDY LOAM 32"-51 GREY LOAMY TP --16 TP -24 25"-60,r G{ GREY LOAMY SAND NO LEDGE OBSERVED IIT rs rr { 0$ l- - 4 TOPSOIL 3424 BROWN SANDY LOAM s> 0 -3 TOPSOIL 60""-'76" WAITR NO '-EDGE OBSERVED D 0 cy MOTTLING @ 23" 24"-90" SAND AND GRAVEL 3" -27" BROWN SANDY LOAM MOTTL !N0 @ 3;J" „ 30 NO LEDGE OBSERVED LLJ NO LEDGE OBSERVED 27"-94" GREY SANDY TILL GROUND WA I ER @ RESTRICTIVE LAYER AT 30" MOTTLING @ 36" NO MOTTLING OBSERVED NO LEDGE OBSERVED L GROUND WATER @ 37" SCALE: AS NOTED NO GROUND WATER OBSERVED MOTTLING @ 24" T'1 RESTRICTIVE LAYER AT GROUND WATER @ 93" , 0'-4" TOPSOIL TP --107 PRQ am RESTRICTIVE LAYER AT 244 4"-24" BROWN FINE SANDY LOAM 0"--7" TOPSOIL DEPTH OF HOLE. 18" EWE 24"-53" GREY LOAMY SAND TP -119 7"-20" BROWN . FINE SANDY LOAM 53"-76" WATER 0"-4" TOPSOIL TIME DEPTH 0 MIN. 2 Y$ DEPTH OF HOLE 18."NO LEDGE OBSERVED 5"-24" BROWN FINE SANDY LOAM 5 MIN. 4 y TIME DEPTH 4" MOTTLING @ 24>' GROUND WATER @ 53" 24"-53" GREY LOAMY 10 MIN. 5 / 20 MIN, 7" MI0N 5 MIN. 7 Y4" RESTRICTIVE LAYER AT 24" NO LEDGE OBSERVED 30 MIN. 8 Y4 910MIN, " 48"-68" WATER MOTTLING @ 20" 40 MIN. 9 Y4>= 20 MIN. 10 3/4" PSR A`TA NO LEDGE OBSERVED 50 MIN. 10" 60 MIN. 11 " 30 MIN. 12" 40 MIN. 13 Y$" DEPTH OF HOLE 18" MOTTLING @ 36" 50 MIN, 14" TIME DEPTH RESTRICTIVE LAYER AT 53" EaQf!0ED 5UMQ R--- E AREA 60 MIN. 15" 0 MIN. 2» 5 MIN. 4 Y4" PERCOLATION RATE = 10 MINUTES/INCH PHQEQSED 5EMC IR 10 MIN, 5 2" 20 MIN. ysr> 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PERCOLATION RATE = 10 MINUTES/INCH 8 Y4" 30 MIN, 9" PfROVIDE 3 ROWS OF 75' (48" WIDE) TRENCHES 4 BEDROOM RESIDENCE INiN.. . 40 M 10EFFECTIVELEACHINGAREA = 675 SF REQUIRES 660 SF OF LEACHING AREA 50 M' 11M.L.S.S. NEED. NOT BE CONSIDERED DO TO PROVIDE 3 ROWS OF 75' (48" WIDE) TRENCHES 60 MIN. DEPTH TO RESTRICTIVE LAYER >60" EFFECTIVE LEACHING AREA = 675 SF M.L.S.S. PROVIDED - 75' M.L.S.S. REQUIRED .= 30.0 x 2.0 x 1.2 = 72' pjjjEQ5ED_,sEEMQ_RESE&E AR M.L.S.S. PROVIDED = 75' PERCOLATION RATE = 10 MINUTES/INCH r 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 1 ROW OF 4'X8'X1' LEACHING GALLERY(S) EFFECTIVE LEACHING AREA - 660.8 SF M.L.S.S. REQUIRED = 42.0 x 2.0 x 1.2 = 100,8' M.L.S.S, PROVIDED = 112' EROEMED L9I 01 -EA PER UNCAS HEALTH DISTRICT PERC TES' DATA PROPOSED LOT 1-®F3 PER UNCAS HEALTH DISTRICT 0 E!ROfflSLOT ,;.1 E. PER UNCAS HEALTH DISTRICT TP -1 16 TP --104 DEPTH OF HOLE 18" TP -100 TIME DEPTH 0 MIN. 2 Ya" 0"-4" TOPSOIL 5 MIN. 4 %)) 0-5" TOPSOIL 10 MIN. 6 5/a 0"-6" TOPSOIL 20 MIN. 8 Y2„ 4"-4f0" BROWN FINE SANDY LOAM' 5"-30" BROWN FINE SANDY LOAM 6"-27" BROWN FINE SANDY LOAM 40"-66" GREY LOAMY SAND 60 MIN. 13 Ys" - 30"-78" WATER PROP CSED SEPTIC RESERVE AREA 27"-35" GREY SAND o 66"-88" WATER PERCOLATION RATE = 10 MINUTES/INCH NO LEDGE OBSERVED 4 BEDROOM RESIDENCE 35"-98" WATER REQUIRES 660 SF OF LEACHING AREA NO LEDGE OBSERVED PROVIDE 3 ROWS OF 75' (48"• WIDE) TRENCHES MOTTLING @ 19" EFFECTIVE LEACHING AREA =. 675 SF NO LEDGE OBSERVED M.L.S.S. REQUIRED = 26.0 X 2.0 X 1.2 = 62.4' GROUND WATER @ 66" M.L.S.S. PROVIDED = 75' GROUND WATER @ 19 F 0, GROUND WATER @ 35" REQUIRES A SEPTIC SYSTEM DESIGNED RESTRICTIVE LAYER AT 66" BY A PROFESSIONAL ENGINEER. RESTRICTIVE LAYER AT 19" RESTRICTIVE LAYER AT 35" TP -117 Li TP -105 TP -101 CL Alp TOPSOIL 0 0"-6" TOPSOIL 0"-6" TOPSOIL 00 4"-40" BROWN FINE SANDY LOAM 6"-20" BROWN FINE SANDY LOAM 6"-13" BROWN FINE SANDY LOAM 40"-71 " GREY LOAMY SAND 20"-81 " WATER I 13"-84" WATER U) 71"-80" WATER NO LEDGE OBSERVED V) NO LEDGE OBSERVED NO LEDGE OBSERVED O GROUND WATER @ 20" GROUND WATER @ 13" MOTTLING @ 40"- F- RESTRICTIVE LAYER AT 20" RESTRICTIVE LAYER AT 13" GROUND WATER @ 40 LL. TEST HOLE NO GOOD RESTRICTIVE LAYER AT 40" TP -106 Q I w z LAJ 0"-4" TOPSOIL TP -102 I w 0 TP -118 mac) 4"-23" BROWN FINE SANDY LOAM 0"-6" TOPSOIL V) 0"-5" TOPSOIL 33"-52" GREY LOAMY SAND D 6"-32" BROWN FINE SANDY LOAM 5"-36" BROWN FINE SANDY LOAM 52"-96" 'WATER 32"-51 GREY LOAMY SAND 36"-65" GREY LOAMY SAND 0 L NO LEDGE OBSERVED 0 w 51 "-72" WATER 65"_?7" 4"dATER D 0 cy MOTTLING @ 23" 0 6)- w NO LEDGE OBSERVED U w z NO LEDGE OBSERVED LLJ GROUND WATER @ 48» 0- MOTTLING @ 32 MOTTLING @ 36" U RESTRICTIVE LAYER AT 23" L GROUND WATER @ 37" SCALE: AS NOTED GROUND WATER @ 36" RESTRICTIVE LAYER AT 32" RESTRICTIVE LAYER AT 36 TP --107 0"--7" TOPSOIL TP -103 TP -119 7"-20" BROWN . FINE SANDY LOAM 0"-5" TOPSOIL 0"-4" TOPSOIL 20"-55" GREY LOAMY SAND 5"-24" BROWN FINE SANDY LOAM 4"-36" BROWN FINE SANDY LOAM 55"-96" WATER 24"-53" GREY LOAMY SAND 36"-48 GREY LOAMY SAND NO LEDGE OBSERVED 53"-76" WATER 48"-68" WATER MOTTLING @ 20" NO LEDGE OBSERVED NO LEDGE OBSERVED GROUND WATER @ 32" GROUND WATER @ 53" MOTTLING @ 36" RESTRICTIVE LAYER AT 20" RESTRICTIVE LAYER AT 53" GROUND WATER @ 48 PERC TES' DATARESTRICTIVELAYERAT36" 0 PERC TEST_ DATA DEPTH OF HOLE 17" TIME DEPTH DEPTH OF HOLE 18" 0 MIN- 3" 5 MIN. 6 3/a" TIME DEPTH 0 MIN. 2 Ya" 10 MK 8 Y$" 5 MIN. 4 %)) 20 MIN. 10 10 MIN. 6 5/a 30 MIN. 11y4" 20 MIN. 8 Y2„ 40 M.IN. 12,) 30 MIN. 9 3/4'' 50 MIN. 13„ 40 MIN. 1 1 " 60 MIN. 14,} 50 MIN. 12" 60 MIN. 13 Ys" - PRQPOSED_ SEPTIC RESERVE AREA PROP CSED SEPTIC RESERVE AREA PERCOLATION RATE = 1.0 MINUTES/INCH o 4 BEDROOM RESIDENCE PERCOLATION RATE = 10 MINUTES/INCH REQUIRES 660 SF OF LEACHING AREA 4 BEDROOM RESIDENCE PROVIDE 1 ROWS OF 4'x8'x1' LEACHING GALLERY REQUIRES 660 SF OF LEACHING AREA EFFECTIVE LEACHING AREA = 660.8 SF PROVIDE 3 ROWS OF 75' (48"• WIDE) TRENCHES M.L.S.S. REQUIRED = 42..0 X 2.0 X 1.2 = 100.8' EFFECTIVE LEACHING AREA =. 675 SF M.L.S.S. PROVIDED = 115' M.L.S.S. REQUIRED = 26.0 X 2.0 X 1.2 = 62.4' M.L.S.S. PROVIDED = 75' REQUIRES A SEPTIC SYSTEM DESIGNED F 0, BY A PROFESSIONAL ENGINEER. REQUIRES A SEPTIC SYSTEM DESIGNED BY A PROFESSIONAL ENGINEER. r` PBQEQSED LOT 1 -Dry CD iii ED PER UNCAS HEALTH DISTRICT TP -155 0"-8" TOPSOIL 8"-33" BROWN SANDY LOAM 33"-67" MEDIUM COMPACT SAND, MOTTLED NO LEDGE OBSERVED MOTTLING @ 33" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 33" TP -154 0"-6" TOPSOIL 6"-27" BROWN SANDY LOAM . 27"-78" MEDIUM COMPACT SAND, MOTTLED NO LEDGE OBSERVED MOTTLING @ 26" Y NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 26" PERC TEST DATA DEPTH OF HOLE 18" TIME DEPTH 0 MIN. 4" 5 MIN. 6 Y2" 10 MIN. 8 Y4" 20 MIN. 10 3/4" 30 MIN, 13" 40 MIN. 15 Ys" 50 MIN. 17" 60 PAIN. -" PROEQED S PT1C RESERVE AREA PERCOLATION RATE = 4.8 MINUTES/INCH 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 3 ROWS OF 75' (48" WIDE) TRENCHES EFFECTIVE LEACHING AREA = 660 SF M.L.S.S. REQUIRED = 24 X 2.0 - X 1.0 = 48' M.L.S.S. PROVIDED = 75' REQUIRES A SEPTIC SYSTEM DESIGNED BY A PROFESSIONAL ENGINEER. N 9/27/06, TESTHOLE(S) 1--24, OBSERVED BY DAVID COUGHLON, IAN COLE 1/9/07, TESTHOLE(S) 100-132, OBSERVED BY DAVID COUGHLON, IAN COLE 6/12/07, TESTHOLE(S) 150-164, OBSERVED BY DAVID COUGHLON, IAN COLE 10/29/07, TESTHOLE(S) 200-205, OBSERVED BY DAVID COUGHLON, IAN -COLE 1 TP -161 - 0"-6" TOPSOIL 6"-27" BROWN SANDY LOAM 27"-52" VERY FINE SAND 52"-81 " SAND AND GRAVEL NO LEDGE OBSERVED MOTTLING Cal 27" GROUND WATER @. 78" RESTRICTIVE LAYER" AT 27" TP -162 0"-7" TOPSOIL 7"-22" BROWN SAND( LOAM 2.2"-41 " VERY FINE SAND 41 "-70" SAND AND GRAVEL NO LEDGE OBSERVED MOTTLING @ 22" GROUND WATER @ 68" RESTRICTIVE LAYER AT 22" TP -163 0"-5" TOPSOIL 5"-24" BROWN SANDY LOAM 24"-72" TAN/OLIVE VERY FINE SAND W/LENSES OF SILT NO LEDGE OBSERVED MOTTLING @ 24" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 24" TP -164 0"-6" TOPSOIL 6"-24" BROWN SANDY LOAM 24"-50" FINE SAND W/LENSES OF SILT 50"-84'' SAND AND GRAVEL NO LEDGE OBSERVED MOTTLING @ 24" NO GROUND WATER OBSERVED RESTRICTIVE LAYER AT 24" PERC TEST DATA DEPTH OF HOLE 18" TIME DEPTH 0 MIN. 3" 5 MIN. 6 3/4" 10 MIN. 6 Y2" 20 MIN. 8" 30 MIN. 9 4" 40 MIN. 10 Y2" 50 MIN. 11 3/4" 60 MIN. 13" PROPOSED 501C RESERVE AREA PERCOLATION RATE = 8.0 MINUTES/INCH 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 3 ROWS OF 75' (48" WIDE) TRENCHES EFFECTIVE LEACHING AREA = 660 SF M.L.S.S. REQUIRED. = 28 x 2.0 x 1.2 = 67.2' M.L.S.S. PROVIDED = 75' REQUIRES A SEPTIC SYSTEM DESIGNED BY A PROFESSIONAL ENGINEER. Lin E r N ` CO co M 0 c: c 0 5 (D CL CO tooo 0~vt`n C:) ptn U Q v 0 _ z 20o co 00`' ca U Mw N to m m to M to SHEET 13 OF 16 c7 0 0 W z J 0 ui V w o a Q ui iELd U z o V c) 0 U wW z 0 V) s Li z J F 0, z o Li D LL_ CL 0 w If Z 0 0 00 j Q w L CL 0 I U) N Z V) O y) F- ui LL. 0 Q I w z LAJ 0 7) a I w 0 mac) m V) D W SHEET 13 OF 16 c7 0 0 W z J 0 z O F- V w o a Q iELd U z o c) 0 U wW z 0 V) s Li z J F 0, z o ry 0 0 0 Q 0 D I- c\a N N 0 Q) Q I w z 0 7) a I w 0 mac) m D L 0 z 0 L 0 w Ljj VL D 0 cy Y 0 0 0 6)- w 3: U w z 0 0 0 LLJ 0- m 0 U U L GATE: 07/01/2007 SCALE: AS NOTED PROJECT# 2006359 SHEET 13 OF 16 SILT FENCE CHECK. SEE SILT FENCE SPECIFICATIONS. 1.5"x1.5"x42" STAKE DRIVEN ON DOWNSLOPE SIDE OF TRENCH EXTEND 8" OF;SILT FENCE BELOW GRADE ANGLE STAKE 2' - 20' UPSLOPE SET STAKE 12" MINIMUM INTO GRADE STAKED HAYBALES MAY BE SUBSTITUTED FOR SILT FENCE SILT FENCE LOCATED 5 -10' FROM TOE OF SLOPE SUBGRADE-/ BACKFILLED TRENCH SIT FENCE AT TOE OF SLOPE APPLICATION 1. SET POST AND ANGLE 100 EXCAVATE A 6" X 6" UPSWEEP - FOR POSTS-- TRENCH, SET POST STABILITY AND DOWN SLOPE SELF CLEANING Joe TRENCH TO BE 8' III]~ fill"" WIDE BY 6^ H|0H ' 2IIIIJilltill ="` fill fill DEPTHfill FILTER -2. ATTACH FILTER ` -FABRIC TO THE POSTS AND EXTEND IT 8^ INTO THE . fill fill )III fill fill fill I ml fill vxx POSTS IF 5. BACKFILL THE TRENCHFBACKFILLMAX I AND COMPACT THE COMPACTED 36 EXCAVATED SOIL. lilt fill S fill lilt BOTTOM OF DRA]NAQEWAY IV ELEVATION p0NT^A^ SHOULD BE HIGHER THAN PO|NT^B^ PLAN VIEW PLACEMENT AND CONSTRUCTION OF A SILT FENCE NTS STAKE STRAW BALE BINDING WIRE OR /vnmc BACKFILL AND COMPACT EXCAVATED MATERIAL ALONG UPSL0PE SIDE OF HAYBALES TO A MINIMUM HEIGHT OF 4^ EXISTING GROUNDYHLA PLACE AND STAKE STRAW BALE. TWO STAKES PER BALE MAK/NG SURE THE BINDING WIRE OR TUNE DOES NOT MAKE CONTACT VOTH THE GROUND PLACEMENT AND CONSTRUCTION OF A STRAW BALE BARRIER QUALITY CONTROL CERTIFICATION NTS GROUP REVIEWED DATE PROJECT MANAGER If/ -97/e7 SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL EROSION AND SEDIMENTATION CONTROL N ARR .AT|UE, NOTES DETAILS PROJECT NARRATIVE EROSION & SEDIMENT CONTROL OPERATIONS AND M/\INTENAN EROSION AND SEDIMENTATION CONTROL AND RESTORATION MEASURES SHALLTH|S PROJECT, CONSISTS OF THE DEVELOPEMENTDF FOURTEEN (14) BUILDABLE LOTS CONFORM TO THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION ANDON89.72 ACRES|N THE TOWN OF M0NTNLLE^ CONNECTICUT. THE LOCATION OF THE SEDIMENTATION CONTR0L", PUBLISHED BY THE CONNECTICUT COUNCIL.OF SOILSITEBONTHENORTHANDSOUTH30E3OFMA3APEAQROADTOTHEEASTOFTHE INTERSECTION WITH K|TEMAVC ROAD, THESE LOTS WILL CONSIST OF A DRIVEWAY, AND WATER CONSERVATION AND THE CONNECTICUT DEPARTMENT OF RESIDENTIAL STRUCTURE' PAVED PARKING, SEPTIC SYSTEM, AND UNDERGROUND ENVIRONMENTAL PROTECTION; (CT) AND TO TOWN OF MDNTv|LLE REULAlON3' UTILITIES. B. INSTALLATION OFSEDIMENT AND EROSION CONTROLS SUCH AS HAYBALES AND SILT FENCES SHALL BE ESTABLISHED PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITIES, . C ALL STOCKPILED MATERIAL SHALL BE RINGED WITH HAYBALES OR SILT PENCESCONSTRUCTIONSEQUENCE FOR INDIVIDUAL LOTS C. ANY MATERIAL TO BE STOCKPILED LONGER THAN 14 DAYS SHALL BE STABILIZED A. STAKEOUT UM|T0F0STURBANCE. EL HOLD A PREC8NSTRUC 0N MEETING. C. CONTACT "CALL BEFORE YOU DIG" AT 1-800-92Z- (CT) TWO (2) WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. D. INSTALL ALL TREE PROTECTION MEASURES. . E., INSTALL THE CONSTRUCTION ENTRANCE. F. PERIMETER FILTER (3|| FENCE OR HAYBALES), Q. PERFORM ALL NECESSARY CLEARING AND GRUBBING OPERATIONS.. H. EXCAVATE ALL STUMPS LOCATED IN THE STRUCTURAL AREA AND REMOVE TO A DISPOSAL SITE OR STOCKPILE AREA TO BE CHIPPED. STUMPS IN NON-STRUCTURAL AREAS MAY BE GROUND IN PLACE OR CUT FLUSH WITH THE GROUND LEVEL STRIP ALL TOPSOIL WITHIN THE FOOTPRINT OF THE CONSTRUCTION SITE. STOCKP|L[ ALL TOPSOIL IN AN APPROVED AREA AND SECURE WITH EROSION AND SEDIMENT CONTROLS J. J. ROUQH GRADE LOT AND DRIVEWAYS. K. FOUNDATIONSFOUNDAN AND STOCKPILE MATERIAL AS REQUIRED. L INSTALLATIONT0 |N TALL ON 0F SURFACE WATER CONTROLS SUCH AS. TEMPORARY DIVERSIONS AND STONE DIKES, INSPECT EXISTING CONDITIONS TO ENSURE DISCHARGE LOCATIONS ARE TABLE- IF NOT STABLE, REVIEW DISCHARGE CONDITIONS WITH THE DESIGN ENGINEER AND IMPLEMENT ADDITIONAL STABILIZATION MEASURES PRIOR TO INSTALLING WATER SURFACE CONTROLS. M. STABILIZE CUT AND RLL SLOPES.~ N. INSTALL SERVICE UTILITIES. O. FINISH GRADE DRIVEWAYS. P. INSTALL PROCESS AGGREGATE IN PARKING AREAS. Q. PLACE TOPSOIL WHERE REQUIRED. COMPLETE THEPERIMETER LANDSCAPE PLANTINGS. R. FINISH GRADE SIDE SLOPES, SEED AND MULCH. S. CONSTRUCT FOUNDATION AND ERECT STRUCTURES. T. UPON SUBSTANTIAL COMPLETION OF THE BUILDING, COMPLETE THE BALANCE OF SITE WORK AND STABILIZATION OF ALL OTHER DISTURBED AREAS, 8%.U. INSTALL BINDER COURSE OF PAVING, IF OVER V. WHEN ALL OTHER WORK HAS BEEN O0MPLETED, REPAIR AND SWEEP ALL PAVED AREAS. ML ALL REMAINING EXPOSED AREAS SHALL BE L0AMED, SEEDED AND MULCHEDOR SODDED WITHIN 14 DAYS OF FINAL GRADING. X. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS. Y. CONTRACTOR TO REMOVE ANY ACCUMULATED SEDIMENT FROM DRAINAGE STRUCTURES OR BASINS. ~ NOTE: SEVERAL OF THE ABOVE ACTIVITIES MAYBE DONE SIMULTANEOUSLY. SEEDING[IFI[|/\Tl[} A. IF gROUN BEEN PREVIOUSLY MULCHED, MULCH MUST BE REMOVED OR ADDITIONAL NITROGEN MUST BE ADDED. B. REMOVE ALL SURFACE STONES 2" OR LARGER AS WELL AS ALL DEBRIS SUCH AS WIRE, CABLE' TREE ROOTS, PIECES OF CONCRETE, CLODS, CLUMPS, OR OTHER UNSUITABLE MATERIAL - C, APPLY FERTILIZER AT 7.5 POUNDS PER 1.000 SQUARE FEET AND" LIME AT 200 POUNDS PER /'OOO SQUARE FEET UNLESS SOIL TESTING FOR REQUIREMENTS IS PERFORMED. O. NO MOWING IS TO BE UNDERTAKEN UNTIL THE MAJORITY OF THE VEGETATION IS AT LEAST 6" H|GH, MOWING SHOULD CUT THE TOP 1/3 OF VEGETATION. DO NOT UNDER ANY CIRCUMSTANCES CUT VEGETATION BELOW.J^ E. DO NOT APPLY ANY FORM OF WEED CONTROL UNTIL GRASS HAS BEEN MOWED AT LEAST 4 TIMES. F. THESE SEEDING MEASURES ARE NOT TO BE USED ON SLOPES IN EXCESS OF 2:1 GRADING. G. PERMANENTMEASURES ARE TO BE USED INSTEAD OF TEMPORARY SEEDING MEASURES WHERE WORK IS TO BE SUSPENDED FOR A PERIOD OF TIME L0NGER THAN 1 YEAR. H. IF THERE IS NO EROSION, BUT SEED SURVIVAL IS LESS THAN 100 PLANTS PER SQUARE FOOT AFTER 4 WEEKS OF GROWTH, RE -SEED AS PLANTING SEASON ALLOWS. ALL DISTURBED AREAS OUTSIDE THE PAVEMENT AREA, WITHIN AND OUTSIDE THE ROAD R|AHTi0F WAY' SHALL BE RESTORED IN ACCORDANCE WITH THE CITY/TOWN SUBDIVISION REGULATIONS. HOUSE DEVELOPMENT' A. TOE SLOPEFILTERS SHALL BE INSTALLED PRIOR TO. LAND DISTURBING ACTIVITIES. B. TOPSOIL AND EXCAVATED SUBSOIL FROM THE FOUNDATION AREA SHOULD BE STOCKPILED WITHIN THE AREA OF DISTURBANCE IF NOT USED FOR ON SITE REGRADING. EACH STOCKPILE MUST BE ADEQUATELY RINGED WITH HAYBALES OR SILT FENCE. IMMEDIATELYC. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. WITH TEMPORARY SEEDING OR JUTE NETTING. --- D. HAY8ALE FILTERS OR SILT FENCE SHALL BE PLACED 5-10 FEET FROM THE TOE OF ALL CRITICAL SLOPES AS SHOWN ON THE PLAN. THESE SHALL BE CHECKED BY THE CONTRACTOR REGULARLY AND REPAIRED WHENEVER THEY FAIL TO INSURE CLEAN RUN-OFF FROM THE SITE. E. ADDITIONAL CONTROL MEASURES IF REQUESTED BY THE CITY/TOWN SHALL 13E INSTALLED IMMEDIATELY UPON REQUEST. F. ALL DISTURBED AREAS SHALL BE PROTECTED WITH A MINIMUM VEGETATION COVER AS SHOWN IN ACCOMPANYING CHART. G. THE mowTnAoTon SHALL PLAN ALL LAND 0sTunB|wo AcnwnEs IN A wmvNEn AS TO MINIMIZE THE EXTENT OF THE DISTURBED AREAS. H. THE CONTRACTOR SHALL WAKE DAILY INSPECTIONS OF THE SITE TO INSURE EFFECTIVENESS OF EROSION AND SEDIMENTATION CONTROL MEASURES AND WILL IMMEDIATELY MAKE NECESSARY REPAIRS IF REQUIRED BY THE CITY/TOWN. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED AT A MINIMUM OF ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.1 INCHES OR GREATER TO DETERMINE MAINTENANCE NEEDS. J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REPLACED WITHIN 24 HOURS OF AN OBSERVED FAILURE. ' K. ALL CONSTRUCTION TRArF|C SHALL ENTER AND 'LEAVE By THE DESIGNATED ENTRANCE. THIS ENTRANCE SHALL BE CONSTRUCTED OF CRUSHED STONE TO HELP FREE TIRES OF SOIL WHEN LEAVING THE SITE. THE CONTRACTOR SHALL INSTRUCT ALL VEHICLE DRIVERS TO CLEAN SOIL MATERIAL FROM TIRES IN FRONT OF THE SITE. ALL SOIL, MISCELLANEOUS DEBRIS, OR OTHER MATERIAL SPILLED, DUMPED OR OTHERWISE DEPOSITED ON'PUBLIC STREETS, HIGHWAYS, SIDEWALKS OR OTHER PUBLIC THOROUGHFARES DURING TRANSIT TO OR FROM THE SITE SHALL BE REMOVED PROMPTLY.. . L. THE CONTRACTOR HEREBY ACKNOWLEDGES HIS RESPONSIBILITY TO IN STALL SOIL EROs|0w AND SEDIMENTATION CONTROL wExsuREs ON THIS SITE xN0 niATH|S FAILURE TO -INSTALL AND MAINTAIN THESE DEVICES COULD RESULT IN FINES OR SUSPENSION OF WORK BY THE CITY/TOWN. M. MINIMIZE OR EL}M|NATEv\NY UNNECESSARY LAND DISTURBANCE OR CLEARING, H/\YAA[E SPECIFICATIONS A. ALL HAYBALES $HAV- BE EITHER WIRE OR STRING BOUND. HAYBALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED ALONG THE SIDE RATHER THAN ALONG THE TOP AND BOTTOM OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. B. GAPS BETWEEN HAYBALES SHALL BE CHINKED WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN BALES. C. ON SLOPES WHERE SURFACE FLOW FOLLOWS THE HAYBALE UNE, PERPENDICULAR HAYBALE CHECKS SHALL BE INSTALLED AT 50 FOOT INTERVALS. D. HAYBALES SHOULD NEVER BE USED FOR ANY APPLICATION WHERE SEDIMENT AND EROSION PROTECTION IS REQUIRED FOR A pEn|oD OF TIME LONGER THAN 3 MONTHS. E HAYBALES SHOULD HAVE A MINIMUM t WEIGHT OF 40 POUNDS AND AMAXIMUM WEIGHT OF 120 POUNDS. F LINES OF HAYBALES SHOULD FOLLOW CONTOUR LINES 5-10 FEET DOWN GRADIENT FROM THE SLOPE. WHERE CONTOUR LINES CAN NOT BE FOLLOWED HAYBALES SHOULD BE STAGGERED AND PERPENDICULAR WINGS SHOULD BE PLACED AT 50 FOOT INTERVALS. G. HAYBALES SHOULD BE PLACED IN AN EXCAVATED TRENCH AT LEAST 4^ DEEP. H. UAY8ALE STAKES ARE TO BE MADE OUT OF HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA OF 1.5 SQUARE INCHES OR STEEL POSTS WITH A MINIMUM WEIGHT OF 0.5 POUNDS PER LINEAR R}Or B SILT FENCE S ID E CI Fl C /\TI (lN S A. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON' POLYESTER' ETHYLENE, OR SIMILAR FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING MINIMUM REQUIREMENTS: 1. FILTERING EFFICIENCY 75 PERCENT (MIN) 2. GRAB TENSILE STRENGTH 100 POUNDS 3. ELONGATION AT FAILURE 15 PERCENT 4. MULLEN BURST STRENGTH 250 POUNDS PER SQUARE INCH, 5. PUNCTURE STRENGTH 50 POUNDS ` O. APPARENT OPENING SIZE 0.80mm< X <0.90mm 7. FLOW RATE 0.2 GALLONS PER SQUARE FOOT PER MINUTE ' 8. PERMITTIVITY 0.U5 PER SECOND (MIN) Q. ULTRAVIOLET RADIATION STABILITY 70 P RCENT AFTER 500 HOURS OF EXPOSURE (MIN) B. STAKES ARE TO BE MADE OUT OF HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA OF 1.5 SQUARE INCHES OR STEEL POSTS WITH A MINIMUM WEIGHT OF 0.5 POUNDS PER LINEAR FOOT. C. TORN OR PUNCTURED CE0T[XTILEs SHALL. NOT BE USED. D. ON SLOPES WHERE SURFACE FLOW FOLLOWS THE SILT FENCE UNE' PERPENDICULAR SILT FENCE CHECKS SHALL BE INSTALLED AT 50 pDoT INTERVALS. ' E.. LINES OF SILT FENCE SHOULD FOLLOW CONTOUR LINES 5-10 FEET DOWN GRADIENT FROM THE SLOPE, WHERE CONTOUR LINES CAN NOT BE FOLLOWED PERPENDICULAR WINGS SHOULD BE PLACED AT 50 FOOT INTERVALS. GENERAL NOTES ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (wAVD e8). 2 INLAND WETLAND BOUNDARIES WERE DELINEATED IN THE FIELD BY [AN COLE CERTIFIED SOILS SC/swnSl. J. ALL UTILITIES SHALL BE APPROVED BY LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION; ALL UTILITIES SHALL BE CONSTRUCTED TO UTILITY COMPANY SPECIFICATIONS. ~ 4. ALL CONSTRUCTION SHALL BE TO CITY/TOWN SPECIFICATIONS Rx REGULATIONS. 5. CONTRACTOR SHALL OBTAIN -Al REQUIRED LOCAL & STATE PERMITS PRIOR TO BEGINNING ANY CONSTRUCTION. o. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE CITY/TOWN ENGINEER. 7._ ALL SEPTIC SYSTEMS ak HOUSES SH ALL BE LOCATED A MINIMUM OF 50' FROM wLowD WETLANDS. 8. CONTRACTOR SHALL NOTIFY THE WN ENGINEER OF CONSTRUCTION SCHEDULE SO THAT INSPECTION WAY BE PROVIDED. 0. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED ON PLANS HAVE BEEN COMPILED, /N PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES'OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY, FIELD MEASUREMENTS AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO CME ASSOCIATES, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE F|ELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO C0NSTRUCTION. 10. CONTACT "CALL,BEFORE YOU 0G" AT 1-800-922-4455 (CT) TWO (2) WORKING'. DAYS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. hx/vn|oFQ xmn oQxrnrFQ AREAS WHERE SEED RATE PER MIX APPLIES SEEDING MIXTURES BY WEIGHT . 1,000 SQ F[ SEEDING DATES ALL LAWN AREAS REO F[SCUES 45 1 LBS. APRIL 1 - JUNE 15 KENTUCKY BLUEGRASS 45% OR PERENNIAL RYEGRA3S 10% AUG. 15 - OCT. 1 INHERE TREES ARE TO BE RETAINED, THE SEED MIXTURE SHOULD BE ADAPTED FOR SHADY CONDITIONS. TEMPORARY SEEDING ANNUAL.RYEGRASS OR ' 1-1/2 LBS. WITHIN 7 DAYS AFTER PERENNIAL RY[GRASS SUSPENSION OF GRADING WORK PERSON RESPONSIBLE FOR MAINTAINING CONTROL MEASURES DURING CONSTRUCTION. NAME INDIVIDUAL LOT DEVELOPER ADDRESS TO BE DETERMINED TELEPHONE # BE DETERMINED MAINTENANCE LOG LOCATION DESCRIPTION DATE INITIALS PROJECT DATES DATE INITIALS FINAL STABILIZATION T 1 /7 l 64 00 co Im m 00 co o o1 - c» mC:) m CD LLJ co 0 ZTc, r um 4-0 coEJI02- u] rn w'mmn c» n c» 0 L h T 1 /7 l LLJ LLJ 00 LIJ L5 I co of M w c;d 0 U. uj LLJ 0 0 0 711 0 bi uj GO Lo DATE: 07/01/2007 SCALE: AS NOTED PROJECT# 2006359 T 1 /7 l ENO8 I 32 • r ! N U tUcX} F co MONTVILLE Cr h NO 0w Q[t HILL FYco0Cg D r O C co f (D U & U O t A\ Q0 o z cnv, c> P° o cm W O O U) v Nt! > f' SITE4.0 fnfncn LLJ W N Lo .M O Ld 1, \ RRA W <ZERTA PL. INDEX MAP NOT TO SCALE LOCATION SCALE 1 =1 000 y v l EXIISTING SEWR MAI RI 1 PROVIDE SANITARY HOLE PER N NOW OR FORMERLY PROPOSED IN STANDARDS VOL VOLUMETOWN PG PAGE ; A JWELL. PG 1 ®,Q WALL Df ' ` I `. \ \ \ \ , \ 1 - 1 f 1 \ 1 SF SQUARE FEET , PROVIDE SANITARY _ , ,--' \ LROD IRON ROD VALVE BOX TO GRADE Z —25 EXISTING CONTOURS1 \ GARAGE 8 1 \ \\ \ / \ \ \ \ \ \\ \ \ \ ` C I / ` \- STONE WALL PROPOSE© `' \ 85.1 \ \ \ \ \\ \ \ \ \ 1 i (j \ / \ \` v / / • r \ v1 \ t x \ \ \ \ \ i \ \ — WOOD FENCE HOUSE\ ` I \ j(tNE - 1 \ FND= / \ \ \ \ \ \\ \\ \ ' t '1 ® \ ., \\ \ / _ 7\ - t \ \ Y_. TREELINE u83.0 \ \\` \\ \ / ' o \ \ 1 \` W1\\\ \ ' f 1 ' \ `\ l .. tom` t \ 2 \ \ KF# LIMITS OF INLAND WETLANDS 001\. f ,\ \ \ \ \ \ 4d IW \\ \ \ \\-\ \ \ \ \ i /\\\ MONUMENT SET IRON PIN OR DRILL y'_ , -- ---``-` _ _ \ \ HOLE SET R \\\ _ \ S7r0CKPI U v PROPOSED-, yy ' \ \ \vv \ \ A \ v `v v A \ 1 ; _ _u v LL CL F\ \ CLEARING \\ \ / 1 \ PROVIDE ANTI—TRACKING o z CONSTRUCTION ENTRANCES NO \ 0 Lija 0 0 o O 1 \ \ \ \ e SEE DETAIL '' \ tr W Ut\\ j \ _ \ \ \ \ \ -> \ \ \\ \ \ \ \\ \ \ \ \ t + 1 _ \ \ Q CL Lu I \ \ \ \ \ } 1'`. \ \ i RESIDENTIAL SANITARY-_ 0 W t _j o ` \ \ \ -_ \ -- ""\`; Y; ' GRINDER PUMP - - ®^ \ \ \ r cn -A'` v- 10 I'V / 4 DISCHARGE \ -' - i PROVIDE e I \ \ \ \ \ ` \ \ ` \ \ ` , \ \ \ \ \ \ Cn \ \\ oSILTFENCE \ - - \ \ - 1 , \ \ ,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 01 THROUGHOUT PROPOSE CONSTRUCTION \ PROPOSED—' HOUSE I GARAGE \\,. LLI SEE DETAIL _ \ \ . \ \ \ \ \'\ \ \ \ \ \ \\\\\\ \ \ \ \ `\ \ FND= FF= . \ `\ LOT #40 —OFFS _ PR 1 s7.5t gs.of \ ENGINEERED SEP77C SYSTEM\ / \ _ \ . \ . \\. \ \ .,\ \ \ \ \ - ,\ \ \ - \\ \ PROPOSED i _ _ _ _ _ _ _ U. REQUIRED„ \\,\\\\ \\ \\ WELL t x ,\ PROPOSEDLLJ1 \ ° \ \ \ `' \ \ `, \ \ \ \ \ \ \ ` \ \ \ \ \ ` ; \ \ \ \ CLEARING i , \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \\ \ \ \\ \\ \\ \ \ , \\ LIMR' \ \`\ \ `STOCKI'ILE / - _\ PROVIDE r-• ` - \ \ \ \ \ \ \ \ \ `\ \ \ \ SILT FENCE - \ \ ui THROUGHOUT CONSTRUCTION - _ \ PROPOSED --- - - X, LOT #DO 9 — 0 7SEEDETAIL\ -\LO 0LijElfx 0 C) < Lij7T A-1 CLey( Q . iLO LIJ LLI f g\o O a oil X ON x73. 3 \\ t1 , ! \ \ \\ \ `\ \ \ \ \ ® © Lli l i ! \ \ U 7, w w1 \ \ \ \\Ldl \ \ w ce O w oo z 0 DATE: 07/01/2007 x ATCHL I NE Sheet SCALE: 40' Ya QUALITY CONTROL CERTIFICATION w H cxi GROUP REVIEWED °£ ? _ fa 4f `e' PROJECT 2006359 PROJECT MANAGER V SURVEY ENVIRONMENTAL `3 SHEET 40 20 0 40 CIVIL O 16 STRUCTURAL „ _' GRAPHIC SCALE IN FEET ARCHITECTURAL G '` U Q 40 20 0 40 GRAPHIC SCALE IN FEET MONTVILLE r-` EN M N/F I ry v VOL N PG X)m TP 22 H z; d TF AREA F i j-25 W r v ' 8 . s 1 _ 1 f 23OCt3 0 O O CIO 00 O 24 lC) QUALITY CONTROL CERTIFICATION V 0 0 GROUP R IEViED DTE PROJECT MANAGER Ra) I-- SURVEY g ENVIRONMENTAL CIVIL c/) z mew02Mw STRUCTURAL 0 LL- NLoM® MLoMLo 0 Lj z ARCHITECTURAL PL. 0CUj of 40 20 0 40 GRAPHIC SCALE IN FEET MONTVILLE r x 131.7 C M P INV. IN=128.02 SITE SCALE 1,1— 1 00op NOW OR FORMERLY VOLUME PAGE SQUARE FEEL" IRON ROD EXISTING CONTOURS STONE WALL WOOD FENCE TREELINE LIMITS OF INLAND WETLANDS MONUMENT SET IRON PIN OR DRILL HOLE SET r-` EN M N/F ry v VOL N PG X)m H c m SF h LROD j-25 W HIL 1 f 23OCt3 0 O O CIO 00 O lC) I V 0 0 vow¢ r x 131.7 C M P INV. IN=128.02 SITE SCALE 1,1— 1 00op NOW OR FORMERLY VOLUME PAGE SQUARE FEEL" IRON ROD EXISTING CONTOURS STONE WALL WOOD FENCE TREELINE LIMITS OF INLAND WETLANDS MONUMENT SET IRON PIN OR DRILL HOLE SET Ili r-` EN M I' V N X)m H c m h o E W HIL a$ W 23OCt3 0 O O CIO 00 O lC) I V 0 0 vow¢ z Dov0MWs= I-- ai c/) z mew02Mw 0 LL- NLoM® MLoMLo 0 Lj z PL. 0CUj of Q 0 Ld Ili I' W W I I-- Q (-) z 0 LL- 0 Lj z 0CUj of Q 0 Ld i L0W Im n ®J J VI Q 1 2 ui U. 0 LLJ W I m 00 o 0 0 4 v) 'z11p U} w 2E0- 0 0- cr LL0 o Q 0 V.) w Li F o oiLa v LLJ 0 0 0 0 I 0 N N N s I Q z N tf} t C 9i I W J V) 0 I L m v L Lo 00o D Lj zLdLd Y Ld LL- I Y o C w L- z o DATE: 07/01/2007 SCALE: 1 " = 40' PROJECTS 2000359 SHEET 10 OF 16 0 LZGEN N/F NOW OR FORMERLY VOL VOLUME PG PAGE SIF SQUARE FEET LROD IRON ROD 25 EXISTING CONTOURS STONE WALL WOOD FENCE TREELINE WLF# LIMITS OF INLAND WETLANDS 0 MONUMENT SET IRON PIN OR DRILL HOLE SET QUALITY CONTROL CERTIFICATION JtM , 11 GROUP REVIEWED L)ATE PROJECT MANAGER SURVEY C'4 8 ENVIRONMENTAL CIVIL y) STRUCTURAL ARCHITECTURAL Pn!" G i v o k 0q, as 4 agp. INAl 37 )of go 40 20 0 40 T_o%66"nim_ GRAPHIC SCALE IN -FEET T #15 157 TFl # 2A5 LOCATION MAP MONTVILLE SITE S LE 1 1 000' IN 12EX, MAP' NOT TO SCALE SHEET 9 OF 16 04C'4 8y) 0) N iii co 0) co co a) C:: a) 0 LLJ HILL cd co 0 T- 0 cy) ( c D co oo c:) F- con C14 0 0Lf) ILO Lo o C) 0 C -)IQ 0 z acW-a a) 0U) D 0) a) o LL_ D > a) 0 C) L.Li Q 0 z LLJ CL ce) a- - < uj N in (y) C) m Lo ce) Lo w o PL. m V) 1) SHEET 9 OF 16 LLJ LLJ o LL_ o cr 0 C) L.Li Q 0 z LLJ CL a- - < uj w o bi cif m V) 1) CL V) o LLJ L. 0 V) LLJ m 0 D cl 0 0 0 0 f) 7' j V) z 0 F— V) I_- w0 0 q Z_ Ui 0 0- 0 w 0 C) V) Z_ 0 V) E z LLA ll_ LLJ DE 0 C) LLI w CD I CD 1 0 1-1 0 0 1-- z U C Q) Q) V) 0 D 0- I— Ct) m I-0 co Q0 0 0 Ln Q0 n V) D 0 0 C) 0 d LLA z z C) LelLLJy 1 0 ILI 0 0 0 un Lli u bi z 0 0 0 Ld CL I m C, 0 1 C) C) Li - DATE: 07/01/2007 SCALE: 1 )P = 40' PROJECT# 2006359 SHEET 9 OF 16 ifi 18 CMP 1W T= r 64 LIV l f N 40 20 0 40 4 41 GRAPHIC SCALE IN FEET i LOCATION MAP MC TVI LLE SITE e4nt n N SCA E 1 "==1000' IN2EX MAP NOT TO SCALE LEGEND N/F NOW OR FORMERLY VOL VOLUME PG PAGE O 00 Z7} SF SQUARE FEET LROD IRON ROD 25 — EXISTING CONTOURS al STONE WALL r.., o O' o r WOOD FENCE r co o TREELINE CJS 04 00 WLF# LIMITS OF INLAND WETLANDS O tt7 MONUMENT SET j 0 O Q rT IRON PIN OR DRILL Z , vcn HOLE SET M w QUALITY CONTROL CERTIFICATION _.._...... o GROUP REVIE'KED 0 o u) PROJECT MANAGER f r a ' ° SURVEY o J uj0Z u1 ENVIRONMENTAL N Lr) M ocoLoMLo N s z CIVIL PL. t , o STRUCTURAL Q o 0- 0 ARCHITECTURAL ifi 18 CMP 1W T= r 64 LIV l f N 40 20 0 40 4 41 GRAPHIC SCALE IN FEET i LOCATION MAP MC TVI LLE SITE e4nt n N SCA E 1 "==1000' IN2EX MAP NOT TO SCALE N O co s N cb Q1 O 00 Z7} O o E LLJ HILL al r.., o O' o r r co o oo 0 CJS 04 00 O tt7 j 0 O Q rT O m Z , vcnM w o 0 o u) Q1 a > N 0 o uj0Z u1 N Lr) M ocoLoMLo CL z PL. c o Q o Z: i LLJ LLl 0 o Lu CL z c o Q o 0- 0 wt U -1v Ltd 03 Of I J 0- Q 4/ lV) o L LJ LL. O L LJ V) uj m O o n O r' r cn I-- w d E!} Z 0 to 2 2E o i f o a_ z Lt_J O cj O 0 W J) Z O V) I Li Z j f Li oo W Z O U LLI I Ld o a o q a a CV N Z I U a cn I o 73Z 3 Lo fsi cn V) o D Iz o a Lit x J ay I O Iz O O 0 U7 w a W O o W 1 d m 0 J C} E DATE: 07/01/2007 SCALE: 1" = 40' PROJECT# 2006359 SHEET 8 OF 16 li ATCdLINE Sheet LSMIr (TYP.) \ \ LOT #OO 1 —OF2 I \ ENGINEERED SEPTIC SYSTEM l ' \ \ \ \ , i I / f \ REQUIRED 57 GARAGE \ PROPOSED FF= HOUSE 108.5± \, / 00 1 1.0 AN LF D/usjvSSTKPiI,.E,i . TP#103 ! / T, 102 , t L -_i r f` ,f i / ' ^ \' j _,_. —F --- —.' ( — f 63.1 I ` t j f f / [6l DE X ,ibl I [ ( {: SILT FENCE" % / g -; ----/ 49.6 1 r 1 j - _ / x • \ \ - - _- THROUGI-TOUT / TP/# 15' CONSTRUCTION SEE DETAIL) TP 5 it / / f/ f ' ` y / -•a. WI F W7-5 Lu 61.5 x f O \ ` \ / , ` `, `1 t ' , , \ , \ ,. . \ \ ,\ \ , \~• "--1 r' - ."- lam. \ t \ \ 1110 f s° \ x p19C?617 AN 71 WLFyjL t PROPOSED LOT #UD 1 -OF1 , j i ENGINEERED SEPTIC SYSTEM `- \_ '` ` ' ' 1 r \ (A REQUIRED" \ , \ \ t 18" CMP F / r t ( INV 1 J --j / / 1 \ ;- ''' i • l ' 1,j" \ t 25 t 24 CPP W/FLARED END GARAGE INV. IN=42.5 t r ,` ` \ f i t 4 / J FF= ` , IN OUT= 2.0 1 1. f/ / .' 44. - -- , 45.8 I t ` Pli(M Rl P IAP °` J ' T 202 PROPOSED j P 6 W AT OUTLETSHOUSE31'C . FND= 8_ I l-' W Ar 42.at . Y \ 18 LONG0r t r ##150 / ° PROPOSEDX / X60 f t 3g WELL ` ,/ WLF -- \ / / \ i"A N Fij % '4 TP# 151 75, _ i / t NOW OR FORMERLY i I .. 1 c,, `qp/U f/ , 1 DD \ VOL VOLUME4 `PCKPILE! a26.s X3.1 x x \ PG PAGE PROPOSED r SF SQUARE FEETTP##152 .CLEARING , #35 P 201 .. LIMIT / / l \ \ I.ROD IRON ROD 25 _ EXISTING CONTOURS TP# STONE WALL u PROVIDE ANTI -TRACKING ` ` J WOOD FENCE Q-- r'~' l CONSTRUCTION ENTRANCE SILT RFENCE X30 l" f ( \ I (SEE DETAIL) THROUGHOUT 45I— A / ` t \, t --- WWF# LIMITS OF INLAND WETLANDS CONSTRUMON # r 1 t - , / (SEE DETAIL) --- __ 1 j f 18 ,r MONUMENT SET F i /• I , '\/Ff IN` I IRON PIN OR DRILL 4a. HOLE SET r 41,41 IV ool JI I.cS.'f F Y --. y /' ! I atr epi+ .v' aQUALITYCONTROLCERTIFICATION .r 1 GROUP REVIEWED JDA J s ; < > A • / ', , PROJECT MANAGER SURVEY} JA ENVIRONMENTAL x„inn e...„': "..r• .,.a* .+., r...e-w,.:,atirr ^:, /' r '..' L' hh ; G.h t v ` t 't 40 20 0 40 CIVIL STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL \, MONTVILLE SITE SCALE 1 =1000 O z W zw w wtLL, Of CLQ LLjCL INDEX MAP NOT TO SCALE TA PL. E N1cf) . N fiD 00 0) n a)r- C NOvr-E L a0 co r 2 lao co 0 U Lo F -- or- p O U O O t qjto ® W JaQ? q ,Uu dua t.} mW CNLoc0 mLoCoLo W lZ CJ j o o0- LL- Q U d. n Q Ldn L71 wLj ryIy m F- V) LLJ 0 Li F— V W m 2 O o O 0 t-'-' O rr v) O z Q C I ca Ld O n a n Q v) t= I Q iJ Q o Z c Q I z o U, rn m s} O t) cQ I O cn Ur C0 O I N c o 0LLJ D ow 0 O o 1 0- coI: 07DATE: 07/01/2007i SCALE: 1 ” 40' PROJECT# 2006359 SHEET 7 OF 16 50 F xl ; 36.5 AL 2 J NIF CHARLES MARSHALL & DEBORAH L. ANTEZZO N F \ X Q FRANCPLOTNICK VOL. 190 PG., __630 EXISTING LOT #9 WELL w I ,\ \ \z 1 45.4 w I I / / YO 0 w13.0 Li- Ldc PROPOSED < CT ANN.. PROVIDEFENCE LOT #00 1 —OOF J \ SILT ENGINEERED SEPTIC SYSTEM w THROUGHOUT, REQUIRED" CONSTRUCTION t \,T\' PkOVIDE ANTI—TRACKING CL&P CONSTRUCTION ENTRANCE 61.5 j ,.= i r \ \ —_ ' .— I \ °!.'- SEE DETAIL) STOCKPILE, P` O_ I 1 12448 (SEE DETAIL) < POSED CLEARING brIPE LIMITP6 FOUN 6 PROPOSED PROPOSEDLOT #0 15 001F6ROPOSEDWELL15HOUSE 2& 7,5, 11 0- FND= 1( jlill 5 7 32.01 RAD11jS x P LE TP I.,\0© GARAGE 5ET FFA TP#1 5± C. ti / I / I / I z -"/ / / / //--- 1/ j A'1t f f I rK S ------ TP#20 0 PROPOSEDSTPHOUSE x 7 FND 6 . 5 PROVIDE ANTI—TRACKING A CONSTRUCTION ENTRANCE75, SEE DETAIL) GARAGE UP_ CL '4D/6sy' FF= C'L r P RO 11 9.0 F .448 68.0± WELL x WL' po13 00 k - 65.6 xNIF71 66.2 xHERBERTC. PLOTNICK PROVIDEX*, SILT FENCEVOL. 161 / PG. 125 LOT #10 THROUGHOUT CONSTRUCTION 4 (SEE DETAIL) 67.6 7_77 L) Qk WLF A/ PROPERTY LINE 11 REPEAT -j- GARAG IS CENTER LINE OF ( (, , , r t1 1 t \, \ J ` ` DERRY BROOK NIF 67.5ESTATEOFx ELISABETH P. SHEEHAN j ,' ,, f J _1 i / r x 7.0 I -VNF RICHARD G. PIASCIK SR. & ELIZABETH . MARY PIASCIK 4l21VOL. 223 / PG. 312 l f:- —, l ? / LOT #11 j VILE RILL tIOLq10ONIF 5ET ESTATE OF PIELISABETH . SHEEHAN vnt . 2,30 PG_ 852 Y NIF DONNA BELLE JACOBSON VOL. 163 / PG. 760 LOT # 12 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DTE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL A. STRUCTURAL ARCHITECTURAL MONTVILLE 0 killit - 01 1 01PATIO1LEGEND N/F NOW OR FORMERLYtyGARAGE Hous T FF= VOL VOLUMEi52QN7 32.0± ROPOSED, PG PAGE LOT 12 SF SQUARE FEETPROPOSED #0 15-000, r, ' _ r \ i ' i tl SE9 FND= "ENGINEERED LROD IRON ROD o 4 1. 0± SEPTIC z 5) P 11 SYSTEM 2 EXISTING CONTOURS 0 REQUIRED" STONE WALL t ` \ \ \ r 1 l WOOD FENCEx T 446 TREELINE BOULDER WALL, YK/ PROVIDE WLF# LIMITS OF INLAND WETLANDS HEIGHT VARIES) SEE DETAIL) NCKPILE, MONUMENT SET 9 Y Z I IRON PIN OR DRILL HOLE SET A 41 / PROPOSED- i ri j j % ' ' / -- CLEARING- umrr P rOfSILTFENCE THROUGHOUT CONSTRUCTION SEE DETAIL) 63.0 h . 7 61.3 AllUd' x ASSUMED EXISTING siREEn NE 6-3.0 X T 63.2 f / . , T,Rwr 7 tv IF II! III -'-' - / LOCATION MAP D0 CL S 0 HIS co00C.0M 10 oo 0 F_ CN F- (0 0- 0 C' u LLcr)) 2 c- oo E tz_ i` Po V) C) 00) o 8 00y) wITE E 02 Lijuj cyl) N Lo'co 0 co LO CO IR TA fl. SCALE 1 1000., INDEX MAP NOT TO SCALE z M 1 c 4) 0 co co CD MONTVILLE 0 D0 CL S 0 HIS co00C.0M 10 oo 0 F_ CN F- (0 0- 0 C' u LLcr)) 2 c- oo E tz_ i` Po V) C) 00) o 8 00y) wITE E 02 Lijuj cyl) N Lo'co 0 co LO CO IR TA fl. SCALE 1 1000., INDEX MAP NOT TO SCALE z LLJ LLJ V) 0 5 F-- Q 0 0 L.Li Z Lu 0 z 0 0LLIQ L CL - Llj Wm0LLjF_ z V) V) 0 Ljj U. 0 LJLJ V) ui 0 77 0 73 j 0 V) Lu nzn n C) CL X 0 W Lli F_ n 0 W 0 0 U, W z 0 I T LLJ 0 Z LLJ Li D:f 0 C) 0 ' (D 0 C) 0 c\j z C U Q) 0 0) Q) 0 7), WQG) Lo r) m G) L0 n m D 0 LO 0 cri 0 0 N 0 Lli 6 ci LLJ z 0 z y LA D 0 0 0 0 3: 0 Lli 1-- 0 0 - 0 Ld Q 0tI I 0 DATE: 07/01/2007 SCALE: 1 40' PROJECT# 2006359 SHEET 6 OF 16 SNET SNET SNET SNET 784 785 3235 SNET 783 782 SNET 786 70 00*E--. C31 ASSUMED STREET. 08,rr 20 00 _ s3 LINE 1274'± SNET SNET co C32 787 0 41) 283 cv 0 C2 31.25* co PROPOSED DRAINAGE EASEMENTN9(cTrO000 w IN FAVOR OF THE SNET 94 -7 TOWN OF MONTVILLE 8 AREA 15.700:1 SF C3 30 A rLOT #001--OF6 C4 0_ WLF CENTERLINE OF BROOK rr IS PROPERTY LINE H ul 0 I f 9y VOL VOLUME SITE DATA TABLE SF Ag w. N C', Y LOT ADDRESS JE LOT AREA I LOT FRONTAGEI 015-002 61 MASSAPEAG RD 175,466 SQ FT 253± FT 015-003 CL 127 MASSAPEAG RD 216,605 SQ FT 725± FT 015-004 165 MASSAPEAG RD 298,581 SQ FT 543± FT 015-005 171 MASSAPEAG RD 208,783 SQ FT 186± FT 001-OF5 0 M 172 MASSAPEAG RD 297,433 SQ FT 605± FT, 001-OF4 166 MASSAPEAG RD 150,147 SQ FT 225± FT 001-OF3 c) F_ 136 MASSAPEAG RD 139,378 SQ FT 208± FT 00 1 OF2 130 MASSAPEAG RD 378,814 SQ FT. 324± FT 001-OF7 65 DERRY HILL I RD 167,274 SQ FT 546± FT 001-OF6 m 15 DERRY HILL RD 289,264 SQ FT 724± FT SNET SNET 0- 793 794 SNET 7 92 LROD 6 (FND) NIF JAMES LU13INSKI & SNET LAURIE -ANN NEWMAN i { 789 SN VOL. 378 / PG. 4161 SNET 791 LOT #1-E 790 C5 LIMITS OF AREA TO BE DEEDED TO THE TOWN OF MONTVILLE AREA = 13,517:1 SF NIF NIF LOT #001--OF7 RE13ECCA L. CLOUTIER i LARRY F. MATNEY JR & VOL.' 416 / PG. 353 LAURIE A. MATNEY LOT #1-D VOL. 340 / PG. 487 LOT #1-C LROD NW3 '022"E N88*32'03"EFlysa W 185.00' 351.92' FND) 3;-3-2loeE a I , - # 502.25' 24.33 q* W8 -i an a-71 rm vV 296.60 N%T00'00 PIPEjgjX (FND) (FND) 1 0 00 LOT 1111F BENE. RCT & W lo #00 1- OF4 o . KATHERINE V. RACE17E1) b10 0 0 'r- 0 C4 0 VOL. 132 / PG. 1169boi b LOT 0 110 U.) 0 cn b n LOT001-Or z? LOT #43-A CA # m LOT #00 1 OF2 #00 1 -OF3 cn PROPOSED SIGN LOCATION STREET NUMBER ONLY) LENGTH= 161.33_-, SEE DETAIL) 0) TANGENT= 104.35 DELTA=92'26'1 2" im RADIUS= 100.00 CHORD DISTANCE= 144.40m CHORD BEARING=N45*4737"W w " K PROPOSED SIGN LOCATION -u.) I.PIPE STREET NUMBER ONLY) W, 548'15'39"E (FND) SEE DETAIL) Lo 5-0.03" INI/F RONALD L. MUSCARELLA LENGTH=24.78 VOL. 132 /. PGS 1169TANGENT= 12.46 30' WIDE SHARED LOT 43-ADELTA= 14! 12'0 1 N87'59 'i E DRIVEWAY EASEMENT LENGTH=30.06' RADIUS= 100.00 w TANGENT= 15.50 CHORD DISTANCE=24.72 DELTA=34.27tn04 CHORD BEARING=584'5442"E LENGTH -9.91 RADIUS=50.00 (D LENGTH= X5.11 TANGENT=5.06(ACHORDDISTANCE=29.61 TANGENT=12.83b .4 DELTA=28'2,3'46" 0 CHORD BEARING==Nl7*13'32"W `Dc DELTA=2844639" LIMITS OF AREA TO BE DEEDED RADIUS -=20.0044.91 M RADIUS=50.00 TO 714E TOWN OF MONTVILLE CHORD DISTANCE=9.81 S00*2529"W CHORD DISTANCE=24.85 AREA = 21,761:k SF CHORD BEARING=N`14'3723"E 51.86' V_ PROPOSED DINNAGE EASEMENT CHORD BEARING=578* 14 27"El' N61"12*541W v - Vt\O-IN FAVOR OF LOT #001-OF5S28*49'1 6"W LENGTH=9.9 I ts I 3r 46.W ASSUMED EXISTING PROPOSED 00 AREA 8W:L SF 45.44' TANGENT=5.06 rl- LENGTH=27.53STREETLINE1834± LF ADDRESS DELTA=28*23 , 46 ci 30' WIDE SHAREDSIGNLOCATIONSOO*2529"W 'EWA TANGENT= 14.82 SEE DETAIL) RADIUS=20.00 DRN Y EASEMENT DELTA=5Z35'00" 57' CHORD DISTANCE=9.81 RADIUS=30.00 NS CHORD BEARING= w LPIPE CHORD DISTANCE =26.5821-4r C25 216.4.3 1* 245"w '23"E 8 (FND) N14!37 0 S! CHORD BEARING=N66*20'1 6"W12.58 21.76 0VA45.85 C9 - clu 10 LENGTH=25.66 r N40'02 46"WC80CbTANGENT= 13.12 15.73' S8 3-w ® DELTA=29*24'04" 581 3 tn C19 0 w E RADIUS=50.00 32-68' N8908 8T2255229.07- r"761* CHORD DISTANCE=25.38 INDEX MAP NOT TO SCALE MONTVILLE SCALE 1 1000, CHORD BEARING=S49*09'06"E -15 Nlf C20 10.68' 56 9:3y' I . 1, . %N - r%21ASSUMED. STREET 11,06 PROPOSED ADDRESS EDWARD RICUPERO & AMY RICUPERO5\- LINE 2512'± SIGN LOCA110 SEE DETAIL) VOL. 3 71 / PG. 9 75 LIMITS OF AREA TO BE DEEDED TO THE TOWN OF MONTVILLE 2Mtop LOT #15OC7 AREA 36,015.t 145ALUf 015-003, PROPOSED DRAINAGE EASEMENT C22 LENGTH=29.55 IN FAVOR OF THE TANGENT= 14.78 TOWN OF MONTVILLE DELTA=41'50'25" ASSUMED EXISTING—, AREA - 998t SF S27# 18'54"ERADIUS=349.76 STREETUNE .2512:E LF9.91, CHORD DISTANCE=29.54 BENCHMARK CHORD BEARING= N65*06'16" E V SURVEY CONTROL ROD K LENGTH=48.78 U -i ELEVATION = 137.69 TANGENT=31.09 aq co PROPOSED SIGN LjLOCATION 955 DELTA=90*09'43" clqRADIUS=31.00STREETNUMBERONLY) __-- CHORD DISTANCE=43.90SEEDETAIL) LOT #015-004 (lYP. OF 2) CHORD BEARING= N 17 4557"E 30' WIDE SHARED DRIVEWAY EASEMENT LENGTH=47.55 w TANGENT=23.89 DELTA= 13'37'21 U,_, RADIUS=200.00 o CHORD DISTANCE=47.4404 CHORD BEARING=S49-27#39"W LOT '#015-'005 LPIPE FND) 50-2PN88'57'02*W 7350-7_ N 198.10t 00 2 179.30 N89'03'11 "W 100 50 0 100 GRAPHIC SCALE IN FEET EN N/F f 9y VOL VOLUME 3i x V PACE SF Ag w. N C', Y QUALITY CONTROL CERTIFICATION GROUP REVIEWED AT PROJECT MANAGER 7L -&t, _/7 SURVEY 7 ENVIRONMENTAL CIVIL IRON PIN OR DRILL STRUCTURAL HOLE SET ARCHITECTURAL CL FILE 35105-A SNET SNET 0- 793 794 SNET 7 92 LROD 6 (FND) NIF JAMES LU13INSKI & SNET LAURIE -ANN NEWMAN i { 789 SN VOL. 378 / PG. 4161 SNET 791 LOT #1-E 790 C5 LIMITS OF AREA TO BE DEEDED TO THE TOWN OF MONTVILLE AREA = 13,517:1 SF NIF NIF LOT #001--OF7 RE13ECCA L. CLOUTIER i LARRY F. MATNEY JR & VOL.' 416 / PG. 353 LAURIE A. MATNEY LOT #1-D VOL. 340 / PG. 487 LOT #1-C LROD NW3 '022"E N88*32'03"EFlysa W 185.00' 351.92' FND) 3;-3-2loeE a I , - # 502.25' 24.33 q* W8 -i an a-71 rm vV 296.60 N%T00'00 PIPEjgjX (FND) (FND) 1 0 00 LOT 1111F BENE. RCT & W lo #00 1- OF4 o . KATHERINE V. RACE17E1) b10 0 0 'r- 0 C4 0 VOL. 132 / PG. 1169boi b LOT 0 110 U.) 0 cn b n LOT001-Or z? LOT #43-A CA # m LOT #00 1 OF2 #00 1 -OF3 cn PROPOSED SIGN LOCATION STREET NUMBER ONLY) LENGTH= 161.33_-, SEE DETAIL) 0) TANGENT= 104.35 DELTA=92'26'1 2" im RADIUS= 100.00 CHORD DISTANCE= 144.40m CHORD BEARING=N45*4737"W w " K PROPOSED SIGN LOCATION -u.) I.PIPE STREET NUMBER ONLY) W, 548'15'39"E (FND) SEE DETAIL) Lo 5-0.03" INI/F RONALD L. MUSCARELLA LENGTH=24.78 VOL. 132 /. PGS 1169TANGENT= 12.46 30' WIDE SHARED LOT 43-ADELTA= 14! 12'0 1 N87'59 'i E DRIVEWAY EASEMENT LENGTH=30.06' RADIUS= 100.00 w TANGENT= 15.50 CHORD DISTANCE=24.72 DELTA=34.27tn04 CHORD BEARING=584'5442"E LENGTH -9.91 RADIUS=50.00 (D LENGTH= X5.11 TANGENT=5.06(ACHORDDISTANCE=29.61 TANGENT=12.83b .4 DELTA=28'2,3'46" 0 CHORD BEARING==Nl7*13'32"W `Dc DELTA=2844639" LIMITS OF AREA TO BE DEEDED RADIUS -=20.0044.91 M RADIUS=50.00 TO 714E TOWN OF MONTVILLE CHORD DISTANCE=9.81 S00*2529"W CHORD DISTANCE=24.85 AREA = 21,761:k SF CHORD BEARING=N`14'3723"E 51.86' V_ PROPOSED DINNAGE EASEMENT CHORD BEARING=578* 14 27"El' N61"12*541W v - Vt\O-IN FAVOR OF LOT #001-OF5S28*49'1 6"W LENGTH=9.9 I ts I 3r 46.W ASSUMED EXISTING PROPOSED 00 AREA 8W:L SF 45.44' TANGENT=5.06 rl- LENGTH=27.53STREETLINE1834± LF ADDRESS DELTA=28*23 , 46 ci 30' WIDE SHAREDSIGNLOCATIONSOO*2529"W 'EWA TANGENT= 14.82 SEE DETAIL) RADIUS=20.00 DRN Y EASEMENT DELTA=5Z35'00" 57' CHORD DISTANCE=9.81 RADIUS=30.00 NS CHORD BEARING= w LPIPE CHORD DISTANCE =26.5821-4r C25 216.4.3 1* 245"w '23"E 8 (FND) N14!37 0 S! CHORD BEARING=N66*20'1 6"W12.58 21.76 0VA45.85 C9 - clu 10 LENGTH=25.66 r N40'02 46"WC80CbTANGENT= 13.12 15.73' S8 3-w ® DELTA=29*24'04" 581 3 tn C19 0 w E RADIUS=50.00 32-68' N8908 8T2255229.07- r"761* CHORD DISTANCE=25.38 INDEX MAP NOT TO SCALE MONTVILLE SCALE 1 1000, CHORD BEARING=S49*09'06"E -15 Nlf C20 10.68' 56 9:3y' I . 1, . %N - r%21ASSUMED. STREET 11,06 PROPOSED ADDRESS EDWARD RICUPERO & AMY RICUPERO5\- LINE 2512'± SIGN LOCA110 SEE DETAIL) VOL. 3 71 / PG. 9 75 LIMITS OF AREA TO BE DEEDED TO THE TOWN OF MONTVILLE 2Mtop LOT #15OC7 AREA 36,015.t 145ALUf 015-003, PROPOSED DRAINAGE EASEMENT C22 LENGTH=29.55 IN FAVOR OF THE TANGENT= 14.78 TOWN OF MONTVILLE DELTA=41'50'25" ASSUMED EXISTING—, AREA - 998t SF S27# 18'54"ERADIUS=349.76 STREETUNE .2512:E LF9.91, CHORD DISTANCE=29.54 BENCHMARK CHORD BEARING= N65*06'16" E V SURVEY CONTROL ROD K LENGTH=48.78 U -i ELEVATION = 137.69 TANGENT=31.09 aq co PROPOSED SIGN LjLOCATION 955 DELTA=90*09'43" clqRADIUS=31.00STREETNUMBERONLY) __-- CHORD DISTANCE=43.90SEEDETAIL) LOT #015-004 (lYP. OF 2) CHORD BEARING= N 17 4557"E 30' WIDE SHARED DRIVEWAY EASEMENT LENGTH=47.55 w TANGENT=23.89 DELTA= 13'37'21 U,_, RADIUS=200.00 o CHORD DISTANCE=47.4404 CHORD BEARING=S49-27#39"W LOT '#015-'005 LPIPE FND) 50-2PN88'57'02*W 7350-7_ N 198.10t 00 2 179.30 N89'03'11 "W 100 50 0 100 GRAPHIC SCALE IN FEET EN N/F NOW OR FORMERLY VOL VOLUME PG PACE SF SQUARE FEET LROD IRON ROD STONE WALL WOOD FENCE WLF# LIMITS OF INLAND WETLANDS MONUMENT SET IRON PIN OR DRILL HOLE SET 62.86' 7.60' 988r58'33"W 'N88000804 LIMITS OF INLAND WETLANDS AS FLAGGED TO MY KNOZ GE AND BELIEF, THIS MAP I's SUBSTANTIALLY BY f LE, REGISTE s SCIENTIST C0RR, E TED HEREON., SIGNATURE DATE RICHARD H. STROUSE, L.S. #9679 DATE CNI N oc) 00 co D c: 0m E CL HILL ct c:) o 0 ui 0 co c) rA 00 c) a: N C)aLo Lr) 0 0 Z 0) C) 0 M0 0) rr/y z 03 1) C) z c) F_ ca cu E Q. 0 2Ce) w D LL. CL N Lo M c:) r. cv) ul)cr) Lo 7' 0 C:) LLI0 A ft. 0 IL z ui ui a: V) z C) z c) F_ Q. CL D LL. CL 0 Lu W Z z 7' 0 C:) LLI0 z Ld 0 IL a_ - Lli V) 0 m LLJ cr_ m V) V) V) CL z mV) o j ui V) U. 0 ui ui 00 r) r-) 0 r) 0 z LD I— 1- 0 ch a - z O n z Ly C) I- 0- 0 Lu 0 u Ld 0 U) 0 to Lli 5; F LLJ Ld 0 Lli Lj 0 0 0 0 r - C3 c\I 0 z U) o m C) Ln M 0 0 c -,i L0 cn U) 0 Coli 0 LLI 0. z LAJ Z z C) Lli y D D D C) 0 0 f) Ld af Lij D__ 0 0 LLJ j Cl_ m C) n DATE: 07/01/2007 SCALE: 1 " = 100' PROJECT# 2006359 SHEET 5 QF 16 1.) BOUNDARY SURVEY MAP'PROPERTY TO BE CONVEYED FROM LDRETTA A. SHEEHAN O ELIZABETH P. 3HEEHAN MAS5APEAG ROAD, MONTV|LLE, CONN. SCALE 1^=20' DATED 13 JULY 1888 CHANDLER'. PALMER & KING -NORWICH,, CT. . 2.) PROPERTY SURVEY PREPARED FOR ELISABETH PATRICIA SH.G ROAD MONTVLLE CONNECTICUT.SCALE:1" '. DATED: DECEMBER 15, 1999 REVISED 03/06/00 EASEMENT ADDED` CHANDLER, PALMER 8c KING. ` 1) THIS EY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF C0NNECT|CUT^ AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. ON SEPTEMBER 20' 1996.. . THE TYPE OF SURVEY PERFORMED IS A BOUNDARY SURVEY CONFORMING TO THE STANDARDS OF ACCURACY FOR A HORIZONTAL CLASS A-2 AND VERTICAL CLASS T -J. BOUNDARY DETERMINATION CATEGORIES ARE AS FOLLOWS: RESURVEY OF THE ENTIRE PARCEL PROPOSED SUBDIVISION LOT LINES BASED` ON A ORIGINAL SURVEY THIS SURVEY WAS PREPARED TO DEPICT THE BOUNDARY AND EXISTING CONDITIONS OF THE SUBJECT PROPERTY FOR DEVELOPMENT OF A RESIDENTIAL SUBDIVISION. 2.\ ELEVATIONS DEPICTED HEREON ARE BASED ON TUE NORTH AMERICAN VERTICAL DATUM 1988 [NAVD 88l. ^ THE PROPERTY IS SUBJECT TO THE FOLLOWING EASEMENTS OF RECORD: CONNECTICUT LIGHT AND POWER RIGHT OF WAY VOLUME 43 PAGE 21'2 OF THE TOWN OF MDNTV)LLELANQ RECORDS. 3.) COURSE BEARINGS DEPICTED HEREON ARE BASED ON MAP REFERENCE No 2. 4.)THE SUBJECT PROPERTY is SHOWN ON THE TOWN OF MONTVLLE TAX ASSESSOR MAP No. 33' OF BLOCK O, LOT No. 001-OOF AND 015-000, 5) THE SUBJECT PROPERTY IS REFERENCED IN THE FOLLOWING CONVEYANCES RECORDED IN THE TOWN OF K4ONTVLLE LAND RECORDS: VOLUME 457' PACE 839 DATED . FEBRUARY 2, 2005. VOLUME 230, PAGE 852 DATED MAY 1' 1081. VOLUME 220` PAGE 529 DATED MARCH 13' 1.800. ` 6.) -THE ENTIRE PARCEL OF PROPERTY CONTAINS 89.72± ACRES. 7.) DELINEATED WETLANDS IDENTIFIED ON THE GROUND BY IAN T. COLE,C.S.S. 8.) THE SUBJECT PROPERTY IS LOCATED IN ZONE R-80. . PROPOSED LOTS UES WITHIN ZONE `X' PER FIRM PANEL 11 OF 10` TOWN OF MONTVLLE' CONNECTCUT, NEW LONDON COUNTY, COMMUNITY PANEL NUMBER 080090 0011 C' MAP REVISED: DECEMBER 5, 1995. 10.) CONTOURS AND EXISTING CONDITIONS' DEPICTED HEREON ARE 'TAKEN FROM AERIAL. PP|NG PERFORMED BY' GOLDEN AERIAL SURVEYS, INC. MAPPING SCALE 1"=40`, PHOTO SCALE 1"=500' 11.) AN IRONP|N R DRILL HOLE TO'BE SET AT ALL LOT CORNERS, A MONUMENT WILL BE SET AT ONE FRONT CORNER OF EACH LOT. 12.\ THIS SITE IS LOC/TED IN A COASTAL AREA MANAGEMENT ZONE 13.\ THE APPROVAL OF THE DEED OF CONVEYANCE OF THAT AREA DESIGNATED HEREON AS "AREA TO BE DEEDED TO THE TOWN OF k4DNTV|LLE AREA = 4,040± SF, ±270 LF" BY THE TOWN COUNSEL FOR THE TOWN OF kA0NTY!LLE SHALL DE A CONDITION PRECEDENT TO THE ENDORSEMENT OF THIS PLAN BY THE CHAIRMAN OR SECRETARY OF ' THE K4ONTV|LLE PLANNING AND ZONING COMMISSION. . 14.'THE SIGNS SHOWN IN THE SIGN DETAILS ON. SHEET 14 ARE TO BE PERMANENTLY- MOUNTED ERMANENTLYMONTEDANDMAINTAINEDINTHELOCATIONSHOWNONSHEETS4AND5HEREOF. IT SHALL BE THE RESPONSIBILITY OF THE USERS OF EACH COMMON DRIVEWAY TO MAINTAIN SAID SIGNS IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THE JOINT DRIVEWAY EASEMENT AND MAINTENANCE AGREEMENT APPLICABLE TO EACH COMMON DRIVEWAY. ' LOTS 001-OF7, 001-OR3^ 001-OF5, 001-OF4, 001-OF3. 001_OF2` 001-'0171 AND 001-OFO SHALL BE REQUIRED TO BE INTERCONNECT TO MUNICIPAL WATER IN CONNECTICUT ROUTE 32 UNLESS A WAIVER OF THE INTERCONNECTION REQUIREMENT IS OBTAINED FROM THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH AND NOTICE OF SUCH WAIVER IS FILED IN THE MONTV|LLE LAND RECORDS WITHIN TWO YEARS SUBSEQUENT TO THE DATE OF APPROVAL OF THIS SUBDIVISION.. THE FOLLOWING LOTS WILL REQUIRE A SEPTIC SYSTEM DESIGNED BY A PROFESSIONAL ENGINEER: LOTS 015-qOD' 001-OOF' 001-OF1, 001-OF2, 015-0031 015 -004, O15 -D05' 001-DF3` 001-OF4^ 001-OF5 AND 001-OF0. 17) THE TOWN OF MONTVLLE WILL REQUIRE A $?'OOO CASH EROSION AND SEDIMENT CONTROL BOND CONTEMPORANEOUSLY WITH THE ISSUANCE OF`A ZONING PERMIT FOR THE DEVELOPMENT OF EACH LOT IN THE SUBDIVISION. ` REU9 ESTATE OF ELISABETH P. 3HEEHAN ` FIDUCIARY - HARRY B. HELLER 736 NORWICH -.NEW LONDON TURNPIKE , UNCASVLLE. CT 06382 11IL QUALITY CONTROL CERTIFICATION^ GROUP LOT #/ADDRESS DAT: PROJECT MANAGER ED rJl;- 1/17 SURVEY RADIUS I LENGTH ENVIRONMENTAL 015-001 #57 MASSAPEAG RD m jmvv CIVIL 001 01`1 #76 MASSAPEAG RD STRUCTURAL 47_5± ff. uuoo FTI F ix;l nc;-A U TO SCALE WLF ENtPROPOSEDDRAINAGE . SBAINFAVOROFTHE TOWN OFCHARLES-, MRSHALL & AREA 812:11: DEBORAH L. ANTEZZO WLF LOT `. 4-0- 691ZiaCENELINEOFBROOKAf7j- IfISPROPERTYLINE082' 7AWAFnAM1795* SIFNIFFRANCESB. PLOTNICKLOT # 9ASSUMED EXISTING- r m/1F N 506 POST LLC VOL. 397 // PG. 760 LOT #y3 12934 ib015-000 4958 104.59' ow co 37-46 39. 8 35046*W NIF HOWARD W. BEETHAM LOT #16 um OF AREA TO DEEDED TO THE TOWN OF MONTVIIILLE F HOWARD W. BEETHAM VOL.00 lv//-^/`/ , , co LOT #Y6 U SIGNATURE SOITE DATA TABLE LOT #/ADDRESS LOT AREA 015-000 #51 MASSAPEAG RD CURVE DELTA RADIUS I LENGTH CHORD 015-001 #57 MASSAPEAG RD 87,513 SO FT 255±. FT 001 01`1 #76 MASSAPEAG RD 404,929 SQ FT 47_5± ff. uuoo N p- / uo C3 T00`15to 229.94 36.14 S3T58"53*E 36.10 C4 113"25' 229.94 77.15 S54?05'43"E. 76.79 0 D CB 232'42 200.00 19.36 S5T48*480W 19.35 N LO cn cn m U) co um TA fl. C8 2T42*41 284.77 112-88 N7,V39-09-W 112.14 clo lTl9"13* 754-10 162.15 07-42'21"E 161.84 C1111 C12 C13 5-r45 .'28" 9v 131430 I.Z33'19'* 153.29 499.86 458.59 154.53 185.20 100-49 S6T3427V SM0452*W N25'44'40*E 14a.07 1.84.15 100.29 C14 I.T37'09* 605-78 165.141 S3646'03V 164.63 C15 15*23'31'@ 518.59 1.39.31 N36 -52-52-E 138.89 cis W43*06*p 518.59 87-96 N2f19*34**E 87.85 C17 1 V33'56" 439-86 111.82 S2644"59,*W 111.52 CIIB 6'3947" 439.86 151. 151 S37211'541 V 51.12 C19 57*4525" 93.29 94-04 S6T3426"W 90.11 C21 30'34*09" 224.77 119.92 N7lT3453*W 118.50 C23 23'3029- 349.76 1143.51 S75 -03'03"E 142.50 C24 3(r3o'39* 349.76 186.26 N77 -5623-E 184.06 C25 3T44 12" 153.29 106.31 S78!35'05V 104.19 C27 3(r34'09" 284.77 151.93 N7fr,34*53V 150.14 C28 21*13'430 439.86 162.97 S3(yoV52*W 162.04 C29 2606'36l 518.59 227-27 bL32701'19"E 225.46, C31 29*7-2'2 222.15 113.89 S82*58'48*E 112.65 C32 5024'12w 222.15 20.951 S65*35'30"E 20.94 U SIGNATURE SOITE DATA TABLE LOT #/ADDRESS LOT AREA 015-000 #51 MASSAPEAG RD 88,616 S)Q FT 530 ± FT. 001-OOF #56 MASSAP,EA RD 96,515 SQ FT 184± FT 015-001 #57 MASSAPEAG RD 87,513 SO FT 255±. FT 001 01`1 #76 MASSAPEAG RD 404,929 SQ FT 47_5± ff. co cb° nm Cm HILL 00 CO- uuoo N p- / uo Z5 c Gj n u^ 0 D no iwco N LO cn cn m U) co um TA fl. Lj N/F NOW OR FORMERLY VOL VOLUME PG PAGE CL MONUMENT TO BE SET IRON PIN OR DRILL LL_ CL ctf ::7 z Of Ld STONEWALL < V) U. uj cn cc LA 0 URE DATE > Ld MONTVILLE PLANNING AND -ZONING COMMISSION Li 1_ IGN;JURE DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW LO co LO DATE OF OMPLETION OF ALL WORK (D C-4 -It c\j DATE: 07/01/2007 100 Ix PROJECT# 2006359 Tn MY KN10WI Fr)( -,F A RR IFF, THIS MAP IS SUBSTANTIALLY EQNSOIL SCIENTIST CORRECT S`,\ 1 \ sn l \ "';--'_, ',P„=-v^v'-C' rv-rY\rv. -ti",7; \\\--'''.. 1 r \ \s rf f li '`''v \\ \\ \i \ f -\ `, 1 r i / \ \S Rf 1 \ \ \ - \ v. \ v a l f I \.,.\'\ \\ € 1 l..\ \- \ \\ \ `,`\ ^'.,..^`^'tel AS UME6I Y1f,EE' tt \ \, \```\ it \ 1 1_r / } i `'-.S.__ S-5— ii 1 \ \ . \ 1 I t \ \ \\\ \ \\\\ \ \\\\\t\\ \t \ \ \ / I , S- s'-_--- ®P s, } \ _ \ LINE 1274 t \ \ ``\ \ \ 4 - - _ _ __ __ 1 is \ \ \ _ t \ \\\ \\ I\ ` l ( \ ll j 1 1 \\ \ \ - \ \ \ \ \ \\,\ \\\\\ \ t 1 i ! , /- -./ / 2 I I1 \ \ \..\ l\ \ \ \\\ \1 1 I- - \ i JJI \ \ \ \ \ \ \- ' \ \ \ t t \ ,_' -' \ \ \ \ \\\` \ 1 } I 1 ' i 1 1 I I . 1(l I I \\\`\ -'\_. \ \ \ \ \ { \ \ / \\\\\\\ \ 11`,} 1 i f 11 t - rT I.ROQ\` Ilr1t \\ \ \ \ \ \ \ \ \ ,\ \ ' \ \ } 1 I / I / 1 I / t r - r tr1 \. __ \ .\ `\ I , 1 l \ \ j ,, \ `` \ \\\\ t / ,, \ c t \ \\\_-,,,\ 1 1 j 4 1 } x, - ,'\ \'\'W\\ ` \\1\} j41 /r!/ l ; € I ! r ( ,' /' \\ rC \:y`'" ,'_ r`1\ KPUNQ' } r ; .\I _ , , } } 1 I ! I \ l 1 1 i I `\ \ \\\`\\\\\V'! } 1 I l f / J I I i t € / _ \ '-) \ \. \ 1 i i i x A c` I € I I 1 \ ( 1 / 1\ \\ I \ \ MA\ ,,, ! 1 I \:, \ ` \ I I , 1, A 1" -_ 1 V 1 >\ \A t ( V A\ 1 1 t --- v 'v 1 ' I ( \ \ l I \ \ / / \ \\ \}t 111 `\\\\, \ \ l t ! _-` 1.r ,\\ \ I t ) I \ \ ` \\. \ \\\.. / \ \ \`1\\\\'\"\ "X\'' '\\\\ \\\ N - \ \ E \\ \ t _""'_ \ \\ I I II1r \` \ \ \ \ \ \\ \,\ \\\ \ \ %/ - \ \\\ \1\\\\\\\\\\\\\ \\\\ \\\ , / / \ \ i t \ \ - :_ `'\ \ \ `'`•\ \ I I I \ \\ --- \ `\ _' .r\ \ >5 1 \ \\\\\\\ \\\ \ \\\\ \\ \ \\ \ \\ \ \ tI \ \\ \ ° \\ \ -- ,\ , . \\ \ \' \ $\\\\?'\\``\.\\\\\\\\ . \\\\\ .,,\ \t \ t (r (, _ ( r \ \ \ Ii-'[f \ vvv . A _ y v 1 \ y v `v \v v , , , v C _'rte - I I r + t \\\\ ` \\ \\ \ \' \\` 11\\\\\p\\\\t \\\,\\\\\`\\ t t I 1 tt\\`\\ \ \ t \ _ ,. 't '\ \ i I I \ , \\\ \ \ \ \ '\\, \ V+ \ l 1 \ \ \\ \ \ \ \ \ \ \\\n \ t, / 1 \ \ \ \ '\\ \'\\\` '"r=-,- \ '\ - \ \ \ I x I) . \ :\\\\\\\\ \ \ `,. \ ,1 \\-_ - _ ', I I `\ \\\\\\\\1\\ \1 1\iv " \\\'\\\\\`\\1 \\( 1 1 \ \\`\\\\\\\.\; \\ - \ \\ \ \\ I ! ) P ' v v A\ V \ _ v. AV : I t1 A I \ \ \ \\ \\ \ \ \ \ \ \ \.\\\ \ \ \ \\ :\\ \\ `\ \\ \ \\ --- _\ \ \ \`\\ N I vv v, v v v vvv v vvv.vv,, v _ v v v I. y \ __ i' v / _. .. \ V ' \ A ` A V \ \ A ", "" ` \ \V`\V ^v'\wAAA' ^ v' v Av . ,_ . p ivi F I I i I i \\ ____ \ \ \ \\\\\\\\\\\`\\\\\\ \\`\' ,\\\\\`; ~`\. \\\ •\\ =1=-. T-\-` = - _`'_-= -- REB GCA L. CLC)C1Tl i4 i L_ ___ ' JAMES LUBiIVS t & - t\\\\ \ `` - \ ` \ \ - \\ \ ` - _ VOL. 416 f PG. .3 l,F c \ \ \ \ \ \`\` \ \ \\ \ \. \ `, , _ ` ^ • \ -, __ - - LAURIE -ANN 1EWArfAN e ' 1 \ \ \\ \\ \ \ \ \ \ \\\ - \\ ` \\\\ :-- \ \ \ \ \ _ # LARRY` F. MATNEY .IR'cx \ , \ \ \ \_ \\\\ \ \ ' \ \ \ VGL. 3?8 PG. 4161 I I i LAURIE A. MATNEY'` . f -._._-'l : / t/ / __ \ \ \ \ \ \ _ \ \ \ \ , \ \. \N\ \ \\ \\ \\ \ \\ \ \ \ \ ,\ \_ \" \- \ \ +- \ f' — \I \ \ , \\\\ ` \ ° \''.\ ` - \. ; ; — _:_ . \ \ \ _ \ . \ .\ vOL. ,¢Q / P 4 CATi \ i \ \ \\'` \\\\\ \\ ` \ \\ \\ \, \\ \ \ \ \ \ \ \' \ I LUT j 1 , ; y \ v A\ v v v 1 \ V V A \ 1 1 1 \. -- \\, ! \ '_' \ \ # I I / ) 1 / \ \ N1111 \ 1 } I I \ \\\ \\ \ i `\\ 1111 \\\ 1111,\ \ \ \ /`/ I t Lam- \ \ \ \ \ \ \ \ °\\ \ \ \- \ , \ \ \ -'I< / I j / j fi \ , `\ 1 \ i1 j ti \ \ 1111 1 i ` `_ \ \ \ \\-\ \ \ \ \ 1 l ! l / 1 } i \ \ \ \ \ \ i I \ \\ \ '\ \ \ \ \ \ \ \ / I / r t i / 1 , \ i . BENE f AGEiiE11 } \ \ \ \ \ \ \ \ \ \ , \ \ } \ \\\ \ \` `\ t \ \, \\ \ \ \\ \ -\ ' \ \ \ \ \ `c uNa j 8&3 { E ,, / 1 t \ t \ \ \ \ \ \ 1 \ i \ \ ` _ _ \ \ \ \ \ \ U % \\ \` 32 Q2 t I . P P I KAi HERIN V RACETTE 1 \ \ \ \ l t 1 \ \ \ \ \ \ 1 ! I \ \ \ \ 1 \\ `._ __ __-_ \ \ \ \ \ - __ / 1 \ ! l \ ` 1 \ \ \ \ \ \ \ t I 1 1 1 \ \ \ 1. \\ 1 \\ ;_- \\ \ \ \\ \ \` ` -\ _ _ , 3 1. ! % ' f ; / iU€Dfit, 4 \ I ) I \ \ \ \ \ \ \ \ _ - -'. ____ q 1 + I \ ` \ \\ \ ` \\ `\ \' \ \ \ 't 1\,,1 t \\ ` ``"\\\\\ ^\\.'i' \ ®\ \ \ \` \ *. t ` VOL t D 6 I \ '\ \ \ , `\ \ \ 1 \ 1 \ a 1 \ t \ ' _ \ \ \,\\\\= _ `\ Q'\ \\ \ } t `\ \ \ \ \\`\ \ \ \ `'-- --' ° ~_'l /' !I r/ '/ l /// // /' \ i LT 3 I 1 \ \\\\ \'\ \\ \ \ \ 1 t \ } \ \ \ l r \ \ \ \ \ . \ \ \ t i \ \ \ \ \ \ -1 \ - r f r / I o \ , \ \ \ ) t \ \\ \ \ ,, 1 t 1 1 \ 't ! } 1 1 \\ \\ \ \ \ -\ \ \ \\\\\:\ -\\ k \ \ \ \\ \ \ \ .\ -.\ ,\ \\-- /" I 1 1 s /' I t '' I # z \ \ ) \ \ t \ 111\\ \ \ \ ` \ , t 1 1 \ } ) / I \\ \ \ \ \ \ \ \ \ \ \\ \ \ / / 1 / / f o .. \ ,, t ' i 1 I t \ r 1 \ 1 \ \ \X\\` -' \\ \ \-\ \ \ / / / i / i I _^ L \ € \ \ \ \ \\\\\\\\\ , \\ \ \ } \ \ } 1 1 ) \ \ \ \111 \\\\ \ \ \ \ \ \ _ -Y__. / I // / / / I . 1 \ \ / t \ I ` \ \ 1 \ \ \\ t v \ \ \ \ ` \ \ \\ \ '\ \ \\ \ \ \ \ \ \ \ ( \ t 1 \ \ \\\\\ \ \ \ \ \ \ ' \ e \ \ \ \ \ _ _ / / / / f / / / // ° , 7 \ \ \ \ \ \ \\\ \\\ \ \\ \ \ \\\ \ \```. , \ ` \ - 1 \. € \ \ \ \ \ . ' j \ `\ \\ 1111 \\ \'\ \\ \ \ \ \ , \ ___ _ - / / ! r` // /'` I j ,-\ \ \ \ \ \ € \\ \ \\ \ LOT d33 -a -QCiF \ r I \ \ \ j / \'\.\\ \ \\ \, ^\-_ ltd `_/ \ \ \ \ i \ \ \ ` \\\ \ \ \ 1 / i \ \ l 11,\ \\ \ , \. ' \ \ \ \\ \ \_ `- -_ = _-_ - / . i } / / / /' t --- 15.. 1_.-'_` 'Y I t \ ` \ \\ \` \ ' } f , \ \ '\\ \l`' \ ,' ,, \ \ i \ \ t t { /r ''' ` •./• \x \\ \ \ \,\\ , \ ,\\ \. \ \\_` '\ \ \ \ _ \ _____ / / % _, Vii. Q t \ \ \\ \ \ \ \\\\ -\\ \`\ \ lid "_``` \\\\ \\ `\\ \ \ , ' _ i / I / J' !J f Fyy ( - tr / h \ \ \ \ \ \ \ THE `\\\ \ \\ \ \ € <_ J -- f / ' ,f fj \ \ \ ` "\ \ i A \ t __' ( \ \ \ \ \ti \ ,\ \ ESTA i E al' 1111 \\\ \ \ S. f fQ TtiR\tJt? \ \`\ 1111\\ \\\ \ \ \\^ _ _ _— r ! t / /'' /r /= l "l y r VOL I \ 1 \ \ \ \ \ °AFL SABETN P.. SNEENA.f\i \ \.\ : \ \ \\\ '- _ \``_1J j I / \ .-\-, , `\ \ -- \ j / / / r 1 / j \ \ \ \ \ \\ VOL. LV PG. .1G \ \\ \\\\, \\\\tfr"_ / / / / 1111\\ \ \,=\\ \ \\` \ \ \ € i 1 / / ft \ \ \ \ \ \ \ \ \ 30 \'. \ / \ ^. \ \ _ ) I I \ \ \\ \ \ \ \ \ \. \ `\ \ \1\^\ "• \ \`' ", `\\'\\ //ice: - - \.\ \ \\\\ \,_ -\ °` ; ; `' \` \\7`- `\ \ \ J I } ! 1 / 1 \ \ 1 } ) I i \ . \ i `\ \ \ \\ \\ -" \ \\ \\ \ \\ \ \ _ \ \ \ \ \ -' _ --,\ \- ``.-^ - , \ — _ \ ^ \ J / ` i f j - _ I( L- l I v 1 } i € i 1 t f\ v vv A `, v\vv` \ v v 1 v v v ,v V -':.-_ ` vvv ,v 'yv A / ' t i ' II ` v ` x LROD I i I j 1 4 \, \ \ \ i ; f t 1 ! } \ \ \ \} \ \ ` \-_ \ ' -' -\\' \ \\ \ f t \ Ate\ \ \`-, ` _',.__ '' / - \ \ _ 1 f } \ 1 / f i € \ \ \ \,\ \ ` \\\ \\\ -- \ \\\ =.\ \ } I 1 \ - ` • - - '\'\.,:-- - - __ __ r \ ): ( _ i \ \ 1 1 r \ \ I i !' € i \ \'\\ \\\\\\\\\ \ \ \ i I / \ \ \' ^:; _ `_ / ( \', ? rJ v € ( \ v \ j / I / i 1 1 € l t I i v v vy v y vvvvv vvy;v v vv v f I v , , ^v v_ -v_- ``1 zl - ' cn vv1 _ \.__ \ , _ _ I 1 ! I r i 1 1 1 1 ! ) I 1 \ 1 f \\\\t\\ • \ \ \ `\ \ \\ \ \ \ t OCK \ - --,`\ _ _ \ ,, r -_, ro I 1 y ((\ \ 1 1 1 • 1 / / ,/' j / 1 / I I i t \ I { \ 1 \ \ ;.V "\'I '•` ,• - \ OUTCROP ° \ ` \ \ `\ - ~, -_ - ` r 7__ f ` t i 1 f f r i r 1 i 3 • I 7 S \ } 1 \ 1 \ , Y \- .,, a. \ ' \ . \\ `. \ !!I -^ \ \\ \• ' . ''^---•-.---.._ _ fl; _-%:...-c.;-w- ..,..- 1 / I f <I / I I f I I } 1 1 i \ \ \ \\ -\ \\\\\ \"-,' \ \(,t 1 I- \ \ ^\_ _ `-- \ \ I __ r f II ,/ !/ /:/// // I / / r! / € I I ! } 1 I } \\ \ \ .^\ ,"', \\'\' =' __._ - ::— - '\ ' i;'------"`\ -- - V ) I f / // ! / / l ( r f / / \ ! / I 1 ) f / I \ \\ \ \ \\\\\ \ - _ \\ \ \ , --__ 1-1_I I ! r / i l 1 / t / i /` i i ", \' \\\\\\\\; _ \ \ \_ `_ _ 1 --31I / / / / r ) l I r r I /, r , 1 / i / I } \ \ - \ \ \ '\ - , = = -,, \ `\ %_.- \ c, l / / / i.-_ I / r r I € 1_ / / i \ \ \ 1 I I } ! \ \ \ \` \ I \ i j///,// / // /` ;s f ( _-- -__ `,! / / I l 1 ( \\ \ I } t \ \\ \\ \ -\ E \ \ ` I ` --- _ H i 1I I ( 1 ( r jf / s ( ' ( / ! - / / \ '\ \ I 'b \_ `\ \ - `-\ \ \ \ \ / -_ 1 \ \ ' \_ t 1 1 1 p/ / % / // / ,moo --'/ /-' /,-- \ \\ \ \\\\\\. \-\,\\., \ -\\ \ \ \ I\ z l / ' ) ` 1 I 1 / / , // / // `ter _, I_ /' f 7 ,\ `\ \ \\\\\ \\ _• \ \, \ ` \ (' {/ 1 // \ Y I 1 € \ // // t / / /' - _2---__.,____ -/ \ \\ \ \ \\ 1 \ \ ( i tom' _ 1 / ! / /// / / / / 1 — - \`'__, ~\ \\\ ` \ \-_- -`\ \_ \ I / ) \ \ - Ods e 'N -, ' `\\ \ \ \ tl f ! / ft rl 121 / / /_------_-— `\ \ \ \\ \ \\ _= _`\``` - -' ' - /-, -\ \ ]_/: ) r /_ VA.^-_-.. .. 1111 \\\ \\\ \ f i f // / // r' 1 l \ \ \ \ € i ( ( 1 I%F III=III=III-II1 F `; " \ \ ' \ \\\ \\ \\ \\ \ ; \ I I` / / / '/ ! /' / /' / - ,. `1 \ \ \_ ; ` .- - \ \ \ \, , r - _ ' x,\ \ `<</,' %, - RONALD L< il(,1 CAR LLA OL 69 L \ \ \` \ \ \\t / / \ 1 C \ \ \ `\ ~ \ \ \\ T \ 1r1a \ l f L PG, j _ 1se5ri44c _ d x r z `` \ \ \ \ \\\\ \ \ \ \ \\. \ \`\\ \\ Imo\ ci\ j \ \ I f / _\_ — t \ \\\ / 1 % v ' D"" -'ter 5 ` u . r \ l \ \ . \\. \ \ \ \' \ '\ \ \ \\ " \\ 1 \ 1 / 1 `fr \ \ \ l \ \ \ \ \ \ \\\ -' o/ -w ` ^, ,\ i /i` }` • 3. t \ , ROuVV4 ,rye \ / sC a s zv q w s \ \ A \ 7 \ \ i'— 1 } \ \\ \ \\ 1 / I 1 l \ \, \ r i y \ r ,. ,r I \1r r r 4 r S \ t \ \\ --...` `\\ '`— l \ ROCK \ \ \ \ \ \ `.\ I \ tt, ! \ \ \ r / y , \\ \ \ _1 \ /' ( i f \ \ \1\` 1i1= tlt l \-1, 1 \ \ \ l l I x; w a \ \ \ \ — \\ \ \, `\ \ 111`1\ r,/S/UTCROP _.-_ \ / . .\ --\\\ `\ \\ \ / S \ \\ \\\\\\\\\ ; \`,-(\\ \ \ \\ \i \ i ( I ? lr _ ` - \' \ \\ \ \ \ , \\\ \ , \ \ \ i \ \ \\ f i" , \! /\{. /ij\ \ \ \,\ (~ \ \ \ \ } I \ } \\\ \ \\ \ f \\ \ , ,\ \ \ 1 \ 1s ' - - \ r } aid > + ; F 6 r.. z t s, _ i \` \`- 3,7- `, \ \ $ * •l ;/D [E _--\`\./ \ -'z r`\-.J/ja \\ .\\ ! \\ \ _ \ \ It ! 7 ( \ \ \\ \ \ \ \\ _ - ,\ \ \ \ k"rr •,jJ ! x-r'..a' n,7 a'' 'k` s;.; i f - \, \ \ \ \ \ '\ A, .\ — '--- tt? ) ,t _ ` _ F ,i t 1 \ -\•. `\ \ \.I. fes.. _\\ •-.\ \, t h= a +.; rr ` r ' x- '-1 „_ r v `7 \ - `'' \ \ `\ \ \ \ i' \ \ \y--.'_---_ --.—, \\-'. / f f i r `\ -\ \ \ , ( l \ '\ f \ i \ -\\\ \ \ : \ \. I I' / A..'. t I y r k:.._, $ -t 5 3 ' s 5 j`\,\ \ _ \ \ \ \ 1 \ \ \ \--- \ \\`'- 7.: r4.—./ f , I ! { \ \\ .\ \ `\ \ t € 1 // r / } 1 \ \\ \ \ ` fj,,.x /f.``.\ \\`- l 1 - v 14r n,, f Ste, s 9 ` ' 1 'N a, r ''.. \ \ - `\ \ \ \ \ .0 1 \ \ \ ` - \ \ I I ! 1 \ \ • \ I I / / \ \ \ \ Jl .'-if( \ \ \ '\ \ \ \ a ` \ \ 7 -•U '4 r r`$ z tf ` i , d x', Fr \ \ I ` \ \ \ I 1119 \ \ / g s t b rcp ' \ \ 1 \ \ `\ \ // f \ ` I \ \ \ `\ \ / \ t t"r r- r, -'__b r/ , > Y#;` r '?. .,. :11-TJ.., 1,``-l_a_l \ \ 1 \ \ \ \ \\^ \ \\ / I ! f r 1 , `\- \ \ l r / \ \ l\_ \ \ 1( t - /\ 4\\.-,t- \ \ \ \ \ \ ASSUMED STREET \ ` \ 1 } sh z fat 7 It < z i / 4 I \ \ \ / / I 1 \ -\. \ \\ \ `\ \ \ I / / / / / ` \ \ / { \\ s " r r --' ' I / ,,\ \ \ UNE 1834 f \\` \ `y/ /i \ \ \\ \\`\, +l , I \\ \\ f (i f I ,//, `' . wk \a. . 63 !, l.. t`ti, ,'d''` ! - { 4 f y / y 1. \ \ \ (\ rr / ..,,.^ -' \ '\ '`\'\ / / r _ __ 1 \ \\ \\ \\\ '( `, \ _- '_ \ \\ \' ...._/ I (. ( I € V `\ t rs+` z, .,'` 1 "' r. a sz rA a^" s .\ \ \. \ ` t \ / i \ t. '..t,r-^.` ti..'""-''•i`J`''-.-'774\` \\`\`\,\`,/V..i-s^f'T',..1 t L,J- \ \\\\\\\\ \,\\ \\`/ems _ "['" \ `\ \\\ / I i (+/ f 1I ff r \\ ''_._._ /. I ' a rr 79 r - I '- s ai i" \\ \ \' `tl...x!,,-'1 ``si.ii'^+,,,,, \`;J\'t. \ \ \ ` \ \\\. 'i1 1 ,/`// `\OCKp , \.`\ `,\\ __/ I I t i f I! / . yr `\ . // ti; 1V -,r ^jV 11__ - - -`c= \ \ \, \ \''\ \\ /\\ fx: O i\OP x \ \ \ \. / I ( I 1 1 j ri .F/ , J / J rr F 1 € 1 \I / j ,/ , / - *C? _ .:, \ \, l t } \. \`` _ \`, _ -- /r i I /1 , , • `/ G' } t.4 rh' F > x a L=. >F' "e , I / 1 ! iw.l y -y -V, tr--.r''; ,,^/' -,r b -y^ , .. \ / C., r \ \4»y\,'3 \ _—_ / I f i f , ,/ `i . 4s // F " x..x„a t s ,i x . , , s j 1 1 } 7 / / / \\ i ._„.'” ... \ \ ,^\\ ' / } 1111 \--\ ,\ 1 1 '1 f j `-,- i / r r l 1 { A$SIiMED STREET \ \ \ \ \ \ \ ~ \ / - / I I / , / 1€ , i st A _y / I I r LINE 2512'f .- __ \ \ \ \ ) // t , f) t \ \ `\ \ \ / ,._ ,/ r I f / / // <_; kl 3 ' x x r a s; 1 + I r 7 / % / / "' '\ \ \ _ \ \ \ I ) !, / i / 1 \ \ `\ 'Z- / i- I I % / / F • ' x,3I.71I ! / f / 7 \ ` . \ ) / - \ \ \ / / x, , -n. , > I 1 _ l / ! i / /` / \ \ \ *,F _ - _ , \ 1 1 . 1 1 / I-,1 .f . .l. i 1 `:': ` -\ /- ---- ` / l ,,,f`'- I f.-/' , ire ',/ ` ! f / / _- ` \ r Sfycr, - v / /--'..- 1 I ! 1 / / J \ 1 i.`r- -" -'4, I -..-" / I ( , ,n., f a .}-F-•,w e5 Sxd 5 k{> / / I / // l"-- --_ \\ { .. } ) I I 1 f / ., /\ _—`^ _ T \ I `i/' - //, Jj,, J1`/ % / ets Cie } + h rF !",.; y9^xy • / / / / — \\ \ \ / - 1 1 ' 1 \._' "r ^-V.v:._f '`3-"" ' z — YS Y ,' d I ti ! k- E S l - / e / / / / / r^='..— \.-.-...-_ \ \ \ \ ) / \ t ( I ) r f / / / ' 'j._. ,-^ 4 { ^ \ ~'__ \-\\t 4fJ` ' I C \ tori' F s, i a t C: s .'/ - \ 4 i I / I / / ,. /-_` / - ,rr ra } i ° s ' t d , st / / / /, /f/ .! j-^-'-_'-- i2, `- \'\ \\ \ \ \ \\ \ " t ( ! / / /I' / /r / / // 1' r. _`. ""_--"f ....Gf -- ' qijam, . z / c ( '--_- -\ \ \ \ \ \ t i 1 i r 11 I I j / / r x - i/7 t __ 11 stll z+ n -lu C < \ ^ }`\ \ \\ \ \ \\ i I \ \ 1\ 1 l I 1 11 I / / r / // ' . ' `,,. \. I) - J, r/r / /,/ s; `tom `` \ ` -) - / \ \ \ I I I! / _I `^ - _ _----? : r r I` I j \ t \\ l ( \} 4 1 i j Int 1 r I r/ // , ,.i 1 Y\ r, / r? <; ' i -1 f' ' I \ \\ \ \ I 1 i \ i1 I / / '/ \ , ' jerr" ,' / ." ' - 1 , \ t 1 i I I \ t € I / / , __ ---- 140 ` \ I \ \ \ \ 1 I € I I \\\\ f/), / /tom -_ / fi 1 , /' I € J // ,l _ \ \ ) ) c' EDt>VARD RICUPERC) & I \\ \\ \ \'`\ \\,\ \ \ \ ) I t 1\,\ tliI / / yl ,_ -- , \ ) / /. . x]143 \\\\ \ \ \ i i 1 } }, f 1) /,,/ r -- -,_\ cl ( \ \ \ AMY RfGUPERCI l~ \\\\\ \ \ \ \ j I i I T'01 I" /, `` \ \ 1 ( \ \ 1 ( \ . 1 X MAF \ \ \ \ `\ 1 \ \ \ \ \ \ \ 119 111)t;tir,I , (- , I !,- . \ i 1 i `\ \\ \ \ \\ VOL. 3?1 ,/ PG. 975 I )\ \ j 1 \ I I 1 i 1 I `111} f .1111 if , ,It,ul ll s.. 1 ) - NOT TO SCALE - '\.\' '` ,1 J// \ t I % I 1111 ff.Il 1 Il / ttt j L) I !I I / \ \\ \'\ \\ \ \ LQT15 1ItI) II(it( /r / f CI,4 1 i tu; € L \ \ \ 1` - \ _ / / I I , \ ( / ( I jIfII t,\ !(1 ,-„. - /I 1 \ , \ \ \ \ , i / 1 / / )) \ I / ( i \ 1tr , \\ /\ICR P' ,.\\ ''''Ji I I 1 \t \ 1\ 20 7 , / / . / / / / 1 / (i 11 "I\\ \ . \\ I , / 1 r , 3t ' \ \ GI , l lfl /Il} \\ \ \ \ ill ,,; / / 1 i __ \ \ \ MO NTVI LLE SIT 4 ° 1 SCALE 1 1000 NOW OR FORMERLY VOLUME PAGE SQUARE FEET IRON ROD EXISTING CONTOURS ST(^O('NLE c' NAL( n L WOOD ! Nt E TREELINE LIMiTS.OF INLAND WETLANDS MONUMENT SET IRON PIN OR DRILL HOLE SET - UTILITY POLE EXPOSED LEDGE CART PATH t / / // \ \ `711 / i a 1 \ \- \ ` / / /- -_\ l I 1 ) /\\ \\li{iiJ / / 1'') / I / l r -\v/ SOCK \ 1 1 \ \ - ' vl , i / } f/ / %f _ \.\, ,1}. / / \ \ // / / I . \ ) \ \ t: c- \ \ \ \` t + \ / / / r ,50- -- t -- OUTC'R6P ) - ;, ' . I/' '. OCI \ \\\ t \ (( Ile<= % / / / 1 '- \ \ V_ ` 1 !I ) I c i / / i/I OUTGRC , \ \/- \ ,\ J !I I / // / / . f/ 't ri : != € \ i I f // / / - R J -,_\ x\\\ \\\\ i—\``. __ `—_ I I1 / // .r- ='/ /i--- --_ \\// `\ ------"> / / / / s -,._/ mac. C` 13" 1\ ~^-__ --'/I// / i f/ _- \\ -nr `\ i//i f / i/` / r, <_ ,_-_ - 1 •) \ \\ \:\7z ; ' \-\ / , 1 / / ," / - \ _ - ____1 / 1' / / - / - f j I \ 1111 \ / I / / / - / i / / iI ! ) t / I \. ,\ \\\\\ \, \\ / / / it / / / f / / r \ , - \ \ i / I \ } 1•}1\ LOT 0,33-015-000 / / l / / / ' t \ 1 \ \ /1/i' I I t 1 ,/ / t/ \ -/ / / / b'. / /__ 1 z i \ 1\ .. -\\ b C t I ) I 1I TNL l / / / / t ' F R i \.\ \ I `l e, OUT SOP \ 1 t I \ /i I ESTATE GF i X,„. - \ , i % , ///// fI /%' I ] ota r r' -v- 1 \\ \ \ , 11- I \ ) i i i ELISABETFI P. SNEEHAtV / . iT \ € ) r i / / i r\, r '_ \ 4 \,11 1, . I ) i I1i VEL. 22 / PG. 5 91 \ '-\ \\ / I f / // I /I 'f. 1 I I (- =3 I i a. xN ' , / I \\ \ \ / / / \ I i r \ \ I I b r ; , °, .7 ? g t )V ° f , ` \ \ \\1t J I F // --I ' ' = \ \ ` \ ` t € + ; I = 9j $ . pith # I a tf rr t } l a' AIP'rS” i \\ 'tom \ \ ` \ . \\1t l \ -- ` I I ! fl \ \ ` \\ 11 1 1 1 i t \ \ F V , . I 1 \ b . l I / _ _ f / ) I \ \ \\ \ t \ 1\ \ I.,• . -, / / 1 ' r _ ^/ 1 1 !T . i \ 1 1 - \\\\ \ \ \ k \ \ \ 4 y i OU / \; _Pte% \ -_ __\ 4! l j j 1 7 r mitt`=,if \ } 1\} \ \t \\ \\ \\\ \ I / r I\ - _ _ _ \ \ l ) 1 / ,I/ ttt ` rclPl`n __ 1`i°/ / % / € \ 7 \ \ 1( < / I 1 ( \\ _ \ € Ir __/ \i I) / I /' / J) 1 \ \\ ,, \,\ 4 I 1 / \ \\ \\ \_ \ \, 1 u I „1 \ I , / / i 1 j t \ r ( / ( / \ I.PIPE \ \`lt _ --ttJ.yfu-I F //' { \ \ \ GRAPHIC SCALE IN FEET \ (\\ i\ \ \\``\ \ i EOUPJI \ \- ` ; - -' / 1 , \ I QUALITY CONTROL CERTIFICATION \ 'o' _ 7A `` \,\ ` \\ -' `\. \ —tp ; { 1` ,--- i. €P ;1 GROUP REVIEWED AT TO MY {NOWLEDG AN f BELIEF, THIS MAP IS SUBSTANTIALLY ,_. = = ;\\, `\\\ t,d6 \!, _ - i,P E ` \_PtPE _ \ QuN \} ; \\ LIMITS LAND WETLANDS AS LAGGED `` - \ ' _ 1 \ " - \ 2 - FOUNQ PauNQ p PROJECT MANAGER i BY IAN GO REGISTER 01 CiENTIST GT T D REON. `— '\ \ \ - ' \`'-- `8. \ 179. 0' .t \ t 1f \ 3# ` 62.86 \ CORRE ` -_ 1Q7. Q SURVEY t -, . - ` ` `'_ -_ ll r ' , i x '., 47 ENVIRQNMENTAL ` . _,. _--___ - C4VIi \ \ \ \ \ \ ! SIGNATURE DATE RICHgRD H. STROUSE, L.S. #9679 DATE ''` / \\ \ \\ \\ i \\ .\' l \ STRUCTURAL a \ I \ \ \ \ \ ARCHITECTURAL . z X W W 0- z o o (.' 0 LL ly Z O U) Lu Q t 0 0 m 1.1 m j Q .J I 0 V p ttV) U. X0W 1. V I ui m O Q O n o n, I- Z Q O L Z o v_ w o n Q z O a_ R U z 0 U_ o 0 a_ 0 V) z 0 V) I-- a t.l_I r wI- i~ O I` O f- O Q Q O c- O r I\ N N z r cI r c a v as I- V I•- 1 a v O u v V) a Ci a 0 co • L, tD m I- n l0 O c o I-- D 0 0 Of Q O w Qr U O Q w J a C D 0 U Cl F. DATE: 07/01 2007 SCALE: 1 " = 100' ROJECT• 20®359 SHEET 3 OF 1 t` V r7, 4{ ` IN, 4 t Hr 1 131 9 t tt! t 111 trill 1,1 1 l t \\ a ft / y\\ OMNI A v0 Not a 0 t Z71\\ t INDEX Aff 4\\ NOT TO SCALE I HI 1 1 j S l 1(1 /l/ j, i \ ,t/ f1 ( Y .{ r • \ x. N``,.-_ v t tit l\ 0' A\\ trip tl \ vv t v v ' :1 ; I '\ VA V V \ \ NIP f ) v v •,`,, ( \ ) { t c 11 v y v _ v v v v V, v JOHN C. D A1ViAT0 JR. \ \ t \ \ , / \ VOL. 4 f PG. 058 I 1WLFit 7P1 4 1 LOT #S ,, f { \ \ 4 \ --- i%mss\ ,'\\ \ f 1 Cy 1 1 LOT 033-001-OOF } t { i // ` / N%F;° if THE mJ' ESTATE OF ELISABETH P. SH `-KHAN t / r / (\ - . \ \ \,\ \ ;1 ,'' -'- f t t i'.. { \ \ \ \ \,(Zits n r ' VOL, 220 % PG. 520 t ( f I ( \ \ r _ " MLI It, l l r \r i:. 1 1 t i1\` \- J / i f /moi y•Q 7 _ / f /1 / ii / /\ \ z` \\ ' \ 1 \ \ \ `\\ < \ \ IX CHARLES MARSHALL /; DEBORAH L. P I ( ( t / \ l \ \ \\ \'V ANTEZZo f / / ,- \ `\ \ \\ \4 e ti• \ LOT 1--A\ NIE EXlSi'iNG \\.` l )l \ \ \ \ \ HOUSEPRANCESB. PLOTNICK , f i% VOL. 290 / PG. 630 LOT 19V 79 ift } t f{ \\ \' LOT #033-015-000 } / l \ t ) ASSUMED STREET A l b I \ `+ + UNE 165'± (t i t/lji ,/,.)1 ! N F f • ;:Ir' i"' THE ESTATE OF i 1, \ ?s ELISABETH P. SHEEHANNIFi +, ATO t f f (f t ( VOL. 220 % PG. 529 ( 1 ( I 1n •' ` ' / ' c HERBERT C. PLOTNICK X _ N FOR x [ , I VOL. 161 / PG. 125 ESTATE OF t 4r { /f /Jj f,° f.%,',Jj/ l l\ ! t I.PIPpE/. f i f ( ell LOT 1 FOU 1 l; z # ELISABETH P. SHEEHAN jt- / x ,, / /'//( 1( ( It/, rf _ i _2.-' r 58.22, ; i /. TP its V x'6.85' \ LOT #, l tt a' `_ - ' 'f 39' '5 - , n \ \) r' \_ _ _ s 1 \i %Q7=— N RICHARD G. PIASClK Sp40ELIZABETHMARYPfASClfR=_ 223 % PG. 312NIF It1f il cqEXiSTiNG / 1DONNABELLEJACOBSONHOUSE ('( t . 4 I t{ VOL. 163 f PG. 760 — f } t ll °\ \ 5\ \ ,{ (; LOT #12 = <i ')\0,0 t t \ \ ! \\\M N P L a1/ HOWARD V W. BEETHAMI t \ \ 0",\ N VOL. 335 ! PG. 350 f ` j / J EX7tNG \SLG ,\\\'.\ \ \ 1 ( N o' LOT #16 NIF COOP 506 POST ROAD, LLC VOL. 39 7 , PG. 760 LOT 113 ss i ! ,, lftEj( fJii'9/1/%%1!//f%/ ( eta lam° . - t q/f%i j// 7A \ 'fI/ 1 1 f J f , Y/ / M( %•'V x / ff PN i f i I i ;!i{ I++1 iillf z"'_" . • 4iltyl+llllll l 37.46 Jill I I I}})ii})1)t1tf$}f fr: °-o`__` !`.,-_ 19905Jill1IIIfII1l4)1t IIiYf """ ..-,._ ~ 3546' 3 1! f 1 f f f l f! I! f! 14 I I j . r r f, f ,I}I c rr III I HOUSE 20 1489• 10' O*Vf MONTVILLE O tRY S1 3/ i is J, Z.. our", TO ELIZABETH P. SHEEHAN MASSAPEAG ROAD, MONTVILLE, CONN. SCALE 1 "=20' DATED 6 y N vYf Y . c+ r Q3 B+'a4I+t i A 34.E 1r1§... Y y fRj yr Pon v s o STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED d 100 50 0 100 HILL GRAPHIC SCALE IN FEET QUALITY CONTROL CERTIFICATION GROUP RY,VIEWED ATE c) PROJECT MANAGER BOUNDARY DETERMINATION CATEGORIES ARE AS FOLLOWS: SURVEY ENVIRONMENTAL PROPOSED SUBDIVISION LOT LINES BASED ON AN ORIGINAL SURVEY CIVIL • . STRUCTURAL THE SUBJECT PROPERTY FOR DEVELOPMENT OF A RESIDENTIAL SUBDIVISION. ARCHITECTURAL C) LID t` V r7, 4{ ` IN, 4 t Hr 1 131 9 t tt! t 111 trill 1,1 1 l t \\ a ft / y\\ OMNI A v0 Not a 0 t Z71\\ t INDEX Aff 4\\ NOT TO SCALE I HI 1 1 jS l 1(1 /l/ j, i \ ,t/ f1 ( Y .{ r • \ x. N``,.-_ v t tit l\ 0' A\\ trip tl \ vv t v v ' :1 ; I '\ VA V V \ \ NIP f ) v v •,`,, ( \ ) { t c 11 v y v _ v v v v V, v JOHN C. D A1ViAT0 JR. \ \ t \ \ , / \ VOL. 4 f PG. 058 I 1WLFit 7P1 4 1 LOT #S ,, f { \ \ 4 \ --- i%mss\ ,'\\ \ f 1 Cy 1 1 LOT 033-001-OOF } t { i // ` / N%F;° if THE mJ' ESTATE OF ELISABETH P. SH `-KHAN t / r / (\ - . \ \ \,\ \ ;1 ,'' -'- f t t i'.. { \ \ \ \ \,(Zits n r ' VOL, 220 % PG. 520 t ( f I ( \ \ r _ " MLI It, l l r \r i:. 1 1 t i1\` \- J / i f /moi y•Q 7 _ / f /1 / ii / /\ \ z` \\ ' \ 1 \ \ \ `\\ < \ \ IX CHARLES MARSHALL /; DEBORAH L. P I ( ( t / \ l \ \ \\ \'V ANTEZZo f / / ,- \ `\ \ \\ \4 e ti• \ LOT 1--A\ NIE EXlSi'iNG \\.` l )l \ \ \ \ \ HOUSEPRANCESB. PLOTNICK , f i% VOL. 290 / PG. 630 LOT 19V 79 ift } t f{ \\ \' LOT #033-015-000 } / l \ t ) ASSUMED STREET A l b I \ `+ + UNE 165'± (t i t/lji ,/,.)1 ! N F f • ;:Ir' i"' THE ESTATE OF i 1, \ ?s ELISABETH P. SHEEHANNIFi +, ATO t f f (f t ( VOL. 220 % PG. 529 ( 1 ( I 1n •' ` ' / ' c HERBERT C. PLOTNICK X _ N FORx [ , I VOL. 161 / PG. 125 ESTATE OF t 4r { /f /Jjf,° f.%,',Jj/ l l\ ! t I.PIPpE/. f i f ( ell LOT 1 FOU 1 l; z # ELISABETH P. SHEEHAN jt- / x ,, / /'//( 1( ( It/, rf _ i _2.-' r 58.22, ; i /. TP its V x'6.85' \ LOT #, l tt a' `_ - ' 'f 39' '5 - , n \ \) r' \_ _ _ s 1 \i %Q7=— N RICHARD G. PIASClK Sp40ELIZABETHMARYPfASClfR=_ 223 % PG. 312NIF It1f il cqEXiSTiNG / 1DONNABELLEJACOBSONHOUSE ('( t . 4 I t{ VOL. 163 f PG. 760 — f } t ll °\ \ 5\ \ ,{ (; LOT #12 = <i ')\0,0 t t \ \ ! \\\M N P L a1/ HOWARD V W. BEETHAMI t \ \ 0",\ N VOL. 335 ! PG. 350 f ` j / J EX7tNG \SLG ,\\\'.\ \ \ 1 ( N o' LOT #16 NIF COOP 506 POST ROAD, LLC VOL. 39 7 , PG. 760 LOT 113 ss i ! ,, lftEj( fJii'9/1/%%1!//f%/ ( eta lam° . - t q/f%i j// 7A \ 'fI/ 1 1 f J f , Y/ / M( %•'V x / ff PN i f i I i ;!i{ I++1 iillf z"'_" . • 4iltyl+llllll l 37.46 Jill I I I}})ii})1)t1tf$}f fr: °-o`__` !`.,-_ 19905Jill1IIIfII1l4)1t IIiYf """ ..-,._ ~ 3546' 3 1! f 1 f f f l f! I! f! 14 I I j . r r f, f ,I}I c rr III I HOUSE 20 1489• 10' O*Vf MONTVILLE O tRY S1 Ecd804 c TO ELIZABETH P. SHEEHAN MASSAPEAG ROAD, MONTVILLE, CONN. SCALE 1 "=20' DATED 6 13 JULY 1988 CHANDLER, PALMER & KING --NORWICH, CT, N MONTVILLE, CONNECTICUT. SCALE: 1"=40', DATED: DECEMBER 15,` 1999 REVISED Q3 03/06/00. -.EASEMENT ADDED, CHANDLER, PALMER KING: Pon c a) s o STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED d m E HILL SEPTEMBER 26, 1996. • THE TYPE OF SURVEY PERFORMED IS A BOUNDARY SURVEY CONFORMING TO THE c) BOUNDARY DETERMINATION CATEGORIES ARE AS FOLLOWS: RESURVEY OF THE ENTIRE PARCEL L PROPOSED SUBDIVISION LOT LINES BASED ON AN ORIGINAL SURVEY THIS. SURVEY WAS 'PREPARED TO DEPICT THE BOUNDARY AND EXISTING CONDITIONS OF Dto THE SUBJECT PROPERTY FOR DEVELOPMENT OF A RESIDENTIAL SUBDIVISION. C) LID DATUM 1988 (NNvD 88), Y 5.) THE PROPERTY IS SUBJECT TO THE FOLLOWING EASEMENTS OF RECORD: CONNECTICUT LIGHT AND POWER RIGHT OF WAY VOLUME 43 PAGE 212 OF THE TOWN OF MONTVILLE LAND RECORDS. Qz ... ajC3CU0 3.) COURSE BEARINGS DEPICTED HEREON ARE BASED ON MAP REFERENCE No 2. 00m MAP No. 33, OF BLOCK 0, PARCEL No. 015--000 AND 001-00F, 9 , ..o 5.) THE SUBJECT PROPERTY IS REFERENCED IN THE FOLLOWING CONVEYANCES M FEBRUARY 2, 2005. VOLUME 230, PAGE 852 DATED MAY 1;, 1991. VOLUME 220, PAGE c: v) 529 DATED MARCH 13, 1990. 4) ..+D m SOIL SCIENTIST 1) > ry 10.) CONTOURS AND EXISTING CONDITIONS DEPICTED HEREON ARE TAKEN FROM AERIAL 0 MAPPING PERFORMED BY GOLDEN AERIAL SURVEYS, INC. MAPPING SCALE 1 "=40', r U Uj w OWNER AND , IgniCA NT C.L. ESTATE OF ELISABETH P. SHEEHAN rf r- E t N LO `' i 0 co LQ m U') 736 NORWICH -NEW .LONDON TURNPIKE C) a of UNCASVILLE, 'CT fl6382 PL. N/F NOW OR FORMERLY VOL VOLUME PG PAGE 1.) BOUNDARY SURVEY MAP PROPERTY TO BE CONVEYED FROM LORETTA A. SHEEHAN TO ELIZABETH P. SHEEHAN MASSAPEAG ROAD, MONTVILLE, CONN. SCALE 1 "=20' DATED 13 JULY 1988 CHANDLER, PALMER & KING --NORWICH, CT, 2.) PROPERTY SURVEY PREPARED FOR ELISABETH PATRICIA SHEEHAN MASSAPEAG ROAD MONTVILLE, CONNECTICUT. SCALE: 1"=40', DATED: DECEMBER 15,` 1999 REVISED 03/06/00. -.EASEMENT ADDED, CHANDLER, PALMER KING: 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO, THE REGULATIONS OF CONNECTICUT STATE_ AGENCIES SECTIONS 20 -300b -'l THROUGH 2O -300b-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED d AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. • THE TYPE OF SURVEY PERFORMED IS A BOUNDARY SURVEY CONFORMING TO THE STANDARDS OF ACCURACY FOR A HORIZONTAL CLASS A-2 AND VERTICAL CLASS T-3. BOUNDARY DETERMINATION CATEGORIES ARE AS FOLLOWS: RESURVEY OF THE ENTIRE PARCEL L PROPOSED SUBDIVISION LOT LINES BASED ON AN ORIGINAL SURVEY THIS. SURVEY WAS 'PREPARED TO DEPICT THE BOUNDARY AND EXISTING CONDITIONS OF THE SUBJECT PROPERTY FOR DEVELOPMENT OF A RESIDENTIAL SUBDIVISION. 2) ELEVATIONS DEPICTED HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NNvD 88), 5.) THE PROPERTY IS SUBJECT TO THE FOLLOWING EASEMENTS OF RECORD: CONNECTICUT LIGHT AND POWER RIGHT OF WAY VOLUME 43 PAGE 212 OF THE TOWN OF MONTVILLE LAND RECORDS. 3.) COURSE BEARINGS DEPICTED HEREON ARE BASED ON MAP REFERENCE No 2. 4.) THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP No. 33, OF BLOCK 0, PARCEL No. 015--000 AND 001-00F, 5.) THE SUBJECT PROPERTY IS REFERENCED IN THE FOLLOWING CONVEYANCES RECORDED IN THE TOWN OF MONTVILLE LAND RECORDS. VOLUME 457, PAGE 939 DATED FEBRUARY 2, 2005. VOLUME 230, PAGE 852 DATED MAY 1;, 1991. VOLUME 220, PAGE 529 DATED MARCH 13, 1990. 7,) DELINEATED WETLANDS IDENTIFIED ON THE GROUND BY IAN T. COLE, REGISTERED SOIL SCIENTIST 10.) CONTOURS AND EXISTING CONDITIONS DEPICTED HEREON ARE TAKEN FROM AERIAL 0 MAPPING PERFORMED BY GOLDEN AERIAL SURVEYS, INC. MAPPING SCALE 1 "=40', PHOTO SCALE 1 "=500'. , a OWNER AND , IgniCA NT C.L. ESTATE OF ELISABETH P. SHEEHAN FIDUCIARY - HARRY B. HELLER 736 NORWICH -NEW .LONDON TURNPIKE C) a of UNCASVILLE, 'CT fl6382 Q 0 Llid N/F NOW OR FORMERLY VOL VOLUME PG PAGE SF- SQUARE FEET LROD IRON ROD 25 _ EXISTING CONTOURS M m STONE WALL WOOD FENCE TREELIKE WLF# LIMITS OF INLAND WETLANDS a MONUMENT SET IRON PIN ' OR DRILL HOLE SET UTILITY POLE EXPOSED LEDGE CART PATH LIMITS OF INLAND WETLANDS A FLAGGED TO MY KNOWLEDGE A BELIEF, THIS MAP IS SUBSTANTIALLY BY JAN E, REGISTER SO SCIENTIST CORRECT S N, >T ` EREON. SIG RE DATERICHARD N. STRQt15E, t_1#9679 ATE W L 0 a 0LL C.L. 0 w of Z 2K, C) a of Q 0 Llid M m W f) JQ ` 0 W 0 w Ld L NUNN r a a( 10 a z o o V) w o or, n z 0 til. W 0 W U W a V) Ld i O CK w Q 0 cc:j C) O z a nn'' W m Lo QD L0 V) m D c vi LL_ o cn IL o z a w a Q a p uj Q w 8 w i 0- m DATE: 07/01/2007 SCALE: 1 " = . 100' PROJECT 2006:359 SHEET 2 OF 16 t VNMEX TO DRAWING!S I I I I QUALITY CONTROL CERTIFICATION SHEET 1 OF 16 COVER -SHEET " 1 SHEET ` 2 OF 16 EXISITING CONDITIONS PLAN SHEET 3 OF 16 EXISITING CONDITIONS PLAN tir7 SHEET 4 OF 16 SUBDIVISION PLAN SHEET 5 OF 16 SUBDIVISION PLAN SHEET 6 OF ' 16 SITE PLAN SHEET 7 OF 16 SITE PLAN SHEET 8 OF 16 SITE PLAN t 3 ' SHEET 9 OF 16 SITE PLAN SHEET 10 OF 16 SITE PLAN SHEET:: 11 OF 16 SITE PLAN g SHEET 12 OF 16 EROSION AND SEDIMENTATION CONTROL SHEET 13 OF 16 TEST PIT DATA C'0- SHEET 14 OF 16 DETAILS C) SHEET 15 OF 16 SIGHT LINE. :DEMONSTRATION SHEET 16 OF 16 SIGHT LINE .DEMONSTRATION 3 ,xrsr asy a pli 3 r3i:'a NA 'fit; W ON ll { } id. ' ..R AN 0 1000 500 0 1,000 C GRAPHIC SCALE IN FEET I I I I QUALITY CONTROL CERTIFICATION GROUP REVI EO JDATf PROJECT MANAGER 7 SURVEY ENVIRONMENTAL I CIVIL STRUCTURAL ARCHITECTURAL Z O lVIl T G SCALE 1" = 1000' FINAL SUBDIVISION APPROVAL .GRANTED BY THE' MCL E PLAN I G AND ZONING COMMISSION S!G DATE r. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED I C Y THE DEVELOPMENT ' OF THIS PLAN SiGNATURC DATE DATE OF COMPI ETION OF ALL WORK. SIGNATURE' ATE qNi y Eo t ire I FINAL SUBDIVISION APPROVAL .GRANTED BY THE' MCL E PLAN I G AND ZONING COMMISSION S!G DATE r. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED I C Y THE DEVELOPMENT ' OF THIS PLAN SiGNATURC DATE DATE OF COMPI ETION OF ALL WORK. SIGNATURE' ATE qNi y Eo ire I 0 rDr 'C te) Co ' L i tD 00 2s I OD G FINAL SUBDIVISION APPROVAL .GRANTED BY THE' MCL E PLAN I G AND ZONING COMMISSION S!G DATE r. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED I C Y THE DEVELOPMENT ' OF THIS PLAN SiGNATURC DATE DATE OF COMPI ETION OF ALL WORK. SIGNATURE' ATE qNi y Eo z I 0 rDr 'C te) Co ' L i tD 00 2s I OD G o0 E tir7 co rte® t - Lo Ul R00 vn= o Z a; C) 0) Q W 0 1) yam r t 3 ' Liu EN U') m 0 co Lo co Lo k z LL- C` Z 0 0 0 V ) C'0- ui Q af C) U) --J 0. t o W 0 C W m O7_ p O d 3 Q o V) z Lit 0 O a_ Z 0 o- q z Ld w o a Q V) U-1 Q z h DE U Lli W O O 1- G7 N N N z s a 0 o fff 0 tai ci3 O N L0 cc) cf) Cr p oLli Q Y Y O 0 0 Lli rr = O O Q I m Q Q U U J Li DATE: 07/01/2007' SCALE: AS NOTED PROJECT# 2006359 SHEET 1 OF -16