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HomeMy WebLinkAboutSite PlanDEEP TEST PIT AND PERCOLATION TEST RESULTS DEEP TEST PITS WERE WITNESSED BY DAVE COUGHLIN AND ALYSSA BROCHU, BOTH FROM THE UNCAS HEALTH DISTRICT AND MARK DESROSIER, ON 12-4-15. PERCOLATION RATE WAS PERFORMED BY ALYSSA BROCHU OF THE UNCAS HEALTH DISTRICT ON 12-4-16. TEST -ff All O"- 11" TOPSOIL 11"- 70" SAND AND GRAVEL NO MOTTLING, NO GROUNDWATER, NO LEDGE ,TE5'T �T 120"- 10" TOPSOIL 10"- 61" SAND AND GRAVEL NO MOTTLING, GROUNDWATER ® 60'; NO LEDGE TEST m 13 0"- 10" TOPSOIL 10"- 65" SAND AND GRAVEL NO MOTTLING, GROUNDWATER 0 64", NO LEDGE PERCOLATION TEST P-1 WAS PERFORMED BY ALYSSA BROCHU OF THE UNCAS HEALTH DISTRICT ON 12-7-16. P-1 TOTAL DEPTH = 25.5" PRESOAK AT 2:06 PM ON 1214115, REFILLED AT 10:35 AM ON 12-7-15 77ME READING 2:20 16" v� IN SANITARY REPAIR DESIGN CRITERIA PROPOSED 2 BEDROOM HOUSE DESIGN PERCOLATION RATE: 10,1 -20.0 MINUTESfINCH LEACHING AREA REQUIRED = 500 SF EFFECTIVE DESIGN: 1,000 -GALLON (MINIMUM) CONCRETE SEPTIC TANK WITH 1 ROW OF 72' OF DOUBLE 34" WIDE INFILTRATORS, 16" HIGH (TOTAL ROW WIDTH = 6'), INSTALLED WITH APPROVED STONE AGGREGATE AND THE DISTRIBUTION PIPE INSTALLED IN THE APPROVED STONE AGGREGATE WITH THE INVERT HIGHER THAN OR EQUAL TO THE ELEVATION OF THE TOP OF THE INFILTRATORS. LEACHING AREA PROVIDED: 72' x (6.2 + 0.8) SF/LF = 504 SF EFFECTIVE 10OX RESERVE AREA PROVIDED (2 ROWS OF DOUBLE INFILTRATORS, SAME INSTALLATION) MINIMUM LEACHING SYSTEM A0 SPREAD CALCUIATION UTILITY POLE HYDRAULIC GRADIENT = 4.1Z DEPTH TO RESTRICTIVE LAYER = 60" HYDRAULIC FACTOR = 20 FLOW FACTOR FOR 2 BEDROOMS = 1.0 PERCOLATION FACTOR FOR 10.1-20.0 MINUTESfINCH = 1.5 MLSS REQUIRED = 30' MLSS PROVIDED = 72' 2:25 16.5" 2:30 17" ; 2:35 17.5" 2:40 18" 2:45 18,5" 2:50 18.75" 141- 4" PVC 2:55 19" FOOTING DRAIN 3:00 19.25" 3:05 19.5" OUTLET 10±PIPF 3:10 19.75" 3:15 20" 3:20 20,25" - -z-- - P-1 PERCOLATION RATE 0 25.5" = 10.1-20.0 MINUTESfINCH APPROXIMATE FLOOD ZONE LINE (SEE SURVEY NOTE 19) - • PROVIDE RISERS TO WITHIN 12" OF SURVEY CLOSING LINE FINISHED GRADE AT INLET AND OUTLET OR SEE SURVEY NOTE �8} PROVIDE ACCESS MANHOLES TO FINISHED GRADE IF AREA IS TO BE PAVED 186,--• ►n FIMSHED GRADE AREA = 7f ACRES z (307t0001 SQUARE FEET) t 4 j k INSPECTION MINIMUM 17" , ., MINIMUM OPENING DIAMETER MANHOLE 17 DIAMETER I 77t /Y4 4 V (OPTIONAL) MARKINGS Ay LIMIT OF INLAND M j MANHOLE WETLANDS / INLET- 5" s"MIN.�� s 3 OUTLET REMAINING �► ` + EXIS77NG SILT INLET BAFFLE " OUTLET FILTER PORTION OF THEE ' � 190 FENCE " 1215 10 MIN. DEVICE SUBJECT PARCEL t 'k}�19 PROPOSED .70f 8 -1.5 MID -DEPTH 1,000 GALLON WELL 213 REQUIRED SEPTIC TANK CAPACITY o CONNECTION 194 ---� rY Or 196-- _j9� 3 1 EXISTING - --- _ _ REQUIRED 198 _TREE LINE CAPACITY � '`-- --- LENGTH NOT GREATER THAN 4 TIMES Z0Q WIDTH OR DEPTH O/4tr 2 202- 1,000 GALLON SEPTIC TANK SNET#266 All NOT TO SCALE WOOD STAKE STAPLED FABRIC FLOW DIRECTION 100 _.. EXCAVATE 6"x6" TRENCH TO BURY FABRIC &COMPACT BACKFILL GRADE 12"MIN. t- FABRIC TO EXTEND 6" BELOW GROUND LEVEL SEDIMENT FENCE DETAIL NOT TO scnLc LEGEND & ABBREVIATIONS CUJ UTILITY POLE CL&P CONNECTICUT LIGHT & POWER SNET SOUTHERN NEW ENGLAND TELEPHONE f` MORE OR LESS REC RECOVERED SF SQUARE FEET O REBAR OR IRON PIN RECOVERED • ANGLE POINT RBR REBAR IP IRON PIPE DH DRILL HOLE U POINT TO BE SET D MONUMENT TYP TYPICAL MIN MINIMUM -}- DEEP TEST PIT + PERCOLATION TEST q BUILDING SETBACK LINE cx=xDC>o STONEWALL CB CATCH BASIN x 110.8± EXISTING SPOT ELEVATION SAN SANITARY INV INVERT S SLOPE NfF NOW OR FORMERLY 200 FT. PROPOSED TREE LINE 108 EXISTING CONTOUR rTm_ PROPOSED CONTOUR 109.0 x PROPOSED SPOT ELEVATION CONC CONCRETE SCHED SCHEDULE R RADIUS U UNDERGROUND UTILITY _0/w - OVERHEAD WIRE D -BOX DISTRIBUTION BOX FF FINISHED FLOOR PVC POLYVINYL CHLORIDE �w TREE w WELL UNIT FILL TO BE CLEAN 14" STONE --- a AUTOMATIC SET ^ BACK (4" PER UNIT) - 7 ttl tEN r I ---2:1 GRASS t SLOPE (MAX) 180 ZONING COMPLIANCE TABLE ZONE: R-120 ITEM REQUIRED PROVIDED LOT AREA 120,000 S.F. 307,000t S.F. LOT FRONTAGE 200 FT. 10321 FT. FRONT YARD 60 FT. 32.51 FT. SIDE YARD (RIGHT) 25 FT. 881 FT. SIDE YARD (LEFT) 25 FT. 8701 FT. REAR YARD 60 FT. 381 FT. COVERAGE ---- 0.31 7 BUILDING HEIGHT 35 FT. LESS THAN 35 FT. WATER SUPPLY PROPOSED ON-SITE WELL SANITARY SYSTEM PROPOSED ON-SITE SEPTIC SYSTEM * VARIANCE REQUIRED. -PROPERTY LINE IS INV 189.5±LAND OF 1384'± TOTAL WITH THE CI7Y OF NEW LONDON. ALONG CENTERLINE PERFORATED VOLUME 241 PAGE 33 OF BROOK END CAP AND RIP RAP SEDIMENT FENCE OR 72' OF 4" PERFORATED PVC (HOLES DOWN) SPLASH PAD WOOD CHIP BERM INVERT AT TDP OF INFILTRATORS ELEVATION 188.83 TOTAL LOT AREA = 7f ACRE .. � s SITE sr�? �f LOCA TION MAP SCALE: 1" = 1000' 563'21 '27"ES EDGE OF = 0.00 SANITARY NOTES 201,93' BROOK (TYP.) 10 - - 3_49 (REFERENCE ONLY) _ BROOK1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS - QR (TYPICAL) �--- SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 1, 2015 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF EEP HQL,QW- RED OAK I90 DESIGN ENGINEER, ROBERT J. SCHUCH, P.F., AND THE UNCAS HEALTH DISTRICT. AC 5 ACER SACCHARUM CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. � O �w w EDGE OF - ` - -Z - LAND OF '�� WF EDGE OF 2. THE PROPOSED SEWER PIPE FROM THE BUILDING TO THE SEP77C TANK SHALL BE PVC SCHEDULE 40 OR 80, ASTM D 1785 OR ASTM D 2665 OR APPROVED EQUAL. AND LISTED IN TABLE NO. 2 OF THE 'TECHNICAL STANDARDS FOR BROOK WF#7 2E ci� t' WF ? THE CITY OF NEW LONDON (T yp) >'~' CIO BROOK SUBSURFACE SEWAGE DISPOSAL SYSTEMS". ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE PVC ASTM D VOLUME 241 PAGE 33 FABRIC LISTED IN APPENDIX C OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" AND BE Cr n Q (Typ•) 3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT WITH NO GASKETS OR APPROVED EQUAL CL 0 w 15 MAPLE t AND LISTED IN TABLE NO. 2-A OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS. 20 "OAK CL D -BOX X18$ BENCH MARK �� ' ° Q o D _ RI -- - VEWAY SAN "� INV 189.00 1 PROPOSED � J. THERE ARE NO WELLS (POTABLE, OPEN LOOP GEOTHERMAL, IRRIGATION OR SPRING) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. _ 181 0 24"OAKD 2" Q INV 188.83 OUT CLEARING LIMIT '� LE o ELEVATION 192.03 LEACHING SYS. CONTACT THE UNCAS HEALTH DEPARTMENT AND HAVE DEPTH/SOIL VERIFIED PRIOR TO PROCEEDING AND INSTALLING THE SYSTEM. , INV 190.44 � 4. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY Cly. '6-45` OW r..,_..-, 46.42-' lea SIGNIFICANT VARIA77ONS FROM THE TEST PIT DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, 12' OF 4" VC ` g SITING 10090 FENCE RESERVE AREA MOTTLING, SOIL TYPE; UNSUITABLE MATERIAL, ETC., THE UNCAS HEALTH DISTRICT SHALL BE NOTIFIED PRIOR TO } INSTALLATION OF THE SEPTIC SYSTEM. =0.055± Q A 5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND • _.:,... _;g '.,,.„ QTY. N 53"'�- w 9 CEDAR ELEVATIONS PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL CONTACT CALL -BEFORE -YOU -DIG AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. ^°� 10 AMELANCHIER CANADENSIS 3_49 Z FENCE POST SHADBLOW 0 QR (TYPICAL) 6. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE 4._Bf 0 O RED OAK I90 DESIGN ENGINEER, ROBERT J. SCHUCH, P.F., AND THE UNCAS HEALTH DISTRICT. AC 5 ACER SACCHARUM 4,-g, � O �w SUGAR MAPLE w �Z Ld C;d LAND OF 7. THE PROPOSED SEPTIC TANK SHALL BE PRECAST CONCRETE. �--- -�-- 2E ci� t' 88. THE CITY OF NEW LONDON & THE NON -WOVEN FILTER FABRIC PLACED ABOVE THE LEACHING SYSTEM APPROVED AGGREGATE SHALL AN APPROVED >'~' CIO U VOLUME 241 PAGE 33 FABRIC LISTED IN APPENDIX C OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" AND BE Cr CL 0 w INSTALLED 1N A MANNER TO BE READILY VISIBLE TO FACILITATE INSPECTION. %v,_ PROPOSED CONCRETE ��' -``�- CL X18$ BENCH MARK 9. SITE PREPARATION PROCEDURE FOR THE INSTALLA77ON OF EACH PROPOSED SEPTIC SYSTEM: ' ° Q o D _ RI -- - VEWAY SAN "� �. \. _' �,? / ! NAIL IN 1$" MAPLE A. STRIP ALL TOPGOIL, VEGETATION, AND ORGANIC MA4TERI4L - IN THE AREA OF AND 5' AROUND THE PROPOSED / 6.6D '►r.$., / '� ub _ '�.� � � ELEVATION 192.03 LEACHING SYS. CONTACT THE UNCAS HEALTH DEPARTMENT AND HAVE DEPTH/SOIL VERIFIED PRIOR TO PROCEEDING AND INSTALLING THE SYSTEM. , INV 190.44 � (ASSUMED DATUM) Cly. '6-45` OW r..,_..-, 46.42-' �. �• e 10.5 B. COORDINATE WITH THE UNCAS HEALTH DISTRICT FOR TIMELY INSPECTION AS THEY REQUIRE. Z EDGE OF pq ,VL -NT 5� •.... --72' OF DOUBLE ROW OF QUICK 4 C. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED INSTALLATION METHODS, MATERIALS. INSTALL SEPTIC TAW GUYINFILTRATORS (16" HIGH) AND PIPING. CONTACT THE UNCAS HEALTH DISTRICT FOR FINAL INSPECTION PRIOR TO B4CKF7LLING SYSTEM. 0 WIRE BOTTOM OF ALL INFILTRATORS D. COVER SYSTEM UNIFORMLY WITH A MINIMUM OF 8" OF LOAM IN LAWN AREAS, GRADE TO PREVENT PONDING AND FIFE ASSUMED � � q? ELEV 187.50 SEED WITH GRASS TO STAB1LiZE. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING 200- S SYSTEM SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE SYSTEM. E©GE OF PAVEMENT STREET LINE ( SEE..., __SURVEY �' SNET 18 "WHITE E. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED 4052 OAK WITH NOTE #,7) D '� RISERS AT THESE LOCATIONS, IF REQUIRED, SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW WIRE 0 OF ' "� 1 000 GALLON FINAL GRADE. 3IT� CONCRETE � SEPTIC TANK RETAINING WALL N33'00'36"W �� INV 189 91 IN 10. THIS PROPERTY IS NOT LOCATED IN A PUBLIC WATER SUPPLY WATERSHED AS DETERMINED BY THE STATE OF /l CONNEC77CUT DEPARTMENT OF HEALTH DRINKING WATER SECTION AS DESCRIBED IN A LETTER TO ROBERT J. SCHUCH, (30"HIGH, SEE " 44.43' INV 189.66 OUT P.E. DATED JULY 21, 2016. ) �' DETAIL) 25 OF 4 PVC 198 • ♦ to SOIL SEPARATION FABRIC SCHED 40 a 11. VARIANCES FROM THE TOWN OF MONTVILLE ZONING REGULATIONS TO REDUCE THE FRONT YARD SETBACK FROM 60' "`-� - " " o M,Ap TO 3251 AND THE REAR YARD SETBACK FROM 60, TO 38f ARE REQUIRED IN ORDER TO DEVELOP THIS PROPERTY MODULAR CONCRETE BLOCKS 5 - STUMP 24 OAK DUE TO THE L07 CONFIGURATION WHERE THESE SETBACKS OVERLAP EACH OTHER AND NO BUILDABLE AREA OUTSIDE BY STONE STRONG WITH WIRE WITH WIR OF THE REQUIRED BUILDING SETBACKS EXISTS. OR APPROVED EQUAL - N29 5o So "W 1j" COMPACTED ROCK OR LEAN CONCRETE SLOPE AND z SURFACE VARY z a co NOTE: BEARING CONDITIONS SHALL BE OBSERVED BY THE SITE GEOTECHNICAL ENGINEER. BASE DIMENSIONS MAY BE INCREASED TO ADDRESS DEFICIENT SOIL BEARING CONDITIONS. MODULAR CONCRETE BLOCK RETAINING WALL NOT TO SCALE 4" PERFORATED DISTRIBUTION PIPE (HOLES DOWN) INSTALLED ON TOP OF APPROVED STONE AGGREGATE ON UPGRADIENT SIDE OF LEACHING GALLERIES, COVER WITH FILTER FABRIC -•\ FILTER FABRIC INFILTRATOR QUICK 4 HIGH CAPACITY r- 4� 12. THE AREA BETWEEN WETLANDS AND THE DENSE STAND OF NATIVE SHRUBS ANO TREES TO BE PLANTED AS SHOWN ON BENCH MARK 21.71'N9`47'20"IN THE PLAN SHALL REMAIN IN ITS NATURAL STATE (NO LAWN). MAGNETIC NAIL ELEVATION 198.68 L26.99' EXISTING �' �►"` (ASSUMED DATUM) 18 MAPLE -166 TREE � NOTEWITH WIRE 1 LINESURVEY 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNECTICUT STATE AGENCIES SECTIONS ,tc 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY ("FIRST SURVEY' ), TOPOGRAPHIC SURVEY AND IMPROVEMENT LOCATION SURVEY CONFORMING TO 4, HORIZONTAL CLASS A-2 AND TOPOGRAPHIC T-2 STANDARDS OF ACCURACY AS DEFINED IN THE ABOVE REGULATIONS. 1 THIS SURVEY APPLIES ONLY TO THE SOUTHEASTERN PORTION OF THE PROPERTY REFERENCED IN SURVEY NOTE 2 AS 1 " ROUNDED LIP SHOWN ON THIS PON. THE TOTAL LOT AREA NOTED HEREON IS APPROXIMATE AND IS EXCEPTED FROM THE 6" VARIES 6" HORIZONTAL CLASS A-2 STANDARD OF ACCURACY. 1 112" 1 " REVEAL 2. FOR RECORD 77TLE TO THE SUBJECT PARCEL, REFERENCE IS MADE TO A WARRANTY DEED FROM DANA SIMONI AND 1 112 ROBERT SIMONI JR TO MARK DESROSIER AND ALEXANDRA CORTES RECORDED OCTOBER 29, 2015 IN VOLUME 610 " PAVEMENT FINISH PAGE 381 OF THE TOWN OF MONTVILLE LAND RECORDS. 6 c C 4 7777- GRADE 6" 3. FOR ROOT TITLE TO THE SUBJECT PARCEL, REFERENCE IS MADE TO A WARRANTY DEED FROM GUY UNDERWOOD TO ' MONOLITHIC MARIO A. SIMONI AND ERNESTINE SIMONI RECORDED MARCH 25, 1972 IN VOLUME 116 PAGE 117 OF THE TOWN OF CURBING MONTVILLE LAND RECORDS. 6X6-W1.4XW1.4 WELDED WIRE FABRIC ONCRETE 4. MAP REFERENCES: COMPACTED DRIVEWAY (TYP) 1:1 PROCESSED CONCRETE DRIVEWAY APRON WOOD CHIPS MIN ( A. "PLAN OF LAND TO BE CONVEYED BY GUY UNDERWOOD TO JOSEPH R. TYRSECK II AND MARJORY E. TYRSECK GRAVELFIRE ST. MONTVILLE, CONN. SCALE 1 IN. = 40 FT. CHANDLER, PALMER & KING MARCH 3, 1971 " FINISHED GRADE EXISTING 1:1 (TVP) LOAM AND SEED, GRADE B. "BOUNDARY SURVEY OF LAND OF ESTATE OF HENRY T. & MARJORIE F OKON TO BE CONVEYED TO THE CITY OF GRADE TO PREVENT PONDING 0 ON0 .l1VTE D .lATAY 24" MIN NEW LONDON FIRE STREET MONTVILLE, CONNECTICUT" DATE 1/31192 SCALE 1-=100" PROJECT NO. 91-104 BY 8" MIN. /--FILTER TOPSOIL I FABRIC LEACHING CHAMBER .`.. • • .•. - *** 0 • •`. f ►••••••`• •'•••••• 11.5' APPROVED STONE--���••••• •••a•••• AGGREGATE 34 34 s, 18" MIN. TO MOTT UNG/OR GROUNDWATER 48" MIN. TO LEDGE/ROCK CONKLIN & SOROKA, INC. NOT TO SCALE 5. BEARINGS ARE BASED ON A MAGNETIC READING TAKEN DURING JUNE, 2016. 12" MIN., NON -TRAFFIC AREAS EXISTING 6. UNDERGROUND UTILITY, STRUCTURE, AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN UNDISTURBED PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM "�GRADE PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE, �TD PLANTING PIANADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO 5p BOUNDARIES, LLC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND " VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455 PROVIDED BY RICHARD SNARSKI, C.S.S. 7, THE ASSUMED STREET LINE WAS ESTABLISHED BY HOLDING A COMBINATION OF TREES WITH WIRE RECOVERED ALONG INFILTRATOR QUICK 4 HIGH CAPACITY LEACHING CHAMBER wF# z -N, WETLAND FLAG E I3QV1T OF INFILTRATOR U•It"K 4 148 Route 2, Preston, Connecticut o6365 (86o) 949 - 8197 SYM KEY QTY. NAIVE (BOTANICAL/COMMON) HEIGHT w AC 10 AMELANCHIER CANADENSIS 3_49 Z 0 U SHADBLOW 0 QR 5 RUERZUS RUBRA 4._Bf 0 O RED OAK AC 5 ACER SACCHARUM 4,-g, � O �w SUGAR MAPLE w THE STREET LINE AND THE AVERAGE DISTANCE FROM THE CENTERLINE OF THE TRAVELED WAY. WOOD CHIP BERM 8, A CLOSING LINE IS A LINE REQUIRED TO MATHEMATICALLY CONNECT AND CLOSE PROPERTY LINES WITH BEARING AND DISTANCE DIMENSIONS NOTED ON THE PLAN AND IS FOR TECHNICAL PURPOSES ONLY. A CLOSING LINE IS NOT NOT TO SCALE TO BE CONSTRUED AS A PROPERTY LINE. 9. A PORTION OF THIS PROPERTY IS LOCATED IN A ZONE "A" SPECIAL FLOOD HAZARD AREA SUBJECT TO INUNDATION BY THE 1X CHANCE ANNUAL FLOOD AS SHOWN ON THE FLOOD INSURANCE RATE MAP PANEL 341 OF 554 FOR NEW LONDON DOUBL COUNTY, CONNECTICUT, MAP NUMBER 09011CO341G, EFFECTIVE DATE JULY 18, 2011 BY FEMA. THE REMAINDER OF THE PROPERTY IS LOCATED IN A ZONE "A (AREAS OF 0.Z CHANCE ANNUAL FL000 ANO AREAS OUTSIDE OF THE 0.2.6 --.--' HIGH CAPACITY LEACHING CHAMBERSCHANCE ANNUAL FLOODPLAIN}. NC� = GRAPHIC SCALE I BELIEVE THAT THE WETLAND BOUNDARY AS SHOWN "TO MY KLE'DGE AND BELIEF THIS MAP IS h NOT TO SCALE HEREON IS SUBSTANTIALLY CORRECT PER MY DELINEATION } 20 0 10 20 40 80 SUBSTANTIALLY CORF�ECT AS NOTED HEREON. OF THE WETLANDS ON 11-7-2015,` ..- � � s 13054 j 13 ; �% 70125 12 /--' IN FEET)4016 ROBERT J. SCHUCH, P.E, CPSWQ LICENSE NO. DATE 1 inch = 20 IL RICHARD SNARSKI, G.S.S. DATE STEVEN R. MARIEN,1' LS, CFedS LICENSE NO. DATE SHEET NUMBER 1 L c� co I I N w Z 0 U Z CL W 0 O �- Q ~ W X z z C) � O �w w �Z Ld C;d Q.U 2E ci� t' +•+ ' ,I �v v 1 >'~' CIO U 0LLI Cr CL 0 w Q CL w a � ub =La 13 2916 I `/ Z/ Cly. Z Q A R� cr- co O u N L O N Lij 11 m ~" rW- CL J v cW (1) .-- CEJ SHEET NUMBER 1 U) w Z 0 U '©C CL W 0 �- Q ~ W X z z w a Q- �w w �Z Ld C;d Q.U 2E ci� t' +•+ ' ,I �v v 1 >'~' V) tri 0LLI Cr CL 0 w Q CL ub =La 13 2916 I `/ Z/ SHEET NUMBER 1