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--- -- 8'- 6" FILTER II EGEN if ANGLE 10' UP SLOPE KNOCKOUT INLET & FABRIC FOR STABILITY AND OUTLET OPENINGS SELF CLEANING N/F NOW 0R FORMERLY TpdyN POST VOL VOLUME TQN or RIBS INSIDE I "f 4E RBS INS D I god PG PAGE APAOXIMATE LOCATION OF \ ��//i o + + P� r6XISTING WELL TO BE \�' _ SF SQUARE FEET ���` � a Gardner ABANOION N/F COMPACTED - ER {SEE NOTE 10) N 0 - 390- EXISTING CONTOURS WLF G�� LOT 000 BACKFILL Lake � PROVIDE A CONTINUOUS �• PROPOSED CONTOURS � UNE OF SILT FENCE (PER MAP REFERENCE No.2) . ) CAST CONCRETE COVERS - MAINTAIN , NOT TO SCALE t • I �, oZ ROUGHOUT C�CMISTRUCTK)N � 1 � �SILT FEHCE STONE WALL o PLM I / FENCE PROVIDE RISERS � PROPOSED LOCATION t . o TO WITHIN 12" OF !.ROD , OF RECONSTRUCTED / i Q TREELIKE z SIlq!' 4x4 12.6/12.6 (FND) ( a r FINISH GRADE AT RESIDENCE t ' t� a GA. WIRE MESH �� EXIST' R.O.W� � � , � 4 � x6 6 6 INLET AND OUTLET ' �! , !�G J J t ' WLF#5 LIMITS OF INLAND WETLANDS ; t^ ,1 6 / GA O TO TAKE WOOD STEP / o t o .,.__ 24 WIRE MESH z , \ S t PROVIDE 24' TREE r tiles I , 4" OUTLET U t FILTER : Iz \ 88°5 T"26" tt� � I. RDD � . PQLYLOK ::tom w $ (FND DISTURBED) INLET _3" VENT----' 3" v�NT� OUTLET PL -122 w F- i35• ,1' � LIQUID LEVEL I.10Q 111 LF ' ,` , \ O 8 TREE \ \ f y 1 U-) 00 CONTINUOUS HOT T#f SOI ` } ' - �\ o L ASPHALT SEAL RQ , STO"LE , u Q w f d 4" SCHEDULE #40 us INLET BAFFLE }: W u TH I t C ? t�12" TRE cp 4 8 TREE �^ _ . N/F I " 1 " ` 6" TR \ WENDY B. ZERONSA 4 OUTLET BAFFLE LINED W/ /8 PVC �� 1 co"TREE � Oxoboxo 8 (3' •\ ! VOL. 365 PC. 49 ,.4 Lake 6O` GAS DEFLECTOR a o I � ff � I „ u, I •-.. _„\� ( GRAVEL \ 12 TREE rf '• ! t , PARKING ¢�0 CROSS SECTION ''" \ 6 TRE GARDNER f i "`._ _ � 18 R E jl {{ I » > I LOCATION MAP SCALE 1--1000 1 N ItA� / %' 000 GALLON 1 1 6" TRE 2 .4�PART�MENT rfI t 4Jtj + 6 REE MAP REFERENCES 5EETTIC T O 18" TR ➢ iso , ` R ./ NOT TO SCALE 0 t % ' ` 1.) PROPERTY SURVEY, PREPARED FOR MITCHELL JAKUBOWSKI & MARILYN WILCOX, c u, UNR00 GARDNER LAKE, MONTVILLE, CONNECTICUT. SCALE 1"=10', DATED DECEMBER 23, \ - , 1999, B)' CHANDLER, PALMER & KING. 2X2 5/8 16 GA. _ \ �: 40 ,. 6 WIRE MESH cy `� "` I r I 12". TREE Q 2. SUBCiVISON PLAN PREPARE FOR BRIAN P BRENDA LE M NA ARA 1 1/2" N I' 6 TRE ) D 0 B P.E c M , 191 1 1 /2.� I � I 18 TREE PARCEL jNa DOYLE ROAD, MONTVILLE, CONNECTICUT. SCALE 1 "= 80', DATED 04/30/2003 WLF >� r j REVISED 'THROUGH 11/04/2003. Y M PK I NGROUP. �- • _, .-..� ..� ._,_......� - �° #3 �' DECK I � � ,Q' � t � � O 1 , J B C E/C DESIGN ° y -y - -,--� -1- _ 1 \ LOT 19 I ' AREA = 0.3 f ACRES W 3.) PLAN MADE FOR ALFRED FRIEDLAND, GARDNER LAKE, TOWN OF MONTVILLE. INLET FLOW C WL 13 1-�;---1-------1 , V oSCALE 1 "= 40', DATED SEPT. 1951, REVISED THROUGH FEB. 6, 1970. BY LINE -.\ / -`,',\ /^\ 4 L16" TREE CHANDLER, PALMER & KING. YQ +/ I 6" TRE )� N F WEN DY B. ZERONSA 4.) PLAN OF PROPERTY TO BE CONVEYED TO MICHAEL JAKUBOWSKI BY ANNE C. ob ALQUIST, GARDNER LAKE, MONTVILLE, CONNECTICUT. SCALE 1 "= 40', DATED NOV. v • n EXISTING STI N G 19 7 ISED THROUGH NOV. 27, 1971, BY CHANDLER & PALMER, ASSOC.VOL. 365 PG. 49 o ,E a 6TREE i HOUSE �W U 6 T E E 12 I i o I ..;_,..,.� <_..:..._....,�. '....._ �... • ; -�. ____ - ...._. .,,,.,' � • r_ � �:.. j. " TRE I - t Z �►-"2 O i ETES 2 .�I � 1 T 0 C A � . 2 ice- � 1 TREE � I •� � 8 R.O.W. � C� 2X2 5/8 16 GA. 1 PROPOSED 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF WIRE MESH � Q j I TO DOYLE ROAD I CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND OB o, D K / SEE NOTE 1 1/2 i 0 � ( I THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS z I i PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND "z D --BOX. 1 QX 2$"# EXISTING DOCK g�� FRONDS LF 12" T E SURVEYORS, INC. ON SEPTEMBER 26, 1996. NOT TO SCALE TO BE RECONSTRUCTED W OD STEPS ( (ASTM %$5) O 1 Z ,. I TO B REMOVED _ - wL1- THE TYPE: OF SURVEY PERFORMED IS A BOUNDARY SURVEY CONFORMING TO THE a.<°>:. c t STANDARDS OF ACCURACY FOR A HORIZONTAL CLASS A-2 AND A VERTICAL CLASS I 15 �,# a to C) o '` . <:' I c�&p T-2, AND IS AN INDEPENDENT RESURVEY OF THE SUBJECT PROPERTY. W W APPROXIMATE ROWDE TR(E g p Z WATER LINE 1000 ;;=< =;_:.. : _ ; .<_> a 1 o J THIS SURVEY WAS PREPARED TO DEPICT THE BOUNDARY AND EXISTING Z " TR - S C j t j CONDITIONS OF THE SUBJECT PROPERTY. V) 0 2 4 L s W 0 U 12 " TREE . <:_>=>�,:,_:r�;';,�:.:;.��_.;: ; � i PROPERTY LINE IS t.. ..:::<_>......; F- Q I DE 20 LF OF � 0 EDGE OF WATER -95,:i,- % 8" El _ NG FILTER -F362+6 _ >-- V) w r� 1 TREE -'+ _ TG, A,, AREA OF PROPERTY = 0.34. ACRES 14983E SQUARE FEET to` -7 J - a 3.) ELEVAFiONS ARE BASED ON U.S. GEOLOGICAL SURVEY L._ }- MANHOLE TO GRADE FINISH GRADE ki/ t` J 1 PitOVIOE OVERSIZE 16" X 28 DISiRIBUTiON O.. '� k_) W 1 f 4� ' / 80X WITH ELBOW DIRECTED TO THE BOTTOM 4.) NORTI� IS BASED ON A MAGNETIC READING TAKEN NOVEMBER 13, 2001. CL Z � � � SOLID BLOCK - 2'0 COVER Mutt. OF BOX. / ��` I �� 1 5.) SITE ;S Z LOCATED IN ZONE R-120. a- � Q f �� ter. (V HELD / RE , ��� I EXISTING EASEMENT 6. THE SUBJECT PROPERTY IS SHOWN ON THE MONTVILLE TAX ASSESSOR MAP Z 4' c'• a a d•,, . ' �. � .. � a / 24 TREE , Til ! � '.ROD S89' 'S9"E 20.23'{ TAL) } � � W TO: POWER SUPPLY '� / 1 T i3: I (SEE MAP REFERENCE No.1) No. 57 AS LOT No.9 OF BLOCK 0 AND HAS BEEN ASSIGNED ADDRESS OF 215B J CONTROL eox CHECK VALVE -"r TO D _Bax ` • (FND) 16.45' 3.78 DOYLE ROAD, MONTVILLE, CONNECTICUT, -� INLET 4" PVC PIPE G ~ ,Q GATE VALVE S E D - \ f% F- „ M _ _ 7.) LOT .S SUBJECT TO RIGHTS OF OTHERS TO PASS AND REPASS ON FOOT OR Z DRILL 1 4 HOLE , � 4 .0 � � ,� / /" WITH VEHICLES ACROSS A STRIP OF LAND 8 WIDE, 0 NON -SHRINK GROUT INSIDE � �� PVC PRESSURE FOR PIPE DRAIN 9)�� TREE ` TRE • � AND OUTSIDE (TYPICAL STAND-BY PUMP PIPE OFF N ¢, r I ' / AT ALL OPENINGS} ON &/OR ALARM `SS' 1 .1 N 1 U 9 22"W -, � -�.� EXISTING 8.) REFERENCE IS MADE TO A DEED RECORDED 04/26/2000 IN VOLUME #337 ry _ PAGE #438 OF THE TOWN OF MONTVILLE LAND RECORDS. _ GRAVEL 22.50 PUON ` �`�~ 1 PARK \ J HOUSE Q __7`-. "-BEE--- S�- I' PARKING -4os- ro`. 1 17 1. PIPE (FND) 36" TREE- 9.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND PUMP PUMP WITH a 5EE DETAIL "A" I NOTED H _REON HAVE BEEN COMPILED IN PART FROM RECORD MAPPING 1 DO N LEGS „OR SET`� \ STOCKADE SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, = PUMP ON 8 CONCRETE PROVIDE 1000 GALLON BLOCK PAD Nj�F PUMP CHAMBER 5' (MI 1 FENCE FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE OFF a A JEFFREY J. & \ t w CONSIDEPED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES a • . OMITS OF CLEARING MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO CME Id I o 1. ROD (FND)ILSE M. CHARNEY RARY CONSTRUC�lON �•o,`\SEF DETAIL "C" ASSOCIATES, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURESriVOL, 4th1 ,,/ PG, 45 �� 1. PIP (FND) t ,, � IV +� I \ MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES m � � � � 5EE D AIL 13 ` PRIOR TO CONSTRUCTION, CALL BEFORE YOU DIG 1-800-922-4455. 1000 GALLON EFFLUENT PUMP _STATIC ENTRANCE 8" TREE 1 z 1 s79*1o'38"w NOT TO SCALE TEMOLE_ DATA w 1\ t ` , PER �JNCAS HEALTH DISTRICT ON 7/16/2004 PROVIDE 39 LF 2 \ ` \ 3.70 10.) EXISFING WELL MUST BE ABANDONED BY A LICENSED WELL DRILLER PRIOR SANITARY -PVC PRESSURE ` TO THE ISSUANCE OF A PERMIT. V) o TESTII0LE__# 1 PIPE ASTM D 2241. SDR 21 t PARCEL No.2 0"-9" TOPSOIL XISTING �`�' AREA = 0.031 ACRES 11.) PRIGS' TO THE START OF CONSTRUCTION, THE HOUSE AND SYSTEM ARE TO z ,• BE STAKED BY A LICENSED SURVEYOR. O 9-87" COARSE SAND AND GRAVEL M�N� NO LEDGE, NO WATER, NO MOTTLING SE (FND) o 0.15 6� 5s 3TESTHOLE #2 ^ (!) a o co U) 9 � � � cn co cn \N � 0"-6" TOPSOIL �i M ;� > T 4 Tp�32>> 6"-8C" COARSE SAND AND GRAVEL !NITS OF INLAND WETLANDS AS FLAGGED d 3 L cn r• r I� N Mp Q 9, 'y0 NO Lf:DGE, NO WATER, NO MOTTLING T �QQ I 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO s 9 �! BY I COLE, 0 0 0 0 4s5t ' O.os' 9(T EXISTING ' AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. of 0 N N N O SEEDED, AND MULCHED, 3,�.� �` \ rA�) TESTF,i4LE #3 .•y�elD•�, HOUSE � ,_ _ 2.) DISTURBED AREAS TO BE LOANED, o r o 0 -8 TOPSOIL (A � \ 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR \ 9,> 8"-9:2" COARSE SAND AND GRAVEL SIGNATUREDATE >f �6 SILT FENCE o a p 0 •9g, NO LEDGE, NO WATER, N0 MOTTLING 4. ALL CU AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES, o % d � ss, �T4Tq� ° 4) 5.) PRIOR T) SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE z d SHALL BE 'NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE m CONCRETE INSPECTION CAN OCCUR. BRIDGE MON_ I a �� �� 4 (FND) fi.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE Q DETAIL B �-���ON �'� IINSTAt i Qtj , OF ALL RECJIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION, �, o PER 'jNCAS HEALTH DISTRICT ON 7/16/2004 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NOT TO SCALE PERCOLATION RATE: 1.3 MINUTES/INCH PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS: NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. Q E a N a N 00 r. e � 0 CV t CO ()0 oa a� M y 0 LL' 0 r 4} U CD o m Q 41 Z ,� Cc rn C ca o � W bQ W u DETAIL '!A so NOT TO SCALE QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY.Z Cit ENVIRONMENTAL CIVIL { s • STRUCTURAL ARCHITECTURAL FILE 34849 DETAIL "C' NOT TO SCALE RICHAf REMOVE ALL TREES AT AND IN THE IMMEDIATE VICINITY OF THE INSTALLATION. TREE TO DE51Gm SYSTEM SEPARATION SHOULD BE MAINTAINED BY CUTTING TREES WHERE THE CROWN OF THE SELECT SAND PLACEMENT: TREE ENCROACH ON THE INSTALLED SYSTEM UNLESS SPECIAL BARRIER MATERIALS ARE PLACED PERC0LATION RATE = 1.3 MINUTES/INCH BETWEEN THE ROOT SYSTEM OF THE TREES AND THE FILTERS. STRIP AND STORE AL SAND/AGGREGATE SAND PLACE SPECIFIED AGGREGATE AT BOTTOM OF TRENCH UP TO BOTTOM OF FILTER BEDROOM RESIDENCE REQUIRES 375 SF OF LEACHING AREA TOPSOIL FOR REUSE:. REMOVE ALL ROOTS, STUMPS AND OTHER DELETERIOUS MATERIALS AND ELEVATION, IF LESS THAN 6 INCHES HAND COMPACT OR USE MECHANICAL MEANS TO ACHIEVE PROVDE 20 LF OF LIVING FILTER LF3626 REMOVE ALL ORGANIC MATERIAL UNDER THE FILTERS TO AT LEAST 8 INCHES OUTSIDE THE A UNIFORM DENSITY. GRADE THE SAND TO WITHIN .02' +/-. WORKING THE SAND WITH EFFECTIVE LEACHING AREA = 408 SF FOOTPRINT OF THE FILTERS. GRADING TOOLS WILL USUALLY ACHIEVE ADEQUATE COMPACTION. IF SAND DEPTHS EXCEED 6 PROVIDE A 1000 GALLON 2 -COMPARTMENT SEPTIC TANK INCHES USE A MECHANICAL VIBRATORY COMPACTOR OR THE EQUIVALENT. COMPACT IN LIFTS PROVIDE A 1000 GALLON PUMP CHAMBER NOT TO EXCEED 6 INCHES. COVER ALL AREAS AT LEAST TWICE. USE YOUR GOOD M.L.S.S. REQUIRED = N/A EXCAVATION FOR LIVING FILTERS: JUDGEMENT TO ASSESS COMPACTION, IF IN DOUBT, LIGHTLY SPRINKLE WITH WATER, RUN A M.L.S.S. PROVIDED = 46' THIRD PASS WITH THE COMPACTOR. THE GRADE OF THE SAND BOTTOM FOR ALL FILTERS MUST EXCAVATE TO DESIRED DEPTH AND WIDTH AS SHOWN ON THE CROSS-SECTION PART OF THE BE LEVEL IN ALL DIRECTIONS. SELECT SAND/AGGREGATE MUST MEET MANUFACTURERS' PUMP TO BE A GOULD SUBMERSIBLE INSTALLATION DRAWINGS, SPECIFICATIONS. SEWAGE PUMP- MODEL 3886 WS_B SERIES BE SURE NOT TO EXCAVATE DEEPER OR WIDER THAN SHOWN IN THE DRAWINGS. IF THE P/ 2" DISCHARGE BOTTOM OF THE TRENCH, IN PARTS, APPEAR TO HAVE SOILS OF LESSER PERMEABILITY THAN AFTER THE FILL IS IN PLACE AND COMPACTED, IT MUST BE PERC TESTED PER UNCAS HEALTH BE ASB SERIES P SWITCHER DESIGN BASIS UNDERCUT AND FILL, MECHANICALLY COMPACT WITH SELECT SAND/AGGREGATE DISTRICT PRIOR TO THE INSTALLATION OF THE SYSTEM. SUPER SINGLE WITH ITH SES SERI S CONTROL TO A SATISFACTORY DENSITY. IF THE DEPTHS OF LOW PERMEABILITY SOILS EXCEED 12 SEEDING DATES: PANEL AND ALARM. i INCHES, CONTACT SYSTEM DESIGNER FOR GUIDANCE. w i' TO M" KNOWL E NfY B EF, THIS MAP IS SUBSTANTIALLY BE SURE TO PLACE EXCAVATED MATERIALS, AT LEAST, A MINIMUM OF 4 FEET FROM THE EDGE OF THE TRENCH TO PREVENT OVERLOADING OF SOILS AND THUS REDUCING THE LIKELIHOOD NOTE TO ENGINEERS_ DESIGNERS AND INSTALLERS: CORK"E T ER OF CAVE-INS. IF LIVING FILTER PRODUCTS RATED AT OVER 10.2 SF/LF (EFFECTIVE LEACHING AREA) ARE TO , % THE MACHINE OPERATOR WHILE EXCAVATING THE TRENCH SHOULD TAKE SPECIAL CARE TO BE USED TO MEET RESERVE AREA REQUIREMENTS, THE PLANS, SPECIFICATIONS AND SITE MUST REMOVE ANY PROJECTING LARGE ROCKS OR BOULDERS THAT COULD FALL AND CAUSE INJURY AND DAMAGE. BE REVIEWED AND APPROVED BY FORM CELL RESEARCH, INC. RICHAf GRAPHIC SCALE IN FEET u m o LO cn m = d- o CD m N IE 0 1-- O 0 z w C3 w Lij J L% TEMPORAFY VEGETATIVE COVER PLMMNG SCHEDULE D Y z Y MULCHES APPLICATION RATE NOTES SEEDING DATES: © I 0 cn < m w uLu w , PER 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 DATE: 05/27/2004 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: SCALE: 1 = 10' WOOD CHIPS 185-275 lbs, FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 121bs NITROGEN / TON 10% PERENNIAL RYE SHEET 10 5 0 10 i1 OF 1 GRAPHIC SCALE IN FEET