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HomeMy WebLinkAboutSite PlanGARDNER LAKE LIMITS OF INLAND WETLANDS SEE NOTE J6 MEAN HIGH WATER MARK LOCATED ON 9-13-10 = PROPERTY LINE WFJ R120 ZONE CHART MIN. LOT AREA 720,000 S.F. FRONTAGE 200 FT. FRONT YARD SETBACK 60 Ff. SIDE YARD SETBACK 25 FT. REAR YARD SETBACK 60 Ff. MAXIMUM HEIGHT(1) 35 FT. EXISTING 38" TWIN TULIP TREE —� A. K.A. WHITEWOOD TREE PROPOSED HOUSE TO BE CONSTRUCTED ON SAME FOOTPRINT AS EXISTING HOUSE OVERHANGS TO MATCH EXISTING LEGEND & ABBREVIATIONS SEDIMENT FENCE � UTILITY POLE BUILDING SETBACK UNE t MORE OR LESS - - - - -4? 0- - - - EXISTING CONTOUR FT FEET ^ ^ ^ RETAINING WALL (rec) RECOVERED pH OVERHEAD WIRES (7yp) TYPICAL UG UNDERGROUND WIRES S.F. SQUARE FEET // STOCKADE FENCE ELEV. ELEVATION ••—•• EDGE OF LAKE !PO IRON PIPE ZONE BZEE C FLOOD ZONE LINE DH O DRILL HOLE INLAND WETLANDS O RE&1R/CAP = S WETLAND BUFFER 400.60 x SPOT GRADE Q WF -17 WETLAND FLOG 64 ASSESSOR'S MAP NUMBER DEEP TEST HOLE llk-ll4 ASSESSOR'S LOT NUMBER B PERCOLATION TEST ff" , WN&IN I a a A 0 � wo�!bj I a L.AfD SURVEYORS, LLC 148 Route 2 Preston, Connecticut 06866 (86 889 - 1999 SOIL TEST RESULTS SOIL TESTING WAS PERFORMED AND WITNESSED ON 4-17-08 BY DAVID COUGHLIN OF UNCAS HEALTH DISTRICT TEST HOLE 11 0'!- 4" TOPSOIL 4'!-89" BROWN SANDY GRAVEL NO MOTTLING GROUNDWATER AT 65" N/F THOMAS J. CHIARELLA LISA A. CHIARELLA VOLUME 381, PAGE 909 EXCAVATE 6"x 6" TRENCH pFkq.W Of • t*0 N UNDISTURBED GROUND 4QlPT1T'KAlPNTT lP'P1�T(-"1P nV-rA TT GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch = 10 ft. VE#lm •� :Tia EDGE OF LAWN NF SAINT THOMAS MORE ENDOWMENT AND DEVELOPMENT FUND, INC. VOLUME 347, PAGE 256 EROSION AND SEDIMENTATION CONTROL NARRATIVE SANITARY SYSTEM DESIGN CRITERIA TEST HOLE #1, PERC. #1 (tOCATfON AS PER OWNER) RESTRICTIVE LAYER IS GREATER THAN 60'. MLSS NEED NOT BE CONSIDERED. PERC RATE: 14.6 MINfINCH REQUIRED LEACHING AREA: 675 SF (3 BEDROOM HOUSE) SYSTEM DESIGN: 3' HIGH x 4' WIDE x 8' LONG LEACHING GALLERIES, 12' O.C. = 8.0 EFFECTIVE LEACHING CREDIT SF/LF PRIMARY: 1 ROW ® 48' IN LENGTH - 48 LF X 8.0 SFILF = 384 SF EFFECTIVE LEACHING AREA PROVIDED 1 ROW 0 40' IN LENGTH 1 - 40 LF X 8.0 SF/LF = 320 SF EFFECTIVE LEACHING AREA PROVIDED TOTAL = 704 SF EFFECTIVE LEACHING AREA PROVIDED RESERVE: 1 ROW ® 32' IN LENGTH - 32 LF X 8.0 SF/LF = 256 SF EFFECTIVE LEACHING AREA PROVIDED 1 ROW ® 56' IN LENGTH - 56 LF X 8.0 SF/LF = 448 SF EFFECTIVE LEACHING AREA PROVIDED TOTAL = 704 SF EFFECTIVE LEACHING AREA PROVIDED SET GALLERY SECTIONS A MAXIMUM OF 42" INTO EXISTING GRADE (GALLERY SECTION = 36" HIGH PLUS 6" MINIMUM TOPSOIL = 42". PROVIDING 23" TO GROUNDWATER AT 65".) THE SANITARY PUMP IN THE PROPOSED PUMP CHAMBER SHALL BE A SUBMERSIBLE SEWAGE EFFLUENT PUMP BY GOULDS, MODEL 13871 ORDER JEP0411A, 115 VOLT, SINGLE PHASE, 4110 HP, 1,550 RPM OR APPROVED EQUAL CAPABLE OF PUMPING 30 GPM WITH A TOTAL DYNAMIC HEAD OF 15 FEET. EACH PUMP CYCLE SHALL DISCHARGE 120 GALLONS. A CHECK VALVE AND DISCONNECT SHALL BE INSTALLED ON THE FORCE MAIN BENEATH THE MANHOLE RISER AT A DEPTH NOT GREATER THAN 30" BELOW ACCESS GRADE A WEEP HOLE SHALL BE INSTALLED IN THE FORCE MAIN JUST UPSTREAM OF THE CHECK VALVE TO ALLOW PIPE TO DRAIN WHEN PUMP IS OFF. PUMP SHALL BE EQUIPPED WITH A HIGH LEVEL ALARM. AN ELECTRICAL PERMIT IS REQUIRED FROM THE TOWN OF MONTVILLE BUILDING OFFICIAL. THE PROPOSED SANITARY FORCE MAIN SHALL BE W POLYETHYLENE PLASTIC FLEXIBLE PRESSURE PIPE (ASTM D 2239) OR APPROVED EQUAL. THIS PIPE SHALL BE INSTALLED WITH A MINIMUM OF 42" OF COVER WHERE EVER POSSIBLE. H2O LOADING REQUIREMENTS WILL BE REQUIRED FOR ALL STRUCTURES UNLESS DRIVEWAY IS RELOCATED. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH CURRENT CONNECTICUT STATE HEALTH CODE REGULATIONS. AN EQUIVALENT SYSTEM MAY BE INSTALLED WITH APPROVAL FROM AUTHORIZED MUNICIPAL OFFICIALS AND UNCAS HEALTH DISTRICT. CODE -COMPLYING SEPTIC AREA REBAR (rec) 1. LIMITS OF DISTURBANCE SHALL BE FLAGGED IN THE FIELD AND VERIFIED PRIOR TO INIT14HUN OF CUN5lKUCHUN. 2. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY GRADING OF THE SITE J. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS: A. INSTALL ALL SEDIMENT FENCES ANDIOR HAY BALE BARRIERS AS SHOWN ON THIS PLAN. B. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. I DISPOSE OF ALL MATERIAL CLEARED AND GRUBBED OFF SITE C. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT FENCE ON THE DOWN SLOPE SIDE SEED STOCKPILE WITH PERENNIAL RYE GRASS AT A RATE OF 40 POUNDS PER ACRE AND MULCH WITH HAY OR STRAW. D. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE OF BUSH, RUBBISH, LOGS, BUILDING DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL. MOISTEN SOIL SURFACE PERIODICALLY WITH WATER TO MINIMIZE DUST. E CONSTRUCT BUILDING AND INSTALL UTILITIES. ADD EROSION CONTROL DEVICES AS NEEDED. F. PLANE AND COMPACT BASE MATERIAL TO FINAL GRADE INSTALL PAVEMENT, CURB, SIDEWALKS, RAMPS, STEPS, ETC. G. ALL ,DISTURBED AREAS NOT COVERED BY BUILDING, DRIVEWAYS, SIDEWALKS, ETC., SHALL BE GRADED AND STABILIZED AS FOLLOWS: 1. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS. 2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE. 3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS. 4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15 AND SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED WITH STRAW OR HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET. H. STABILIZE STEEP SLOPES (3:1 OR STEEPER) AS SOON AS PRACTICAL WITH CURLEX EROSION CONTROL FABRIC OR EQUIVALENT AND PERMANENT SEEDING AS SPECIFIED BELOW. 1. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT: J. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS RESPONSIBILITY TO OTHER PARTIES. K. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAINING THE FOLLOWING VARIETIES OF PERENNIAL AND ANNUAL RYE GRASSES: FIESTA 11, BLAZER II, DASHER 11 AND EXPRESS. MIX WITH CROWN VETCH SEED MIX. A SEEDING RATE OF 5 - 7 LBS PER 1000 SF IS RECOMMENDED. L. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MAY BE REQUIRED AS DIRECTED BY TOWN STAFF. N F f LEONARD T. JOHNSON & KATHLEEN A. JOHNSON VOLUME 486, PAGE 255 Y LIMITS OF INLAND WETLANDS SEE NOTE 16 MIN. 6" SOIL COVERING O ` J FILTER FABRIC ., •R : APPROVED AGGREGATE r AGGREGATE •• 4 4' MIN. j 1, 6' MIN. `moi LEACHING GALLERY DETAIL NOT TO SCALE 'o©j Gardner rti `�" a`/� oAt 9 Lake ItSITE/ LOCATION s� l��i` civ 'dry 163 Im TU PNCE 82 �d NORWtCi SA 82 .0%f .A tifi 55 ROA° 1 tchF�Fo _ LOCATION MAP SCALE: l`-2000' REFERENCE NOTES; 1. THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3OOB-1 THROUGH 2O-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS AN "IMPROVEMENT LOCATION SURVEY" CONFORMING TO HORIZONTAL ACCURACY "CLASS A-2" STANDARDS. THE BOUNDARY DETERMINATION CATEGORY IS "FIRST SURVEYS THE TOPOGRAPHIC INFORMATION DEPICTED HEREON HAS BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY AND CONFORMS TO TOPOGRAPHIC ACCURACY "CLASS T-27. THE DATUM REFERENCES THE PLAN CALLED OUT IN REFERENCE NOTE 3D AND 3E THE PURPOSE OF THIS PLAN IS TO DEPICT THE EXISTING HOUSE AND SEPTIC SYSTEM TO BE REMOVED AND REPLACED WITH NEW HOUSE AND SEPTIC SYSTEM. 2. REFERENCE MAY BE MADE TO THE FOLLOWING DEED RECORDED IN THE TOWN OF MONTVILLE LAND RECORDS: VOLUME: 606 PAGES: 505-508 TYPE. WARRANTY DEED -SURVIVORSHIP GRANTOR: THOMAS E, SANDERS GRANTEES: JOHN MIHOK AND JENNIFER MIHOK DATE EXECUTED: 6-16-2015 DATE RECORDED: 6-16-2015 3. REFERENCE MAY BE MADE TO THE FOLLOWING PLANS: A. "GENERAL LOCATION SURVEY PREPARED FOR LEN & KATE JOHNSON, 87G COTTAGE ROAD, MONTVILLE, CONNECTICUT, SCALE. l"---20% DATE: MARCH 2007, JOB I.D. NO.: 07-0032» PREPARED BY SUSAN F. CAMP, L.S., LICENSED LAND SURVEYOR, 148 ROUTE 2, PRESTON, CONNECTICUT 06365, (860)889-1999. H. "SURVEY MAP PREPARED FOR ESTATE OF ELIZABETH V. LAIVONEN, COTTAGE ROAD, MONTVILLE, CONNECTICUT, SCALE: l`-100'. DATE: AUGUST 15, 1997, SHEET 1 OF 1". PREPARED BY CPK CHANDLER, PALMER & KING, NORWICH, CONNECTICUT. C. "SURVEY MAP PROPERTY TO BE CONVEYED BY THE ESTATE OF ELIZABETH V. LAIVONEN TO EDWARD & MARGIE HNATIUK, OFF COTTAGE _ _ ROAD, MONTVILLE' CONNECTICUT, DATE: NOVEMBER 25, 1996, SCALE: 17--20", SHEET 1 OF 1". PREPARED BY CPK CHANDLER, PALMER & KING, NORWICH, CONNECTICUT H. "SURVEY MAP PROPERTY TO BE CONVEYED BY THE ESTATE OF ELIZABETH V. LAIVONEN TO THOMAS E SANDERS, OFF COTTAGE ROAD, MONTVILLE, CONNECTICUT, DATE. MARCH 1, 1995, ADDITIONS DECEMBER 5, 1997, SCALE: 1"-10% SHEET 1 OF 1". PREPARED BY CPK CHANDLER, PALMER & KING, NORWICH, CONNECTICUT E EXISTING CONDITIONS AND PROPOSED SITE IMPROVEMENTS, PROPERTY OF. EDWARD & MARGIE HNATIUK, OFF OF COTTAGE ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=10', DATE: SEPT. 1987, SHEET 1 OF 1, JOB NO.: 87-8-188" PREPARED BY TOTAL TECHNOLOGY INC., NEW LONDON, CT. F "BOUNDARY AND SANITARY PLOT PLAN, PROPERTY OF EDWARD & MARGIE HNATIUK, OFF OF COTTAGE STREET, MONTVILLE, CONNECTICUT, DATE. JULY 1, 1986, REVISED: 7-14-86, SCALE: 1 "=10`. PREPARED BY KMS KING, MULLEN & SCHUCH, UNCASVILLE, CONNECTICUT. 4. THE SITE IS ZONED R 120. 5. NORTH MAY BE REFERENCED TO THE PLAN CALLED OUT IN NOTE 3C ABOVE. 6. INLAND WETLANDS WERE DELINEATED ON SEPTEMBER 13, 2010 BY MARK H. SULLIVAN, SOIL SCIENTIST. INLAND WETLANDS DEPICTED ON LANDS NOW OR FORMERLY LEONARD T. JOHNSON AND KATHLEEN A. JOHNSON WERE DELINEATED BY R. RICHARD SNARSKI, SOIL AND WEILAND SCIENTIST, ON JANUARY 22, 20OZ 7. SAID PARCEL IS SERVED BY A WELL. THERE ARE NO APPARENT SEPTIC SYSTEMS WITHIN 75' OF THE EXISTING WELL ON SAID PARCEL. EXISTING SANITARY SYSTEM LOCAPON IS AS PER PROPERTY OWNER AND IS APPROXIMATE. THIS SYSTEM IS TO BE REMOVED AND A NEW SYSTEM IS TO BE INSTALLED BEYOND THE 75' RADIUS OF THE CHIARELLA WELL. 8. THE PARCEL DESCRIBED IN DEED REFERENCE 2B ABOVE IS TOGETHER WITH "A RIGHT TO PASS AND REPASS WITH TEAMS OR OTHERWISE ACROSS HIS LAND (ELIJAH LATHROP) FROM A PENTWAY TO SAID ABOVE DESCRIBED TRACT OF LAND". REFERENCE MAY BE MADE TO VOLUME 31, PAGE 568, EXIECUTED ON 11-30-1914 AND RECORDED ON 11-30-1914. 9. THE PARCEL DESCRIBED ITV► DEED REFERENCE 2A ABOVE IS "SUBJECT TO RIGHTS FOR EXISTING OVERHEAD UTILITY LINES CROSSING THE ABOVE DESCRIBED TRACT *D ALSO SUBJECT TO RIGHTS OF OTHERS TO USE THE EXISTING ROAD CROSSING THE ABOVE DESCRIBED TRACT". 10. SUBJECT PARCEL(S) ARE GETHER WITH AND SUBJECT TO SUCH RIGHTS AS MAY EXIST SUBTERRANEAN FEATURES NOT DEPICTED ON THIS PLAN MAY EXIST. CA BEFORE YOU DIG! 1-800-922-4455. 11. THE SITE IS LOCATED IN Z)NE X AS PER NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, NEW LONDON COUNTY, CONNECTICUT, AL4 JURISDICTIONS, PANEL 188 OF 554, MAP NUMBER, 09011 CO 188G, EFFECTIVE DATE: JULY 18, 2011, FEDERAL EMERGENCY MANAGEMENT 'AGENCY. ZONE X LOCATED TO THE WEST OF THE APPROXIMATE FLOOD ZONE BOUNDARY DEPICTED HEREON IS AN AREA OF 0.2% ANNUAL' CHANCE FLOOD. ZONE X LOCATED TO THE EAST OF SAID FLOOD ZONE BOUNDARY IS AN AREA DETERMINED TO BE OUTSIDE THE 0.290 40AL CHANCE FLOODPLAIN. 12. THIS CLOSING LINE IS DEPiCTE'D TO DEMONSTRATE MATHEMATICAL CLOSURE OF A PARCEL OF LAND, AND IS NOT TO BE CONSTRUED AS A PROPERTY LINE. IMPROVEMENT LOCATION SURVEY PREPARED FOR "TO MY KN9wlj 6t --AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HER,EEM, 1515 7 SU -F.. ;Ib647ltPN, L.S. LICENSE NO. DATE JOHN MIHOK 87E COTTAGER0 A T -N MONTVILLE, CONNECTICUT SCALE: 1 "=1 O' DATE: AUGUST 2015 JOB I.D. NO.: 15-0467