Loading...
HomeMy WebLinkAboutLocation Surveyo� 4 SOIL EROSION & SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION: SITE WORK TO INCLUDE CONSTRUCTION OF 1 PROPOSED HOUSE, SEPTIC SYSTEM, DRIVEWAY SITE GRADIN(-. AND LANDSCAPING. GENERAL SEQUENCE: 1. INSTALLATION OF EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON PLAN FOR INDIVIDUAL HOUSE CONSTRUCTION. 2. CLEARING AND GRUBBING AS REQUIRED. 3. STRIP AND STOCKPILE TOPSOIL WITHIN LIMITS OF DISTURBED AREA AND RING WITH STAKED HAYBALES OR SILT FENCE. 4. CONSTRUCTION OF HOUSE, DRIVEWAY AND SEPTIC SYSTEM. 5. FINAL GRADING AND LANDSCAPING. GENERAL NOTES: 1. ALL PROPOSED WORK SHALL CONFORM TO STANDARDS SET FORTH IN THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL". REVISED 2002. 2. PRIOR TO CONSTRUCTION OR EXCAVATION, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN LOCATIONS AS SHOWN ON PLAN AS REQUIRED AND MAINTAINED THROUGHOUT CONSTRUCTION. 3. SEDIMENT SHALL BE PERIODICALLY REMOVED FROM UPHILL SIDE OF HAYBALE BARRIERS AND RESPREAD OVER. SLOPE. DAILY INSPECTIONS SHALL BE MADE OF EROSION AND SEDIMENT CONTROLS. INSPECTIONS TO INSURE EFFECTIVENESS AND IMMEDIATE CORRECTIVE, ACTION SHALL BE TAKEN IF FAILURE OCCURS. 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN STABILIZED AND VEGETATION COVER HAS BEEN ESTABLISHED. 5. DISTURBED AREAS SHALL BE FINAL GRADED AS SOON AS POSSIBLE AFTER EXCAVATION. FINAL GRADING SHALL INCLUDE REMOVAL OF LARGE ROCKS, STUMPS AND OTHER DEBRIS FROM THE FINISHED SURFACE. UPON FINAL GRADING, DISTURBED AREAS SHALL BE LOAMED WITH PREVIOUSLY STOCKPILED MATERIAL AND SEED. 6. PRIOR TO SEEDING, APPLY LIMESTONE AT THE RATE OF 90 LBS. PER 1000 SF AND FERTILIZE WITH 10-10-10 AT THE RATE OF 7.5 LBS PER 1000 SF AND WORK INTO SOIL TO A DEPTH OF 4". 7. APPLY GRASS SEED MIXTURE BY HAND, CYCLONE SEEDER OR HYDRO SEED. SEEDING SHOULD BE SOWN BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND SEPTEMBER 15. IF SEEDING CANNOT TAKE PLACE BETWEEN THESE DATES, IMPLEMENT MULCHING PROCEDURES UNTIL SUCH TIME AS SEEDING CAN TAKE PLACE. 8. IMMEDIATELY AFTER SEEDING, MULCH THE SEEDED AREA WITH HAY OR STRAW AT THE RATE OF 1.5 TO 2 TONS PER ACRE. MULCH SHALL BE ANCHORED BY TRACK MACHINE OR MULCH ANCHORING MACHINE. 9. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY TO IMPLEMENT THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVE OF THIS PLAN. SEPTIC NOTES 1. ALL DISTURBED AREAS TO BE STABILIZED (SEE EROSION &SEDIMENT CONTROL NOTES). 4" PVC ELBOW (FOR OVERFLOW) 1 1/2" In1 * QD O iwr 00 STANDARD D -BOX W/ELBOW KinT Tr) crni P" N 12" 48" 12" 001 6" MIN. COVER PLACE 4" PERFORATED PVC PIPE (HOLES DOWN) THROUGH CONC. GALLERY UNITS. REINFORCED RIB 1" CRUSHED STONE 27" HIGH "TEE PEE' LEACHING GALLERY NOT TO SCALE MLS`S C -;ALC U LAI•IUN S MLSS = HYDRAULIC FACTOR (HF) x PERCOLATION FACTOR (PF) x FLOW FACTOR (FF) HE = ( RESTRICTIVE LAYER @ 41" (MOTTLING), SLOPE @ 1 - 2% = 36, PF =1.2, FF = (3 BEDROOM HOUSE) =1.5 MLSS REQUIRED = 36 x 1.2 x 1.5 = 64.8' MLSS PROVIDED= 72' LEACHING AREA REQUIRED = 495 S.F. PROVIDE ONE 72.0' ROW OF 4'x 8'x 27" CONCRETE LEACHING TEEPEES, 7,1 S.F. PER L.F. LEACHING AREA PROVIDED = 511.2 S.F. MAXIMUM DEPTH IN GRADE = 23" PROVIDE 9 - 8' LONG X 4' WIDE X 27" DEEP CONCRETE "TEEPEE" GALLERIES (72' TOTAL) W/1' OF STONE AROUND PERIMETER BTTM = 95.00 KRISTINA R. EMORY TAX ASSESSORS MAP 85 J LOT 29 VOL. 584/ PG 981 so, 0, •� l lM \ 9 ~`'♦� 6801 rn 2. IT IS THE RESPONSIBILITY OF THE INSTALLER (LIC. SEPTIC CONTRACTOR) TO CONSTRUCT N/F o� oo / //o AUSTIN HEWITT & SONS, INC. ob' ©• / //' THE SANITARY SYSTEM AS SHOWN ON THE FINAL APPROVED PLAN WITHOUT REVISIONS TAX ASSESSORS MAP 85 / LOT 43-002 UNLESS PRIOR APPROVAL IS OBTAINED FROM BOTH THE DESIGNING ENGINEER AND THE VOL. 141/ PG 25 TOWN SANITARIAN. 3. IF THE INSTALLER FINDS CONDITIONS OTHER THAN THOSE SHOWN ON THE PLAN, ALL WORK SHALL BE STOPPED IMMEDIATELY AND THE ENGINEER AND THE HEALTH DEPARTMENT NOTIFIED. 4. THE CONSTRUCTION OF THE SANITARY DISPOSAL SYSTEM AND ITS COMPONENTS SHALL COMPLY IN ALL RESPECTS WITH THE LATEST REVISION OF SECTION 19-13-B103a THROUGH 19-13-13103f OF THE PUBLIC HEALTH CODE- OF THE STATE OF CONNECTICUT AND OTHER TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS. 5. PIPE FROM THE HOUSE TO THE SEPTIC TANK AND PIPE WITHIN 25 FEET OF ANY UNDERDRAIN OR FOOTING DRAIN SHALL BE EXTRA HEAVY CAST IRON OR EQUAL. DISTRIBUTION PIPES TO BE SDR -35 3034 OR EQUAL. 6. THE AREA OF THE LEACHING SYSTEM SHALL BE STRIPPED OF ALL TOPSOIL AND REPLACED WITH CLEAN BANK RUN SAND OR GRAVEL COMPACTED IN 6" LIFTS. REMOVAL OF TOPSOIL AND PLACEMENT OF FILL SHALL EXTEND A MINIMUM OF 10 FEET BEYOND THE LEACHING FIELD LIMITS. A MINIMUM OF 6" OF TOPSOIL SHALL BE PLACED OVER THE SYSTEM. 7. FILL SHALL MEET THE REQUIREMENTS OF THE PUBLIC HEALTH CODE INCLUDING 45% MAX. RETAINED ON THE #4 SLEVE. THE REMAINING SAMPLE SHALL HAVE THE FOLLOWING GRADATION. SLEVE SIZE % PASSING WET DRY #4 100 100 #10 70-100 70-100 #40 10-50* 10-75 #100 0-20 0-5 #200 0-5 0-2.5 * PERCENT PASSING THE #40 SIEVE CAN BE INCREASED NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. 8. SEPTIC TANK IS REQUIRED TO HAVE AN APPROVED OUTLET FILTER INSTALLED ON THE OUTLET BAFFLE. SEPTIC TANK TO CONFORM TO SECTION 5 OF THE TECHNICAL STANDARDS OF SECTION 19-13-B 103 OF THE CONNECTICUT PUBLIC HEALTH CODE. 9. HOUSE, WELL AND SEPTIC SYSTEM TO BE FIELD STAKED BY A CONNECTICUT LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 10. COMPLIANCE BY CONTRACTORS WITH OSHA REQUIREMENTS REQUIRED FOR CONFINED SPACES AND EXCAVATION FOR HOUSE AND ALL EXCAVATION AND EARTHWORK. LEGEND I U -b KNOCKOUT INLET AND PROPERTY LINE FH w `A w-- PROPOSED WATER LINE HW OHP PROPOSED OVERHEAD UTILITIES IPIN MHS BUILDING SETBACK LINE DH I "= 20' IP PROJECT NO. 14-120 STONEWALL 30 PLEASANT VIEW COVE PHONE (860) 376-8525 LISBON, CT 06351 FAX (860) 376-3855 SHEET 1 OF 1 CB EXISTING CONTOUR LINE BL&P `- - - -- - - - - - PROPOSED CONTOUR LINE ELEV. o ANGLE POINT REC. CL&P -O UTILITY POLE TH-1 VOL. VOLUME PG. PAGE PT -A N/F NOW OR FORMERLY S.F. SQUARE FEET WL -4 CONC. CONCRETE MON SOIL TESTING SOIL TESTING CONDUCTED ON 7-1-2014 WITNESSED BY UNCAS HEALTH DISTRICT TEST HOLE TH-1 0- 42" BROWN SANDY LOAM 42-754" GRAY SANDY GRAVEL MOTTLING cr 42", GROUNDWATER @ 75" TEST HOLE TH-2 0- 4" TOPSOIL 4-48" BROWN SANDY LOAM 48-82" SANDY GRAVEL MOTTLING @. 48", NO GROUNDWATER TEST HOLE TH-3 0- 3" TOPSOIL 3-46" BROWN SANDY LOAM 46-87" SANDY GRAVEL MOTTLING @, 46", NO GROUNDWATER TEST HOLE TH-4 0- 6" TOPSOIL 6-41." BROWN SANDY LOAM 41-85" SANDY GRAVEL MOTTLING a) 41 ", GROUNDWATER @ 77" FIRE HYDRANT HEADWALL IRON PIN DRILL HOLE IRON PIPE CATCHBASIN BOZRAH LIGHT & POWER ELEVATION RECOVERED CONNECTICUT LIGHT & POWER SOIL TEST HOLE LOCATION SOIL PERCOLATION TEST LOCATION SEDIMENT AND EROSION BARRIER WETLAND FLAG LOCATION & NUMBER MONUMENT ♦680 Q� P,XISTINC. EXISTING \� LL SINGLE FAMILY DWELLING ' `[fIf1 95 0 PERCOLATION TEST TIME READING 9:48 3.511 9:54 9.0" 10:00 11.75" 10:08 15.0" 10:15 17.5" 10:20 19.011 10:28 20.25" 10:35 21.25" 10:44 23.0" PERC RATE =5.8 MINUTES PER INCH N/F SUNMARJRAF BUILDERS, LLC TAX ASSESSORS MAP 85 / LOT 27 VOL. 594/ PG 212 CAST CONCRETE COVERS P LAN PROVIDE POSITIVE GRADE AWAY FROM MANHOLE COVER TO PREVENT GROUNDWATER FROM ENTERING CHAMBER 4" CONCRETE ACCESS IF MORE THAN 12" OF COVER COVER (TYP.) tS REQUIRED IN THE FIELD, PROVIDE ACCESS COVERS TO GRADE. SHED GRADE F/N/SHED GRADE I CROSS SECTION 1000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE ANGLE 10* UP SLOPE POST I FOR STA13ILITY AND bo ° SELF CLEANING izM- COMPACTED ���\\�\\' �„ w BACKFILL SILT FENCE NOT TO SCALE INVERT ELEVATIONS INVERT @ FOUNDATION = 97.10 (MIN.) INVERT TANK IN = 96.50 INVERT TANK OUT = 96.25 GALLERY 1 BOTTOM = 95.00 D-1 (STANDARD) INV. IN = 95.75 INV. OUT TO GALLERIES = 95.58 0 10 26 30 40 50 CROSS SECTION A -A' SCALE: 1" = 5' 95 we THIS MAP IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL f � ? i RY LL } t .Yi r LOCUSt � �� fes...., w...--'' `'� V , `� £` •D i x 3_ 1 r � � LOCATION MAP SCALE: 1" = 1000' NOTES 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 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. - THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY. - THE BOUNDARY DETERMINATION CATEGORY IS A DEPENDENT RESURVEY. - THE HORIZONTAL ACCURACY CONFORMS TO CLASS A-2 STANDARDS. NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND THE ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS BELOW OR THEREON. 2. REFERENCE DEED: TOWN OF MONTVILLE LAND RECORDS VOLUME 123 ON PAGE 1139. 3. OWNER AND APPLICANT: CARL D. AND MARIE S. HEWITT 51 FIELDING DRIVE, MONTVILLE, CT. 06382. 4. PROPERTY LOCATED IN A RESIDENTIAL (R40) ZONING DISTRICT. 5. PROPERTY IDENTIFIED ON THE TOWN OF MONTVILLE TAX ASSESSORS MAP 85 AS LOT 32. 6. THIS SURVEY AND MAP DOES NOT INCLUDE THE LOCATION OF UNDERGROUND UTILITIES AND / OR STRUCTURES OTHER THAN NOTED HEREON. 7. THE SEPTIC SYSTEM AND WELL LOCATION SHOWN HEREON WERE PROVIDED BY THE OWNER. 8, SUBJECT TO RIGHTS AS RECORD MAY APPEAR. 9. THIS PLAN MAY BE SUBJECT TO PERMITS AND APPROVALS FROM VARIOUS MUNICIPAL, STATE, AND / OR FEDERAL AGENCIES, COMMISSIONS AND / OR STAFF. IT IS THE RESPONSIBILITY OF THE OWNER AND / OR APPLICANT (NOT THE UNDERSIGNED) TO OBTAIN ALL NECESSARY PERMITS AND / OR APPROVALS AS PERTAIN TO THIS PLAN. THIS PLAN MAY BE SUBJECT TO CHANGE BASED ON SUBTERRANEAN, GEOLOGIC, HYDROLOGIC, OR OTHER PHYSICAL ELEMENTS, OR REGULATORY REVIEW REQUIREMENTS AND RECOMMENDATIONS. 10. PARCEL AREA: 15,000.00 SQ. FT. OR 0.34 ACRES. 7. CONTOUR LINES SHOWN HEREON ARE AT 1 FOOT INTERVALS AND ARE BASED ON AN APPROXIMATE U.S.G.S. VERTICAL DATUM. CLASS T-2 TOPOGRAPHIC SURVEY. 8. THIS PROPERTY DOES NOT INCLUDE AREAS WITHIN THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (FEMA) 100 - YEAR FLOOD HAZARD AREA. COMMUNITY PANEL 4 09011C0353G. 9. DRIVEWAY TO BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF MONTVILLE DRIVEWAY DESIGN STANDARDS, REGULATIONS, AND ORDINANCES. MAP REFERENCES 1. MAP ENTITLED "PROPERTY OF MOHEGAN REALTY Co., INC., MONTVILLE, CONN, SCALE: I" = 100', MAY 7, 1960, THOMAS M. PATERSON." BAR SCALE 0' 20' 40' 6 0' SCALE: 1" = 20' "CALL BEFORE YOU DIG" 1-800-922-4455. IMPROVEMENT LOCATION SURVEY I U -b KNOCKOUT INLET AND OUTLET OPENINGS 6/30/2014 #67 FIELDING DRIVE RIBS INSIDE I I DRAWN BY 01 MHS - SCALE: CAST CONCRETE COVERS P LAN PROVIDE POSITIVE GRADE AWAY FROM MANHOLE COVER TO PREVENT GROUNDWATER FROM ENTERING CHAMBER 4" CONCRETE ACCESS IF MORE THAN 12" OF COVER COVER (TYP.) tS REQUIRED IN THE FIELD, PROVIDE ACCESS COVERS TO GRADE. SHED GRADE F/N/SHED GRADE I CROSS SECTION 1000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE ANGLE 10* UP SLOPE POST I FOR STA13ILITY AND bo ° SELF CLEANING izM- COMPACTED ���\\�\\' �„ w BACKFILL SILT FENCE NOT TO SCALE INVERT ELEVATIONS INVERT @ FOUNDATION = 97.10 (MIN.) INVERT TANK IN = 96.50 INVERT TANK OUT = 96.25 GALLERY 1 BOTTOM = 95.00 D-1 (STANDARD) INV. IN = 95.75 INV. OUT TO GALLERIES = 95.58 0 10 26 30 40 50 CROSS SECTION A -A' SCALE: 1" = 5' 95 we THIS MAP IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL f � ? i RY LL } t .Yi r LOCUSt � �� fes...., w...--'' `'� V , `� £` •D i x 3_ 1 r � � LOCATION MAP SCALE: 1" = 1000' NOTES 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 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. - THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY. - THE BOUNDARY DETERMINATION CATEGORY IS A DEPENDENT RESURVEY. - THE HORIZONTAL ACCURACY CONFORMS TO CLASS A-2 STANDARDS. NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND THE ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS BELOW OR THEREON. 2. REFERENCE DEED: TOWN OF MONTVILLE LAND RECORDS VOLUME 123 ON PAGE 1139. 3. OWNER AND APPLICANT: CARL D. AND MARIE S. HEWITT 51 FIELDING DRIVE, MONTVILLE, CT. 06382. 4. PROPERTY LOCATED IN A RESIDENTIAL (R40) ZONING DISTRICT. 5. PROPERTY IDENTIFIED ON THE TOWN OF MONTVILLE TAX ASSESSORS MAP 85 AS LOT 32. 6. THIS SURVEY AND MAP DOES NOT INCLUDE THE LOCATION OF UNDERGROUND UTILITIES AND / OR STRUCTURES OTHER THAN NOTED HEREON. 7. THE SEPTIC SYSTEM AND WELL LOCATION SHOWN HEREON WERE PROVIDED BY THE OWNER. 8, SUBJECT TO RIGHTS AS RECORD MAY APPEAR. 9. THIS PLAN MAY BE SUBJECT TO PERMITS AND APPROVALS FROM VARIOUS MUNICIPAL, STATE, AND / OR FEDERAL AGENCIES, COMMISSIONS AND / OR STAFF. IT IS THE RESPONSIBILITY OF THE OWNER AND / OR APPLICANT (NOT THE UNDERSIGNED) TO OBTAIN ALL NECESSARY PERMITS AND / OR APPROVALS AS PERTAIN TO THIS PLAN. THIS PLAN MAY BE SUBJECT TO CHANGE BASED ON SUBTERRANEAN, GEOLOGIC, HYDROLOGIC, OR OTHER PHYSICAL ELEMENTS, OR REGULATORY REVIEW REQUIREMENTS AND RECOMMENDATIONS. 10. PARCEL AREA: 15,000.00 SQ. FT. OR 0.34 ACRES. 7. CONTOUR LINES SHOWN HEREON ARE AT 1 FOOT INTERVALS AND ARE BASED ON AN APPROXIMATE U.S.G.S. VERTICAL DATUM. CLASS T-2 TOPOGRAPHIC SURVEY. 8. THIS PROPERTY DOES NOT INCLUDE AREAS WITHIN THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (FEMA) 100 - YEAR FLOOD HAZARD AREA. COMMUNITY PANEL 4 09011C0353G. 9. DRIVEWAY TO BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF MONTVILLE DRIVEWAY DESIGN STANDARDS, REGULATIONS, AND ORDINANCES. MAP REFERENCES 1. MAP ENTITLED "PROPERTY OF MOHEGAN REALTY Co., INC., MONTVILLE, CONN, SCALE: I" = 100', MAY 7, 1960, THOMAS M. PATERSON." BAR SCALE 0' 20' 40' 6 0' SCALE: 1" = 20' "CALL BEFORE YOU DIG" 1-800-922-4455. IMPROVEMENT LOCATION SURVEY PREPARED FOR SUNMAR / RAF BUILDERS, LLC DATE: 6/30/2014 #67 FIELDING DRIVE DRAWN BY MONTVILLE, CONNECTICUT MHS SCALE: I "= 20' MARK. H. SULLIVAN, L.S., C.P.S.S. PROJECT NO. 14-120 LAND SURVEYING AND ENVIRONMENTAL CONSULTING, LLC 30 PLEASANT VIEW COVE PHONE (860) 376-8525 LISBON, CT 06351 FAX (860) 376-3855 SHEET 1 OF 1