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HomeMy WebLinkAboutSite Plans i _,,o- Al WLF S�` lt1'n r NIV ITEM HOUSE CONNE:CT104 439.00 SEPTIC TANK IN: OUT- 438:45 438.20 D-BOX1 IN: 428.-50 OUT TO GALLERY: 428.08 LEACHING SYSTEM TRENCH 1 BOTTOM: 426.50 160 FT FRONT SETBACK 45 FT 191 FT SIDE SETBACK 18.75 F T 38 FT REAR SETBACK 45 r T 160 FT M/L BUILDING HEIGHT 35 FT 24 FT M/L ; SEWAGE DISPOSAL ON SITE SEPTIC WATER SUPPLY ON SITE `NELL op, ° 00 ° ° ° T, O ° O O p Op o ° 19DA ° ©0. TRU'—VAP LEACHING CHAMBER p° O p BY JOLLEY PRECAST, INC ° o ,0 °0 OR APPROVED EQUAL o°o p.00° o 1'-6" MINIMUM a1 TO MOTTLING / ..-' � / � / / •.-�� CJs/ / % / / / / ✓ / r NEW 43 LF 4"/ PVC FOOTING DRklN / CONC CONCRETE ✓ / ELEV ELEVATION FF FINISH FLOOR / / NF. / 4 M/L MORE OR LESS / A OF PVC POLY VINYL CHLORIDE o S= SF SQUARE FEET I TYP TYPICAL EXISTING STONEWALL -----— BUILDING SETBACK LINE SEDIMENT FENCE DBOX DISTRIBUTION BOX TH SOIL TEST LOCATION ?�O NEW iCLEARING LIMIT LINE O -o � 1_� WETLAND FLAG 17 -yam - - -123- - - EXISTING CONTOUR NEW CONTOUR +3 Q NEW SPOT ELEV'ATI'ON \ \ Z / / _ f10*54 % DBOX1 / �j2 / \ <�If --- NEW TEMPORARY J SEDIMENT FENCE 2x2x48" WOOD POLE_ I � INDUSTRIAL NETTING, SNOW FENCE OR WOVEN WIRE FENCE � f / FOR SUPPORT { --426- FILTER 426--FILTER FABRIC / ,/ `' _424- BACKFILL 424—BACKFILL GRADE �-•----�—FLOW NOTE: PR£MANUFACTURED FENCE MAY BE USED. / TOTHE BEST OF MY ,KNOWLEDGE AND, BELIEF THIS MAP IS / SCJ' STANTIALLY CORRECT AS NOTED HEREON. SEDIMENT EEha NOT TO SCALE,. ` AMES BERN, RD LICENSE # 70921 DA TE INVERT SCHEDULE. ITEM HOUSE CONNE:CT104 439.00 SEPTIC TANK IN: OUT- 438:45 438.20 D-BOX1 IN: 428.-50 OUT TO GALLERY: 428.08 LEACHING SYSTEM TRENCH 1 BOTTOM: 426.50 27" 4"-0" MINIMUM TO LEDGE NEW TEMPORARY CONSTRUCTION ENTRANCE BULK TABLE (R-120 CLUSTER DEVELOPMENT) ITEM REQUIRED PROVIDED LOT AREA 80,000 SF 80,897 SF LOT WIDTH 150 FT 160 FT FRONT SETBACK 45 FT 191 FT SIDE SETBACK 18.75 F T 38 FT REAR SETBACK 45 r T 160 FT M/L BUILDING HEIGHT 35 FT 24 FT M/L ; SEWAGE DISPOSAL ON SITE SEPTIC WATER SUPPLY ON SITE `NELL !1 � NOT TO SCALE O g0� O TO TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 6" MINIMUM GEOTEXTILE APPROVED BACKFILL p° po°O O p p po ° 0° o p O ° p° p� p ° ° o° ° DESCRIPTION I�REVISIONS 00 O o0 p p 0 0 ,Oo O° 0, O O o ° ° ° 1" BROKEN STONE O p o O p o ^ o O o O - cp o p O p ° O O; ° o. O op, ° 00 ° ° ° T, O ° O O p Op o ° 19DA ° ©0. TRU'—VAP LEACHING CHAMBER p° O p BY JOLLEY PRECAST, INC ° o ,0 °0 OR APPROVED EQUAL o°o p.00° o 1'-6" MINIMUM a1 TO MOTTLING !1 � NOT TO SCALE O g0� O TO TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTES: 1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE. AGENCIES,, SECTIONS 20-30OB-1 THROUGH 20-30013-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS A DATA ACCUMULATION PLAN, BOUNDARY & TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T—D AND IS TAKEN FROM THE RECORD SUBDIVISION MAP. SEE MAP REFERENCE BELOW. THIS IS NOT A PROPERTY OR BOUNDARY SURVEY AND ANY PROPERTY LINES DEPICTED DO NOT REPRESENT THIS SURVEYOR'S PROPERTY/BOUNDARY OPINION. CERTIFYING SURVEYOR: STATES NO .REPRESENTATION AS TO THE GRADING AND ISDS DESIGN SHOWN ON THIS SURVEY (SEE NOTE 10). NO DECLARATION IS :EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE ':SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW OR THEREON. 2. "NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP TOWN :OF MONTVILLE CONNECTICUT, NEW LONDON! COUNTY PANEL 1 OF 16, COMMUNITY PANEL NUMBER 0.90099 0001 B DATED JULY 2, 1980, FEDERAL !EMERGENCY MANAGEMENT AGENCY" INDICATES THE THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD HAZARD ZONES B & C. 3. THIS PLAN IS FOR A PERMIT PURPOSES ONLY. IT IS NOT A CONTRACT DOCUMENT OR CONSTRUCTION DRAWING. 4. NO EXCAVATION' SHALL TAKE PLACE WITHOUT NOTIFYING "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455. 5. WATER SUPPLY WILL BE FROM ON SITE WELL. 6. NO UTILITIES SHALL RUN THROUGH ANY PORTION OF THE PRIMARY OR RESERVE LEACHING AREAS OF THE SSDS. 7, THE PLACEMENT OF FILL, PIPES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE TOWN SANITARIAN OR AUTHORIZED: REPRESENTATIVE. THE TOWN SANITARIAN SHALL BE NOTIFIED 24 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. 8. SITE PREPARATION PROCEDURES. FOR THE INSTALLATION OF THE NEW SSDS: A. INSTALL AND MAINTAIN: EROSION AND SEDIMENTATION CONTROLS AS SHOWN ON THE PLAN. B. STRIP ALL VEGETATION, ORGANIC MATTER AND TOPSOIL IN THE AREA OF AND TEN FEET SURROUNDING THE NEW LEACHING SYSTEM, REMOVE ANY UNSUITABLE MATERIAL WHICH MAY INTERFERE WITH THE PROPER FUNCTION OF THE SSDS. C. INSTALL SYSTEM PER PLAN. D. NATIVE SOIL SHALL BE: USED AS BACKFILL, PLACED AND COMPACTED IN 12 INCH LIFTS. THIS FILL MUST HAVE A MINIMUM PERCOLATION RATE OF 10 MINUTES/INCH AFTER PLACEMENT AND COMPACTION. E. SEPTIC: TANK SHALL BE SET LEVEL ON A MINIMUM OF :SIX INCHES OF PROCESSED AGGREGATE OR BROKEN STONE BASE ON COMPACTED SUBGRADE. ALL COMPACTION SHALL BE TO 95% MODIFIED PROCTER DENSITY. BACKFILL AROUND TANK SHALL BE :PLACED AND COMPACTED IN SIX INCH LIFTS TO 95% MODIFIED PROCTOR DENSITY. FILL TANK WITH WATER TO DISCHARGE LEVEL AFTER ACCEPTANCE. 9. SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN CRITERIA: A. EFFECTIVE LEACHING AREA REQUIRED: NEW THREE BEDROOM RESIDENCE WITH ONE (1) LARGE TUB AND NO GARBAGE GRINDERS DESIGN PERCOLATION RATE = LESS THAN 10.1 MIN / 1" DROP 660 SF EFFECTIVE LEACHING AREA REQUIRED B. DESIGN: NEW 1,250 GALLON SEPTIC TANK AND I ROW OF 96 LF OF 27" LEACHING GALLERIES C. EFFECTIVE LEACHING AREA PROVIDED 3 X 75 LF NEW LEACHING TRENCH = 225 LF LEACHING AREA PER LINEAL FOOT 7.1 SF/FT TOTAL EFFECTIVE LEACHING AREA = 681 SF 10. MLSS CALCULATION NEED NOT BE CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN: 60 INCHES. AN ENGINEER DESIGNED SEPTIC SYSTEM ;jia_NQI REQUIRED ON THIS LOT. IF ADDITIONAL TEST HOLES ARE DUG TO A DEPTH GREATER THAN 89", THE PRIMARY LEACHING FIELD MAY HAVE THE POTENTIAL TO BE LOWERED AND THE GRADING ADJUSTED ACCORDINGLY, 11. THE 'WELL LOCATION SHALL BE GREATER THAN 75 FEET FROM NEW AND EXISTING SEPTIC SYSTEMS. 12. NO FOUNDATRON DRAINS OR DRY WELLS SHALL BE INSTALLED WITHIN 25 FEET UP GRADIENT OF THE SEPTIC FIELD OR WITHIN 50 FEET DOWN GRADIENT OF THE SYSTEM, 13. FOUNDATION DRAIN DISCHARGE WITHIN 25 FEET OF A SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) SHALL BE CONSTRUCTED WITH TWO STEP SOLVENT WELD PIPE AS NOTED IN THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND TECHNICAL 'STANDARDS FOR SSDS (PAGE 22, TABLE 2C) PURSUANT TO SECTION 19-13-13 103. STORM WATER DRAIN PIPE WITHIN 50 FEET, BUT NOT WITHIN 25 FEET, OF THE SSDS SHALL BE CONSTRUCTED OF TIGHT PIPE AS DEMOTED IN THE ABOVE REFERENCED CONNECTICUT PUBLIC (HEALTH CODE. ALL BACKFILL AROUND PIPE SHALL BE ,C)APcc S`AND< 14. THE HOUSE AND SEPTIC SYSTEM ARE TO BE STAKED AND GRADED BY A LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO. CONSTRUCTION. MAP REFERENCE: SUBDIVISION PLAN PREPARED FOR BRIAN P. & BRENDA LEE McNAMARA 191 DOYLE ROAD MONTVILLE CONNECTICUT DATE 04/30/2003 SCALE 1"'=40' BY CME/CPK DESIGN GROUP REVISED, 11 /04/2003 PERCOLATION TEST HOLE RESULTS TEST HOLE #2 PER CME/CPK DESIGN GROUP 04/16/20:03 0-6" ORGANIC MIN INCHES 6--21" BROWN SANDY LOAM 21-91" SAND AND GRAVEL 0 7;; NO WATER, NO LEDGE, NO MOTTLING 10 15 8— /4"' TEST HOLE #213 20 8-3/4" 0-7 ORGANIC 25 9-1/2'" 7-37 BROWN SANDY LOAM 30 1'0" 37-89" SAND AND GRAVEL 35 11 ' NiO WATER, NO LEDGE, NO MOTTLING 40 11-5/baa 50 1.2-5/8" TEST HOLE .#2C 55 1.3" 0-5" ORGANIC 60 13-1/4" 5-84" SAND AND GRAVEL PERCOLATION RATE: 10 MINUTES/INCHi, DROP N;0 WATER, NO LEDGE, NO MOTTLING TEST HOLE #2D '0-6" ORGANIC 6-37" BROWN SANDY LOAM 37-8:9" SAND AND GRAVEL NO WATER, NO LEDGE, NO MOTTLING TEST HOLE DATA PER RECORD SUBDIVISION MAP SITE PLAN PROPERTY OF tAT"I LLI Ate R. ALLEN PREPARED FOR, ROBERT & SHEILA GIFFEN 205 DOYLE ROAD JAMES BERNARCO LAND '5URVFYING, LLC MONTVILLE, OON N EOTI CU T JAIL E5 5E NARDO, PLS I k.ACKENZIE ROAD SCALE: 1 t1=20.' DESIGN; JB WATERFORD), CONNECTICUT 063355 DRAWN: JB PROJECT: 04--007 (5-00) 447-023 CHECKED: DAK DATE: AUGUST 12, 2004 SHEET: 1 OF 1 HOUSE & DRIVEWAY REVISED DESCRIPTION I�REVISIONS NOTES: 1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE. AGENCIES,, SECTIONS 20-30OB-1 THROUGH 20-30013-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS A DATA ACCUMULATION PLAN, BOUNDARY & TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T—D AND IS TAKEN FROM THE RECORD SUBDIVISION MAP. SEE MAP REFERENCE BELOW. THIS IS NOT A PROPERTY OR BOUNDARY SURVEY AND ANY PROPERTY LINES DEPICTED DO NOT REPRESENT THIS SURVEYOR'S PROPERTY/BOUNDARY OPINION. CERTIFYING SURVEYOR: STATES NO .REPRESENTATION AS TO THE GRADING AND ISDS DESIGN SHOWN ON THIS SURVEY (SEE NOTE 10). NO DECLARATION IS :EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE ':SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW OR THEREON. 2. "NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP TOWN :OF MONTVILLE CONNECTICUT, NEW LONDON! COUNTY PANEL 1 OF 16, COMMUNITY PANEL NUMBER 0.90099 0001 B DATED JULY 2, 1980, FEDERAL !EMERGENCY MANAGEMENT AGENCY" INDICATES THE THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD HAZARD ZONES B & C. 3. THIS PLAN IS FOR A PERMIT PURPOSES ONLY. IT IS NOT A CONTRACT DOCUMENT OR CONSTRUCTION DRAWING. 4. NO EXCAVATION' SHALL TAKE PLACE WITHOUT NOTIFYING "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455. 5. WATER SUPPLY WILL BE FROM ON SITE WELL. 6. NO UTILITIES SHALL RUN THROUGH ANY PORTION OF THE PRIMARY OR RESERVE LEACHING AREAS OF THE SSDS. 7, THE PLACEMENT OF FILL, PIPES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE TOWN SANITARIAN OR AUTHORIZED: REPRESENTATIVE. THE TOWN SANITARIAN SHALL BE NOTIFIED 24 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. 8. SITE PREPARATION PROCEDURES. FOR THE INSTALLATION OF THE NEW SSDS: A. INSTALL AND MAINTAIN: EROSION AND SEDIMENTATION CONTROLS AS SHOWN ON THE PLAN. B. STRIP ALL VEGETATION, ORGANIC MATTER AND TOPSOIL IN THE AREA OF AND TEN FEET SURROUNDING THE NEW LEACHING SYSTEM, REMOVE ANY UNSUITABLE MATERIAL WHICH MAY INTERFERE WITH THE PROPER FUNCTION OF THE SSDS. C. INSTALL SYSTEM PER PLAN. D. NATIVE SOIL SHALL BE: USED AS BACKFILL, PLACED AND COMPACTED IN 12 INCH LIFTS. THIS FILL MUST HAVE A MINIMUM PERCOLATION RATE OF 10 MINUTES/INCH AFTER PLACEMENT AND COMPACTION. E. SEPTIC: TANK SHALL BE SET LEVEL ON A MINIMUM OF :SIX INCHES OF PROCESSED AGGREGATE OR BROKEN STONE BASE ON COMPACTED SUBGRADE. ALL COMPACTION SHALL BE TO 95% MODIFIED PROCTER DENSITY. BACKFILL AROUND TANK SHALL BE :PLACED AND COMPACTED IN SIX INCH LIFTS TO 95% MODIFIED PROCTOR DENSITY. FILL TANK WITH WATER TO DISCHARGE LEVEL AFTER ACCEPTANCE. 9. SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN CRITERIA: A. EFFECTIVE LEACHING AREA REQUIRED: NEW THREE BEDROOM RESIDENCE WITH ONE (1) LARGE TUB AND NO GARBAGE GRINDERS DESIGN PERCOLATION RATE = LESS THAN 10.1 MIN / 1" DROP 660 SF EFFECTIVE LEACHING AREA REQUIRED B. DESIGN: NEW 1,250 GALLON SEPTIC TANK AND I ROW OF 96 LF OF 27" LEACHING GALLERIES C. EFFECTIVE LEACHING AREA PROVIDED 3 X 75 LF NEW LEACHING TRENCH = 225 LF LEACHING AREA PER LINEAL FOOT 7.1 SF/FT TOTAL EFFECTIVE LEACHING AREA = 681 SF 10. MLSS CALCULATION NEED NOT BE CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN: 60 INCHES. AN ENGINEER DESIGNED SEPTIC SYSTEM ;jia_NQI REQUIRED ON THIS LOT. IF ADDITIONAL TEST HOLES ARE DUG TO A DEPTH GREATER THAN 89", THE PRIMARY LEACHING FIELD MAY HAVE THE POTENTIAL TO BE LOWERED AND THE GRADING ADJUSTED ACCORDINGLY, 11. THE 'WELL LOCATION SHALL BE GREATER THAN 75 FEET FROM NEW AND EXISTING SEPTIC SYSTEMS. 12. NO FOUNDATRON DRAINS OR DRY WELLS SHALL BE INSTALLED WITHIN 25 FEET UP GRADIENT OF THE SEPTIC FIELD OR WITHIN 50 FEET DOWN GRADIENT OF THE SYSTEM, 13. FOUNDATION DRAIN DISCHARGE WITHIN 25 FEET OF A SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) SHALL BE CONSTRUCTED WITH TWO STEP SOLVENT WELD PIPE AS NOTED IN THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND TECHNICAL 'STANDARDS FOR SSDS (PAGE 22, TABLE 2C) PURSUANT TO SECTION 19-13-13 103. STORM WATER DRAIN PIPE WITHIN 50 FEET, BUT NOT WITHIN 25 FEET, OF THE SSDS SHALL BE CONSTRUCTED OF TIGHT PIPE AS DEMOTED IN THE ABOVE REFERENCED CONNECTICUT PUBLIC (HEALTH CODE. ALL BACKFILL AROUND PIPE SHALL BE ,C)APcc S`AND< 14. THE HOUSE AND SEPTIC SYSTEM ARE TO BE STAKED AND GRADED BY A LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO. CONSTRUCTION. MAP REFERENCE: SUBDIVISION PLAN PREPARED FOR BRIAN P. & BRENDA LEE McNAMARA 191 DOYLE ROAD MONTVILLE CONNECTICUT DATE 04/30/2003 SCALE 1"'=40' BY CME/CPK DESIGN GROUP REVISED, 11 /04/2003 PERCOLATION TEST HOLE RESULTS TEST HOLE #2 PER CME/CPK DESIGN GROUP 04/16/20:03 0-6" ORGANIC MIN INCHES 6--21" BROWN SANDY LOAM 21-91" SAND AND GRAVEL 0 7;; NO WATER, NO LEDGE, NO MOTTLING 10 15 8— /4"' TEST HOLE #213 20 8-3/4" 0-7 ORGANIC 25 9-1/2'" 7-37 BROWN SANDY LOAM 30 1'0" 37-89" SAND AND GRAVEL 35 11 ' NiO WATER, NO LEDGE, NO MOTTLING 40 11-5/baa 50 1.2-5/8" TEST HOLE .#2C 55 1.3" 0-5" ORGANIC 60 13-1/4" 5-84" SAND AND GRAVEL PERCOLATION RATE: 10 MINUTES/INCHi, DROP N;0 WATER, NO LEDGE, NO MOTTLING TEST HOLE #2D '0-6" ORGANIC 6-37" BROWN SANDY LOAM 37-8:9" SAND AND GRAVEL NO WATER, NO LEDGE, NO MOTTLING TEST HOLE DATA PER RECORD SUBDIVISION MAP SITE PLAN PROPERTY OF tAT"I LLI Ate R. ALLEN PREPARED FOR, ROBERT & SHEILA GIFFEN 205 DOYLE ROAD JAMES BERNARCO LAND '5URVFYING, LLC MONTVILLE, OON N EOTI CU T JAIL E5 5E NARDO, PLS I k.ACKENZIE ROAD SCALE: 1 t1=20.' DESIGN; JB WATERFORD), CONNECTICUT 063355 DRAWN: JB PROJECT: 04--007 (5-00) 447-023 CHECKED: DAK DATE: AUGUST 12, 2004 SHEET: 1 OF 1