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HomeMy WebLinkAbout2004-2-17 - 204 Newberry Road - Septic As Built Plansi f)i i i‘ 4——-; g ’1‘” ’rwm-»B .u.l1.é f k’-y/W”"” [925,.y Q!g Q t3M ”r’c *4 3%”3%g g»~ Q “q?!é!!-¢$ Fr éa'é 2 ’ 6 ~W’ }%w 95f:if;"‘3 A/&vkzxr Wf Qé 6' X}\\\a '1\V‘s s i NOTES SOUTH WINDSOR HEALTH pEPARTMENT LOCATION OWNER TYPE .1:A/zfw é‘EEr Vii Wk,OF WORK if“? DATE $wi"?mm!PERMIT PIPE ~01Es: 1.THIS MAP Is DEPENDENT ON THE MAP REFERENCE!)HEREON. 2.PARCEL is ZONED A—4o. 3.SEPnc LOCATION BASED ON INFORMATION SUPPLIED BY INSTAuER. MAP REFERENCE:'TOPocRAPHIc PLAN”PREPARED FOR RODERT F.WALDRoN sUBDIVISION ~SPECIAL EXCEPIION FOR DATE:PROPERTY AUGUST LOCATED Ia.I995,ON NEwBERRYREVISED 1—10—96.ROAD SOUTHSHEET WINDSOR:5 OF '5'cONNECTICUT BY DESIGN PROFESSIONALS,SCALE;1 INCH IN.C.4o ft.II \\ 4/65‘3 75¢ . X731 ‘‘S L ‘L07' ‘42,357"\L‘0.97 I \\\\\\\\\ \\\\\\ ,\\ R/CHARD N.d?L/NDA HOLMES \9z’5’ \4’Je’ \\GRAN/7EN0.2 MON. .3 .ft.0cT‘\~\‘\"‘“ \\\\\\\\‘\‘\ \\‘xx 3\‘0\" A»\ x593 \\ L \‘\\\//,——A g M. CONC. MON. / \l EX/577N6‘CL&P EASEMENT $55 VOL.7358 PG.703 OF THE50U777’MNDS‘OR LAND RECORDS L 0 r W STATE THISOF THESJRWY OFREGULATIWSCONDECTICUT' HAS BEE!OF PRE’ARE ASCWECHCUIADOPTE IN AOCOWANd BYSTATETRE AGENCIES CDNhEC‘nCUY WI‘IH —SECTIONS'STANDARzns mATION 0—300b—1FOROF SURVEVSLAm THROUGI WRVEYORS,AND 20—3ODb—2DMAPSINC.N THETHIS I SNET.Co, 2a EF,THIS MAP IS SUESTANTIALLY CORRECT AS NOTED HREON.WI:No.5306 yz mmy rum ,///12382 AM CT ml / UC.No.550—402—592 / Lu § N "{i Ig v) METEé xw I\SR \\\ \(255' \OF m /’I 2.1'W71 PROPANE TANK (\ x};\ \\\i :\ \‘AA \/\ \X \(Ii \R 50 FLY/r” / m3 P0/N7E0 BRomvsm/VE {D/smRBED) $0U77-ISwan/NE 7RAFHC 5/0NSLOWCH/LDREN 103.6% /// «i E ¢n EMSU/VG HOUf ‘vt f ’E TO”{‘7I.Q.3 H m'f Erm ’ ER 6 2 & Q 2 “4L”(Q k ‘ x673 it);"Ii 2 METE PIT / //’ _/// /SNET.Co. No.1524 I \ l'\Sk N/FSJOSEPHL.&MARTHA M.2‘KRA HULAOELo)l§ M N\. \.E QI\APPROX.LOCA 770N‘w OF EX/ST/NG PP/VA TE lI\WA 75R SERWCE. (Nor HELD VER/HED) N E name S/C/vBUM)DRM‘ / //SNET,Col ’e’//No.I24O RECORD As-BUILT ‘II UNLES OTHEWSE NOTED.BISTING UTIUTY LOCATIONS AS SHONN ARE BASED ON AVAILABLE INFORNATION.ALL EXISTING UTILITIES§10ULD BE FIELD VERIFIED PRIOR TO CONSTRUCTIONZALLUTIUTIESARETOBESTAKEDINTHEFIELD BY A UCENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.J.THIS PLAN IS INVALID UNLESS IT BEARS THE REVISIONS GRAPHIC SCALE E l (850)291~8755esinrofessionaIS,inc. aa civil engineers planners surveyors 165 South sotelllle road.south windsor.connecticut 06074 PREPARED FDR: COWD NURGE 204 NEWBERIRY ROAD SOUTH WINDSOR,CONNECTICUT IIMIPR©IL©GAW MAP SHEET OF ‘WAW BY:WC m N0:W2 Giéaw B)?W OA 7E;5/5/04 IMPRE§ION §AL AND ORIGINAL SIGNATURE OF THE PROFE$IMAL ENGINEER/SURVEYOR.N0.DATE DESCRIPTION 9y 1. SET POSTS AND ANGLE POSTS EXCAVATE A 6"x6" TRENCH 5- UPSLOPE POST UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF- CLEANING. T-(✓,/ r 12" MIN 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND FABRIC ITINTO THE TRENCH COMPACTED BACKFILL 2. STAPLE THE SILT Min. 6" Cover END OF THE THE Typical System Original Grade L4�.SAC-KFILL CT 4Minumum Ledgerock CONSTRUCTION OF SYNTHETIC FILTER BARRIER FILTER FABRIC 6- 6' STANDARD INFILTRATE* CHAMBERS = 6.2 &/LF INSTALL PER MANUFACTURERS INSTRUCTIONS INFILTRATOR LEACHING TRENCH SELECT FILL SIEVE PARTICLE SIZE % PASSING SIEVE #4-#10 4.75mm-2.Omm #4 - 100% #10-#40 2.Omm-0.425mm #10 - 0-100% #4-0-#100 0.425mm-0.15mm #40 - 0-50% #100-#200 0.15mm-0.075mm #100 - 0-20% #200 <0.075mm #200 - 5-5% SELECT FILL: 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE /4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATERIAL THAT PASSES THE /4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS RESTARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: SIEVE SIZE: % PASSING: /4 100 #10 70 - 100 #40 10 - 50 (SEE NOTE BELOW) #100 0 - 20 #200 0 - 5 NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75%IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. Select Fill Mat. �. -�' ., �-- 5 `� ♦1 51 Top of embankment a.• :e. Original Grade 18" Minumum Common Fill Maximum Groundwater (Shall be select Elevation material if designated as reserve area) MINIMUM SEPARATING ')ISTANCES ABOVE LEDGEROCK AND GROUNDWATER AND EXTENT OF FILL, N.T.S. i - I r7 I 3 OUTLET BOX CUT ELBOW AS REQUIRED TO N 1 s " WALLS Es. TMJSH a A" iNVM 4 NOTES: 1. HOU`:E SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON PIPE WITH APPROPRIATE JOINTS, PER HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATE?IAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. 3. SYSTEM AREA TO BE LOAMED. SEEDED, AND GRADED TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 4, NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. 5. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED BEFORE ANY SITEWORK IS PERFORMED. 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH CODE. 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM, 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER IMMEDIATELY. 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE. 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE BEEN PLACED AND COMPACTED. 14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE EXCAVATION FOR THE TRENCHES, 15. THE CONTRACTOR SHALL FURNISH AN AS -BUILT DRAWING FOR THE HEALTH DEPT. 16. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMEN'7 OF FILL. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 17. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. 18. BENCHMARK TO BE ESTABLISHED WHEN SEPTIC SYSTEM IS STAKED. 19. SITE IS ZONED A-40. N � -" i •-KV N - n SIN un TO GALLERIES HIGH LEVEL OVERFLOW DISTRIBUTION BOX NOT TO SCALE SEPTIC SYSTEM DESIGN: NO. BEDROOMS = 4 NO. LARGE CAPACITY TUB/JACUZZI = 0 100 - 200 GAL. = >200 GAL. = 0 REQUIRED TANK CAPACITY = 1,250 GAL. PERC RATE = <1 MIN./INCH REQUIRED LEACHING AREA = 660 S.F. USE SYSTEM WITH EFF. AREA = 6.2 S.F./FT. TOTAL TRENCH LENGTH REQUIRED = 106.5 L.F. PROVIDE 112.5 LF OF TRENCH TOTAL LEACHING AREA PROVIDED = 697.5 S.F. M. L. S. S. Nvl Ktl1UIKtU; NO KESTRICTIVE LAYER TEST PIT DATA; T.P. #1 T.P. #2 0" - 8" Leaf Litter and Topsoil 0" - 6" Leaf Litter and Topsoil 8" - 44" Fine Sand Some Silt 6" - 40" Fine Sandy Loam Some Silt 44" - 65" Medium Sand Some Silt 40" - 63" Medium Fine Sand 65" - 108" Course Sand 63" - 96" Medium Sand 108" - 109" Gravel 96" -- 108" Course Sond 109" - 120" Course Sand Depth to Ledge N/A Depth to Ledge N/A Depth to Water 120" Depth to Water 108" Depth to Mottling 72" Depth to Mottling 72" T.P.##3 Percolation Test1 0" - 7" Leaf Litter and Topsoil Time Readina Rate 7" - 40" Sandy Loam Some Silt 11:26 -9•5" 3.75" per min. 40" - 60" Medium Sand 11:27-13.25" 3.25" per min. 60" - 100" Course Sand 11:28 -16.5" 0.5" per min. Depth to ledge N/A +45 sec. -17" Depth to water 100" Depth to Mottling 62" DEPTH: -44.0 INCHES PRESOAK: < 5 MIN. MIN. PERC. RATE = <1 MIN./INCH F TO UYAM MMUMM EXISTING CL&P EASEMENT SEE VOL. 1358 PG. 103 OF THE SOUTH WINOSOR LAND RECORDS LOT MANHOLE EXTENDED TO GRADE (REWIRED IF FILL OVER TANK EXCEEDS 12-) MANHOLES INLET-+- zi OUTLET (WITH FILTE ) I pUtIET BAFFLE N INLET BAFFLE o CONNECTION AT MID DEPTH _p J GAS DEFLECTOR 2/3 REQUIRED CAPACITY IN 1/3 REWIRED FIRST COMPARTMENT CAPACITY IN SECOND COMPARTMENT LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH TWO COMPARTMENT SEPTIC TANK NOT TO SCALE SEPTIC SYSTEM TRENCH INFORMATION TOP BOTTOM TRENCH INVERT TRENCH TRENCHES 64.33 64.00 63.00 DISTRIBUTION BOX TABLE INVERT INVERT OUT IN TO TRENCH DB 64.17 64.00 MAP REFERENCE: $ "TOPOGRAPHIC PLAN" PREPARED FOR ROBERT F. WALDRON, ,,, SNET. Co. SUBDIVISION SPECIAL EXCEPTION FOR PROPERTY LOCATED ON NEWBERRY ROAD SOUTH WINDSOR, CONNECTICUT, SCALE: 1 INCH _ 40 ft. No. 1323 DATE: AUGUST 18, 1995, REVISED 1-10-96, SHEET 3 OF 5 BY DESIGN PROFESSIONALS, INC. o s x 1. UI4LESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 11/17/03 REVISE HOUSE BY A LICENSED LAND SURVEYOR PRIOR TO 2 5/20/03 ADD PROPERTY ADDRESS CONSTRUCTION. 1 5/16/03 TOWN COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. MHA ETO THE OIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MHA WLED ND BELIEF, TH MHA 12882 BY RICHARD P. MARTEL LIC. No. 1. P. TO\ \ BE SET NIF \ ' RI CHA RD N. & L. iNDA M. \\\ N,X77,50 \ \\ \\ HOLMES \ X79,85 GRANITE \ MON. N 17,3969.6951 _ \ E 186352.1588 1• \ _LOT NO.2\\ --_ -- 0.9 7 a C. \ coNc. N 173967.3771 X74.81 \ E 186357.3339 \ LEGEND ( �\ \ 0 PROPERTY CORNER cn0 Ey:TINr nCNITCU,P \ \ % _ - AND ELEVATION PROPOSED CONTOUR AND ELEVATION 7 8 8 9 ' \ 1 \ \ X300 PROPOSED SPOT GRADE \ e® \ %O (� '�j y \ \ \ \ TP l� TEST PIT LOCATION AND NO. PT 9e \ I Q PERCOLATION TEST LOCATION AND NO. \ \ \ / \ \ i '� •nd SILT FENCE \ I rr"YY1rw% PROPOSED TREE LINE EXISTING TREE LINE o F.D. W/ DENS REPuMP NV:67. SUMP 24.0 \ \ \ I 4 Cl \ 0 S 6' 2. 00' �POSED 4 BEDROOM HOUSE \` F- \ ` \ S- 2• ��o 4.40 TOW 71' 00 FF GAR. 00 - - 24*0'_ " \ I .250 GALLON SEPTIC TANK OP EC E'L / C PTV �,� o0 ' 0 0 l3. l7' \ \� � N , IN V. OU T. 64.50 X 6 .2 �� (9SERS TO GRA DE) 11 X 6 X68,37 70 68 TP 3 TP JOSEPH \s�,\ o\ \�o�o 17 LF 6, o o 4 " P VC � �'L\ Ii > - X6 ,78 Jl S-1.94� 6 8 \ PT 1 9�\ ` �, X66,52 �C66. 2 �� r� , A Q 10' \ �- -'TP 1 \ MI ^� Z APPR6 LOCATION OF EXIST.-` PROP. WATERX EQRVICE BY OWNER. WATER Q < { TO BE ABANDONED IN AREA ` Q) OF PROPOSED SEPTIC SYSTEM. SERVICE N CONC. MON. N 173728.011 i B. \ E 186357. ,352 i Q) I �RAf 1 SIGN 64,10 SL OW CHIkDREN / N 8 �'02 a3 E P SET - i \ o I TRAM C SIGN N/F L. & MAR THA M. KRAHULA A PPROX. L OCA TIOAI OF EXIS TING PRI VA TE WA TER SE-1? VICE: (NO T FIEL D VERIFIED) BLIND DRI VE- 46.32, c_r-T ,J-- ` X R SNET. Co. / 1. P. TO WL?ERR 65.5* 0. 7240 BE SET N- _----- SNET Co. ANTI -TRACKING \ No. 1324 APRON 001N TED BROWNS TONE APPLICANT.• I�DISTURSED) - f� - 3 CONRAD NURGE 88' SOUTH 92 CRAIGL`_ I-VORE- CIRCLE OF 5TREE TLIIVE A Z I GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. • A vON, C T 06007 860- 402- 5922 860.29' - 3 '55 DEPENDENT RESURVEY PREPARtD FOR: esi n acid LOCAL FILM` ,2N� � l l CCNRA D NUR GBS G.� rO f e s s' o a' s , inc, DESIGN.- GBS DRAWN.• MNA CHECKED: ME Civil Engineers • Planners • Surveyors • CIS JOB NO.: 808 DATE.• 5/8/03 165 south satellite read south Windsor Connecticut 06074 DRA6R C NO: 80,, �808-.-L0%Prr' �iIYG SOUTH WUNDS R, 110N \MCM(CUT C SHEET 1,