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HomeMy WebLinkAbout2002-6-25 - 17 Green Lane - Plot PlanNOTES: 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE FOR ALL STABILIZATION REQUIREMENTS. 2. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE WITH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 5. PARCEL ZONED RESIDENTIAL RR. /6. HOUSE SEWER TO BE 4" PVC PIPE AS SPECIFIED IN TABLE 2 OF THE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1,'4" PER LINEAR FOOT. %SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED BEFORE ANY SITEWORK IS PERFORMED. 9. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE 1'0 THE PLAN AND ALL REQUIREMENTS OF _IHE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH CODE. 12: NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS / ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 13. 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. 14. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE. 15. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE ✓f RUNOFF AWAY FROM THE SEPTIC SYSTEM. 16,,44E CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO THE ENGINEER FOR THE PURPOSE OF CREATING AN AS -BUILT DRAWING FOR THE HEALTH DEPARTMENT. 17, THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. 18. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 19. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL BE PROVIDED ON THE FOUNDATION DRAIN. utwc 0 Cgi E3 o OM0 C91 ® E3 ®O 00®Io®®910 0®® ® rj ® 00® ® ®C91 9I❑ 9®®®® ogsaa®®®®®❑ B'-O' DIA, DRYWELL INSTALLATION DETAIL "or TO wu NOTE: DRYWELL TO BE ARROW 8 f00T DIAMETER PRECAST - HEAVY DUTY OR APPROVED EQUAL - 7' CRO I STOW MAP REFERENCE: BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM t l_ANS ENTITLED "EVERGREEN ESTATES", SOUTH WINDSOR, CONNECTICU PREPARED FOR HORSESHOE LANE ASSOCIATES, LLC, BY DESIGN PROFESSIONALS, INC. DATED JULY 14, 2000 REV. TO OCT, 18, 2000 , SHEETS t- 12. INLET-« TS 1. SET POSTS AND 5' GLE O EXCAVATE A 6"X6" fOYARE R STA81lITY POST UPSLOPE FROM POSTS. FENCING ANGlE POS AND SELF- CLEAMNC. )y 12" MIN. 2. STAPLE THE WIRE MESH FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WIRE FENCING AND EXTEND TRENCH AND COMPACT FABRIC IT TO THE TRENCH THE EXCAVATED SOIL. 1 COMPACTED BACKFILL -�- CONSTRUCTION OF SYNTHETIC FILTER BARRIER THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTI.-' SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STAN`: ',RDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASS, '.NATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSI .'i rIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL u ii 1. UNLESS OTHERWiS£ NOTED, EXISTING UTILITY o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE r INFORMATION. ALL EXISTING UTILIf1ES S1�OUf.D "' BE FIELD VERIFIED PRIOR TO C. NSTR';C110N. 2. ALL UTILITIES ARE TO BE `' AKiD IN THE FIELD BY A LICENSED LAND SURVEYOR PR -OR 'O CONSTRUCTION. 3. THIS PLAN IS INVALID uNL, t - %PS THE IMPRESSION SEAL AND OiZI1wl+1rtL SIw ,RE OF THE PROFESSIONAL EN SF!�R/SUP FOR. <EVISIONS ---MANHOLE EXTENDED TO GRADE ----- (REQUIRED IF FILL OVER TANK EXCEEDS 12-) MANHOLES ^� M LET BAFFLE CONNECTION AT ► ID DEPTH 2/3 REWIRED CAPACITY M CAP1/3 RECM RED FIRST COMPARTMENTArwoAoNCr t ENGTH NOT GREATER THAN 4 TIMES MADTH OR DEPTH TWO COMPARTMENT SEPTIC TANK NOT TO SCALE INSTALL (2) TRENCHES OF 18" CONC. GALLERIES © 56' PER TRENCH INVERT=135.00' OUTLET (PATH FILTER) BAFFLE GAS DEFLECTOR LOT #2 SOILS TESTING 6-14-00 BY S.HOPKINS & TOWN SANITARIAN T.P.#17 0 - 9" SUBSOIL 9 - 33" MEDIUM FINE SAND 133 '- 77" i�i i_DiiI I �/y iV LL/ NO LEDGE, NO WATER, NO MOTTLING ROOTS TO 18" T.P. #18 0 - 3" LI TTER 3 - 15" SILTY SUBSOIL 15 - 30" BROWN MEDIUM SAND 3D - 48" FINE SILTY SAND 48 - 76" MEDIUM FINE SAND NO LEDGE, NO WATER, NO MOTTLING ROOTS TO 44" T.P. #19 12882 0 - 6 " FINE SANDY SUBSOIL LTC. No. 6- 48" FINE SAND 48 - 75" COARSE SAND NO LEDGE, NO WATER, NO MOTTLING ROOTS TO 16" J6/24, 3 2 VISE PER CLIENT REQUEST GBS 2 y�/S/ i SEPTIC NOTES Gas 9/Ut tADD fir "' }'':rOR NOTE AT TOWN REQUEST GBS _ Nc,, I {t, aEscR,•P rIoN BY N/F �\ J.E. SH EPARD CO. 13� \ s �2 °4 1,44 / fq SEM Q 92 , t 136 1 � 1 R. I >r1 0Q) / Ott CONNECT ENDS/ �0) �O� 4" PVC S=0.0% r ♦ t ' r ♦ ,r I L' / / ♦ ♦ / , / , 6S 1� 4u'I53 i LEGEND 0 IRON PIN TO BE SET 0 MONUMENT TO BE SET _ _ 300_ _ _ EXISTING CONTOUR 30o PROPOSED CONTOUR X 287.3 PROPOSED SPOT GRADE III... SILT FENCE sq.t ' U1 PROPOSED DRYWELL (FOR ROOF DRAINAGE ONLY) ko 1S,33" DE - TOP 9 3 TOP 140.10 r / / ,' Q BOTTOM 136.10 ' INV 139.60 ,M , w w PROP S� p, , M S x 11 0 W ~ -J-I J %O t y°vs // # 10 �' l � � Q , FF. 4 E L.F / t 1� Sg S, ' 43 a s, 49 6 pL ' 1 / .1/ J / z 1250 GALL N 1�6Na 1� 1��J /' ^ �, ° V to U SEPTIC ,TAN T P 17 r �� ti Gq R: , j d n/ \ X X ` JNVf138 ti PO - -�`�. 00 00 ' �� �4,g3, / Di�� O PROPOSED DRYWELL (FOR ROOF LEADER DRAINAGE ONLY) TOP 140 00 \ 4 `RVC \ S=0.0�- r. PERCOLATION TEST #2P: TIME READING 4:16 17.5" 4:18 23.25 4: 20 26" 4:22 28" (DRY) PERCOLATION RATE = 1-10 MIN./lINCH SEPTIC SYSTEM DESIGN NO. BEDROOMS = 4 NO. LARGE CAPACITY TUB/JACUZZI = 0 100 - 200 GAL. = 0 >200 GAL. = 0 REQUIRED TANK CAPACITY = 1250 GAL PERC RA-f E = 1-10 MIN/INCH 111' REQUIRED LEACHING AREA = 660 SF 1 USE SYSTEM WITH EFF. AREA = 6.2 SF/LF TOTAL TRENCH LENGTH REQUIRED = 106.5/LF PROVIDE: 2 TRENCHES ® 56 LF/EACH / TOTAL LEACHING AREA PROVIDED = 694.4 SF J M.L.S.S, N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60". THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIO"dS 20-300b-1 THE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SUi2VEYS AND M STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYC SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNO DGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTE RICHARD P. MARTEL \INV.=13 .75 33' ;/4" f UC BOTTOM 136.00 �,- SEE NOTE INV 139.50 INV.=135.5� @ D80X �I F i�135.0 OUT 11 V l� S�1 •F 6° pV 4111�* �� 4" PVC C �\ S=3% \ ` \ \ o` o \` 40* oS �8 4 )v CB 5 \ \ \ CB 6 TF=134.96 INV=130.76-15" INV=131.5+--6"' /CONSTRUCTION ENTRANCE PAD 611N2" STONE ON FILTER FABRIC "D" BOX ELEVATIONS DIST. BOX INVERT IN INVERT f OUT 1 135.17 135.00 1B'1 '• ` 4'-0' 6' MI 4'-0' min, ��� GROUND WATER LEDGE TYPICAL LEACHING GALLERY CONSTRUCTION NOT TO SCALE r V Mln. ILTER FABRIC {� Broken Stone r Screened urpvel 20 sTRE�r r�TOw N Fq Ro �s EAs N OF SOR OF EMEN 1 Ty ltiiND SOR APPLICANT: DAN ROULIER ASSOCIATES, INC. PO BOX 823 SOMERS, CT 06071 TELE: 860-763-3538 4 tr aze u 2o-3oob-2G 860. 291 • 8755 DEPENDENT RESURVE PREPARED FOR: SHEET RSS INCTMTNIS 20 rRAPHIC� scams 20 440 ® sip �� EVERGEEEV EFTA TES LOT Z D HEREON. &rof�'S�1��'1a1� ���■ }� }E ( IN FEET ?inch = 20 ft. DES/GN.' GBS DRAWN SGB CHECKED: GBS `� 27 "LANE 12882 Civil Eng eer! Planners Surveyors CIS JG9 ND.: 1273 DATE 11/12/01 LIC. No. ' 55 south satellite road - south windsor - connecticut 06074 SOUTH WUN'ID OR C0NT\\7e.,C RC UT DP.AN/JNG NO.: 1273 1273LOT2PPA.DWG