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HomeMy WebLinkAbout2000-7-12 - 1017 Ellington Road - Septic ApplicationTOWN OF SOUTH WINDSOR HEALTH DEPARTMENT Application for permit to install a new/repair subsurface sewage disposal system. To the Health Department, Town of Soup Windsor. �C Fee Paid 4Q Date Permit Number As a subsurface sewage disposal sys# m installer lic sed in the State of Connecticut, I Name, Address, Telephone Number, License Number hereby apply for a rm to construct/repair a subsurface sewage dis osal system located at [,OLD D E LASS J k l _— and owned by Street, Address, N Number Name Address Information to be sup Ms dbyApplicant: Type of dwellingIf non-residential, estimated daily flow Residential, Commercial, Etc Number of bedrooms '3' Size of lot Number of fixtures above basement Number of fixtures in basement, if any Type of water supplyC-w,'LZ' Public-Private If private, type of well Tubs, Sinks, Toilets, Etc. Pumped or gravity flow, Information to be supplied by Health Department: Soil type at vario1_4 levels Percolation rate () Square feet of effective leaching area required Size of septic tank Type of system WK�lt V� � � Trenches, Drywells, Etc. Number of dry wells, trenches, etc. Distance between individual leaching units. Distance from well on same property on adjoining property Curtain drain required Y\/jV Yes, No Height of system above ground water maximum ground water ledge impervious soil layer If automatic closing is required, description I A PLOT PLAN INDICATING LOCATION OF PROPOSED STRUCTURE, WATER SUPPLY, SEPTIC SYSTEM, EM• BANKMENTS, WATERCOURSES, PROPERTY LINES AND ALSO INDICATING EXISTING AND PROPOSED FINISHED GRADES MUST BE SUBMITTED BEFORE THIS PERMIT CAN BE ISSUED. THIS PERMIT IS NOT TRANSFERRABLE FROM PERSON TO PERSON OR FROM PLACE TO PLACE. NO PART OF THE SYSTEM SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE SANITARIAN. SPECIFICATION AND REQUIREMENTS AS STATED IN THIS PERMIT MUST BE MET AND ANY CHANGES MUST BE APPROVED BY THE TOWN SANITARIAN BEFORE FINAL APPROVAL WILL BE GIVEN. THIS PERMIT SHALL NOT BE CONSTRUED AS PERMISSION TO CREATE A NUISANCE CONDITION NOR IS THIS SYSTEM GUARANTEED BY THE HEALTH DEPARTMENT. Permit Received byhL 0 f a Date o�- Signature of Applicant & Licens umber For Office Use Only Permit issued by System installed by Final Inspection Approval Date Date AS -BUILT PLAN DATE '8-1ao 11 yawn ��SL 1 ' a,,._ MOM Nurreer and Stratz Ir"Asller's Name ke- k - ��.,1� New Septic Syatetn Ucsnae Numbw _00 -Repair of Existing System 7reft a substantially correct scale drawing with property boundaries showing separation distances of septic system installation. Include all of the bilowing information to provide an accurate record of the entire system location: at least two sides of the building nearest the system, septic'.ank, daAuticn boxes, trench ends. dry welts, galleries, potable water supply waits, and any other twuras aft efing the system and its location. Also indicate IN septic tank size and leach 11ald ccmca,tion, i.e. 4' x 1' trenches, 9' x I& dry we?la, etc. Show leaching system reserve area and c tsln drains, as needed. Show Nt1 P with arreiv a 5° 1` fabo GA 5) b (e ill Point ! 01 1 02 o v4 # E _07 _ i _08 09 AMC j t7;etance from Gamer " ! T 5r��� ' i'�5 fo' ICL7* 10 DWUnce from Comer "8' i I .�},a .� i �� 1 Lance from "C" latancs tram 13" i R"Isad M7 c:Viileslh*atthtcharts17013.wk4 South Windsor Health Department toll IMSTIGATION FORSEWAGE-D-AL Y, TEM OWNER _T LOCATION�� K s PERCOLATION TESTS: (Record all tests) SOIL MOISTURE: DATE (high, med, low, etc) TEST READINGS HOLE #1 HOLE #2 HOLE #3 HOLE #4 Time Reading Time Reading I Time Reading ITime + Reading SULATI Hole Location Depth Presoak Minimum Percolation Rate - (Hrs.) (Mins./Inch, 2. 3, 4, OBSERVATION PITS: (Record all pits) Ground Water Table: (Date) (Near Max B I M j*4 PEA �j a ow ax) SOIL DESCRIPTIONS '?f �J �-I I' Z ' It CYP L-3Y� ►�� ,may f"b fail r v,%,JfU*i -YHA%1 ) 2 PIT D ter.{cam Lf ZONING DATA BLOCK ZONE. RURAL RLSIDENTIAL / INTERIOR LOT ITEM REQUIRED/ALLOWED (CD) PROVIDED Lot Area 80,000-sq. ft. 106.286 sq. feet Lot Width 175 ft. min. 262.5 ft. Lot Depth 200 ft. min. 425 ft. I of Coverage 10% max. 2.3% Side Yard 20 ft. min. 117 ft. Near Yard 50 ft. min. 161 ft. Front Yard 50 ft. min 68 ft. IMPERVIOUS COVERAGE N.A. N. A. BUILDING HEIGHT 30 ft. max < 30 ft. NOTE: BEARINGS DEPICTED HEREON ARE BASED ON A �/ � cj6% MAGNETIC READING FROM / 195& 10''RADIYS TYP. l cl ( ) ��Q� 2 N ►r,Q BITUMINOUS CONCRETE A" 9 l01 �GO�? P� ; �O GENERAL_ NOTES: N ` �73 - REMOVE GRAVEL_ ' DRIVEWAY LOT # 1 51,984t sq. ft. 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b--1 THRU 20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. TYPE OF SURVEY: PROPERTY/TOPOGRAPHIC SURVEY. BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY. ACCURACY CLASSES: A-2 AND T--1 (T-D BELOW EL. 64). INTENDED USE: BASE SURVEY FOR PREPARATION OF SUBDIVISION MAP. 2. ELEVATIONS ARE BASED UPON THE NATIONAL GEODETIC SURVEY VERTICAL DATUM BASE (1929). ELEVATIONS 64 AND ABOVE AS WELL AS THE POND SURFACE WERE FIELD -VERIFIED. CONTOURS 52 THRU 62 ARE BASED UPON METROPOLITAN DISTRICT MAPPING. 3. THE 100 YEAR FLOOD PLAIN IS REPRESENTED HEREON BY CONTOUR 56 (REFER TO FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 090036 007B, EFF. DATE MAY 1,1980). 4. WETLANDS LIMITS AS DEPICTED HEREON WERE FLAGGED BY EDWARD M. PAWLAK, SOIL/WETLAND SCIENTIST, CONNECTICUT ECOSYSTEMS LLC, ON DEC. 23,1998. 5. UNLESS OTHERWISE INDICATED, MONUMENTS DEPICTED HEREON WERE FOUND. 6. PARCEL 2-A TO BE ACCESS FOR LOTS #2 AND #3. 7. PARCEL 2-A IS TO BE ENCUMBERED BY A TRAVEL, UTILITY, AND GAS EASEMENT IN FAVOR OF LOT #3. 8. PARCEL 2-A IS TO BE PART OF LOT ##2. 9. ALL CONSTRUCTION TO CONFORM TO TOWN OF, SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 11. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 12. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 13. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINAIING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR L►QUIDS. 14. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 15. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT CALL BEFORE YOU DIG' AT 1-800-922-4455, 16. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 17. ALL FIELD MEASUREMENTS WITH RESPECT TO BOUNDARY DETERMINATION CONFORM TO "A-2" STANDARDS OF ACCURACY. 18. TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELOPMENT WAS FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. 19. ALL MONUMENTS FOUND OR SET ARE DEPICTED HEREON. 20. THIS MAP IS NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. 21. IRON PIN TO BE SET 10' OFF WATER'S EDGE. N /F HAROLD B. & LAI TSUN MURRAY 75 + -7 6 POSED GRAVEL DRIVEWAY PORTION TO RF PAVFf1 EXISTING SEPTIC 75- SYSTEM ry �� �6)So - - - - - - N/F M ATTHEW MARSHALL LO T//# 2 93,695rt sq. ft-}-EXCLuaG PAReEL 2-A "D" BOX ELEVATIONS HIGH LEVEL OVERFLOW DIST. BOX INLET ELEV. OUTLET ELEV. 'A" 72.4 72.75 •B" 72.2 72.50 •C. 71.7 ANDOVER EQUITIES, INC. \ :50, OU E\ TOTS . - ANTI -TRACKING PAD 66, 1 \\\ F'iq�MA - EXISTING SHE 0 B REM D a ' SILT FENCE iY x73 (TYP - ) \ 1000 GA. SEPTIC TANKTP A LOT # 3 161,191 t sq. ft. #1017 GAR.F. 75.0 PROPOSED, HOUSE �► T.O. W. = 76,0 F.F. 77.0 1I_ ` PROPOSED SEPTIC !ss i ` v FOR LOT %3 P� ` I R E0Y i_INe O y �t MILL POND ` APPRO L00001+ \ * .e % PROP BtJRIED PRrWANE TANK' ?NV.- �0 00t - - _ #/IROOENT SCREEN Z \� ' , �*lb low � 400, �1 + t , \ + \ C I \ \ ` 0)� WETLANDS SETBACK IJNE t �0 ' ` ` ♦tJ \ - - - - -- REF.: `` + ► 1 + R?7 ��-. / -- - -`-Ole-';-_`-- PLAN / 20 SCALE y J------------------ /------------ y. ' SILT FENCE TYP. � c ) 30' RADIU .... r U ~ ARc)u"D EMERGENCY VE CI.E /O ° 7 3 , - TP 9 q #3D - 13 J /A/ TP #3C \ ' TP, 3 73.40 2'2S 2310 ` - - - " EXISTING SHED BE REMO D , p�Q - a 2 o° 'D LTT V INS. to 01 .0 �� 1 Q00 GAL SEPTIC TA \ \ 1 1 \ t \ TP 3A 1 0p `� 24 , � 1, -_ - .\ GAR.F. = 7 5. 0 _ PROPOSED HOUSE T. 0. W. = 76.0' \1 , F.F. = 77.0 . ----------- _ APPROX LO / -PROP. URI E S PR ANE l ` \ Pyop PT ozo ` INV = , 65.0 00� TP #1 B W/RODENT SCREEN t + + ~♦ Lr) / sow LEGEND ,8 4 "SPECIAL � � "--- "- ---- - /� 1. EXCEPTION/SITE PLAN /SUBC)IVISION" PROPERTY PLAN PREPARED ` ` ' t � I - Z` .. ,.,, - � .. - - - _ _ _ _ - _ - - ! 0 IRON PIN TO AF V' FOR LOUISE AND JIM NEARY; 1015 ELLINGTON ROAD, SOUTH WINDSOR, r ! EXISTING IRON PIN CONNECTICUT; DATE 4/19/99, REV. THROUGH 2/16/00; SCALE. 1'"=40' \ . ' ` \ - - - - - ' - - SHEETS 1-5; PREPARED BY DESIGN PROFESSIONALS, INC. r , _ _ ' ' ' - =- _ - l EXISTING MONUMENT 2. PLOT PLAN PROPERTY OF LOUISE C. NEARY ELLINGTON ROAD `��"`` _ '_" ' - j ` _ �` _ - - / o MONUMENT TO BE SIT SOUTH WINDSOR. CONNECTICUT SCALE - 1 INCH 40 FEET 1977 \ / - ` 3�fl- _ EXISTING CONTOUR JULY, REVISED 4-27-78 PETERSEN do HOFFMAN LAND SURVEYORS". 3. "PROPERTY SURVEYED FOR LOUISE C. NEARY No. 1005 ELLINGTON ROAD _� - _ - \ \ - / PROPOSED CONTOUF SOUTH WINDSOR. CONNECTICUT SCALE: 1 INCH = 20 FEET JUNE, 1977 PETERSEN & HOFFMAN SURVEYORS'. , , _ ` J ' _ . - - - - - - SILT FENCE LAND - - � _ _ _ _ _ - ' PROPOSED TREE 4. PROPERTY SURVEYED FOR DANIEL KOBYLANSKI ELLINGTON ROAD _ _ - ' - - _ PROPOSED BIT. CONC. DR . SOUTH WINDSOR, CONN. SCALE: 1 INCH = 20 FEET AUG., 1958 RE'ASEO SEPT., 1958" (ALTON E. SMITH, L.S.). - - - - -3.7 EXISTING SPOT GRADE 5. "MAP FOR J. HERBERT do SYLVIA H. HOLDEN ELLINGTON ROAD - X73.5 PROPOSED SPO' GRADE SOUTH WINDSOR SCALE 1' = 4•0' SEPTEMBER, 1979 WILLIAM J. CARR •, : `,`\rrrru'I^lnmm�ntii��y� REG L S VO �, NEC , \ 6. SURVEY MAP PROPERTIES OF S.H.HOLDEN & SAVIN BROS. INC. SOUTH WINDSOR, CONN.' (SCALE i" = 100' DATE 11-10-80 REVISED 6-21-83, 11-21-83 IGOR VECHESLOFF, PE do L.S.). 7. "PROPERTY SURVEY OF PREMISES OWNED BY LOUISE NEARY � � �� a N /F THE MILL, INC. ELLINGTON ROAD, SOUTH MANDSOR, CONN_,SCALE :1'-40', FEB.1999 No. 13644 PETERSEN & HOFFMAN LAND SURVEYORS". '%< Z/CENSER IZ) 0 li a z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL. EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIEI> PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 5/26/00 REVISE TO SHOW GRADING FOR DRIVEWAY S 1 5/24/00 REVISE PER SANITAMAN'S COMMENTS 9H 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE 1MTH SECTIONS 20-300b-I THOU 20-300b- Of THE REGULATIONS OF CONNECTeCUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND WADS N THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAID SURW=YaI"Sr W. r- SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 13644 EUGENE SMITH, L.L.S. LIC +40 GRAPHIC SCALE 40 0 20 40 00 ( IN FEET t inch = 40 ft. J10N ANK NOTE SECTION PART OF TAKEN 71HROuGH T4 THE SYSTEM MOSTWSTRICTIW- BOTTOM EXISTING OF TRENCH NOT TO GRADE. XCEED 24" INTO CV u cr_ Zac- fl ~ Z 1ST. GROU D M 11.5 10 20 SECTION OWNER f APPLICANT JAMES & LOUISE NEARY 1015 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. (860) 528-2435 NO 29' 15755 esign rof essionals Inc. I Civil Engineers • Planners • Surveyors • CIS 65 south Sate South w ^Ca5 z:onneC' _ ..' 36C'4 PLOT PLAN Rol "A'="A" THROUGH SYSTEM SCALE: HOR. t"=10' DER, , =4 RE�EI DESIGN: S/H DRA WN.- S/H I CHECKED: GBS Joe No.. 1199 7FATE: 5-19- 00 DRA N9'NG NO.: L 0 TA2. dwa 3%0 iR PROPERTY PLAN PREPARED FOR JAMES & LOUISE NEARY IlOIl7 ]EILILRH(GTf\4)VN 'ROAD SOUTH W:NDSOR CT SHEET vi z 0 z v M m [ "IIc; N0TE S: I . I1(�U' d ;if Wf R 10 Bf 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE A', I M A HH8, OR APPROVED E.QUAI, AS SPECIFIED IN ]ABLE 2 OF THE (.OPJrJI ( I I(:l ► I 1101il i(; 1­11--k TH CODE:, LAID AT A MINIMUM SLOPE OF 1 /4" PER LINEAR FOOT. I f. )l " )()11 10 lit' Oil PRIOR TO F ILL ING. FILL MATERIAL., Il ►0 (10110 1), 10 lit. Pf-RVI(_)U`a, GOOD QUALITY AND CLEAN I Iril ',AND WI Ifs WSS THAN 5% F INF.S, PLACED AND COMPACTED Ira t." Ill 1', 1cI 90% DI NE;I TY. 1111 MA'TFRIAI. TO BE. PLACED PRIOR TO I (;f rli l l I • ( AVA 11()N, NO IRAFI IC OTHL R THAN TRACK DRIVEN EQUIPMENT I' s 10 r OHMP, LJNI. ()AL) OR ()TI I[: RWISE COMPACT THE FILL, ANI A Al It k P)I Ir*1011 REMOVAL UN ill_ 12" OF FILL. MATERIAL_ ► O 111 ()1.JMI11_f) Al I HE.. F D(;[ OF THL STRIPPED AREA AND ',I'NI Al) AND COMPAl IFI) WITH TRACK DRIVEN VEHICLES. ANIA A 10 f* 1 ()AMID, S[1 DE.D, AND GRADED 10 `;I if 1) `)URI ACF RUNOF 1 AWAY FROM SYSTEM, 4, NO UNI) .PGRoUND FULL L I ANKS, BURY HOL..ES, OR OTHER SOUR(J. S OF POLA U IION TO BE WITHIN 75- OF A WELL. 5. 11 IS Rf (.'OMMFNDFD THAT THE HEALTH DEPARTMENT BE CONTACTED [3FF OR[. ANY r-SI TEWORK IS PERFORMED. 6. Solt. TESTING DONE BY DESIGN PROFESSIONALS, INC. AND/OR THE TOWN OF SOUTH WINDSOR SANITARIAN. 1. AS Rf QUIRED 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 COD[ 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. 1/2'. 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 UNTIL 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. 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 PLACEMENT OF FILL. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 16. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. 1 ? A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. �h 1. SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS EXCAVATE A 6"x6" TRENCH FENCING TO THE 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING AND SELF -- CLEANING. 95' 12" MIN. I 3. ATTACH FILTER FABRIC TO 4 BACXFILL THE THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC FILTER �\ IT INTO THE TRENCH 714E EXCAVATED SOIL. I COMPACTED BACKFILL CONSTRUCTION OF SYNTHETIC FILTER BARRIER LOT ##2 DESIGN SPECIFICATIONS SOILS TESTING 5/22/00 T.P.#3A 0 - 13" TOPSOIL 14L 13 - 32" BROWN SILTY SUBSOIL 32 - 80" GRAY -BROWN MED.SAND MOTTLING AT 59" WATER AT 69", NO LEDGE T. P. #3B 0 - 2" TOPSOIL 2 - 34" MEDIUM SANDY SUBSOIL 34 - 50" BROWN MEDIUM SAND 50 - 82" GRAY SAND MOTTLING AT 42" WATER ® 77" NO LEDGE T. P. #3C 0 — 14" TOPSOL 14 - 43" MEDIUM BROWN SAND 43 - 84" GRAY SAND MOTTLING AT 49" WATER 0 5" NO L EDCE T. P. #3D 0 16" TOPSOIL 16 - 44" MEDIUM BROWN SAND 44 - 78" GRAY SAND MOTTLING AT 49" WATER ® 78" NO LEDGE PERCOLATION TEST: MAY 5, 2000 "MF READING 0 9" 5 11" 10 13" 15 14.5" 20 16" PERCOLATION RATE ' - 10 MIN. /INCI, SEPTIC SYSTEM DESIGN 1`�0 BEDROOMS = 3 NO. LARGE CAPACITY TUB/JACU4-- 100 - 200 GAL. = 0 >200 GAL. _ - REQUIRED TANK CAPAO" = 1000 04. PERC RATE = 1 - 10 MIN/INCH REQUIRED LEACHING AREA = 495 SF USE SYSTEM MATH EFF. AREA = 3.0 SF,'-i TOTAL TRENCH LENGTH REQUIRED = 165 LF PROVIDE: 3 TRENCHES 0 55 LF/EACH TOTAL LEACHING AREA PROVIDED = 495 SF M.L.S.S. HYDRALULIC FA(T OR 36 (DEP T N = 42" SLOP = 1.7%) FLOW FACTOR (; F) = 1 5 (NO. OF BEDROOMS == 3) PERCOLATION FACTOR % ) = 1.0 (PERCOLATION RATE < 5 MIN.) M L.S.S. = HE , FF X PF = 54 is ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ 6" ✓.0. T. 2" 70INE TO BE PL A�.CL ❑ ❑ 0 ❑ ❑ ❑ ❑❑ Ova q 7-TER FABRIC MATERIAL- ' 0❑❑O ❑❑❑❑00 0❑0000 i 000000 0 0❑ 0 0 0 I ❑❑❑❑oo ❑❑❑DOD ❑❑❑❑000 rinnnnnnn EDGE OF PAVPEUEN7 'HRU S -RED " ANTI — TRACKING APRON MANHOLE EXTENDED TO GRADE (REQUIRED IF FILL OVER TANK EXCEEDS 12") MANHOLES L_.%j 1 C�If I __ �:�<, LIE F l E!�•Tr;R 2/3 REQUIRED CAPACITY IN 113 REQUIRED FIRST COMPARTMENT CAPACITY IN SECOND COMPARTMENT TWO COMPARTMENT SEPTIC TANK 4'PERFORATED P. IC. Filter Fabric 6' Min, 12' Min. 20 s n� T l' Broken Stone or Screened ` Grove( 18' rein.480 j 4 GROUND WATER T ' 4'-0' min. �- LEDGE TYPICAL LEACHING TRENCH CONSTRUCTION NOT TO SCALE 1. UNLESS OTHERWISF NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS - - - -_- - GRAPHIC APHIC SCALE a _ - IN FEET ) 1 ItiCh = 1't. : 860 291. 8755 • esign r o f essionals, ' n c � ,DESIGN.' ! Civil Engineers Planners ' Surveyors ' CIS 165 south satellite rocs south windsor connecti'cut 06C74 DEVAL SKEET L 0 UISE A _ND JA MES NEA,� y ¶ �j F r,'CONSTRUCTION. RO�.I A , a 7LRNGT0AV ROAD ����� �����®� ����������� SHEET 2 --- S#Y IDRAWN. SIH CHECKED: R✓A �B NO.: 99-1199 DA TE.- 212100 NO. DA TE DESCR►P rION BY �—! DRAWING NO.