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HomeMy WebLinkAbout83-1173 - Site PlanFIRST FLOOR ELEVATION FIN. GRADE FIN. GRADE OVER TOP of AT HOUSE SEPTIC TANK FOUNDATION I li.o ELEVATIONIW INVERT at FOUNDATION.. - ELEVATION ` ^i' L O Y i J !b. 00` . - EX.iST VcctFY fa PRECAST, C.I. OR P.V.C. TEES 1500 GALLON SEPTIC TANK b o: BASEMENT FLOOR ELEVATION e 1. H-10 LOADING I)ALL Cor,ASTi2uc-TiO3 -ro P -E So Mtn. FOONI ELSE e>r- V/ETL—&J0, 2) HWBAL>✓ 0114— . To ac L1'zAT€:CD 4c: ` FP.aM of WCTL-tjp. 'DtiLE To coif-6T17v'I E LfM trar vaozw S) k eab. uJoel- P2vP. 0.ce e-&-lE.. to SEPTIC SYSTEM PROFILE FIN. GRADE OVER DIST. BOX IS.o / \ \\ L 12., 12, 4°FVC (TYp FIN. GRADE OVER FLOWDIFFUSOR 3" of I/a" TO 1/2" �� WASHED PEASTONE SOILS LOG & PERCOLATION TEST TEST HOLE I TEST HOLE 2 o� ELEV. = Id,o o.' I',J.Z r7 '�.� 1 17.OQ 'o'^ooQ � I� ® © ® PAsn PPP �• DIST. BOX �- 2' I SQ 8'-0..=,4 to�— � ' A4'-Oli T&T-. I..Gn.GTi{ T- �-I I1•�o Mtnt���[ H-20 LOADING To WASHED -- -- ---------- TO BE SET ON A—�__� o CRUSHED -� � _ —_ i I � 5dc.�� . LEVEL & STABLE STONE I I I I I BASE',. II I 'iso" ADJuS;2.D ACME DB -3 OR APPROVED ,EQUAL)1 —=_— = _ __= �t o sGCVE;� Profile not to scale i --J II?ri" d,o -TOV N OF y RRnouT+j r �° PERCOLATION RATE: 2 MINJINCH TESTS BY NORMAN GROSSMAN P.L. TO BE SET ON A LEVEL AND STABLE BASE. WITNESSED BY MdE17"=�4 ( ACME FD 4 X 8 OR APP'D EQUAL) AI?MOVT- DITGi (e)BOARD OF HEALTH. FLOW -DIFFUSOR DATE 12- lb - , ` + - DESIGN_ DATA WATER ENCOUNTERED AT � h STAk { EX15 j' 15ov x* G It 3 a So S -AT:c� S {Sxm +^ s. i k LEACts. FO-�Ln E.. ' ttz pt ¢z,". 3m.t0 41 APPROVED POP DATE GR'aE 5-1 'fop SITE PLAN ---SCALE : I" = 2p 6 HA'j'...aAL e t71K� _ WoFZK 0\ MARt) HN'O a) ;. ' S s SM -5T, c e --� Lit To �E RE'A'P, s NUMBER OF BEDROOMS G.P.D./ BEDROOM 110 G.P.D. TOTAL DAILY FLOW -4�? G.P.D. GENERAL NOTES GARBAGE DISPOSAL No LEACHING REQUIRED 44r71 G.P.D. 1. ELEVATIONS BASED UPON DATUM. LEACHING PROVIDED Zai G.P.D. 2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN ARE NOT TO CHANGE WITHOUT WRITTEN APPROVAL EICISj ' t5 sr.. GIG OF THE ENGINEER AND THE TOWN HEALTH AGENT. SIDEWALL AREA = S.F.,x 2.5 = �G.P.D. 3. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED IN BOTTOM AREA _ S,20 S.F.. x 1.0 = 552.ooG.P.D. ACCORDANCE WITH S.E.C. TITLE V AND LOCAL HEALTH TOTAL PROVIDED=4yi,6C,S.F, &0 - 15 G.P.D. RULES AND REGULATIONS. x. 0 ALL PIPES ARE TO BE CAST IRON OR PfV.C. SCH. 40. %t1�4-t tF �c THE BOARD OF HEALTH AND/OR ENGINEER TO BE NOTE: EXCAVATE TO EL. t0.5:' OR LOWER AS SOIL NOTIFIED WHEN SYSTEM IS COMPLETELY INSTALLED CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL, G� No : X087 AND READY FOR INSPECTION. PR01 72 NORTH ARROW IS NOT TO BE USED FOR SOLAR INLET INVERT OF THE LEACHING PIT FOR A DISTANCE ORIENTATION. OF S' AROUND THE PIT AND BACKFILL WITH CLEAN7. SEPTIC SYSTEM PROFILE FIN. GRADE OVER DIST. BOX IS.o / \ \\ L 12., 12, 4°FVC (TYp FIN. GRADE OVER FLOWDIFFUSOR 3" of I/a" TO 1/2" �� WASHED PEASTONE SOILS LOG & PERCOLATION TEST TEST HOLE I TEST HOLE 2 o� ELEV. = Id,o o.' I',J.Z r7 '�.� 1 17.OQ 'o'^ooQ � I� ® © ® PAsn PPP �• DIST. BOX �- 2' I SQ 8'-0..=,4 to�— � ' A4'-Oli T&T-. I..Gn.GTi{ T- �-I I1•�o Mtnt���[ H-20 LOADING To WASHED -- -- ---------- TO BE SET ON A—�__� o CRUSHED -� � _ —_ i I � 5dc.�� . LEVEL & STABLE STONE I I I I I BASE',. II I 'iso" ADJuS;2.D ACME DB -3 OR APPROVED ,EQUAL)1 —=_— = _ __= �t o sGCVE;� Profile not to scale i --J II?ri" d,o -TOV N OF y RRnouT+j r �° PERCOLATION RATE: 2 MINJINCH TESTS BY NORMAN GROSSMAN P.L. TO BE SET ON A LEVEL AND STABLE BASE. WITNESSED BY MdE17"=�4 ( ACME FD 4 X 8 OR APP'D EQUAL) AI?MOVT- DITGi (e)BOARD OF HEALTH. FLOW -DIFFUSOR DATE 12- lb - , ` + - DESIGN_ DATA WATER ENCOUNTERED AT � h STAk { EX15 j' 15ov x* G It 3 a So S -AT:c� S {Sxm +^ s. i k LEACts. FO-�Ln E.. ' ttz pt ¢z,". 3m.t0 41 APPROVED POP DATE GR'aE 5-1 'fop SITE PLAN ---SCALE : I" = 2p 6 HA'j'...aAL e t71K� _ WoFZK 0\ MARt) HN'O a) ;. ' S s SM -5T, c e --� Lit To �E RE'A'P, s NUMBER OF BEDROOMS G.P.D./ BEDROOM 110 G.P.D. TOTAL DAILY FLOW -4�? G.P.D. GENERAL NOTES GARBAGE DISPOSAL No LEACHING REQUIRED 44r71 G.P.D. 1. ELEVATIONS BASED UPON DATUM. LEACHING PROVIDED Zai G.P.D. 2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN ARE NOT TO CHANGE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AND THE TOWN HEALTH AGENT. SIDEWALL AREA = S.F.,x 2.5 = �G.P.D. 3. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED IN BOTTOM AREA _ S,20 S.F.. x 1.0 = 552.ooG.P.D. ACCORDANCE WITH S.E.C. TITLE V AND LOCAL HEALTH TOTAL PROVIDED=4yi,6C,S.F, &0 - 15 G.P.D. RULES AND REGULATIONS. �o► > 440 G.P.D. 4. ALL PIPES ARE TO BE CAST IRON OR PfV.C. SCH. 40. 5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE NOTE: EXCAVATE TO EL. t0.5:' OR LOWER AS SOIL NOTIFIED WHEN SYSTEM IS COMPLETELY INSTALLED CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL, AND READY FOR INSPECTION. CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE G. NORTH ARROW IS NOT TO BE USED FOR SOLAR INLET INVERT OF THE LEACHING PIT FOR A DISTANCE ORIENTATION. OF S' AROUND THE PIT AND BACKFILL WITH CLEAN7. EX t s t lt, sEpTc SA OD HAVING A PERC, RATE OF 2 MIN./INCH IN PLACE,s, CC,1 TA.1AIkJA TF -D A¢ivJ0 \T 1-Z;-ro 2AF i�cNt�JE7 CpMPL.ETBI.Y A,.10 ¢AG.Ys=ltlwf7 �e11T1-� ' _ LEGEND _ c+.c--n.>✓� s�aa �-tA�t,��, �. p�><.c.. ,�.,-� o� � M��./trlcN til PLgcc--. EXISTING SPOT ELEV.: 23x50 EXISTING CONTOUR : 24– PROPOSED SPOT ELEV. :• 24+75 REV BY DATE DESCf PROPOSED CONTOUR 26'i ` ' TEST HOLE PL/ -,ice(' TO ACCOMG MIN. FRONT YARD SETBACK` MIN. SIDE/REAR YD. SETBACKFr . _*y - OT, t C E QF 1 .J 9GRr.�E*V T-ELOT _ `t'ARMOU i 1-(, 't r APPLICANT: T4b*nAS 4� 4 G T I-+ 'a ADDRESS: Vc G C GC �3 Tl a' . v//- t NGWEER: FL ,l1r-)k A A k1 P`n n Cllr\I A K I f� 26c 1 -')-'?Z -71> HE D Rc H r