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HomeMy WebLinkAbout83-660 Site Planc SOIL TEST MEMO - c 'i. 10 FT. MIN. c 4" CAST IRON (OR — EQUAL) PIPE- MIN.. PITCH 1/4' PER FTD. `/ EL= EL= OS.O CIA ELL - IUO.Or') ASSUMED �ac4t �e� JI�e�r� EDGE of S06 aA 101 71 0 / � 1 t F37. ... ^,�.�.,•; nWi ?5 K'.'�r F.i'r*v %sn-s.36., — _ 1 OT 74 INLET /'i— 101 l l01 ><j J, O ;a ®"' r g � �z„ LIr1e frz�m o k� "' � \ � \ `. ' ✓ -`. WF•7_ H— �. � 14 �r �!_D2YW FCC '�� EL = iC2 o O` `. hi Lj�z�lYwe1 � —y, naT `^ 4 _ OW _— I�JSX� ['_ �"� Y-YSi d ..1, 1.:i`nV •^5.� \ `LVX�! rya. a SETUIC.KE7 M1 — R�Ap t0,,xc WIDE 04 CL 65' 102 e x t BRENKOUT CALCS. 20 FT. MIN. CONCRETE COVERS 12"MAX 4 SCH 40 PVC PIPE- MIN. PITCH 1/ 8" PER FT. CLEAN SAND {—CONCRETE ` COVERS 2-011 2% IN FLOW LINE —� rLEVEL f 10" (V Z MIN. EL= 1d4 S EL = 104.3 0 0 0 DISEL= T. ° BOX o o 1000 GAL n n SEPTIC PRECAST LEACHING ° EL= BASIN OR EQUIV. TANK ` 12' D I i+ . PROFILE OF I SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST DJUSTEDDLE OR GR0UNDOBWATERDTABLTER/!TABLE`) EL �iD7 EL= (�? NOT TO SCALE PLAN VIEW SOIL TEST 3 TOP OF FOUND. GARBAGE DISPOSAL UNIT NU TOTAL ESTIMATED FLOW EL = //0.0 OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST 10"12,-E2 DATE OF TEST DATE OF TEST GAL, WITNESSED BY S.R WITNESSED BY 5 R. WITNESSED BY PERC. RATE 4 7- MIN./ INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH LEACHING CAPACITY ( BOTTOM SOEY; LL) ELEV= —\01-7 ELEV.= 102 0 (3. to, ,I.Os6rGj�+�T1:4.s s''.2,I) ELEV.= p o a. 3" MIN. hS�LL , TOP t SUB501L TOP s SU? -,501L d 30,. 24 ` CLEAN MEDIUM (-LEAN MUDIUNA LOCATION I 0 N MAP SAND SAND EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR - - --00- - - - - - - FINAL SPOT ELEVATION 00. 1r2" l3Z° TELEPHONE POLE -0- e WATER AT_(26" EL= 0 7 WATER AT 12EL= 20 0 WATER AT EL= 'i. 10 FT. MIN. c 4" CAST IRON (OR — EQUAL) PIPE- MIN.. PITCH 1/4' PER FTD. `/ EL= EL= OS.O CIA ELL - IUO.Or') ASSUMED �ac4t �e� JI�e�r� EDGE of S06 aA 101 71 0 / � 1 t F37. ... ^,�.�.,•; nWi ?5 K'.'�r F.i'r*v %sn-s.36., — _ 1 OT 74 INLET /'i— 101 l l01 ><j J, O ;a ®"' r g � �z„ LIr1e frz�m o k� "' � \ � \ `. ' ✓ -`. WF•7_ H— �. � 14 �r �!_D2YW FCC '�� EL = iC2 o O` `. hi Lj�z�lYwe1 � —y, naT `^ 4 _ OW _— I�JSX� ['_ �"� Y-YSi d ..1, 1.:i`nV •^5.� \ `LVX�! rya. a SETUIC.KE7 M1 — R�Ap t0,,xc WIDE 04 CL 65' 102 e x t BRENKOUT CALCS. 20 FT. MIN. CONCRETE COVERS 12"MAX 4 SCH 40 PVC PIPE- MIN. PITCH 1/ 8" PER FT. CLEAN SAND {—CONCRETE ` COVERS 2-011 2% IN FLOW LINE —� rLEVEL f 10" (V Z MIN. EL= 1d4 S EL = 104.3 0 0 0 DISEL= T. ° BOX o o 1000 GAL n n SEPTIC PRECAST LEACHING ° EL= BASIN OR EQUIV. TANK ` 12' D I i+ . PROFILE OF I SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST DJUSTEDDLE OR GR0UNDOBWATERDTABLTER/!TABLE`) EL �iD7 EL= (�? NOT TO SCALE PLAN VIEW NUMBER OF BEOROCMS 3 FRAMES & COVERS SHALL GARBAGE DISPOSAL UNIT NU TOTAL ESTIMATED FLOW BE SET WITH MASONRY UNITS ( I GAL/BR IDAY BR) 30 GAL./ DAY REQUIRED SEPTIC T%NK CAPACITY WHICH ARE TO BE MORTARED ACTUAL SIZE OF SEPTIC TANK \000 GAL, LEACHING AREA RECUIREMENTS N PLACE SIDEWALL AREA - - G41 -./S F BOTTOM AREA I r) GAL./S F. LEACHING CAPACITY ( BOTTOM SOEY; LL) 490 GAL. (3. to, ,I.Os6rGj�+�T1:4.s s''.2,I) RESERVE LEACHING CAPACITY 4 O a. 3" MIN. hS�LL , OUTLET 6"MIN. FLOW LINE LOCATION I 0 N MAP 2 MIN. LEGEND: EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR - - --00- - - - - - - FINAL SPOT ELEVATION 00. FINAL CONTOUR SOIL TEST LOCATION TELEPHONE POLE -0- e TOWN WATER —W--- W I lO"MIN. GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF YARIu1QOTH RULES & REGULATIONS OUTLET TEE 2.ALL COVERS TO 'SANITARY UNITS SHALL BE —f_ 3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME 4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS, OWNER/APPLICANT IS LIQUID DEPTH 5. THIS PLAN IS VALID ONLY IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES -+WHICH DO NOT HAVE ORIGINAL STAMPS Af D SIGNATURES D SHALL BE CAPABLE OF WITHSTANDING H-10 S,Qi' 4 FT LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 4 FT MIN. MIN. REAR SETBACK Zo MIN. SIDE SETBACK IS 5 FT. PROJECT LOCATION: LOT 3S LIQUID YARMOUTH A APPLICANT', 6 FT. Reg. Land Surveyors - Reg Sanitarians 35 ROUTE /34 - UNIT 2 - P. 0. BOX 237 DEPTH REVISIONS z-/SS<POH 7 FT. DR. BY:- DG S APPD. BY:D f� JOB NO.: 3302--3S- 8 FT. n. CROSS SECTION VIEW SEPTIC TANK DETAIL NOT TO SCALE DESIGN CALCULATIONS NUMBER OF BEOROCMS 3 GARBAGE DISPOSAL UNIT NU TOTAL ESTIMATED FLOW ( I GAL/BR IDAY BR) 30 GAL./ DAY REQUIRED SEPTIC T%NK CAPACITY -11 GAL. ACTUAL SIZE OF SEPTIC TANK \000 GAL, LEACHING AREA RECUIREMENTS SIDEWALL AREA - - G41 -./S F BOTTOM AREA I r) GAL./S F. LEACHING CAPACITY ( BOTTOM SOEY; LL) 490 GAL. (3. to, ,I.Os6rGj�+�T1:4.s s''.2,I) RESERVE LEACHING CAPACITY 4 O GAL. FRAME & COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND WHICH ARE TO BE MORTARED 7 IN PLACE ff= 2" LAYER OF 1/8"- I/2 WASHED STONE O o G a D � G w >= D a 0 v a_ a d �o D w v 0 D G o 6 I Z' LEACHING PIT DETAIL NOT TO SCALE 3/4'- 1 1/2" WASHED STONE PRECAST LEACHING BASIN OR EQUIV /--REMOVEABLE COVER OUTLET PIPES— AS REQUIRED TEE .DEPTH BELOW FLOW LINE 14 INCHES INLET 19 INCHES FLOW ' OUTLET 24 INCHESLINE F I _may 29 INCHES 341NCHES ° r 2' 6 o. INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 NO. OF OUTLETS 3 DIST BOX DETAIL NOT TO SCALE 7. t� � bele� �� �,: � �-�= !,o Pnor -b C ��al lol �: -I- . F! '1 I i LI C FORM II/6/ akq \ 9Q yNti FLAX 90 ND � \ S i _ iroir-�ts5 ' hS�LL , LOCATION I 0 N MAP LEGEND: EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR - - --00- - - - - - - FINAL SPOT ELEVATION 00. FINAL CONTOUR SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT TOWN WATER —W--- W CATCH BASIN®� GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF YARIu1QOTH RULES & REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO 'SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE 3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME 4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS, OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM s" APPROPRIATE AUTHORITY. 5. THIS PLAN IS VALID ONLY IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES -+WHICH DO NOT HAVE ORIGINAL STAMPS Af D SIGNATURES 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS MIN. FRONT SETBACK d MIN. REAR SETBACK Zo MIN. SIDE SETBACK IS APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: LOT 3S N DEWS e SETUCKET k0,N1DS YARMOUTH A APPLICANT', (-HAMBI=P.LNN R. J, O HEAR, /wc. Reg. Land Surveyors - Reg Sanitarians 35 ROUTE /34 - UNIT 2 - P. 0. BOX 237 SOUTH DENNIS, A.M. REVISIONS z-/SS<POH SCALE: l"'ZOO DATE 12.-30'8S DR. BY:- DG S APPD. BY:D f� JOB NO.: 3302--3S- SHEET_ OF FORM II/6/