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Home My WebLink AboutEngineered Plan - Rev. 2002SOIL -W-5T 3/20/02 DATE OF SOIL TEST SOIL TEST DONE BY . DA�GN�=L— WITNESSED L — WITNESSED BY _- A. VONHQNE OBSERVATION HOLE 1 ELEV.- 96.2 PERCOLATION RATE < 2_ MIN./INCH AT 39 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0 10 TOP OF FOUNDATION _ USGS PROBABLE WATER TABLE ELEV. = 9 OBSERVED WATER TABLE ( / / . ) ELEV. = 20 FT. MINIMUM FROM CELLAR 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE NUMBER OF BEDROOMS -IMMSIGN GARBAGE DISPOSAL UNIT NOT TO SCALE 10 .14 100.00_ ELEV. _ _ 10 FT. MINIMUM IOYR 2/2 CLEAN SAND 14 27 81 (ASSUMED) IOYR 5/6 CONCRETE COVERSLOAM F ,y- tl T' o ' AND SEED C MED/FINE SAN 2.5Y 6/3 1 F�°rY1 .� ¢ A T 7--0 -, SHEET 1 OF 1 4" SCHEDULE 40 PVC PIPE LOCATION ' MAP REVISED DESIGN PERCOLATION RATE 5_5__ MIN. IN. MIN. PITCH 1/8" PER FT. 2" LAYER OF EFFLUENT LOADING RATE GAL./DAY/S. F. '6- € 1/8 TO 1/2- 6 MAX."AX, MAX. I y WASHED STONE VENT :. fi 4" CAST IRON PIPE MINIMUM ,r MIN. NOT REQUIRED Ebol 1r?, r,�(�- ;�t } , ,a,�Q'' ✓ ` ?- (OR EQUAL) PITCH 1/4" PER FT. RESERVE LEACHING CAPACITY GAL./DAY �E�`l, ? 1 CU. FT. OF p-I,G r l 1= ii }:, C;u 1 _ 99, NOTES: r -, .� CONCRETE 1. ALL WORKMANSHIP AND MATERIALS SHAI L CONFORM TO D.E.P. FLOW LINE �� 7,1.,,? `a, ANCHOR CK RpA 'Di pLra' ?'j . ELEV. . c7� 2-0- O o 0 o 10 C WITHIN 6" OF FINISHED GRADE. ELEV. LEVELL�V 6 SUMP o o a 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN C/� E-4-� n -�_- ELEV. BAFFLE .ELEV. 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE --- r?.Mfl USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. DISTRIBUTION LEGEND. µ 1✓t� t:a ;`E',!l,f; c, LIQUID OUTLET - -- --- LOT 21 _ ELEV. - ?, / 3 BOX 17- HIGH CAPACITY INFILTRATORS WITH c ��'.3t�' SfONE IN AN 8E MORTARED IN PLACE. _ -- -- __ _ _ - h1A=R-�G'COivlr�$A140E�JJfTH 5. NO DETERMINAl10N HAS 6EtN 3 DEPTH ! t -f"='`1 "+, �.•i .. 4 FEET TEE 14 INCHES (TO BE PLACED ON FIRM .BASE) TO BE WATER TESTED it X 3-r TRENCH FORMATION 5 FEET 6 FEET 19 INCHES 24 INCHES 1 ' 1500 GALLON IF MORE THAN ONE OUTLET (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL AIW 230 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 7 FEET 8 FEET 29 INCHESp 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEANSYST B E WASHED STONE (SAS) ` ZONE��— INDEX ADJUSTS -/.v j .E T SOIL -W-5T 3/20/02 DATE OF SOIL TEST SOIL TEST DONE BY . DA�GN�=L— WITNESSED L — WITNESSED BY _- A. VONHQNE OBSERVATION HOLE 1 ELEV.- 96.2 PERCOLATION RATE < 2_ MIN./INCH AT 39 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0 10 FILL _ USGS PROBABLE WATER TABLE ELEV. = 9 OBSERVED WATER TABLE ( / / . ) ELEV. = NUMBER OF BEDROOMS -IMMSIGN GARBAGE DISPOSAL UNIT NOT TO SCALE 10 .14 A LOAMY SAND IOYR 2/2 14 27 81 LOAMY SAND IOYR 5/6 REVISED F ,y- tl T' o ' 27 10 C MED/FINE SAN 2.5Y 6/3 1 F�°rY1 .� ¢ A T 7--0 -, SHEET 1 OF 1 WATER ENCOUNTERED AT 100" ELEV. = _ 87_9_ (� ''i CATCH BASIN ® I ' ` a I ,a 1 GAS UNE \_J SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION " 9- C IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER \ "� �W 98.5 CESSPOOLT C.P.PARCEL O _ C CLEAN OL IMMEDIATELY. O O 9. LOT ISSHOWNIS IN FONAASSEESSORS MAP 77 AS PARCEL \�lo �lg 3 Ij v /tJ t t { �� .1 t�l.l1� .Pik 16 k,_.1 �-, 5r:- t TO CttiU►�€1 • 99.2WELLING \ Go c' SXIST. 3 BR0 41,4 c, b4'J�fYa! ''3 TANYA ,v,'" i'�"N DAIGNEAULT No. 1095 -+ �. t A� p8.9 � DECK 1T y � , � ��` I • ;�.�� ,t•. .�.�.. ,,;� �sdo i°✓I " 97.5 „ 98.0 MAY 3 1 262 HEALTH -I DEPT. APPROVED: BOARD OF HEALTH /7 - DATE AGENT DOU L FREE OF FINES & SILT - ..-� DESIGN CALCULATIONS 3 _..- SEWAGE DISPOSAL SYSTEM PROFILE _ USGS PROBABLE WATER TABLE ELEV. = 9 OBSERVED WATER TABLE ( / / . ) ELEV. = NUMBER OF BEDROOMS -IMMSIGN GARBAGE DISPOSAL UNIT NOT TO SCALE BOTTOM OF TEST HOLE ELEV. =87.12 _ TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X 3 BR.) 330 GAL./DAY DATE 3 /25 /D2, REQUIRED SEPTIC TANK CAPACITY -1T��Z? GAL. REVISED F ,y- tl T' o ' JOB NO. ACTUAL SIZE OF SEPTIC TANK 1500._ GAL. 1 F�°rY1 .� ¢ A T 7--0 -, SHEET 1 OF 1 SOIL CLASSIFICATION LOCATION ' MAP REVISED DESIGN PERCOLATION RATE 5_5__ MIN. IN. EFFLUENT LOADING RATE GAL./DAY/S. F. LEACHING AREA U SQ. FT. I I X q+ii. X2XIO/12 �?>2.2 LEACHING CAPACITY (AREA X RATE) GAL./DAY NONE RESERVE LEACHING CAPACITY GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHAI L CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _KA-RM-Q.UT1i.____ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. CK RpA 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO VERT /� ' WITHIN 6" OF FINISHED GRADE. SHS P �� n f r 1 I j ' `� `� g-, � I 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN C/� E-4-� n -�_- 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE --- USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. z LEGEND. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 9B 11 0 _ ��..- 4 .38 ---r`38. -'jfE � - -- --- LOT 21 _ _ - - EXtST .POT-ELE`JA;i^v,A'-_ 00X0 -->-- LNG £ 8E MORTARED IN PLACE. _ -- -- __ _ _ - h1A=R-�G'COivlr�$A140E�JJfTH 5. NO DETERMINAl10N HAS 6EtN AREA -11,9231 S.F. �- � - j EXISTING CONTOUR ----00---- DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO FINAL SPOT ELEVATION 0 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. FINAL CONTOUR C SOIL TEST LOCATION ® 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL, DIG -SAFE AT 1-888-344-7233 AT LEAST 72 HOURS W UTILITY POLE -4- PRIOR TO COMMENCING WORK ON SITE. TOWN WATER —WW====m= 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS (� ''i CATCH BASIN ® I ' ` a I ,a 1 GAS UNE \_J SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION " 9- C IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER \ "� �W 98.5 CESSPOOLT C.P.PARCEL O _ C CLEAN OL IMMEDIATELY. O O 9. LOT ISSHOWNIS IN FONAASSEESSORS MAP 77 AS PARCEL \�lo �lg 3 Ij v /tJ t t { �� .1 t�l.l1� .Pik 16 k,_.1 �-, 5r:- t TO CttiU►�€1 • 99.2WELLING \ Go c' SXIST. 3 BR0 41,4 c, b4'J�fYa! ''3 TANYA ,v,'" i'�"N DAIGNEAULT No. 1095 -+ �. t A� p8.9 � DECK 1T y � , � ��` I • ;�.�� ,t•. .�.�.. ,,;� �sdo i°✓I " 97.5 „ 98.0 MAY 3 1 262 HEALTH -I DEPT. APPROVED: BOARD OF HEALTH /7 - DATE AGENT C. 1.58 7JI77Ja—Uu lawgllzla-uu.urvc, O T.A. DUMAS - ..-� PROPOSED SEPTIC DESIGN FOR M/M JOHN SMITH PROJ: 669 CAPT. SHIVERICK ROAD SO. YARMOUTH TADCO ENVIRONMENTAL CONSULTANTS 26 COMPASS LANE, DENNIS, MA ' 02638 .64 (508) 385-2425 DATE 3 /25 /D2, SCALE r, - 20' REVISED JOB NO. SHEET 1 OF 1 LOCATION ' MAP REVISED C. 1.58 7JI77Ja—Uu lawgllzla-uu.urvc, O T.A. DUMAS