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Home My WebLink About149.65 - Proposed Septic Design.DEPTH HOFJZ TD(W E COLOR MOTT. OTHER 1/8 -,TO 1/2' 0 A / SANDY LOAM 0 1 YR2 /2 �O ,. 4 CAST IRON PIP E 10-24 0 IX ; t � ASHED STONE VENT RDOTS 24-34 Cl (OR EQUAL MINIMUM i0YR6/6 19 z' 34-86 cz MT LOAM t WELL SOW 252 PITCH 1/4 PER FT. 06-132 7AL'f1 A100 Pl0m TEE Sr�� Y z 1 CU. FT. OF 60 ML WIM LINER SOIL ABSORPTION �* ZONE �_ r� j INDEX 'c 8 FEET 34 CONCRETE 6" X LS• 3 / � 4 N 1 1/2 SYSTEM (SAS) FLOW UNE 1�? • `' j 'as ANCHOR ^ 51 LANDSCAPE em 6 - 91O ELEV.o IoY,O 10' MIN• ter) } •b• e a 2 e 3020d SPIKES CENTER fc - r SfAGOERED ELEV.!. GAS a _!Lt.x, r 6' -ECFV. ELEV. {BAFFLEn1STR[RUMON .DEPTH HOFJZ TD(W E COLOR MOTT. OTHER 0-10 0 A / SANDY LOAM 0 1 YR2 /2 RO075 10-24 B; LOAMY SAND 10YR4/6 `` RDOTS 24-34 Cl FINE SAND i0YR6/6 19 INCHES 34-86 cz MT LOAM 565/i WELL SOW 252 06-132 CS Sr�� Y 504/1 . . (TO BE PLACED ON FIRM BASE) DEPTH HMZ . TEXiURE: CC?AR MOTT. OTHLi 0-16 0 / A a SANDY 10 M 0 1 YTL2/2 ROOTS 16-30 B = LOAMY SMRO IOYR4/6 `` RDOTS 30-46 - Ct F4"E SAW) 10YR6/4 19 INCHES 48-84 C2 SRT LOA`d sf► WELL SOW 252 144 C3 SILT a'M' LOAM , 534/1 . . (TO BE PLACED ON FIRM BASE) D17TH H=Z TEXLURE CC= MOTT. O'nml 0-16 0/A SANDY LOAM t0YR2/2 ROOTS 16-32 B LOAMY SAND 10YR4/6 `` RDOTS 32-60 Cl FINE SAND lOYite f 4 19 INCHES 0-10± C2 SRT LOAM 5G5/1 WELL SOW 252 021-1 C3 SRT CLAY LOAM 504/1 SEPTIC TANK (TO BE PLACED ON FIRM BASE) t 1 3 i ^ WATER ENCOUNTERED AT ELEV. - 1120,? , Z f/ NO WATER ENCOUNTERED Rt p£y g i /V �.0 DESIGN CALCULATIONS a /NUMBER OF BEDROOMS- 4 GARBAGE DISPOSAL UNIT _L�q I TOTAL ESTIMATED FLOW LOT 3 - - / / ( 110 GAL/8R./DAY X 4 SR.) moo_ GALliAY rr. REQUIRED SEPTIC TANK CAPACIlY 850 GAL SOIL CLASSIFICATION ACTUAL SiZE OF SEPTiC TANK 1500 GAL' �- DESIGN PERCOLATION RATE 0 MIN -11N. 6. + EFFLUENT LOADING RATE 0.34 GAL/DAY/S.F. LEACHING AREA 1344, SQ. FT. } l \ 21 X 64 x / LEACHING CAPACITY (AREA X RATE) 6.9 GAL/DAY { 1344 X 0.34 LOT RESERVE,. LEACHING CAPACITY 456.9 GAL/DAY LTeit� j F TDP OF SOUND ! ;� ELEV. - 100.00 /1500 GALLON %, 22,151 SQ. FTS , (A2;Su11Eo) /' f SEPTIC TANK L SFE NOTE e O y ; y , z LOT 5 0,saLEGEND: EXISTING SPOT ELEVATION 00%0 EXISTING CONTOUR ----00-- ` FiNAL SPOT ELEVATION FINAL CONTOUR tt��aL�H of Mqs SOIL TEST LOCATIO19 N r�� n�sc UTILITY POLE -0- �i' / T. AV � TOWN WATER —W, o,619 N . CATCH BASIN GAS UNE G FC, TAR aN APPROVED: BOARD OF HEALTH DA A -NT I , , t r DEPTH . LIQUID OUTLET TEEBOX ' I .• ... ' i t ti's ? 3 - 24 HIGH CAPACITY INFILTRATORS WITH STONE INA A ( L� ^ ( WAIM ENCOURTFRPD AT so' ELE�c �.<`? WATER ENCOUNTERM eT ` i, f� -7, IJ LI \ —'� 17E1f _ WATER F11t�UNTEitED AT _._ - g PROJECT LOCATION LOT 4 19 LOCH RANNOCH WAY, YAR. 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO SE WATER TESTED `` RDOTS lj Ct M—M M SA�a 5 FEET 19 INCHES 50� GALLON IF MORE THAN ONE OUTLET 21' X 64' X 10" FiELD FORMATION z g WELL SOW 252 96-120 6 FEET 7.fEET 24 29 INCHES INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION �* ZONE �_ r� j INDEX 'c 8 FEET 34 INCHES 3 / � 4 N 1 1/2 SYSTEM (SAS) ADJUST OBSERVATION HOLE 4 f]EYr �'1 OBSERVATION HOLE 5 L�Ev-�<" OBSERVATION HOLE 6 ELEV.- WASHED STONE PERCOLATION RATE <9-_ 11X/INCH AT ED INCHES PERCOLATION RATE 20 WN./INCH AT _Is INCHES t 1 3 i ^ WATER ENCOUNTERED AT ELEV. - 1120,? , Z f/ NO WATER ENCOUNTERED Rt p£y g i /V �.0 DESIGN CALCULATIONS a /NUMBER OF BEDROOMS- 4 GARBAGE DISPOSAL UNIT _L�q I TOTAL ESTIMATED FLOW LOT 3 - - / / ( 110 GAL/8R./DAY X 4 SR.) moo_ GALliAY rr. REQUIRED SEPTIC TANK CAPACIlY 850 GAL SOIL CLASSIFICATION ACTUAL SiZE OF SEPTiC TANK 1500 GAL' �- DESIGN PERCOLATION RATE 0 MIN -11N. 6. + EFFLUENT LOADING RATE 0.34 GAL/DAY/S.F. LEACHING AREA 1344, SQ. FT. } l \ 21 X 64 x / LEACHING CAPACITY (AREA X RATE) 6.9 GAL/DAY { 1344 X 0.34 LOT RESERVE,. LEACHING CAPACITY 456.9 GAL/DAY LTeit� j F TDP OF SOUND ! ;� ELEV. - 100.00 /1500 GALLON %, 22,151 SQ. FTS , (A2;Su11Eo) /' f SEPTIC TANK L SFE NOTE e O y ; y , z LOT 5 0,saLEGEND: EXISTING SPOT ELEVATION 00%0 EXISTING CONTOUR ----00-- ` FiNAL SPOT ELEVATION FINAL CONTOUR tt��aL�H of Mqs SOIL TEST LOCATIO19 N r�� n�sc UTILITY POLE -0- �i' / T. AV � TOWN WATER —W, o,619 N . CATCH BASIN GAS UNE G FC, TAR aN APPROVED: BOARD OF HEALTH DA A -NT I , , t r DEPTH HORR TEX7UR w PROPOSED SEPTIC DESIGN FORIle BRAD & RHONDA MC CLAY OTH}R 0-9 A LOAMY S4'D PROJECT LOCATION LOT 4 19 LOCH RANNOCH WAY, YAR. ROOTS 9-23 B LOAMY SAID TIOYR7/8 RDOTS 23-35 Ct M—M M SA�a IOYR7/ 1 SCALE 1" = 20' 35-96 C2 SRT LOAN IOYR7/1 96-120 C3 SRT CLAY LOAM LOCATION MAP J10e "a 4390A SHEET 1 I WATER ENCOW RFD AT 109' pFV, d. NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. TITLE 5 AND THE TOWN OF YARMOUTH RULES AND RFGUL.ATIONS FOR THE SUBSURFACE DISPOSAL or SEV,,AG _ 2. ALL COVERS TO SANITARY UMTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WTTHW 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTiUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DiG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. PARCEL IS IN FLOOD ZONE C. S. ALL UNSUITABLE MATERIAL SHALL:BE REMOVED FROM UNDER AND FOR A MiNIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM. 9. ALL DISTURBED AREAS ARE TO BE REVEGETATED. 10. DESIGN ENGINEER AND HEALTH DEPARTMENT ARE TO 'INSPECT THE SEPTIC SYSTEM ON THE FOLLOWING SCHEDULE: A. SURVEYOR IS TO STAKE OVERDiG. B. ENGINEER IS TO INSPECT OVERDIG PRIOR TO FILLING. C: ENGINEER 1S TO INSPECT PLACEMENT OF SEPTIC COMPONENTS PRIOR TO BACKFILLING. 11. DESIGN ENGINEER IS TO CERTIFY INSTALLATION OF SEPTIC SYSTEM IN ACCORDANCE WITH THiS PLAN. 12. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A 6" BED OF 3/4- TO 1 1/2" STONE. 13. LOT IS SHOWN ON ASSESSORS MAP 132 AS `PARCEL S4. 14. CONTRACTOR IS T'0 VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SiTE. l.�ci+:.:.�+i..aaataa:i atl�'Ia ate, 4r] r. , Lows 0 to � z LOCF w E I PROPOSED SEPTIC DESIGN FORIle BRAD & RHONDA MC CLAY PROJECT LOCATION LOT 4 19 LOCH RANNOCH WAY, YAR. SWEETSER ENGINEERING 235 GREAT P!ESTERN ROAD P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DAT JULY 5, 2000 1 SCALE 1" = 20' Avg � %GGri RLVI�f) �t2t' l,2La � LOCATION MAP J10e "a 4390A SHEET 1 l.�ci+:.:.�+i..aaataa:i atl�'Ia ate, 4r] r. ,