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HomeMy WebLinkAboutEngineered Plan - 2017:rte TOP OF FOUNDATION . 20 FT. MINIMUM FROM CELLAR OR CRAW1. SPACE ! DATE OF SOIL TEST JUl_`' 13 -2017 n 10 FT. MINIMUM .FROM SLAB SOIL: TEST DONE BY E._V 11 C X ELEV. = 100.00 10 FT, MINIMUM CLEAN SAND 4`riTNtSSED B'(-.:.A.,_VQ;I_Hgi`!" i ASSUMED ( ) CONCRETE` INSPECTION PORT COVERS LOAM AND - r_�cn �? 4„ SCHEDULE 40 PVC PIPE ELEV.=^_93.2 MIN. PITCH 1/8" PER FT. 2 LAYER OF f 1/8 TO 1/2 PERCOLATION RATE '__<_7__ MIN./INCH AT __60___ INCHES DEPTH HORIZ I TEXTURE ICOLOR MOTT. !OTHER 0-17" FILL CAST IRON PIPE . MA ". "MAX '?.0 R'A�;." FABRICVENT4" 6., N' X,. VN. r REQUIRED 17-21" E LOAMY SAND (OR EQUAL)PITCH om NOT 21-36" B LOAMY SAND 1/4" PER FT. FLOW TEELEV_LERS - 36-72". C1 _ LOAMY FINE SAND 2.5Y7/3 93.0'?3.OaFLOW LINE! ELEV. ✓. = ______ 72-136" ' C2 COARSE SAND ELEV P3.50 10" " t:. D❑❑❑❑O❑❑❑❑❑ _= DEPTH HORIZ I TEXTURE ICOLOR MOTT. !OTHER 0-17" FILL NO 17-21" E LOAMY SAND 10YP.6/1 iR00TS i 21-36" B LOAMY SAND 1OYR5/3 ROOTS 36-72". C1 _ LOAMY FINE SAND 2.5Y7/3 J 72-136" ' C2 COARSE SAND 2.5Y7/4 ------N. - i ELEV. £2.75_ ° O ° Q ° ... NO WATER ENCOUNTERED AT _�136M ELEV. = ❑❑❑❑❑❑❑❑❑❑❑ i a _ 31.9 : ----- LEVEL � � o o ° O �.� ML - - - 93.00 GAS 0 .. 6 SUMP ELEV. - 2..8 0 ° ELEV. --- ELEV. . 2.e✓5 - _-__� W-41YL �� r- � e__ a a ;r --- BAFFLE o ❑D❑❑Cl❑D❑❑❑❑ 0 2 ° ib� y . AA. " �AT"!,J'4�_� ----'-- �g' y.,•,lfM.at�>•a, f'C,1 ,.,", Rif :;. O - - :. �•I .w..R : ..» t: -a .. s" ice. ,, amf r- ! 4�.. - - - �z+ya[c a ii t,.a"i�. Y in 1 O O.O ( O O O - ... �+. S:i.i' !:J .✓ T ELEV. o ❑ ❑ ❑ ❑ ❑ ❑ CB ❑ ❑ ❑ ❑ ° o 0 90.25 NUMBER OF ScDR�GO?.1S i LIQUID OU ILET t^'�'s�o ► _` ' . _ ° c ELEV. t GARBAGE DISPOSAL UNIT -- -- _ _-___ , DEPTH_ (TO BE PLACED ON FIRM BASE) - - 2 500 GALLON GALLEYS WITH '� ELEV. 0 TOTAL ESTIMATED FLOI"J _�___ 4 FEET 14 INCHES TO BE WATER TESTED F . � . Z ( 110 0:",L./t ;.�:`�Y X ��_� E �.� _� �_ GAL./DAY 5 FEET 19 INCHES ?` _� IF MORE THAN ONE OUTLET STONE IN, AN 6 FEET 24 INCHES R z "ELL VLA REQUIRED SEPTIC TANK, CAPACITY _? GAL: 7 FEET 29 INCHES ��� € �* (TO BE PLACED ON FIRM BASE)J 13 X 27 X 2 TRENCH FOR-OTION i x,. �--- ACTUAL SIZE OF SEPTIC TANK 1.� GAL 8 FEET 34 INCHES Ex.t s : I ra n`2 w3 ZONE a ----- 3/4 TO 1 1/2" CLEAN c ' { a` z;= z r"`. SOIL CLASSIFICATION ICATIdN _ f �•�e.Y 1 a. INDEX DESIGN PERCOLATION RATE . <_i__ MIN•/IN. DOUBLE WASHED STONE ,cru ,. R r z ADJUST EFFLUENT LOADING RATE NC -9- GAL:/DAY/S.F. FREE OF FINES & SILT 51.013 S FT. A. x. - LEACHING AREA ---_- Q t '1 a :, .. ate: < s ,., ?' ;fir ;v Fs' z �s. c ...SEJ",�: .. .�. ,,< a t ..sai r� , ,", USGS PROBABLE, WATER TABLE ELEV. _ ___-- LEACHING CAPACITY'(AREA,X RATE) 7_ GAL./DAY NOT TO SCALE 'OBSERVED WATER TABLE ( / /'' ) ELEV. _ ----- 511.00 X 0.68 ���r BOTTOM OF TEST HOLE ELEV. = _s`-- RESERVE LEACHING CAPACITY �'Y_k_ GAL:/DAY {{ 1. ALL .WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. . _ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. OF THE STEMS AUS BE CAPAELE OF 3. ALL COMPONENTS E SANITARY SYSTEM H - DING H- ADING UNLESS THEY ARE UNDER OR WITHIN WITHSTANDING 10 LO s; 10 FT_ OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF, DRIVES OR PACKING AREAS. ` 4. ANY MASONA.RY UNITS USED T0. BRING COVERS -TO, GRADE SHALL BE MORTARED' IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH E R " ZONING � • ' E APPLICANT IS TO DEEDED 0„ ZO:�i:NG REGULATIONS. OWNER / L 98.8 �; � _ :. ` <: OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. `' HO14'N ARE APPROXIMATE ONLY EXCAVATION CONTRACTOR " 6. UTILITIES S is TO CALL "DIG -SAFE" AT 1-833-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND :ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COU!MENC!^tG 4'10I?K 0` SITE. ANY VARIATiOti 1 F, tP -;., `• 1S TO BE BROUGHT TO The ATTENTION'OF THE DESIGN ENG,hEER pa0' ��- 10.,.�:rPf.7 p IMMEDIATELY. , 8. PARCEL IS IN FLOOD _ - - -, L'.: 7 10. ALL UNSUITABLE MAT ERI AL SMALL BE REMOVED FROM UNDER fi ND --" - o FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM •AND 'F,E FIE IN 1 CMR 15.255: 3), REPLACED WITH MATERIAL 'AS SPECIFIED �O 3 0 (} 11• EXISTING CESSPOOLS .ARE TO BE PUMPED AND REMOVED ALONG WITH 99.4 - .1 � � r k. (•"1 ,..�--�-° '-,.--- r,,.r, ;., � � - ANY POLLUTED SOILS ENCOUNTERED. 98.9 m A s 1 " � a Yarmouth ]Health Department l] APP ame Date , e. � i-'- ,.2 •''. �, � Pten. :y �. � ,Yq rte. {'i•.` � 8 + 4 O 0 -©N. 1p 14 - - ;;' 9•.7 :A� g O 1 0 97.9 _ r �o&) : '. x 97.6 15Co d DATE AGENT .. SEPTIC.TAI K : ,.��.� .�.,,.�„.;� __. _�,�:,,�.ri-�:�:,•,�,�,.--.� .:.�«..m .,,.tea-,,.a,�. �� :-� �n.��v«„xa.�.� R, 40 iE.L Yild>1 • ! D. 97:6- _ $ \ - : .: w ' M < fl+s - • K> wr. ^M1 P Yr. e;.. -rAfn 4,`s - N, :.• Y •:2 ' r' i '•. ^ 'I.A }ms.µ-.[ .,.,. .e : ' -) t: . _ :. ! _ 97.5 NtrR _-„ BOX i _- SOIL w;X ,95.8 97.5 E 0 TEST 5 _. ` TES \\ x 90.4 } ShLD`�'_.va ..<, v.-/s:<r"•:... .rya - ,. .:: ,. ". .,. 1 (' a .•.a ,,xv �� J - . -. a...r• - .. - ,- .' ... ... 1 G ..--,,..ae�+r..-�ecnn.v«x:..•mem:.axeaceswr-.._.,......zmv..ere+news:a�s• mu+ .:.a>. .. . .._r s} -•,r.. - .. s . Y R � LOC. +f �y /-Proun d • P A ,e^ ll ,x_'*; &