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196 Old Townhouse Road Proposed Septic Design 2_ -e sc. .... ss7.-.. ,- ry .....n. r-. a .,. --_ n. n-...,. •n ro_. ...... � .... .. .,. .... .... ,.... . a - .. - _ t--. ... ... ..-..., • .�....r•..>..-; T:.F.-...-..rv.-ev. «.x12.. ..t sv...-.. s - ........ w.:. _..•..-r: •..a^.+•P4•.+.•.-...a._ _ _ .-m.•+.m<r..-..- _ _. _ __- .xn.•ns van,..-...• • Y MOTT. OTHER _. _ _. _ - frtL T E•.. • VCIVIL un .Nrr. _ •Y�u t„ 1 i. y' _ No. Z7 APPROVED: BOARD OF HEALTH BENCHMARK T©p or _yam �ssu^7�a c /co. a a �a�-�� ':'r SFS •�' 1L Et�Cr/ 9__ r . _-•-, . _ ._ .r. - , : .� ._- _- _.. _ 2.Z_y ' TOAOF ;FOUNDATION 20 PT. MINIMUM FROM CELLAR '- y e it VAj1tDISn G,pGUp SOIL TE • ELEV.. /tel -7 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE I t ZONE: B3 REQUIRED PROPOSE[ 2trst£ SECT. DATE OF SOIL TEST \ T IESTI YARLIOUTT,PA °T CLEAt( SAf40 MIN 40 000 ! 24,571 203.5 SOIL TEST DONE BY -3T/✓ PROFESSIONAL ENGINEER ENGINEER CONCRETE T, MIN SODESYARD 70' 19' 203.5 WITNESSED BY -' •• ' o. on c_ r DATE 3//S 5 g SCALE 1" O e: COVERS 40 SCHEDULE 40 PVC PIPE k 3 LOAM AND SEED MINS COVERAGE _ _ _ 707: A4.21 203.5 OBSERVAnON HOLE 2 ELEV.- T2H!S�•7.�' MW. PITCH 1/8' PER FT. I REVISED %r/ 8/p9 e 2 DYER OF MAX. BLDG HEIGHT 24S HANDRAILS 35' 35' 203.4.1 _ rq.3G PERCOt.ATION RATE MIN./INCH AT INCHES 1/8• TO 1/2• MAX @ OF STORIES 2 2 203,4.1 _ ply _ 96 MASia STONE x n Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301<4.7 4• CAST IRON PIPE Z%n VENT DISTANCE r m a o 24.5. I Location: Handrails shall be provided along both sides of romp segments DRIVE E ROAD {re'4. C.') - -(OR EQUAL MINIMUM. ao _ PARKING SPACES 2rc.f- f1 16 301.5' - - " PITCH 1/4 PER FT. i 1 CU. FT. OF (19yE AMAX X. S CONCRETE • 21.5.2 Heights: Handrails shall be provided in pairs, one at a height between 34 inches 38 inches h1 A X, % F./. C i. �� VEk , :3.5% fr.' 4 d `' C"!. L 9 S•O . CONCR t g (34'-38" - 864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20• 457mm-508mm), measured vertically from the surface of the ramp to top of handrail. N f1Ar 0 + clel fl PP rt KIN � r I 3 P/i C£ C V+'l v s ELEV. se MIN. ®®tae Q _ :,• r :' 3_`.i'`!:� -7 r • • BtataBBFaLSJGLiuLI . i 9S`, 7� ... 2 0 • L•Vet 'I ' `•va 21.5.3 Comings, s surface Handrails shall m continuous without iterruptiioq except by doorways and • '. - Vr � LEVEL i • ®0IX6@E3E3B8®E♦ •. •, .. 9G 00 944 B®® BBB BBB®B 24 Landtnp I openings, so that a hand can move from end to end without interruption. ' - ELEV. as GAS �V. _ 94.8 8 SUM ELZV. " • ELEV. _ ' 92.5--H•ndnit Exbnetoro 1Landtny{ - } M %� • BAfiT.E DISTRIBUTION 24.5.4 Extensions: Handmik shall extend at least 12 inches (12" - 305mm) beyond the top and bottom of - I ELEV.a. 2 - 500 GALLON DRY WELLS t-va 1-714' LIQUID OUTLET _ .¢•F to to the ramp and shall be parallel with the floor or ground surface (see Fig. 24d), except where the DEPTHBOX �- s'rrN STONE W AN 7.712• j 1.112• 4-t/2• r 1-112' extension would cause a safety hazard. 4 FEET 14 INCHES - - TO BE WATER TESTED t! r• 2' PrrP TRENCH FORMATION 24.5.5 Size: The handgrip portion of the handrail shall not be less than 1'/. inches nominal (1 V."- 32n m) DEPTH I HORIZ I TEXTURE COLOR MOTT. OTHER fes" frtL VCIVIL un .Nrr. _ •Y�u t„ 1 y' _ No. Z7 APPROVED: BOARD OF HEALTH �a�-�� ':'r SFS •�' 1L Et�Cr/ 2.Z_y PROPOSED DESIGN• '- :SEPTIC FOR e it VAj1tDISn G,pGUp 7/1, .. 132 p PROJECT LOCATION 296 ,-CLD TDI-V"X'0US E ROAD \ T 6 FEET2424 INCCHHES 1000 GALLON IF MORE THAN ONE ouTlEt n /ft nor more than l V: lathes nominal (I'/a" 38tnm) in diameter. r + 7 FEET 29 INCHES% (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION tri WELL v MINIMUM NUMBER OF 3" (MIN) CALIPER TREES 24 _ 8 = 3 NC WATER ENCOUNTERED AT "// ELEV, isZONEi7.t7 ' 8 FEET,' 34 INCHES, SEPTIC TANK 3/4• TO 1 1'2' 1NDIX 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval in cross-section. See Fig. 24e.. BUT REQUIRE IRE 1 PER 20' IN BUFFER = = 2 7 ADD ITIOIIAL WASHEDsTaE SYSTEM (SAS) • ADJJST- 24 5.7 Surface: The gripping surface shall he fret of any sharp or abrasive elements. - uses PROBABLE 1WTT7t TABLE ELEV. • .�� LEGEND: DESIGN CALCULATIONS SEWAGE. DISPOSAL SYSTEM .PROFILE OBSERVED _ 24.5.8 Clearance:1Vhenahandrailismountedadjacenttoawall,theclearspacebetweenthehandrailand \ EXISTING SPOT ELEVATION O0x0 x 1 Sr+ '�" �'aC y `ti' f r �u'iz" CP pr s TaN�t~"� ' NOT TO SCALE TER TABLE ( / / ) the wadi shall be 1 h inches (I h 38mm). Handrails may be located in a wall recess if the recess - BOTTOM OF TEST HOLE ELEV. _ ? ! c EXISTING CONTOUR ---DO---- 1.714' is a maximum of three inches (3" • 76mm) deep and extends at least 18 inches (18" - 457mm) above FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW to the top of the rail. See Fig. 24e. \ FINAL CONTOUR � GAL/DAY CATCH (28x f-Sx3 - /000) 7,F T 1nn'� , v _ CATCH BASIN as SOIL TEST LOCATION_ ® REQUIRED SEPTIC TANK CAPACITY 1000 CAL M rpt BASIN CATCH // O TUTILITY POLE OWN WATER -W-�W ACTUAL SIZE OF SEPTIC TANK _c0 GAL SOIL CLASSIFICATION X ` BASIN ` CATCH BASIN /®� DESIGN PERCOLATION RATE MIN:/IN. CATCH // \ GAS UNE \a/ EFFLUENT LOADING RATES GAL/DAY/S.F. BASIN CLEAN OUT C1 LEACHING AREA rax 29_}di xc 50. FT. URB CESSPOOL C.P. Q \ Handnus 2•ts•x CURB / w F_'xt sr. LEA NC CAPACITY AREA X RAS) 3S8 CAL/DAY \ \ � • rr+,Ft Pct td"�i''(') � tv(ro)Ca•?7 \ \ RESERVE LEACHING CAPACITY 03 GALAAY / NOTES: \ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF YA2,010ti rrr RULES AND p _ r / RAIL FENCE s{' • REGULATIONS FOR THE .SUBSURFACE DISPOSAL OF SEWAGE. r ---x , 1- -�l 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO LIGHT "�, - ^ / WITHIN 8 OF FINISHED GRADE _ r _ x / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF POST \� / WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN \x/ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN - /fes - � A> f'_ ! ' ` �(- 4: ANY MASONARY UNITS USED TO BRING OVERS TO PARKING0 FT. OF DRIVES OR AREAS. EASHALL e` * 200'+ROT: EVERGREEN Sr•F:1oc ` AP i �j J %� )• �I BE MORTARED IN PLACE E 1 � HANDICAP RAMP . , v �'"7/ 5. NO DETERMINATION HAS BEEN MADE AS 70 COMPLIANCE -WITH O v 4-5'HI ON 6'CEIOERS ? 128 Imo. (� PROPOSED 'I o DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO g•9 �= 0114 _�_ i_ MAX SLOPE 1:12 GC �? 'tn/r D _ �� V f- tc �iC s OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 9 - - - - - - - - t-- _-' = �- - SEE DETAIL ABOVE DIST BOX / • �_.� I 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR OPROPOSED RESER IS TO CALL *DIG -SAFE' AT I-888-344-7233 AT LEAST 72 HOURS ;i' '• 10" MAPL `w- � 7 - % SOIL ABSORPTION PRIOR TO COMMENCING WORK ON SITE qe.8 h 7 - J •_.. �,C QN BITUM LEACt1 PIT °p ¢, �j I / \ ) _ SYSTEM 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ((-� � EM � SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION 1 -- _ VAN ACCESSIBLE ` "VAN ACCESSIBLE"-�1i• - \ /�, " r• i (' '� CURB " EXISTING SEPTIC 7AIVK \RAILROAD TIE WALL 1 ✓ 1 S B OUGHT 70 THE ATTENTION ---'-------�_ _ ��•;¢ r HANDICAP SPACE - HANDICAP 'SIGN 1� I TO BE A ON OF THE DESIGN ENGINEER -_.- J IMMEDIATELY. PARCEL 15 W FLOOD ZONE C 8. 7.07 1S SHOWN ON ASSESSORS NAP 7Z AS PARCEL � s e StAeta 57.7e 1° I j 10 All UNSUITABLE MATERIAL SHALL 8E REMOVED FROM UNDER AND FOR 3 A MINIMUM OF -S AROUND LEACHING FACILITY AND BE REPLACED VA7H a \. VAN ACCESSIBLE ° / YRB MATERULL AS SPECIFIED W 310 CMR 15.235:(3 } L � _ J 8 SPACES � n� T- - _ _ \ BM=99.3 11. NO CHANGE -TO DRAINAGE PROPOSED 'i x/-Jrrvc stlrr �I10'X20' yt"1tA.- E �! C .L? V [ D / rV ; r r �L G' / .--�•---•. 1�TYP) _ - ----- ,,•s•. r +� ^-'T CF...1";� �tCT/;,'_e>+t� f•� 5oT bF SC71S @ £.: /OG./z�. DRYWELL I / ' 1 �c I�° EXISTIHO EUILDR,y 2" a I A `/ - / s r ` � O GAS'3c=..T,l � t ` �` ( � n, VALVE I I! all. - UNDERG / SPRINKLER � 1 LIGHT n 4SPACES �°'� �I PROPOSED PVC iJ0 PI POST ( �I �I STORY ADDITION ROUND ELECT CONTROL 3 J I FOUNDATION 9 .9 L ' RIC OO RAISE ION 9 2 , r SB f LIGHT EL Ia3.Jj toL.7 RR TIE `7 I _ E 103. ?7 �+- --- 30 POST 8 RETAINING -WALL i> !/ .•--------- --------- - \✓ 0- -- -- �I H196 UP I MM A i l 1 TOP OF WALL EL 102.3 - I EL 102.3 _- ����JJJ l O t it i STEP I]o.7 , / 'i\\ �/: \ /-i .. '� _ // � Q n t sE F o U +vD g rr n tit 7-c+ e t 1 0 3 3 7 ._ `6' ! ,. � f2 _- M e'er CATCH 1 LOADING= ad 3 - -) 2 PROPOSED BRICK02 a8"Yi II AREA RETAINING s/ \BASIN I _ _ NEW BRICK WALK _ o i 9Z 9 1 WALL - ���� L • s' Q SLEAVE WATER LINES 100,3 i '7/ccclfd e r2'•oc. [ T'HSEIt^. ,t!T • {1 11 D W/4" PVC IIEXISTING 1,000 GAL PIT w/3' OF STONE min I r BRICK WALK --- PER ORIGINAL DESIGN PLANS ( )� CONCRETE II (J � � � R 212 T •fr8rrr_ 3:oc.c- aE[ow t I CURB /r 1 r LOT J 7S REE F7cA,D 24,5 7 i jt LIGHT --- _ _ ,. POST J[ I �! 1 LIGHT O. / I z r 1111 Y 111 �G ac. II 7 v 4Q / JO_ -- >_J f'(oci <"� F`fFv 97.7...~ �I POST , L� • � � �.- b�j 11 CONCRETE J - y y 4 SPACES I CURB 5' SHRUB �� ��` 1 BITUM CURB, T (TYP) / w 99 CATCH I TUM CURB ^ BASIN /Il / (20 MONITORING �- 9.b --• _ ttq 0 / EXISTING 1,000 GAL PIT w/3' OF STONE (min) WELL N2 0 \ j- /°o ;� PER ORIGINAL DESIGN PLANS -2" TREE GAS LINE = - MONITORING - O DIA S4-rrt1B WELL N3 / MAPLE f I 0 / a r SIGN S ' G 2�" • ' POSTS . ty Zt 6RZC \ Y , 'STEEL•COVERS� 2_`f T•1�1 R = 25, MARKED "W" -� �1 "OI - FLOtOD N BITUM, \\ LIGHTS J / CURB 212 K J -• G TREE �/ REMOVE PAVET4ENT / YRB- . �! N /// COETATE rr TBW -100 t j 2" TREE WATER LTJ tri TREE CDGATE % * STOP ----L�-"' ASPHALT CURB / ' . • •--�_ J�0 � .SIGN SPEED i 211 i `1 ----_ LIMIT 00 ' SIGN TREE 2 TREE , `' -- PROPOSED SITE PLAN i i I ?AIG R,SHORT; P.L. I I POF •a,q- VCIVIL _ •Y�u t„ 1 y' _ No. Z7 APPROVED: BOARD OF HEALTH �a�-�� ':'r SFS •�' 1L Et�Cr/ .DATE AGENT PROPOSED DESIGN• '- :SEPTIC FOR it VAj1tDISn G,pGUp p PROJECT LOCATION 296 ,-CLD TDI-V"X'0US E ROAD \ T IESTI YARLIOUTT,PA °T CRAIG R SHORT F o1� rz�• PROFESSIONAL ENGINEER ENGINEER T T, 398 08311 P.O. BOX 1044 SOUTH DENNIS, MASS 02660 DATE 3//S 5 g SCALE 1" O e: W a 3 REVISED I JOB N0. 12' BOS LOCATION MAP REVISED %r/ 8/p9 SHEET_2 OF 2 i i I ?AIG R,SHORT; P.L. I I