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196 Old Townhouse Road Proposed Septic Design 8BENCHMARK Tyr' ov YRd gssu�+�a c � /4Z -0,0Q 20 FT. MINIMUM FROM C - HORl2 TOP OF FOUNDATION 10 FT. M"YUB FROM SLAB OR ELEY. _ 35' ELEV. as /d/.7 10 FT, MINIMUM - 1/8' TO 1/2' V. a. = x /.s Ti✓ CONCRCOVERS _ONE: B3 REQUIRED 12f,iSEi, ELEV. 96 o0 DISTANCE BETWEEN ro .Ece� F1EY. 0 99 a 6' SU -ELEV, 203.5 40 CAST IRON PIPE - MIN SIDE YARD LOAM AHO SEED MAX $ BLDG COVER 70' 35$ (OR EOU u MINIMUM 203.5 203.5 BAS , PITCH 1/4 PER FT. 70$ 44.2$ 203.5 W) = CONCRETE ' ANCHOR (34"-38"- 864mm - 965mm), and a lower one at a height between 18 and 20 inches (I8"-20" HANDICAP PARKING = 1 FLOW UNE ouTt.ET ; Ns 10' 40'SCHEDULE 40 PVC PIPE MN. PITCH 1/8' PER FT. ELEY.. %a HORl2 24.5 HANDRAILS MAX BLDG HEIGHT ELEY. _ 35' 1 MN - 1/8' TO 1/2' V. a. 9S. 7S / [y '� LVFl 94. (. 2 _ONE: B3 REQUIRED PROPOSED ELEV. 96 o0 DISTANCE BETWEEN GAS F1EY. 0 99 a 6' SU -ELEV, 203.5 101TNESScn BY ri ... •��a�+- on t_ - MIN SIDE YARD LOAM AHO SEED MAX $ BLDG COVER 70' 35$ 195" 6.3$ 203.5 203.5 BAS , DISTRIBUTION 70$ 44.2$ 203.5 PERCOLATION RATE - . MIR./IHCH AT ^4- -INCHES = CONCRETE ' ANCHOR (34"-38"- 864mm - 965mm), and a lower one at a height between 18 and 20 inches (I8"-20" HANDICAP PARKING = 1 ELEYY4". BOX f -1 ouTt.ET ; uoulD j :•n :i , TO BE WATER TESTED S FEET INCHES 19 l32 1000 GALLON IF MORE THAN ONE OUTLET •' 6 FEET 24 INCHES (TO BE PLACED ON FIRM BASE) 7 SET 9 FEET 29 INCHES 34 INCHES SEPTIC TANK 3/40 TO 1 1/2'-J WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CATCH CATCH BASIN BASIN IH EEL ELEY.. %a 2 LAYER OF HORl2 24.5 HANDRAILS MAX BLDG HEIGHT SOIL TE 35' 203.4.1 - 1/8' TO 1/2' Handrails shall be provided at all ramps. Handrails shall have the following features: y 2 _ONE: B3 REQUIRED PROPOSED ZONE SECT. DATE OF SOIL TEST SOIL TEST DONE BY DISTANCE BETWEEN aF.w SAU1D MIN L07 SIZE: 40r000 24,579 203.5 101TNESScn BY ri ... •��a�+- on t_ - MIN SIDE YARD LOAM AHO SEED MAX $ BLDG COVER 70' 35$ 195" 6.3$ 203.5 203.5 OBSERVATION HOLE •2'ELEV.� , • MAX $COVERAGE 70$ 44.2$ 203.5 PERCOLATION RATE - . MIR./IHCH AT ^4- -INCHES = 2 LAYER OF HORl2 24.5 HANDRAILS MAX BLDG HEIGHT 35' 35' 203.4.1 - 1/8' TO 1/2' Handrails shall be provided at all ramps. Handrails shall have the following features: -MAX II OF STORIES 2 2 203.4.1 "2 0, w+ 5709 VENT r m NOT REQUIRED o aIn 24.5.1 Location:. Handrails shall be provided along both :ides of ramp segments. DISTANCE BETWEEN 250' 166' 301.4,7 - DATE 3 f �s 9 O - - :DRIVE 6 ROAD N0. ,12 t3 .o z 1 Cu. FT. Of 23.5.2 Heights: Handrails shall be provided in pairs, one at a height between 3.1 inches and 38 iae}us PARKING SPACES 2FLR. 24 r • 16 O1 3 .5 = CONCRETE ' ANCHOR (34"-38"- 864mm - 965mm), and a lower one at a height between 18 and 20 inches (I8"-20" HANDICAP PARKING = 1 SPACE (VAN ACCESSIBLE). ; o p 457mm-508mm), measured vertically from the surface of the ramp to top of pandra'I. • ell ®®Bi=ddfcJfICdIL7a;;d • - 24.5.3 Continuous surface: Handrails shall be continuous without inlemptioq except by doorways and t a '. " 8®®BOB®f781=J EJ I I l•vt I openings, so that a hand can move from end to end without interruption la®®t3668e1.3©8 24 din Land'ny ' • ELEV. as V svI- Handrail Extensions - s ,.v4 1•U4 24.SA Extetuions: Handrails shill extend art Icast 12 inches (12" a SoSmm) beyond We top and bottom of 2 - 500 GALLON DRY WELLS the ramp and shall be parallel with the floor or ground surface (sec Fie. 24d), except where the w . r•N 1c 10 1.172• extension would cause a safery hazard. ST" W AN I 1.1n• r' 1.112' 1•ur i DEPTH HORl2 TEXTURE COLOR MOTTO OTHER 196 1 t C PRO,LECT:LOCA TION OLD TOVINOUSE. ROAD 1,1EST YA & OUTtts, F.A A c d r,,,, y '� SCALE ,, " - :1f ' DATE 3 f �s 9 REVISED ,108 S 3759 N0. ,12 t3 .o 2u" REVISED ,,�-f2 g f99 , , [SHEET2- j :•n :i , , r. l32 •' it 2�DrE-P TRENCH FORMATION I / 3 X 2 5/ >r 24.5.5 Size: The handgrip portion of the handrail shall not be less than 1 A inches nominal (1V.. - 32mm) " WELL 4�i• normorethan l%.inchesnominaf(Vi"=38mm)indiameter. MINIMUM NUMBER OF 3" (MIN) CALIPER TREES 14 2'$ = 3 NO WATER ENCOUNTERED AT /!� ELEV.•w SOIL ABSORPTION 1,C)ZONE = 3 T SYSTEM (SAS) NDEx 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval in cross-section. See Fig. 24e. BUT REQUIRE 1 PER 20' IN BUFFER - - 27 ADDITIONAL �TAL ; AD uSi /. 24.5.7 Surface: The grippingsusfaccsh IUfreeofanysharporabtasiveelemenrs. LEGEND: DESIGN CALCULATIONS s s USGS PROBABLE WATER TABLE ELEV. OBSERVED WATU TABLE ( / / ) ELEV. - UQTMW OF TEST hOLE aEV. ^qa K 15 rrNG1 600 / "C', t, t7r.S,To•VG`«try. 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the dear space between the handrail and. EXISTNG SPOT ELEVATION 00.0 r1 nT'' the wall shall be 1 Y, inches V Y,"- 38mm). Handrails may be located in a wall recess if the recess EXISTING CONTOUR - --00---- 0 , •114' 6 a maximum of three inches (3"F 76mm) deep and extends at least 18 inches (I S" - 457mm) above \ FINAL SPOT ELEVATION 0 TOTAL ESTIMATED FLOW 1 ito n the top of the rail. See Fig. 24c. \ FINAL CONTOUR (28xSSx] air GAL./DAY sett - SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY /•Cao ,CAL M r^i as UTILITY POLE •-0- ACTUAL SIZE OF SEP71C TANK o0 GAL':. CATCH TOWN WATER -W��W SOIL CLASSIFICATION - *. BASIN \ ` CATCH BASIN f�\ DESIGN PERCOLATION RATE'utN.�iN. \' GAS UNE :7 EFFLUENT LOADING RATE 7-1 GAL./DAY/S.F. tH CATCH \..� CLEAN OUT 9 L_ -So, FT. C. LEACHING AREA r.3x 2 r s14 x r: r� CESSPOOL C.P. Q , BASIN BITUMi / - CURB. j - M/t Yt. { F.+, sr, LEA NG rr;APAgTY AREA X RATE) �•' 3 :GA4./DAY Handrail* a' max / / G 1'il>1,(1)S TV /Oi�i..i)�L• r4'1 .. /i RESERVE.I.EACHNG CAPS ^^ ? {) 03 cnL/DAY 76 / - - h `Alb NOTES: , S 1. ALL WORKIIANSHfP AND MATERIAL SHAM C O NFOkM "70 1).FP. T17U 5 AND 'THE TOWN OF YL1fL•'totrrrt z RULES AND \ It---- • x - T r r r -- f RAIL FENCE ��- '/ / REGULATIONS FOR THE SUBSURfACE DISPOSAL OF SEWAGE y NI A i r i f 2. ALL COVERS TO SANITARY UNITS SMALL BE BROUGHT TO L �� ~ ' --- ^ 1^ / / 3. ALL COMPONENTS WITHIN &a OF Of THE SANITARY SYST& SMALL 6E CAPABLE OF ` / WITHSTANDING. H-10 LOADING UNLESS THEY -ARE UNDER OR WI HLN POST �- \x/ �I HAL -L BE USED UNDER.OR10 FT. WITHIN PARKING 09 FT. OF DRIVES OR PARKING S. H-20 LOADING SAREAS.. �ycc .4. MY MASONARY UNITS USED' TO'BRWG COVERS TO GRADE SHAD. BE MORTARED IN PLACE ��j✓ '�1� �• . ' �� Z� �� 5. NO DETERi11NATI0N HAS BEENMADE AS TO COMFILI* E WITH ; ( -� j •) j .� 200'+RCIW EVERGREEN SHRUBS `'r , OB { HANDICAP RAMP I I � PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / / APPLICANT 1S TO Q 4-5'HI ON 6'CEIITERS�) MAX SLOPE 1:12 / CD V%r D = ` ✓ r v /c, �; ✓ O OBTAIN SUCH DElERMWATION FROM APPROPRIATE AUTHORITY. yq.4 - Ll-. _ co , pIST 80X ` O �; , --- I 6. UTILITIES SHOWN ARE APPROXIMATE. ONLY. EXCAVATION CONTRACTOR -� SEE DETAIL ABOVE _ PROIpSED RESERVE IS TO CALL DIG -SAFE AT 1-888-344-7233 AT LEAST 72 HOURS _ --�� r SOIL PRIOR TO COMMENCWG.WORK ON SIV- ABSORPTION 10 MAPL ��d,g �,� �� \ ^1 7.7 - _'- SYSTEM 7. CONTRACTCR IS TO VERIFY GRADES AND ELEVATIONS AS WELL! AS:, BITUM LEACH PIT ` n u j 4` Q! \ - \ (� I , SITE CONDITIONS PRIOR H COMMENCING WORK ON SITE ANY VARIATION VAN ACCESSIBLE VAN ACCESSIBLE jli• EXISTIrv' SEPTIC - IS TO BE BROUGHT TO THE MENTION OF THE DESIGN ENGINEER �K RAILROAD LROAD TIE WALL I IMMEDIATELY. -� - _- CURB HANDICAP SPACE -� HANDICAP"SIGN f / c[ .00-.lo�.�-J_..I '• � 8 PARCEL IS IN FLOOD LONE C ;• • IL LOT 1S -SHOWN ON ASSESSORS YAP 7- AS PARCFL :J J7 -r i� I 57.7: 10, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FRO4 UNDEIE.AND PR`, I SeACa ti 0 3 4' A MINIMUM OF s' MOUND IEICHINO FACILITY AND BE REPL*= WITH - - - ?4.1 r R O C YRB MATERLAL AS SPECIFIED W 310 CUR 15 255 (3). VAN ACCESSIBLE I �• L' !•` I e F• o _ _ 11. NO CHANGE TO DRAINAGE PROPOSCD t x fs r7 v c s �F TEN,=99.3 .. i 8 SPACESlC.ri�c CtEV CP QUI6DING �I101X20'of "orcez;7-T.o�7r ` � �a' D I DRYWELL L 8 _nr r'o �.. / o . u ' caa� _ 102.% -- - (TYP) �r ,SE /O GAS (PRO •A) O ( EXIST1116 BUILDING LYE ,coil YA i O /✓iETiltS _PVC DOWN PIrc / / •' .3 q SPRINKLER gSPACES -->' - i PROPOSED $ � u:DER ,S L I t�{ �� POST STORY ADDITION 41 i 1 GROLrrp ELECT CONTROL �o. RAISE FOUNDATION 2d' 7N'7 RIC )03.3' e EL / 3? \ II RETAINING WALL �_ p / RR TIEI 1 / I MIN v . SB LIGHT h196 1 -- .. r; � .- 2O ;►�+�- 30 II POST / UP I d 8 0 " ' O ---- - -- F 47- t t o 2.70 I /oz. 1 EL 102.3 j CI 1 j TOP OF WALL EL 1023 I Oma, /^\/�/�/ /\ kf ISE Fov,v�arroN ro cc. /03.37 Pi S.<1 t, / a RE AA ovF -0013 frary STEP )�I ? _ �< �-�- �. 0 �L /a!_7o i?,.r.67- •r-� so•. oz cd^f , CATCH l �I LOADING= / c PROPOSED �_ Q - ( ) r FvJ �� • .� a i -L- {, 1C!CK Q �\ AREA I NEW BRICK WALK I WALL L R a \BASIN 1� v• �f 97.9 ��„dd�� 1 f< f r +0 102.3 E loo 3 4!<CLJ�R i1"ac. � �, ? a •C3/'1SE%ViF.11T. I w � II EXISTING 1,000 GAL PIT w/3' OF STONE(tvirj II 'J J BRICK OPER ORIGINAL DESIGN PLANS CONCRETE 1 �' /� 2" TREE 'fx8� = 4cocc r3r[ow FRFiDc i4 CURB 7 ols I LIGHT (�- s =I J ' 1 39 30 LIGHT 4 `yQ F[ooT.. fes. .ECFV 9�7 _ r ,/ r POST = �Y r POST- --- t / _ II \I �, f 7�} ����✓� 8•' PAPLE O`• C C / CONCRETE / 4 SPACES ' CURB \ 5' SHRUB I a^ rM 9` OF I BITUM CURS J 10 CP�1Pti 1 ;� `'���1Cf1AM3�n (TYP) CATCH I� `i !. n� / i1i0ITi 0) --� / 81TUM 6 BASIN IN \ 1 ` • v�P v 99.2 - CURB 6 i :da. c74$3 ZR MONITORING 1`I _ _ l o PER ORIGINAL DESIGN PLANS ) , } EXISTING 1,000 GAL PIT w/3' OF STONE (rrtn t;, o ✓_ ° i ''',ti`, / i 1- ��FF"FcsTc��°'��///y APPROVED: BOARD OF HEALTH WELL 12 - - _ ✓ v � f a SSfO % 11 1 0 211 TREE F- 20' �\ GAS LINE I �ejORING , f� 5' DIA Sr►•u8 IoWELL 113 O ?B p boll /SG DATE AGENT �.J LE _� I" a SIGN G �l BRIcy- / I, Posts nl 2 \.. O OVERS 2S�S7 ------_G'fI !� R c 25,=J---t�'`• - 49,8 O O / j � 11 1 i STEEL COVERS _ FLOOD MARKED v E2 LIGHTS B I TUM.cV CURB t 211 {I TREE - REMOVE PAVEMENT >N�n \\1 21' TRE_ETBM=100 r�C� U�cO G REVEGETA7E ---WATE 4. D " STOP ASPHALT CURS 2" TREE GATE -SICU SPEE G n L[MIDT { TREE /^^ 21, TREE C)4� SIGN PROPOSED SITE PLWt 1 EDGE OF CATCH / PAVEMENT - BASIN OLD I MHOUSE DAD L 2 - 019Sib CRAIG Yt,"SHDRY,:i-i~�.i DUMP �� 3 ��,JItOU3� o r� � >z9 • T508= G H ti o PROPOSED SEPTIC DESIGN-- ' FOR THE SXAH01SH C -ho 'l 196 1 t C PRO,LECT:LOCA TION OLD TOVINOUSE. ROAD 1,1EST YA & OUTtts, F.A • . CRAIG R SHORT PROFESSIONAL ENGINEER P.O. SOX 1044 398-831.1, SOUTH DENNIS. MASS 02660 '� SCALE ,, " - :1f ' DATE 3 f �s 9 REVISED ,108 S 3759 N0. ,12 t3 .o LOCATION MAP REVISED ,,�-f2 g f99 , , [SHEET2- L 2 - 019Sib CRAIG Yt,"SHDRY,:i-i~�.i