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196 Old Townhouse Road Proposed Septic Design 4BENCHMARK Tof of yRa Assv�+Ea c G /oo. o v TOP- OF FOJNDATION 20 FT. MINIMUM FF s /0/.7 10 FT. MINIMUM 10 FT. MINIMUM FROM SLA ELEV. - , r.X /Z Tia✓ G- CONCRETE VS 4 kA/.SG-D 70:ELEV - 4• CAST IRON PIPE PITCH 1/4,PERIMUM FT. FLOW UNE ELEV as U 10' 4' SCHEDULE 40 PVC PIPE MN. PITCH 1/8' PER FT. • -MIN. V E1EV. a 9G 00 GAS LLEV. . 9 q 8 60 suO ELEV.. 94. G BAFFLE DISTRIBUTION ELEV. UOUIDOUTLET t BOX 4 FELT 1INCHES TO BE WATER TESTED 4 5 FEET 14 INCHES IF MORE THAN ONE OUTLET 6 FEET 24 1NCHES 1000 GALLON (TO BE PLACED ON FIRM BASE) 7 FEET 29 INCHES 8 FEET 34 INCHES SEPTIC TANK 3/4' TO 1 1/2•-j WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CATCH CATCH BASIN BASIN FR En Fv . 9a XMAX . 24.5 HANDRAILS MAX 0 OF STORIES 21S 22 203.4.1 1 X TO 1 Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301 .4.7 , VENTz' In NOT REQUIRED ac In so 24.5.1 Location: Handrails shall be provided along both sides of ramp segments. pARKDNGVSPACES� 24 16 301.5 3 1 CU' FT. OF 245.2 Heights: Handrails shall be provided in pairs, one at a height between 34 inches and 38 inchesCONCRETE ' Ci, 9S"ob CHOR ' T (34"-38864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" - 13 Ell EPEU a Ea3 0 0 U EJ 0 U Fj U I p aceta© Ed®6BEiEJ®eeJ�tc7 ' •24 ®®®@BBB©®B • ELEV.se 92 2 - 500 GALLON DRY WELLS STONE IN AN TRENCH FORMATION m 457mm-508mm), measured vertically from the surface of the ramp to top of handrail. Lcovet 24.5.3 Continuous surface: Handrails shall be continuous without interruption, except by doorways and ending I I @•vat I openings, so that a hand can move from end to end without interruption. S Handrail Extensions Undlna -�•� 24.5.4 Exrensio : Handrails shall attend at least 12 inches (12" - 305mm) beyond the top and bottom of t- o t•t/4' the ram and shall be parallel with the Floor or to to P p ground surface (see Fig. 24d), except where the 1.112' i 1.112• 1.114" r- 1-112• extension would cause a safety hazard. I than 1'/ ' he mina! I'/" - 32mm' .4.5.5 Size: The handgrip portion of the handratl shall not be ess . tnc s no ( mm DEPTH HORIZI COLOR MOTT. I OTHER ' /a' A Sante 'Vi C 7/6 J32 SOIL ABSORPTION nor more than IY, inches nominal (1'h' - 38mm) in diameter. WELL �s' MINIMUM NUMBER OF 2" (MIN) CALIPER TREES 24 _ 8 = 3 No WATER ENCOUNTERED AT 7/r ELEV. - g7.d ZONE SYSTEM (SAS} NOD( 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval in cross-section. See Fig, 24t. BUT REQUIRE 1 PER 20' IN BUFFER = = 15 ADDITIONAL A1WST_ 9 R USCS PROBABLE WATER TABLE ELEV. - OBSERVED WATER TABLE ( / / ) ELEV - BOTTOM OF TEST HOLE ELEV. - 7 24.5.7 Surface: The gripping surface shall be free of any sharp or abrasive elements. LEGEND: DESIGN CALCULATIONS 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and f -- \ EXISTING SPOT ELEVATION 00.0 1= x t S rl "� Gr G o O y a ! p . t w �' o r' S To�/G�n+'"/. the wall shall be 1'h inches (i Y," a 38n m). Handrails may be located in a will recess if the recess �• EXISTING CONTOUR ----00---- 4 1.1 t4' is a maximum of three inches (3' a 76mm) deep and extends at least 18 inches (I8" - 457mm) above FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW to the top of the rail. See Fig. 24e. 1 \ FINAL CONTOUR (28 "fS X� _ /coo) 7J -3 9 T GAL/DAY 1.112•. SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY -000 GAL„ rei rN 3 - set CATCH \ UTILITY POLE -0 SOIILCLASSIFICATION SEPTIC TANK /J �T GAL TOWN WATER -W�W ' 14�BASIN CATCH BASIN �NJ DESIGN PERCOLATION RATE MIN./IN. GAS U c EFFLUENT LOADING RATE GAL/DAY/S.F. F. > CATCH y C.O. LEACHING AREA tax 2 * x277 x e � fT CLEAN OUT �� 9 S _ SQ.MIN FT. BASIN B I TL IM CESSPOOL C.P. Q I E , r s% LEACHING APACITY AREA X RATE) 3S 3 GAL/DAY . (M rN.) Handrail@ :'•...max CURB I �+NCiv%�a. s)C 2,.rJ .. 7 a RESERVE LEACHING CAPACITY 03 GAL/DAY (S-fr-�.7{� CA / NOTES. ' 1. ALL WORKMANSHIP AND MATERIALS SHAt1 CONFORM Tb D.E.P'. { TITLE 5 AND THE TOWN 'OF YAkmOldEd RULES'AND RAIL FENCE �l� / REGULATIONS FOR THE SUBSURFACE DISPO$AL-OF SEWAGE. _ 0r 1 2. ALL COVERS.TO SANLTARY'UNITS SHALL BE BROUGHT,TO WITHIN 6' OF FINISHED .GRADE LIGHT -� t r r r r n / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF POST 1^ " WITHSTANDING H=10 LOADING -UNLESS THEY ARE :UNDER.OR WITHIN 10 F7. -OP DRIVES OR PARKING, AREAS. 'H-20 LOADING SHALL BE USED' UNDER OR- WITHIN 10 FT. 'OF DRIVES OR PMVJNG AREAS, 4. ANY M'ASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ' • 200'+ROW EVERGREEN SHRUBS HANDICAP RAMP BE MORTARED N PACE 0 4-5'HI ON EVERGREEN DB MAX SLOPE 1.12 5.N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANT WITH PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 11'4 - Q DIST BOX �� �_� _ I 6. UMU71EOBTAINSUCH SHOWN ARE DETERMINATION ONLY,EXCAVA71ON CONTRACTOR PRIATE AUTHORITY. 9g,9 - _ - _ _ _ _ ��= _ _ y� SEE DETAIL ABOVE _ PROPOSED RESERVE IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 10" MAPL 199\ \ /i '771 i 7.7 _ i SOIL ABSORPTION 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION II `1 � I(. � '-'- _ - _ SYSTEM BITUM VAN ACCESSIBLE LEACH PIT ` "VAN ACCESSIBLE"-}1�' 0 �I I �I / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER CURB -- _ I \ II I �j EXISTING SEPTIC TANK -RAILROAD TIE WALL HANDICAP SPACE - -� ' HANDICAP "SIGN I _ -_ / IMMEDIATELY. --- - A. PARCEL IS IN FLOOD ZONE - s4Aeak 57., - _ - -- --- � � 4 LLT U SHOWN ON ASSESSORS MAP % / AS PARCEL V #"' / , i i�' 10. A11 UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH \' VAN ACCESSIBLE 0 �t I ROCK YRS WTERIAL AS SPECIFIED IN 310 CMR 15.255:(3). I� �\ �I - T TBM=99.3 11. NO CHANGE TO DRAINAGE PROPOSED { jl 8 SPACES / 10'X20' CTYP) I \ I) L I r ,LIGHT Ii 4 SPACES 1" POST I � � o I J o IJ t LIGHT 30 0 e\ t\� - ----- - - - ---- - -* II POST it I O� II ` DRYWELL EXISTIRS BUILDIRG - o cps � 0 !`, VALVE PVC DOW,• PIP o. C J / 1 PROPOSED �. _ SPRINKLER STORY ADDITION - / (tZ ELECTRIC CONTROL RAISE FOUNDATION = = 9`.9 ERGRO / EL 103.31 lot.L RR TIE /� N EL 103.31 #196 RETAINING- WALL b - _.___ _ .- UP i ° 7 4e J02.G7 ,02.6•Q � i I I TOP OF WALL EL 102.3 F 102.= - S760 2 PROPOSED BRICK � 1 Q ICATCH . LOA.^It;;= ' I ti RETAINING • C` t - -_ c K C BASIN ARE, _ - NEW BRICK WALK _ - '\ WALL j FC 100,3 SLEAVE WATER LINES Jl ' W/4" PVC �_II r c II �' I BRICK WALK F�IA ILL EXISTING 1,000 GAL PI7 w!3 OF STONE(min) „ �.e.,_ .�Le,cr ee2ow f V PER ORIGINAL DESIGN PLANS CCP/ -RETE I LOT X7.5 2 TREE F/tr3L� ! Il.96 sf JJ% f LIGHT -- a1- - --� ---= �_I_!1 I /!! 1 LIGHT POST (( POST L� 8" MAPLE C• . _f / I I / P �U p • I CONCRETE j 4 SPACES ( CURB 5' SHRUB +{ j- BIT.U_M CURB (TYP) III1J cQFC41, / / } / ,/,s1'AeOF (p1 CATCH ��"E I T;N. BS ` ` r 00 CFE t /r s.'. MONITORING t 9 8 / +EXISTING 1,000 GAT. PIT w/3 OF STONE (min) 177 5 /op _ I PER ORIGINAL DESIGN PLANS WELL \- - - O Fj STEEL COVERS MARKED 4" TREE B 1 TUM. CURB GAS LINE \ �l - _ - = MONITORING . 10" < 5' DIA Srt�bB ( WELL 03 �Ia MAPLE \ �- / I� VANLV SIGN2 2`r' POSTS Q 2� $RICK LIGHTS / REtY)VE PAVEAFNT `1 N E REVEGFTATE V ASPHALT CURB OLD TOW gDUSE ROAD YRB- \\ 14 TBM=100 0 O ' 2" TREE 1 WATER L% O 2" TREE GATE SPEED i \ 2" l o `� F LIMIT TREE 0 2" TREE SIGN CATCH EDGE OF PAVEMENT / �- BASIN 0 2" TREE STOP SIGN PROPOSED SITE PLAN r « 11� o iie�', �idrf•i J" r ti Dur"p ~ ' Z 0Gl14 F 1 0 L -D n w , APPROVED: BOARD OF HEALTH DATE AGENT ' PROPOSED SEPTIC DESIGN FOR THE STAY ISH CRo6p ROJECT LOCATION 196 CLD TCV19113USE ROAD ' ?EST YARPd1JUT'P?A• CRAIG R SHORT PROFESSIONAL ENGINEER 568= P.O. BOX 1044 98-8311 'SOU TH:DENNIS.' MASS 0266 DATE 3/773' 9 p SCALE I" = I o REwsEo S 35s�--I ,toe Ho. 1 2- 8 aS LOCATIONMAP REVISED SHEET 2 OF 2 ' 0 1998 CRAIG R, SHORT, P.E. sett ZONE: B3 'asm SAf4D MIN LOT SIZE: - MIN SIDE YARD \LO"AND S H A/VC fCFi � i��;cr ,rev. _ / j �f-:e Ver I/,-. �J f -Ir MIN % COVERAGE / 2 LAYER OF MAX BLDG HEIGHT REQUIRED 401000 701 15% 35' PROPOSED 24,579 19' 44.2% 35' VAR. SECT. 203.5 203.5 203.5 203.4 .1 SOIL TEAS 9 DATE OF SOIL TEST SOIL TEST DONE BY �' �% •^� Z WITNESSED BY OBSERVATION HOLE: 2 ELEV.� PER60LA1109 RATE L' Mit ACH'AT 'f'I"rG INCHES •' • -MIN. V E1EV. a 9G 00 GAS LLEV. . 9 q 8 60 suO ELEV.. 94. G BAFFLE DISTRIBUTION ELEV. UOUIDOUTLET t BOX 4 FELT 1INCHES TO BE WATER TESTED 4 5 FEET 14 INCHES IF MORE THAN ONE OUTLET 6 FEET 24 1NCHES 1000 GALLON (TO BE PLACED ON FIRM BASE) 7 FEET 29 INCHES 8 FEET 34 INCHES SEPTIC TANK 3/4' TO 1 1/2•-j WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CATCH CATCH BASIN BASIN FR En Fv . 9a XMAX . 24.5 HANDRAILS MAX 0 OF STORIES 21S 22 203.4.1 1 X TO 1 Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301 .4.7 , VENTz' In NOT REQUIRED ac In so 24.5.1 Location: Handrails shall be provided along both sides of ramp segments. pARKDNGVSPACES� 24 16 301.5 3 1 CU' FT. OF 245.2 Heights: Handrails shall be provided in pairs, one at a height between 34 inches and 38 inchesCONCRETE ' Ci, 9S"ob CHOR ' T (34"-38864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" - 13 Ell EPEU a Ea3 0 0 U EJ 0 U Fj U I p aceta© Ed®6BEiEJ®eeJ�tc7 ' •24 ®®®@BBB©®B • ELEV.se 92 2 - 500 GALLON DRY WELLS STONE IN AN TRENCH FORMATION m 457mm-508mm), measured vertically from the surface of the ramp to top of handrail. Lcovet 24.5.3 Continuous surface: Handrails shall be continuous without interruption, except by doorways and ending I I @•vat I openings, so that a hand can move from end to end without interruption. S Handrail Extensions Undlna -�•� 24.5.4 Exrensio : Handrails shall attend at least 12 inches (12" - 305mm) beyond the top and bottom of t- o t•t/4' the ram and shall be parallel with the Floor or to to P p ground surface (see Fig. 24d), except where the 1.112' i 1.112• 1.114" r- 1-112• extension would cause a safety hazard. I than 1'/ ' he mina! I'/" - 32mm' .4.5.5 Size: The handgrip portion of the handratl shall not be ess . tnc s no ( mm DEPTH HORIZI COLOR MOTT. I OTHER ' /a' A Sante 'Vi C 7/6 J32 SOIL ABSORPTION nor more than IY, inches nominal (1'h' - 38mm) in diameter. WELL �s' MINIMUM NUMBER OF 2" (MIN) CALIPER TREES 24 _ 8 = 3 No WATER ENCOUNTERED AT 7/r ELEV. - g7.d ZONE SYSTEM (SAS} NOD( 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval in cross-section. See Fig, 24t. BUT REQUIRE 1 PER 20' IN BUFFER = = 15 ADDITIONAL A1WST_ 9 R USCS PROBABLE WATER TABLE ELEV. - OBSERVED WATER TABLE ( / / ) ELEV - BOTTOM OF TEST HOLE ELEV. - 7 24.5.7 Surface: The gripping surface shall be free of any sharp or abrasive elements. LEGEND: DESIGN CALCULATIONS 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and f -- \ EXISTING SPOT ELEVATION 00.0 1= x t S rl "� Gr G o O y a ! p . t w �' o r' S To�/G�n+'"/. the wall shall be 1'h inches (i Y," a 38n m). Handrails may be located in a will recess if the recess �• EXISTING CONTOUR ----00---- 4 1.1 t4' is a maximum of three inches (3' a 76mm) deep and extends at least 18 inches (I8" - 457mm) above FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW to the top of the rail. See Fig. 24e. 1 \ FINAL CONTOUR (28 "fS X� _ /coo) 7J -3 9 T GAL/DAY 1.112•. SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY -000 GAL„ rei rN 3 - set CATCH \ UTILITY POLE -0 SOIILCLASSIFICATION SEPTIC TANK /J �T GAL TOWN WATER -W�W ' 14�BASIN CATCH BASIN �NJ DESIGN PERCOLATION RATE MIN./IN. GAS U c EFFLUENT LOADING RATE GAL/DAY/S.F. F. > CATCH y C.O. LEACHING AREA tax 2 * x277 x e � fT CLEAN OUT �� 9 S _ SQ.MIN FT. BASIN B I TL IM CESSPOOL C.P. Q I E , r s% LEACHING APACITY AREA X RATE) 3S 3 GAL/DAY . (M rN.) Handrail@ :'•...max CURB I �+NCiv%�a. s)C 2,.rJ .. 7 a RESERVE LEACHING CAPACITY 03 GAL/DAY (S-fr-�.7{� CA / NOTES. ' 1. ALL WORKMANSHIP AND MATERIALS SHAt1 CONFORM Tb D.E.P'. { TITLE 5 AND THE TOWN 'OF YAkmOldEd RULES'AND RAIL FENCE �l� / REGULATIONS FOR THE SUBSURFACE DISPO$AL-OF SEWAGE. _ 0r 1 2. ALL COVERS.TO SANLTARY'UNITS SHALL BE BROUGHT,TO WITHIN 6' OF FINISHED .GRADE LIGHT -� t r r r r n / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF POST 1^ " WITHSTANDING H=10 LOADING -UNLESS THEY ARE :UNDER.OR WITHIN 10 F7. -OP DRIVES OR PARKING, AREAS. 'H-20 LOADING SHALL BE USED' UNDER OR- WITHIN 10 FT. 'OF DRIVES OR PMVJNG AREAS, 4. ANY M'ASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ' • 200'+ROW EVERGREEN SHRUBS HANDICAP RAMP BE MORTARED N PACE 0 4-5'HI ON EVERGREEN DB MAX SLOPE 1.12 5.N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANT WITH PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 11'4 - Q DIST BOX �� �_� _ I 6. UMU71EOBTAINSUCH SHOWN ARE DETERMINATION ONLY,EXCAVA71ON CONTRACTOR PRIATE AUTHORITY. 9g,9 - _ - _ _ _ _ ��= _ _ y� SEE DETAIL ABOVE _ PROPOSED RESERVE IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 10" MAPL 199\ \ /i '771 i 7.7 _ i SOIL ABSORPTION 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION II `1 � I(. � '-'- _ - _ SYSTEM BITUM VAN ACCESSIBLE LEACH PIT ` "VAN ACCESSIBLE"-}1�' 0 �I I �I / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER CURB -- _ I \ II I �j EXISTING SEPTIC TANK -RAILROAD TIE WALL HANDICAP SPACE - -� ' HANDICAP "SIGN I _ -_ / IMMEDIATELY. --- - A. PARCEL IS IN FLOOD ZONE - s4Aeak 57., - _ - -- --- � � 4 LLT U SHOWN ON ASSESSORS MAP % / AS PARCEL V #"' / , i i�' 10. A11 UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH \' VAN ACCESSIBLE 0 �t I ROCK YRS WTERIAL AS SPECIFIED IN 310 CMR 15.255:(3). I� �\ �I - T TBM=99.3 11. NO CHANGE TO DRAINAGE PROPOSED { jl 8 SPACES / 10'X20' CTYP) I \ I) L I r ,LIGHT Ii 4 SPACES 1" POST I � � o I J o IJ t LIGHT 30 0 e\ t\� - ----- - - - ---- - -* II POST it I O� II ` DRYWELL EXISTIRS BUILDIRG - o cps � 0 !`, VALVE PVC DOW,• PIP o. C J / 1 PROPOSED �. _ SPRINKLER STORY ADDITION - / (tZ ELECTRIC CONTROL RAISE FOUNDATION = = 9`.9 ERGRO / EL 103.31 lot.L RR TIE /� N EL 103.31 #196 RETAINING- WALL b - _.___ _ .- UP i ° 7 4e J02.G7 ,02.6•Q � i I I TOP OF WALL EL 102.3 F 102.= - S760 2 PROPOSED BRICK � 1 Q ICATCH . LOA.^It;;= ' I ti RETAINING • C` t - -_ c K C BASIN ARE, _ - NEW BRICK WALK _ - '\ WALL j FC 100,3 SLEAVE WATER LINES Jl ' W/4" PVC �_II r c II �' I BRICK WALK F�IA ILL EXISTING 1,000 GAL PI7 w!3 OF STONE(min) „ �.e.,_ .�Le,cr ee2ow f V PER ORIGINAL DESIGN PLANS CCP/ -RETE I LOT X7.5 2 TREE F/tr3L� ! Il.96 sf JJ% f LIGHT -- a1- - --� ---= �_I_!1 I /!! 1 LIGHT POST (( POST L� 8" MAPLE C• . _f / I I / P �U p • I CONCRETE j 4 SPACES ( CURB 5' SHRUB +{ j- BIT.U_M CURB (TYP) III1J cQFC41, / / } / ,/,s1'AeOF (p1 CATCH ��"E I T;N. BS ` ` r 00 CFE t /r s.'. MONITORING t 9 8 / +EXISTING 1,000 GAT. PIT w/3 OF STONE (min) 177 5 /op _ I PER ORIGINAL DESIGN PLANS WELL \- - - O Fj STEEL COVERS MARKED 4" TREE B 1 TUM. CURB GAS LINE \ �l - _ - = MONITORING . 10" < 5' DIA Srt�bB ( WELL 03 �Ia MAPLE \ �- / I� VANLV SIGN2 2`r' POSTS Q 2� $RICK LIGHTS / REtY)VE PAVEAFNT `1 N E REVEGFTATE V ASPHALT CURB OLD TOW gDUSE ROAD YRB- \\ 14 TBM=100 0 O ' 2" TREE 1 WATER L% O 2" TREE GATE SPEED i \ 2" l o `� F LIMIT TREE 0 2" TREE SIGN CATCH EDGE OF PAVEMENT / �- BASIN 0 2" TREE STOP SIGN PROPOSED SITE PLAN r « 11� o iie�', �idrf•i J" r ti Dur"p ~ ' Z 0Gl14 F 1 0 L -D n w , APPROVED: BOARD OF HEALTH DATE AGENT ' PROPOSED SEPTIC DESIGN FOR THE STAY ISH CRo6p ROJECT LOCATION 196 CLD TCV19113USE ROAD ' ?EST YARPd1JUT'P?A• CRAIG R SHORT PROFESSIONAL ENGINEER 568= P.O. BOX 1044 98-8311 'SOU TH:DENNIS.' MASS 0266 DATE 3/773' 9 p SCALE I" = I o REwsEo S 35s�--I ,toe Ho. 1 2- 8 aS LOCATIONMAP REVISED SHEET 2 OF 2 ' 0 1998 CRAIG R, SHORT, P.E. sett Fv . 9a XMAX . 24.5 HANDRAILS MAX 0 OF STORIES 21S 22 203.4.1 1 X TO 1 Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301 .4.7 , VENTz' In NOT REQUIRED ac In so 24.5.1 Location: Handrails shall be provided along both sides of ramp segments. pARKDNGVSPACES� 24 16 301.5 3 1 CU' FT. OF 245.2 Heights: Handrails shall be provided in pairs, one at a height between 34 inches and 38 inchesCONCRETE ' Ci, 9S"ob CHOR ' T (34"-38864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" - 13 Ell EPEU a Ea3 0 0 U EJ 0 U Fj U I p aceta© Ed®6BEiEJ®eeJ�tc7 ' •24 ®®®@BBB©®B • ELEV.se 92 2 - 500 GALLON DRY WELLS STONE IN AN TRENCH FORMATION m 457mm-508mm), measured vertically from the surface of the ramp to top of handrail. Lcovet 24.5.3 Continuous surface: Handrails shall be continuous without interruption, except by doorways and ending I I @•vat I openings, so that a hand can move from end to end without interruption. S Handrail Extensions Undlna -�•� 24.5.4 Exrensio : Handrails shall attend at least 12 inches (12" - 305mm) beyond the top and bottom of t- o t•t/4' the ram and shall be parallel with the Floor or to to P p ground surface (see Fig. 24d), except where the 1.112' i 1.112• 1.114" r- 1-112• extension would cause a safety hazard. I than 1'/ ' he mina! I'/" - 32mm' .4.5.5 Size: The handgrip portion of the handratl shall not be ess . tnc s no ( mm DEPTH HORIZI COLOR MOTT. I OTHER ' /a' A Sante 'Vi C 7/6 J32 SOIL ABSORPTION nor more than IY, inches nominal (1'h' - 38mm) in diameter. WELL �s' MINIMUM NUMBER OF 2" (MIN) CALIPER TREES 24 _ 8 = 3 No WATER ENCOUNTERED AT 7/r ELEV. - g7.d ZONE SYSTEM (SAS} NOD( 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval in cross-section. See Fig, 24t. BUT REQUIRE 1 PER 20' IN BUFFER = = 15 ADDITIONAL A1WST_ 9 R USCS PROBABLE WATER TABLE ELEV. - OBSERVED WATER TABLE ( / / ) ELEV - BOTTOM OF TEST HOLE ELEV. - 7 24.5.7 Surface: The gripping surface shall be free of any sharp or abrasive elements. LEGEND: DESIGN CALCULATIONS 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and f -- \ EXISTING SPOT ELEVATION 00.0 1= x t S rl "� Gr G o O y a ! p . t w �' o r' S To�/G�n+'"/. the wall shall be 1'h inches (i Y," a 38n m). Handrails may be located in a will recess if the recess �• EXISTING CONTOUR ----00---- 4 1.1 t4' is a maximum of three inches (3' a 76mm) deep and extends at least 18 inches (I8" - 457mm) above FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW to the top of the rail. See Fig. 24e. 1 \ FINAL CONTOUR (28 "fS X� _ /coo) 7J -3 9 T GAL/DAY 1.112•. SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY -000 GAL„ rei rN 3 - set CATCH \ UTILITY POLE -0 SOIILCLASSIFICATION SEPTIC TANK /J �T GAL TOWN WATER -W�W ' 14�BASIN CATCH BASIN �NJ DESIGN PERCOLATION RATE MIN./IN. GAS U c EFFLUENT LOADING RATE GAL/DAY/S.F. F. > CATCH y C.O. LEACHING AREA tax 2 * x277 x e � fT CLEAN OUT �� 9 S _ SQ.MIN FT. BASIN B I TL IM CESSPOOL C.P. Q I E , r s% LEACHING APACITY AREA X RATE) 3S 3 GAL/DAY . (M rN.) Handrail@ :'•...max CURB I �+NCiv%�a. s)C 2,.rJ .. 7 a RESERVE LEACHING CAPACITY 03 GAL/DAY (S-fr-�.7{� CA / NOTES. ' 1. ALL WORKMANSHIP AND MATERIALS SHAt1 CONFORM Tb D.E.P'. { TITLE 5 AND THE TOWN 'OF YAkmOldEd RULES'AND RAIL FENCE �l� / REGULATIONS FOR THE SUBSURFACE DISPO$AL-OF SEWAGE. _ 0r 1 2. ALL COVERS.TO SANLTARY'UNITS SHALL BE BROUGHT,TO WITHIN 6' OF FINISHED .GRADE LIGHT -� t r r r r n / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF POST 1^ " WITHSTANDING H=10 LOADING -UNLESS THEY ARE :UNDER.OR WITHIN 10 F7. -OP DRIVES OR PARKING, AREAS. 'H-20 LOADING SHALL BE USED' UNDER OR- WITHIN 10 FT. 'OF DRIVES OR PMVJNG AREAS, 4. ANY M'ASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ' • 200'+ROW EVERGREEN SHRUBS HANDICAP RAMP BE MORTARED N PACE 0 4-5'HI ON EVERGREEN DB MAX SLOPE 1.12 5.N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANT WITH PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 11'4 - Q DIST BOX �� �_� _ I 6. UMU71EOBTAINSUCH SHOWN ARE DETERMINATION ONLY,EXCAVA71ON CONTRACTOR PRIATE AUTHORITY. 9g,9 - _ - _ _ _ _ ��= _ _ y� SEE DETAIL ABOVE _ PROPOSED RESERVE IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 10" MAPL 199\ \ /i '771 i 7.7 _ i SOIL ABSORPTION 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION II `1 � I(. � '-'- _ - _ SYSTEM BITUM VAN ACCESSIBLE LEACH PIT ` "VAN ACCESSIBLE"-}1�' 0 �I I �I / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER CURB -- _ I \ II I �j EXISTING SEPTIC TANK -RAILROAD TIE WALL HANDICAP SPACE - -� ' HANDICAP "SIGN I _ -_ / IMMEDIATELY. --- - A. PARCEL IS IN FLOOD ZONE - s4Aeak 57., - _ - -- --- � � 4 LLT U SHOWN ON ASSESSORS MAP % / AS PARCEL V #"' / , i i�' 10. A11 UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH \' VAN ACCESSIBLE 0 �t I ROCK YRS WTERIAL AS SPECIFIED IN 310 CMR 15.255:(3). I� �\ �I - T TBM=99.3 11. NO CHANGE TO DRAINAGE PROPOSED { jl 8 SPACES / 10'X20' CTYP) I \ I) L I r ,LIGHT Ii 4 SPACES 1" POST I � � o I J o IJ t LIGHT 30 0 e\ t\� - ----- - - - ---- - -* II POST it I O� II ` DRYWELL EXISTIRS BUILDIRG - o cps � 0 !`, VALVE PVC DOW,• PIP o. C J / 1 PROPOSED �. _ SPRINKLER STORY ADDITION - / (tZ ELECTRIC CONTROL RAISE FOUNDATION = = 9`.9 ERGRO / EL 103.31 lot.L RR TIE /� N EL 103.31 #196 RETAINING- WALL b - _.___ _ .- UP i ° 7 4e J02.G7 ,02.6•Q � i I I TOP OF WALL EL 102.3 F 102.= - S760 2 PROPOSED BRICK � 1 Q ICATCH . LOA.^It;;= ' I ti RETAINING • C` t - -_ c K C BASIN ARE, _ - NEW BRICK WALK _ - '\ WALL j FC 100,3 SLEAVE WATER LINES Jl ' W/4" PVC �_II r c II �' I BRICK WALK F�IA ILL EXISTING 1,000 GAL PI7 w!3 OF STONE(min) „ �.e.,_ .�Le,cr ee2ow f V PER ORIGINAL DESIGN PLANS CCP/ -RETE I LOT X7.5 2 TREE F/tr3L� ! Il.96 sf JJ% f LIGHT -- a1- - --� ---= �_I_!1 I /!! 1 LIGHT POST (( POST L� 8" MAPLE C• . _f / I I / P �U p • I CONCRETE j 4 SPACES ( CURB 5' SHRUB +{ j- BIT.U_M CURB (TYP) III1J cQFC41, / / } / ,/,s1'AeOF (p1 CATCH ��"E I T;N. BS ` ` r 00 CFE t /r s.'. MONITORING t 9 8 / +EXISTING 1,000 GAT. PIT w/3 OF STONE (min) 177 5 /op _ I PER ORIGINAL DESIGN PLANS WELL \- - - O Fj STEEL COVERS MARKED 4" TREE B 1 TUM. CURB GAS LINE \ �l - _ - = MONITORING . 10" < 5' DIA Srt�bB ( WELL 03 �Ia MAPLE \ �- / I� VANLV SIGN2 2`r' POSTS Q 2� $RICK LIGHTS / REtY)VE PAVEAFNT `1 N E REVEGFTATE V ASPHALT CURB OLD TOW gDUSE ROAD YRB- \\ 14 TBM=100 0 O ' 2" TREE 1 WATER L% O 2" TREE GATE SPEED i \ 2" l o `� F LIMIT TREE 0 2" TREE SIGN CATCH EDGE OF PAVEMENT / �- BASIN 0 2" TREE STOP SIGN PROPOSED SITE PLAN r « 11� o iie�', �idrf•i J" r ti Dur"p ~ ' Z 0Gl14 F 1 0 L -D n w , APPROVED: BOARD OF HEALTH DATE AGENT ' PROPOSED SEPTIC DESIGN FOR THE STAY ISH CRo6p ROJECT LOCATION 196 CLD TCV19113USE ROAD ' ?EST YARPd1JUT'P?A• CRAIG R SHORT PROFESSIONAL ENGINEER 568= P.O. BOX 1044 98-8311 'SOU TH:DENNIS.' MASS 0266 DATE 3/773' 9 p SCALE I" = I o REwsEo S 35s�--I ,toe Ho. 1 2- 8 aS LOCATIONMAP REVISED SHEET 2 OF 2 ' 0 1998 CRAIG R, SHORT, P.E. sett SOIL ABSORPTION nor more than IY, inches nominal (1'h' - 38mm) in diameter. WELL �s' MINIMUM NUMBER OF 2" (MIN) CALIPER TREES 24 _ 8 = 3 No WATER ENCOUNTERED AT 7/r ELEV. - g7.d ZONE SYSTEM (SAS} NOD( 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval in cross-section. See Fig, 24t. BUT REQUIRE 1 PER 20' IN BUFFER = = 15 ADDITIONAL A1WST_ 9 R USCS PROBABLE WATER TABLE ELEV. - OBSERVED WATER TABLE ( / / ) ELEV - BOTTOM OF TEST HOLE ELEV. - 7 24.5.7 Surface: The gripping surface shall be free of any sharp or abrasive elements. LEGEND: DESIGN CALCULATIONS 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and f -- \ EXISTING SPOT ELEVATION 00.0 1= x t S rl "� Gr G o O y a ! p . t w �' o r' S To�/G�n+'"/. the wall shall be 1'h inches (i Y," a 38n m). Handrails may be located in a will recess if the recess �• EXISTING CONTOUR ----00---- 4 1.1 t4' is a maximum of three inches (3' a 76mm) deep and extends at least 18 inches (I8" - 457mm) above FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW to the top of the rail. See Fig. 24e. 1 \ FINAL CONTOUR (28 "fS X� _ /coo) 7J -3 9 T GAL/DAY 1.112•. SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY -000 GAL„ rei rN 3 - set CATCH \ UTILITY POLE -0 SOIILCLASSIFICATION SEPTIC TANK /J �T GAL TOWN WATER -W�W ' 14�BASIN CATCH BASIN �NJ DESIGN PERCOLATION RATE MIN./IN. GAS U c EFFLUENT LOADING RATE GAL/DAY/S.F. F. > CATCH y C.O. LEACHING AREA tax 2 * x277 x e � fT CLEAN OUT �� 9 S _ SQ.MIN FT. BASIN B I TL IM CESSPOOL C.P. Q I E , r s% LEACHING APACITY AREA X RATE) 3S 3 GAL/DAY . (M rN.) Handrail@ :'•...max CURB I �+NCiv%�a. s)C 2,.rJ .. 7 a RESERVE LEACHING CAPACITY 03 GAL/DAY (S-fr-�.7{� CA / NOTES. ' 1. ALL WORKMANSHIP AND MATERIALS SHAt1 CONFORM Tb D.E.P'. { TITLE 5 AND THE TOWN 'OF YAkmOldEd RULES'AND RAIL FENCE �l� / REGULATIONS FOR THE SUBSURFACE DISPO$AL-OF SEWAGE. _ 0r 1 2. ALL COVERS.TO SANLTARY'UNITS SHALL BE BROUGHT,TO WITHIN 6' OF FINISHED .GRADE LIGHT -� t r r r r n / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF POST 1^ " WITHSTANDING H=10 LOADING -UNLESS THEY ARE :UNDER.OR WITHIN 10 F7. -OP DRIVES OR PARKING, AREAS. 'H-20 LOADING SHALL BE USED' UNDER OR- WITHIN 10 FT. 'OF DRIVES OR PMVJNG AREAS, 4. ANY M'ASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ' • 200'+ROW EVERGREEN SHRUBS HANDICAP RAMP BE MORTARED N PACE 0 4-5'HI ON EVERGREEN DB MAX SLOPE 1.12 5.N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANT WITH PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 11'4 - Q DIST BOX �� �_� _ I 6. UMU71EOBTAINSUCH SHOWN ARE DETERMINATION ONLY,EXCAVA71ON CONTRACTOR PRIATE AUTHORITY. 9g,9 - _ - _ _ _ _ ��= _ _ y� SEE DETAIL ABOVE _ PROPOSED RESERVE IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 10" MAPL 199\ \ /i '771 i 7.7 _ i SOIL ABSORPTION 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION II `1 � I(. � '-'- _ - _ SYSTEM BITUM VAN ACCESSIBLE LEACH PIT ` "VAN ACCESSIBLE"-}1�' 0 �I I �I / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER CURB -- _ I \ II I �j EXISTING SEPTIC TANK -RAILROAD TIE WALL HANDICAP SPACE - -� ' HANDICAP "SIGN I _ -_ / IMMEDIATELY. --- - A. PARCEL IS IN FLOOD ZONE - s4Aeak 57., - _ - -- --- � � 4 LLT U SHOWN ON ASSESSORS MAP % / AS PARCEL V #"' / , i i�' 10. A11 UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH \' VAN ACCESSIBLE 0 �t I ROCK YRS WTERIAL AS SPECIFIED IN 310 CMR 15.255:(3). I� �\ �I - T TBM=99.3 11. NO CHANGE TO DRAINAGE PROPOSED { jl 8 SPACES / 10'X20' CTYP) I \ I) L I r ,LIGHT Ii 4 SPACES 1" POST I � � o I J o IJ t LIGHT 30 0 e\ t\� - ----- - - - ---- - -* II POST it I O� II ` DRYWELL EXISTIRS BUILDIRG - o cps � 0 !`, VALVE PVC DOW,• PIP o. C J / 1 PROPOSED �. _ SPRINKLER STORY ADDITION - / (tZ ELECTRIC CONTROL RAISE FOUNDATION = = 9`.9 ERGRO / EL 103.31 lot.L RR TIE /� N EL 103.31 #196 RETAINING- WALL b - _.___ _ .- UP i ° 7 4e J02.G7 ,02.6•Q � i I I TOP OF WALL EL 102.3 F 102.= - S760 2 PROPOSED BRICK � 1 Q ICATCH . LOA.^It;;= ' I ti RETAINING • C` t - -_ c K C BASIN ARE, _ - NEW BRICK WALK _ - '\ WALL j FC 100,3 SLEAVE WATER LINES Jl ' W/4" PVC �_II r c II �' I BRICK WALK F�IA ILL EXISTING 1,000 GAL PI7 w!3 OF STONE(min) „ �.e.,_ .�Le,cr ee2ow f V PER ORIGINAL DESIGN PLANS CCP/ -RETE I LOT X7.5 2 TREE F/tr3L� ! Il.96 sf JJ% f LIGHT -- a1- - --� ---= �_I_!1 I /!! 1 LIGHT POST (( POST L� 8" MAPLE C• . _f / I I / P �U p • I CONCRETE j 4 SPACES ( CURB 5' SHRUB +{ j- BIT.U_M CURB (TYP) III1J cQFC41, / / } / ,/,s1'AeOF (p1 CATCH ��"E I T;N. BS ` ` r 00 CFE t /r s.'. MONITORING t 9 8 / +EXISTING 1,000 GAT. PIT w/3 OF STONE (min) 177 5 /op _ I PER ORIGINAL DESIGN PLANS WELL \- - - O Fj STEEL COVERS MARKED 4" TREE B 1 TUM. CURB GAS LINE \ �l - _ - = MONITORING . 10" < 5' DIA Srt�bB ( WELL 03 �Ia MAPLE \ �- / I� VANLV SIGN2 2`r' POSTS Q 2� $RICK LIGHTS / REtY)VE PAVEAFNT `1 N E REVEGFTATE V ASPHALT CURB OLD TOW gDUSE ROAD YRB- \\ 14 TBM=100 0 O ' 2" TREE 1 WATER L% O 2" TREE GATE SPEED i \ 2" l o `� F LIMIT TREE 0 2" TREE SIGN CATCH EDGE OF PAVEMENT / �- BASIN 0 2" TREE STOP SIGN PROPOSED SITE PLAN r « 11� o iie�', �idrf•i J" r ti Dur"p ~ ' Z 0Gl14 F 1 0 L -D n w , APPROVED: BOARD OF HEALTH DATE AGENT ' PROPOSED SEPTIC DESIGN FOR THE STAY ISH CRo6p ROJECT LOCATION 196 CLD TCV19113USE ROAD ' ?EST YARPd1JUT'P?A• CRAIG R SHORT PROFESSIONAL ENGINEER 568= P.O. BOX 1044 98-8311 'SOU TH:DENNIS.' MASS 0266 DATE 3/773' 9 p SCALE I" = I o REwsEo S 35s�--I ,toe Ho. 1 2- 8 aS LOCATIONMAP REVISED SHEET 2 OF 2 ' 0 1998 CRAIG R, SHORT, P.E. sett CA / NOTES. ' 1. ALL WORKMANSHIP AND MATERIALS SHAt1 CONFORM Tb D.E.P'. { TITLE 5 AND THE TOWN 'OF YAkmOldEd RULES'AND RAIL FENCE �l� / REGULATIONS FOR THE SUBSURFACE DISPO$AL-OF SEWAGE. _ 0r 1 2. ALL COVERS.TO SANLTARY'UNITS SHALL BE BROUGHT,TO WITHIN 6' OF FINISHED .GRADE LIGHT -� t r r r r n / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF POST 1^ " WITHSTANDING H=10 LOADING -UNLESS THEY ARE :UNDER.OR WITHIN 10 F7. -OP DRIVES OR PARKING, AREAS. 'H-20 LOADING SHALL BE USED' UNDER OR- WITHIN 10 FT. 'OF DRIVES OR PMVJNG AREAS, 4. ANY M'ASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ' • 200'+ROW EVERGREEN SHRUBS HANDICAP RAMP BE MORTARED N PACE 0 4-5'HI ON EVERGREEN DB MAX SLOPE 1.12 5.N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANT WITH PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 11'4 - Q DIST BOX �� �_� _ I 6. UMU71EOBTAINSUCH SHOWN ARE DETERMINATION ONLY,EXCAVA71ON CONTRACTOR PRIATE AUTHORITY. 9g,9 - _ - _ _ _ _ ��= _ _ y� SEE DETAIL ABOVE _ PROPOSED RESERVE IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 10" MAPL 199\ \ /i '771 i 7.7 _ i SOIL ABSORPTION 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION II `1 � I(. � '-'- _ - _ SYSTEM BITUM VAN ACCESSIBLE LEACH PIT ` "VAN ACCESSIBLE"-}1�' 0 �I I �I / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER CURB -- _ I \ II I �j EXISTING SEPTIC TANK -RAILROAD TIE WALL HANDICAP SPACE - -� ' HANDICAP "SIGN I _ -_ / IMMEDIATELY. --- - A. PARCEL IS IN FLOOD ZONE - s4Aeak 57., - _ - -- --- � � 4 LLT U SHOWN ON ASSESSORS MAP % / AS PARCEL V #"' / , i i�' 10. A11 UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH \' VAN ACCESSIBLE 0 �t I ROCK YRS WTERIAL AS SPECIFIED IN 310 CMR 15.255:(3). I� �\ �I - T TBM=99.3 11. NO CHANGE TO DRAINAGE PROPOSED { jl 8 SPACES / 10'X20' CTYP) I \ I) L I r ,LIGHT Ii 4 SPACES 1" POST I � � o I J o IJ t LIGHT 30 0 e\ t\� - ----- - - - ---- - -* II POST it I O� II ` DRYWELL EXISTIRS BUILDIRG - o cps � 0 !`, VALVE PVC DOW,• PIP o. C J / 1 PROPOSED �. _ SPRINKLER STORY ADDITION - / (tZ ELECTRIC CONTROL RAISE FOUNDATION = = 9`.9 ERGRO / EL 103.31 lot.L RR TIE /� N EL 103.31 #196 RETAINING- WALL b - _.___ _ .- UP i ° 7 4e J02.G7 ,02.6•Q � i I I TOP OF WALL EL 102.3 F 102.= - S760 2 PROPOSED BRICK � 1 Q ICATCH . LOA.^It;;= ' I ti RETAINING • C` t - -_ c K C BASIN ARE, _ - NEW BRICK WALK _ - '\ WALL j FC 100,3 SLEAVE WATER LINES Jl ' W/4" PVC �_II r c II �' I BRICK WALK F�IA ILL EXISTING 1,000 GAL PI7 w!3 OF STONE(min) „ �.e.,_ .�Le,cr ee2ow f V PER ORIGINAL DESIGN PLANS CCP/ -RETE I LOT X7.5 2 TREE F/tr3L� ! Il.96 sf JJ% f LIGHT -- a1- - --� ---= �_I_!1 I /!! 1 LIGHT POST (( POST L� 8" MAPLE C• . _f / I I / P �U p • I CONCRETE j 4 SPACES ( CURB 5' SHRUB +{ j- BIT.U_M CURB (TYP) III1J cQFC41, / / } / ,/,s1'AeOF (p1 CATCH ��"E I T;N. BS ` ` r 00 CFE t /r s.'. MONITORING t 9 8 / +EXISTING 1,000 GAT. PIT w/3 OF STONE (min) 177 5 /op _ I PER ORIGINAL DESIGN PLANS WELL \- - - O Fj STEEL COVERS MARKED 4" TREE B 1 TUM. CURB GAS LINE \ �l - _ - = MONITORING . 10" < 5' DIA Srt�bB ( WELL 03 �Ia MAPLE \ �- / I� VANLV SIGN2 2`r' POSTS Q 2� $RICK LIGHTS / REtY)VE PAVEAFNT `1 N E REVEGFTATE V ASPHALT CURB OLD TOW gDUSE ROAD YRB- \\ 14 TBM=100 0 O ' 2" TREE 1 WATER L% O 2" TREE GATE SPEED i \ 2" l o `� F LIMIT TREE 0 2" TREE SIGN CATCH EDGE OF PAVEMENT / �- BASIN 0 2" TREE STOP SIGN PROPOSED SITE PLAN r « 11� o iie�', �idrf•i J" r ti Dur"p ~ ' Z 0Gl14 F 1 0 L -D n w , APPROVED: BOARD OF HEALTH DATE AGENT ' PROPOSED SEPTIC DESIGN FOR THE STAY ISH CRo6p ROJECT LOCATION 196 CLD TCV19113USE ROAD ' ?EST YARPd1JUT'P?A• CRAIG R SHORT PROFESSIONAL ENGINEER 568= P.O. BOX 1044 98-8311 'SOU TH:DENNIS.' MASS 0266 DATE 3/773' 9 p SCALE I" = I o REwsEo S 35s�--I ,toe Ho. 1 2- 8 aS LOCATIONMAP REVISED SHEET 2 OF 2 ' 0 1998 CRAIG R, SHORT, P.E. sett 2 PROPOSED BRICK � 1 Q ICATCH . LOA.^It;;= ' I ti RETAINING • C` t - -_ c K C BASIN ARE, _ - NEW BRICK WALK _ - '\ WALL j FC 100,3 SLEAVE WATER LINES Jl ' W/4" PVC �_II r c II �' I BRICK WALK F�IA ILL EXISTING 1,000 GAL PI7 w!3 OF STONE(min) „ �.e.,_ .�Le,cr ee2ow f V PER ORIGINAL DESIGN PLANS CCP/ -RETE I LOT X7.5 2 TREE F/tr3L� ! Il.96 sf JJ% f LIGHT -- a1- - --� ---= �_I_!1 I /!! 1 LIGHT POST (( POST L� 8" MAPLE C• . _f / I I / P �U p • I CONCRETE j 4 SPACES ( CURB 5' SHRUB +{ j- BIT.U_M CURB (TYP) III1J cQFC41, / / } / ,/,s1'AeOF (p1 CATCH ��"E I T;N. BS ` ` r 00 CFE t /r s.'. MONITORING t 9 8 / +EXISTING 1,000 GAT. PIT w/3 OF STONE (min) 177 5 /op _ I PER ORIGINAL DESIGN PLANS WELL \- - - O Fj STEEL COVERS MARKED 4" TREE B 1 TUM. CURB GAS LINE \ �l - _ - = MONITORING . 10" < 5' DIA Srt�bB ( WELL 03 �Ia MAPLE \ �- / I� VANLV SIGN2 2`r' POSTS Q 2� $RICK LIGHTS / REtY)VE PAVEAFNT `1 N E REVEGFTATE V ASPHALT CURB OLD TOW gDUSE ROAD YRB- \\ 14 TBM=100 0 O ' 2" TREE 1 WATER L% O 2" TREE GATE SPEED i \ 2" l o `� F LIMIT TREE 0 2" TREE SIGN CATCH EDGE OF PAVEMENT / �- BASIN 0 2" TREE STOP SIGN PROPOSED SITE PLAN r « 11� o iie�', �idrf•i J" r ti Dur"p ~ ' Z 0Gl14 F 1 0 L -D n w , APPROVED: BOARD OF HEALTH DATE AGENT ' PROPOSED SEPTIC DESIGN FOR THE STAY ISH CRo6p ROJECT LOCATION 196 CLD TCV19113USE ROAD ' ?EST YARPd1JUT'P?A• CRAIG R SHORT PROFESSIONAL ENGINEER 568= P.O. BOX 1044 98-8311 'SOU TH:DENNIS.' MASS 0266 DATE 3/773' 9 p SCALE I" = I o REwsEo S 35s�--I ,toe Ho. 1 2- 8 aS LOCATIONMAP REVISED SHEET 2 OF 2 ' 0 1998 CRAIG R, SHORT, P.E. sett ti Dur"p ~ ' Z 0Gl14 F 1 0 L -D n w , APPROVED: BOARD OF HEALTH DATE AGENT ' PROPOSED SEPTIC DESIGN FOR THE STAY ISH CRo6p ROJECT LOCATION 196 CLD TCV19113USE ROAD ' ?EST YARPd1JUT'P?A• CRAIG R SHORT PROFESSIONAL ENGINEER 568= P.O. BOX 1044 98-8311 'SOU TH:DENNIS.' MASS 0266 DATE 3/773' 9 p SCALE I" = I o REwsEo S 35s�--I ,toe Ho. 1 2- 8 aS LOCATIONMAP REVISED SHEET 2 OF 2 ' 0 1998 CRAIG R, SHORT, P.E. sett