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Z I, 'o FINISH GRADE OVER FINISH GRADE 0 SEPTIC TANK _L --_e_-;_ pp p Pf P7 1:17: 12" MAX. _k C'/Ie, rle_< Z, -, 4 J'A v e r/;r AA 3 1?e s JVL L op/. L J_ If `7 14 lLra 17' A Al ,rwo U ./l m rS C7 PLOT PLAN � SC4LE-7 I ff"&-o 11 c. I. OR PVC li TEES 1500 —GALLON I PRECAST CONCRETE __H__10 REINFORCEDI 77171 �Z7 -In SEP TIC TANK INSTALL ON LEVEL BASE OUTLET PIPE LEVEL. FOR 2 FT. MIN. 0 0 DIS 7,RIDU TION BOX FINISH GRADE OVER �/ , /,-/ 1,9, S 4 4 4f INSTALL ON LEVEL BASE Year 4) S. ALL -A— og —8- UNSUITABLE MATERIAL jyXTHXN 5 FT. OF THE LEACHING FACILITY IS TO 'ED JYXTH CLEA 96 REMOVED AND RSIL�� N NOTA' EICA VA TE To ELEV.1"•151-rOR LOl'!EP TO REMOVE ALL IMPERVIOUS RXTEt-?IAL BENEATH E4EATH THE LEAC/- 11NG R EA PEPLACE EXCAVATED MATERIAL PITC! 1,3- OF 1/8"-1/2" CLEAN, CLAY FREE SAND RASHED PEASTONE A WASHED A ',� <, < �f , 3149 1, 1 7. ,3 CRUSHED STONE G EA 1ErilA L tb�j TtFs ,zPf 5ASEO ON NSVD ALL ELEV1,71ONS SHOi!N� 2. ALL PIPES IN THf S'IS TEM rfj'oj T BE CAST IRON 11A, 7 Pl T 'E 40 PIC. 9 OP SCHEDU� B po OF r- _�-A Tj-,l N -IS T 3E NOTIFIED 3. THE 0A p_IFtj CONSTRUCTION IS C0/4PLE7E PRIOR PERCOLATION RATE: To BA CKFIL L INS <2 MIN. /IN. 1,9, 4. ANY CHANGES IN THIS PLAN A."UST BE APPROVED #I TNESSED BY.' BY 714 HEAL TH AND CAPE 6 ISLANDS ADS �r BOARD OF AMY VON HONE SURVEYING CO., INC INSTALLATION SHALL L BE IN 5. MATERIALS AND INS YARMOUTH BPD. OF HEALTH DESIGN DA TA DA TE - COMPLIANCE ;- 'ITN7HEE STATE SANITARY APR, B. 1998 - - - - - - TITLE V - AND LOCAL APPLICABLE 7, � 7k NUMBER OF BEDROOMS 4 RULES AND REGULATIONS AND eo -2- DISPOSAL NO 6. NORTH ARROW IS FP0,41 RECORD PLANS C/ 7, 9) GARBAGE D 440 GAL. IS NOT TO BE USED FOR SOLAR PURPOSES 4 'y'Q z , J\ E 12 DAILY FL OW H47ARD ZONE— 1500 GAL. o' zP7. FLOOD TOPAI ABATER SEPTIC TANK PEO'D. 8. hA TER SUPPL Y. 1500 GAL. SEPTIC TANK PROVIDED 440 GPD. LEACHING PEOUIPED SIOE#ALL AREA =—S.F. S. F. X _ G/S. F. GPD. BOTTOM AREA = 606 S.F. .Y`\` �`\ �/� yi a j 606 -F- 606 S. F. X 0. 74 G/S. F. 445 GPD L EGEND `4� L EA CHING PROVIDED 445 GPD 4L ppopoSED EL EVA TION \ ��,a`-F-n{ ��- ��-�; -- /EXIS TINS CONTOUR SINGLE FAMILY RESIDENCE 6 T 03SER VA TION Pd T DISTRIBUTION .BOX PROPOSED SEPIA GE DISPOSA L S YS TEM _u JJ ,� .�. \ a _mPREPARED FOR % A 1��m IN VES TMEN T TPUS T �— �� , iro- �oj SEPTIC TAM< OLD CHA THAM RD - LOT 3 WIL L Oda/ 5 TPEE T RESERVE APER SOUTH YARMOUTH — MASS. DAVID CklA'RI E� Pa PE INVERT EL EVA TION Y4 c� D/. TE: A�lr -�51 5' CA PE & ISL ANDS ENGINEERING SUITE 2E NOTED A'A/ SCALE AS 133 FALMOUTH ROAD S 6 MASHPEE, MASS. PL A N NO - 0 T HSF P a. vv, BSMT FL. r7• Z -!r EL. 04:0 _k C'/Ie, rle_< Z, -, 4 J'A v e r/;r AA 3 1?e s JVL L op/. L J_ If `7 14 lLra 17' A Al ,rwo U ./l m rS C7 PLOT PLAN � SC4LE-7 I ff"&-o 11 c. I. OR PVC li TEES 1500 —GALLON I PRECAST CONCRETE __H__10 REINFORCEDI 77171 �Z7 -In SEP TIC TANK INSTALL ON LEVEL BASE OUTLET PIPE LEVEL. FOR 2 FT. MIN. 0 0 DIS 7,RIDU TION BOX FINISH GRADE OVER �/ , /,-/ 1,9, S 4 4 4f INSTALL ON LEVEL BASE Year 4) S. ALL -A— og —8- UNSUITABLE MATERIAL jyXTHXN 5 FT. OF THE LEACHING FACILITY IS TO 'ED JYXTH CLEA 96 REMOVED AND RSIL�� N NOTA' EICA VA TE To ELEV.1"•151-rOR LOl'!EP TO REMOVE ALL IMPERVIOUS RXTEt-?IAL BENEATH E4EATH THE LEAC/- 11NG R EA PEPLACE EXCAVATED MATERIAL PITC! 1,3- OF 1/8"-1/2" CLEAN, CLAY FREE SAND RASHED PEASTONE A WASHED A ',� <, < �f , 3149 1, 1 7. ,3 CRUSHED STONE G EA 1ErilA L tb�j TtFs ,zPf 5ASEO ON NSVD ALL ELEV1,71ONS SHOi!N� 2. ALL PIPES IN THf S'IS TEM rfj'oj T BE CAST IRON 11A, 7 Pl T 'E 40 PIC. 9 OP SCHEDU� B po OF r- _�-A Tj-,l N -IS T 3E NOTIFIED 3. THE 0A p_IFtj CONSTRUCTION IS C0/4PLE7E PRIOR PERCOLATION RATE: To BA CKFIL L INS <2 MIN. /IN. 1,9, 4. ANY CHANGES IN THIS PLAN A."UST BE APPROVED #I TNESSED BY.' BY 714 HEAL TH AND CAPE 6 ISLANDS ADS �r BOARD OF AMY VON HONE SURVEYING CO., INC INSTALLATION SHALL L BE IN 5. MATERIALS AND INS YARMOUTH BPD. OF HEALTH DESIGN DA TA DA TE - COMPLIANCE ;- 'ITN7HEE STATE SANITARY APR, B. 1998 - - - - - - TITLE V - AND LOCAL APPLICABLE 7, � 7k NUMBER OF BEDROOMS 4 RULES AND REGULATIONS AND eo -2- DISPOSAL NO 6. NORTH ARROW IS FP0,41 RECORD PLANS C/ 7, 9) GARBAGE D 440 GAL. IS NOT TO BE USED FOR SOLAR PURPOSES 4 'y'Q z , J\ E 12 DAILY FL OW H47ARD ZONE— 1500 GAL. o' zP7. FLOOD TOPAI ABATER SEPTIC TANK PEO'D. 8. hA TER SUPPL Y. 1500 GAL. SEPTIC TANK PROVIDED 440 GPD. LEACHING PEOUIPED SIOE#ALL AREA =—S.F. S. F. X _ G/S. F. GPD. BOTTOM AREA = 606 S.F. .Y`\` �`\ �/� yi a j 606 -F- 606 S. F. X 0. 74 G/S. F. 445 GPD L EGEND `4� L EA CHING PROVIDED 445 GPD 4L ppopoSED EL EVA TION \ ��,a`-F-n{ ��- ��-�; -- /EXIS TINS CONTOUR SINGLE FAMILY RESIDENCE 6 T 03SER VA TION Pd T DISTRIBUTION .BOX PROPOSED SEPIA GE DISPOSA L S YS TEM _u JJ ,� .�. \ a _mPREPARED FOR % A 1��m IN VES TMEN T TPUS T �— �� , iro- �oj SEPTIC TAM< OLD CHA THAM RD - LOT 3 WIL L Oda/ 5 TPEE T RESERVE APER SOUTH YARMOUTH — MASS. DAVID CklA'RI E� Pa PE INVERT EL EVA TION Y4 c� D/. TE: A�lr -�51 5' CA PE & ISL ANDS ENGINEERING SUITE 2E NOTED A'A/ SCALE AS 133 FALMOUTH ROAD S 6 MASHPEE, MASS. PL A N NO - 0 T HSF P TOP FNDN. EL. z /- o /— FINISH GRADE d'. /'fie �t•_r Sc n ..__ a� L A- o T 3 r � I DESIGN DA S d. E C it A L NO TES 1. ALL ELEVATIONS S:HOPN ARE BASED ON NSVD 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON y f '4 1 ev 2 (, y �) o •• _ ! 7,g) E Th -1Z 8OAP5 0= HEALTH MST SE NOTIFIED 7;7/x/ "''� �z yHEN CONSTRUCTION IS COMPLETE PRIOR DAILY FL OS/ 440 TO BACKFILLING A i -•0 D •p 4. ANY CHANGES IN LVIS PLAN (FUST SE APPROVED • BSMT FL . p.°:o o y /77, Z EL./ 3. o a.•. ,.o o A SURVEYING CO.. INC. 1 5. MATERIALS AND INSTALLATION SHALL BE IN LEA CHINS REGUIRED _ COMPLIANCE PITH TYE STI" -.TE SAKITAP.Y CODE - TITLE 'V - AND LOCAL APPLICABLE y r'+ V - Char•/e-t T t �- . C/i iq va rlr>i -�L <//•9J 7?" —v — — — — — � S. F. X G/S. F. = GPD. BOTTOM AREA = 606 S.F. /o/,; i/E 606 S. F. X 0. 74!,/S. F. = 445 GPD � LEACHING PROVIDED = 445 Tkncs f1( /'fie �t•_r Sc n ..__ a� L A- o T 3 r � I NOT TO SCALE FINISH GRADE OVER FINISH GRADE OYER DIST. BOX - SEPTIC TANK A7r cccn,7�nvr7/r- 12" MAX. �1ZF7Tn�CvPS�1T�tF71t�«%i n / OUTLET PIPE LEVEL 13 r7 FOR 2 FT. MIN. i C. I. OR PVC ,TEES I D; 1500 GALLONDIS i° 3PI'U TION ON BOX 0 9d INSTALL ON LEVEL BASE PRECA S T CONCRE TE a H= 10 REINFORCED D.� a.r,:4•ce�a:ba6':p;y..^u�d'a�4va•.pp .o;a�pa•e-•'pa-p.. .-/ D.9..-0.p•.°.P'...'P.•D.�O:O.:o..<.°... .Z, F,t02/.�°.�:Q_i'a.p P: /s��'-Y. a/t !".- G7bo/, SEPTIC TANK INSTALL ON LEVEL BASE ,�t7e e,17 sr7r c //y Ca ri1•j�+c" FINISH GRADE OVER —–r(r�0's'. ` Exp_ • .F_e __. J' . �' •III{ _ �_/ •/' y?S fir•. -L 7�./.� -J• ! 4 ,� � � ••q •,�r 1I 1 A 4 =A c Sir � -24 ALL �A. 6 -B- UNSUITABLE MATERIAL WITHIN 5 FT. OF THE LEACHING FACILITY IS TO BE REMOVED AND REPLACED WITH, CLEAN SAND 1 , _ NOTE: EXCA VA TE TO EL EV. /s"/ r OR L O,hER TO REMOVE ALL IMPERVIOUS - � _ —• ten -- � � � ��� � MATERIAL BENEATH THE LEACHING AREA REPLACE EXCAVATED MATERIAL WITH, \ A - •' �-_:-" ,_Ir- /8"-1/2" CLEAN, CLAY FREE SAND \ \ �� d b / 9 WASHED PEASTONE DESIGN DA S d. E C it A L NO TES 1. ALL ELEVATIONS S:HOPN ARE BASED ON NSVD 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON y f '4 1 ev 2 (, y �) o •• _ ! 7,g) E Th -1Z 8OAP5 0= HEALTH MST SE NOTIFIED 7;7/x/ "''� �z yHEN CONSTRUCTION IS COMPLETE PRIOR DAILY FL OS/ 440 TO BACKFILLING s,,.ri % 4. ANY CHANGES IN LVIS PLAN (FUST SE APPROVED 1500 GAL. AIL p, SEPTIC TANK PROVIDED SURVEYING CO.. INC. 1 5. MATERIALS AND INSTALLATION SHALL BE IN LEA CHINS REGUIRED _ COMPLIANCE PITH TYE STI" -.TE SAKITAP.Y CODE - TITLE 'V - AND LOCAL APPLICABLE NOT TO SCALE FINISH GRADE OVER FINISH GRADE OYER DIST. BOX - SEPTIC TANK A7r cccn,7�nvr7/r- 12" MAX. �1ZF7Tn�CvPS�1T�tF71t�«%i n / OUTLET PIPE LEVEL 13 r7 FOR 2 FT. MIN. i C. I. OR PVC ,TEES I D; 1500 GALLONDIS i° 3PI'U TION ON BOX 0 9d INSTALL ON LEVEL BASE PRECA S T CONCRE TE a H= 10 REINFORCED D.� a.r,:4•ce�a:ba6':p;y..^u�d'a�4va•.pp .o;a�pa•e-•'pa-p.. .-/ D.9..-0.p•.°.P'...'P.•D.�O:O.:o..<.°... .Z, F,t02/.�°.�:Q_i'a.p P: /s��'-Y. a/t !".- G7bo/, SEPTIC TANK INSTALL ON LEVEL BASE ,�t7e e,17 sr7r c //y Ca ri1•j�+c" FINISH GRADE OVER —–r(r�0's'. ` Exp_ • .F_e __. J' . �' •III{ _ �_/ •/' y?S fir•. -L 7�./.� -J• ! 4 ,� � � ••q •,�r 1I 1 A 4 =A c Sir � -24 ALL �A. 6 -B- UNSUITABLE MATERIAL WITHIN 5 FT. OF THE LEACHING FACILITY IS TO BE REMOVED AND REPLACED WITH, CLEAN SAND 1 , _ NOTE: EXCA VA TE TO EL EV. /s"/ r OR L O,hER TO REMOVE ALL IMPERVIOUS - � _ —• ten -- � � � ��� � MATERIAL BENEATH THE LEACHING AREA REPLACE EXCAVATED MATERIAL WITH, \ A - •' �-_:-" ,_Ir- /8"-1/2" CLEAN, CLAY FREE SAND \ \ �� d b / 9 WASHED PEASTONE :L ,r? . ` �.s , /y c ter^P SO' AR PJRPOor- r .� !n / r /7 /� C ✓ YJ O r) - o 7474 1 IS NOT TO B U ya FO , .. .. d, * o a / 1 7. . FL DOD HAZARD ZOj'!E S. WA TER SUPPLY O i{/ t'A TER A 744 F \\y y s S Jn m es r�l e7 H7/! /�_ PLOT PLAN _ SCBE:- 1 "" �D �e✓Avr /? Sc. /✓i to //q , \, �1` 6.5-a .sem\ ✓� r �' ��c PROPOSED ELEYA TION ,\ /f��'/r✓A.I }' it-YcV'\ EXISTING CONTOUR '\ OBSERVA TICA' PIT / �, ❑ DISTRIBUTION BOX $$ o o' SEPTIC TANK \ RESERVE ARIA 8`.. . j { \ I PIPE INVERT ELEVATION 4 Ile !,hUP I. SEC PCL—,l LOT HSE '( 4d 4 d g A 314" - 1-1/2" HASHED n 9 � I �"'r, ,� d d � �I . CRUSHED STONE ---/ o /7.3 S Da.,•SEP V'1 TION PI 7 PERCOL A TION PATE* <2 MIN. /IN. WITNESSED BY.• AMY VON HONE 7 vnar /Z..P YARMOUTH BRD. OF HEALTH DESIGN DA S d. E C it A L NO TES 1. ALL ELEVATIONS S:HOPN ARE BASED ON NSVD 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON y f '4 OR SChEDU_c ev 2 (, y �) o •• _ ! 7,g) 3. Th -1Z 8OAP5 0= HEALTH MST SE NOTIFIED "''� �z yHEN CONSTRUCTION IS COMPLETE PRIOR DAILY FL OS/ 440 TO BACKFILLING s,,.ri % 4. ANY CHANGES IN LVIS PLAN (FUST SE APPROVED 1500 GAL. BY THE BOARD OF HEAL TH AND CAPE 6 ISLANDS p, SEPTIC TANK PROVIDED SURVEYING CO.. INC. 1 5. MATERIALS AND INSTALLATION SHALL BE IN LEA CHINS REGUIRED _ COMPLIANCE PITH TYE STI" -.TE SAKITAP.Y CODE - TITLE 'V - AND LOCAL APPLICABLE �1 ✓� G RULES AND PEO UL A TIONS ' 6. NORTH ARROt' IS FRO}1 RECORD PLANS AND :L ,r? . ` �.s , /y c ter^P SO' AR PJRPOor- r .� !n / r /7 /� C ✓ YJ O r) - o 7474 1 IS NOT TO B U ya FO , .. .. d, * o a / 1 7. . FL DOD HAZARD ZOj'!E S. WA TER SUPPLY O i{/ t'A TER A 744 F \\y y s S Jn m es r�l e7 H7/! /�_ PLOT PLAN _ SCBE:- 1 "" �D �e✓Avr /? Sc. /✓i to //q , \, �1` 6.5-a .sem\ ✓� r �' ��c PROPOSED ELEYA TION ,\ /f��'/r✓A.I }' it-YcV'\ EXISTING CONTOUR '\ OBSERVA TICA' PIT / �, ❑ DISTRIBUTION BOX $$ o o' SEPTIC TANK \ RESERVE ARIA 8`.. . j { \ I PIPE INVERT ELEVATION 4 Ile !,hUP I. SEC PCL—,l LOT HSE '( 4d 4 d g A 314" - 1-1/2" HASHED n 9 � I �"'r, ,� d d � �I . CRUSHED STONE ---/ o /7.3 S Da.,•SEP V'1 TION PI 7 PERCOL A TION PATE* <2 MIN. /IN. WITNESSED BY.• AMY VON HONE 7 vnar /Z..P YARMOUTH BRD. OF HEALTH DESIGN DA TA DATE. APR_B_1998 NUMBER OF BEDROOMS '4 ev 2 (, y �) o •• _ ! 7,g) GARBAGE DISPOSAL NO "''� �z DAILY FL OS/ 440 GAL. s,,.ri % SEPTIC TANK PEG 'D. 1500 GAL. iovn r SEPTIC TANK PROVIDED 1500 GAL. I LEA CHINS REGUIRED 440 SPD. G o d, •_ syr SIDEWALL AREA = S. F. <//•9J 7?" —v — — — — — ;r ' /, 9) S. F. X G/S. F. = GPD. BOTTOM AREA = 606 S.F. /o/,; i/E 606 S. F. X 0. 74!,/S. F. = 445 GPD LEACHING PROVIDED = 445 GPD SINGLE FA MIL Y RESIDENCE 6 PROPOSED SEiIAGE DISPOSAL SYSTEM PREPARED FOR OLD CHA THAM R,D. INVESTMENT TRUST LOT 3 WILLOW STREET SOUTH YARMOUTH — MASS. DA TE.' Mar I / 9 98 SCALE AS NOTED PLAN NO. sos-os�8 CAPE & ISLANDS ENGINEERING 133 FALMOUTH ROAD - SUITE 2E MASHPEE,- MASS. se