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Home My WebLink About83-1813 - Septic System Plan002r. Nigh •, �' WN . � - �� •'t• ,.. •. L � ' t ` ,A`` r .. "Y` ��/ Pude UiM�i �.Ir, ^1x y � H�,bo�� '�`•�� < a � • ]✓rrglevr 21.P°` [7I� ;', LEWT36rEAfjY rld4t. HN/dI LOCUS MAP Scale: I"= 20001 Average Grade - Street Sides For Building Height Verification: - Railway Bluffs Front Elevation Average Crude At Structure: [13.6'(167 +15.2'08')] / 54 = 14.73' - Bayview St. Left Side Elevation Average Grade At Structure: [12.1'(4) + 10.2'(29') + 11.1' (7)] / 40 - 10.55' / - Average of Both Street Front Gradew (14.73' + 10.55) / 2 - 12.64' - MAXIMUM ALLOWABLE BUILDING HEIGHT ELEVATION- 12.64' + 35' = 47.64' / STONE MASONRY WALL V y/ C CG- , r J SILT FENCE/HAY BALES N (LIMIT OF WORK) s EXISTING v-SPEjIL• S TO Fn N o WF/CD E4 i BE R`�MOVED / N/F THEODORE M & NANCY T. JOHNSON 8 RAILWAY BLUFFS W. YARMOUTH, MA. FLOOD ZONE LINES 0000, SCALED FROM a FIRM 250015 0005 D �O`, ILI ,gam PGS, N FLOOD ZONE Al2 o (EL 10) /EXTEND WALL UP SIDEP p VENT PIPE PROPERTY UNE NECESSARY gv`' 9 �, o / FOR BACKFlWNG '03", Q� 9s STONE MASONRY WALL[/Qm ATE 1 N 31'43 30 E11.5 TW 185.00' r s ` 11.OTW W N � •F � 0. 7 - --- -, I LI G -- SEPTIC SYSTEM CONSTRUCTION NOTES: GENERAL NOTES: 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WRH TITLE V OF THE STATE SANITARY 1.) LOCUS AREA IS COMPRISED OF : CODE DATED 4/21/06, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do REGULATIONS APPLICABLE 167 1 O DEED BOOK 11455 PAGE 230 167 BAYVIEW STREET (AKA) 1 RAILWAY BLUFFS, WEST YARMOUTH, MA., 02673 2. ANY CHANCE TO THIS PIAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION CERTIFICATE OF TITLE 148,685 MUST NOT BE CHANGED WITHOUT WRTTTEN PRIOR APPROVAL BY THE ENGINEER. LOT A O I.C. PIAN 14197-B (APRIL 12. 1946) � YARMOUTH ASSESSORS MAP 28 PARCEL 001 FLOOD ZONE B 3. WHEN REMOVAL OF EXISTING CONCRETE LEACHING CHAMBERS AND UNSUITABLE MATERIAL IS COMPLETE YARMOUTH JON PEtSSON NOTIFY ENGINEER FOR INSPECTION. 59 SALTEN POINT ROAD I I 4. WHEN .CONSTRUCTION IS COMPLETED, PRIOR TO BACKFttlING, NOTIFY THE BOARD OF HEALTH AGENT BARNSTABLIE, MA. 02630 I AND ENGINEER -FOR INSPECTION. OWNER: ANTHONY M. VIOLA 5. ALL SANTTARY`DISPOSAL SYSTEM PIPING TO BE 4' SCHED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. TRUSTEE OF VIOLA FAMILY TRUST Ln BOSTON, SUMMER STREET `� rn BO , MA, 02110 6. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE 'C HORIZON' . FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP 2.) PRIMARY BENCHMARK : (SEE PLAN) ELEVATION OF THE SAS. CIS7. INSLULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. PROJECT BENCHMARK: WORD roRM 11 BOLT ON HYDRANT DE TO THE LEFT OF THE PEN'), ON THE WEST ISIDE OF OCEAN STREET, Uq I 30 FEET WEST OF POLE 43139, IN FRONT OF HOUSE 401. 8. THE SEPTIC SYSTEM DESIGN DOES INCLUDE GARBAGE GRINDER DISPOSALS. 15 FEET NORTHWEST OF CENTERLINE OF OCEAN STREET. C4 ELEV. 9.80 (HCVD) C0 9. CAl�B< THE CONTRACTOR SHALL. CONTACT DIG SAFE (AT 1 -888 -DIG -SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE 3.) ZONING INFORMATION WOODEN BOLLARD-' - CONTRACTOR SFWJ_ DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY. OF ALL ZONING DISTRICT : R-25 r I ` DOSTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES VENT PIPES P I ARE SHOWN IN AN APPROXIMATE WAY ONLY. MAY NOT BE UUTTED TO THOSE SHOWN HEREON AND HAVE MINIMUM CURRENT ZONING REQUIREMENTS (1946 ZONING): PROPOSED I oNOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES 25000 (6500 S.F.) r17 UNDERGROUND TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE MIN. LOT AREA = S.F. '� ELECTRICAL ` MIN. LOT FRONTAGE - 20' (07 ) + CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM L 13 r , -'ISERVICE % PAW INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. FRONT YARD = 30' (307 125 TW z U3 \ AT UTLLRY CROSSINGS. VERIFY IN FIELD THE LOCATION / INVEIfS OF ELECTRIC, GAS. TELEPHONE & SIDE do REAR YARD = 15' / 20' (6' / 207 MAXIMUM LOT COVERAGE = 25% DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENMNEERS DIRECTION. THE 'O I �/P 44 /1 CONTRACTOR SHALL. PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 't-•___.UC'7� ! ; � 1'{{0.8' ' 4.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED TP 2 0� 10' j (MIN.) 10. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS TO BE NECESSARY' A TIRE SEARCH SHALL BE PERFORMED BY OTHERS. # l ' II DETERMINED BY THE APPROPRIATE UTILITY COMPANY Fp % + . ONNECT PROPOSED WATER 5.) THE PROP[R1Y INE NVFORMIATION SHOWN S BASED ON CURRENT AYAMBLE RtDX)RD .,y. c I` » INFORMATION CONSb7ING OF PLANS AND DEEDS. �z TOTAL ARFJ1 - - . ER1hC TO 8 WATER MAIN LEACHING AREAREQUIREMIIVTS / N - 0 2 ' I RAILWAY BLUFFS. 3 BEDROOM SVSTEAI THE DOSING FEAIIRF3 SHONTL HEREON WERE OBTAINED FROM AN ON TFO t3t0UND FIELD rn )' 15.863 SQ. FT. t o SURVEY PERFORMED BY BAXTER NYE ENGINEERING k SURVEYING FROM AUGUST 1. 2007 -/' b EXISTING CONCRETE fp NATE CONNECTION NITROGEN LOADING LIMITATION: NA /80 0.35 ACRES / _ ` - ; 20 MIN) ; G) I THROUGH AUGUST 1. 2 k 6. 2007. r� g ' Exlsr;rac ! LEACHING CHAMBERS j}{RMOUTH WATER RESIDENTIAL 3 BEDROOMS / / N x 1f0 GPD 1I v 1 , 1 / TO BE REMOVED DEP, RTMENT AS NECESSARY. 6.) COMMUNTIY PAID NUMBER: 250015 0005 b (7/2/92) / 4 O. ,r ns.. +\ TOTAL DESK;N FLOW =330 GPD THE FLOOD INSURANCE RATE ANAP DEFINES THIS AREA AS ZONES Al2 (EL 12) rn ; SPOILS 81 .91 4.0 `� SEE CONSTRUCTION ' 7 r '+ ml GARBAGE GRADER (NOT INCLUDED) = N/A & Al2 (ll 10) UPLAND AR = 1f it W 120" NOTE #3 HEREON n 15.2 ' I 1 (MIN.) 'WF/CD #3 15,189 SQ. t a -- - - - - I b Pc T RQ S T8 r I ( ) 7 s = ' O - - z PERC RATE = c2 MIN. /NCH CLASS 1 ENVIRONMENTAL INFORMATION O s i 6 ao -'- - F- 1 LIAR = 0.74 GPD/SF ) r / FLOOD ZONE Ali v o » s o +, < U-PU- i I MN LEACHING AREA OF SAS, REDLRRED • SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). ,` / (EL 10) m 11 LF 4 PVC $ z cc_ _ i N / i / �10.o TW m o S=5.56% P Q 1 > C 330 GPD/ 0.74 GPD/SF. - 446 S.F. MN. SITE IS NOT WnHIN AN AREA OF ESTIMATED WILDLIFE o ( D -B X I c I a �r • NHESP MAP OCTOBER 1, 2006 'ESTIMATED HABITATS OF RARE WILDUFE'� BRUSH VIF /CD ;,2 i EDGE Oji -1 s ",IETL_,;rdDS N/F TOWN O� Yr-RH�UTH PARK DEPT. 1146 ROUTI" 2.8 S. YARPAOUTH, MA. FLOOD ZONE Al2 �. (EL 12) 9� �� u7 lY 1 J a / -/ 4 CHAMBER UNITS FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10). FLOOD ZONE Al2 PROPOSED m w o 11 LF 4 PVC I .. l (EL 12) i ' ~_ n S=2.55% IZ o WITH 3' OF STONE ON SIDE, 1.75' OF STONE AT ENDS • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MMP RETAINING `a = ``I :6 toOCRWI. 2006 'CERTIFIED VERNAL POOLS.' / S y* , ~ oo SMALL AREA: (35.5' + 1072 x V DEPTH = 91 SF I lI WALL SEE v X PROPOSED 3 BEDROOM DWELLING o ��+vim IL HE ON i o SLAB ELEVATION=10.25 - }� , 9N w o ` i" BOTTOM AREA 5' x 1 =355 SF ° I o irj�2 ti (� DETAIL z a FINISHED FLOOR ELEVATION -19.45 g / M T _ ` 4= TOTAL EFFECTIVE _ ---Q SITE R Y HABITATS A PRIORITY HABITAT PER NHESP AUIP OCTOBER 1 2006 o ° ° if � k �Q I v 120 I c� SYSTEM DESIGN C+IPAGIYNG 446 SF x 0.74 GPD/SF=330 GPD SETTS ENDANGERED SPECIES ACT, GREGULATIONS (321 CMR10) ° °v / � a B LDING FOOTPRINT = 2,312 S.F. / I . SITE IS NOT WITHIN A STATE APPROVED ZONE If GROUND WATER RECHARGE M, ti I U` Q Q A- / ( 0 1' -L (n I 1 + I SEPTIC SIZING: GPD_LaEj1=M_awN TANK N 200X =660 GAL PROTECTION AREA 0 F: ,1 I Q Q �/ i I BUIL NG COVERAGE =15.2 /o I D m e io Grp V)�JC + EXISTING (10 MIN.) x= TP:: I �J ______-BREAKOUT / I ��OJJ'Q o i u 8 1 1GRAVEL 0' -1 A / �� O - '' \` 1 10.0'W i I PARING LOT ELEV.=ID.D ' Q v� \ 11 LF 4» PVC y I 35.5' X 10' S.A.S. WITH S=2.73% ° I ° I 4 PRECAST LEACHING 65.6' Ion_ - 40.0' i X %�1i CHAMBERS 120 10.2 T- to. t5.2 1 5' OVER DIG. SEE ' 100•'. s 10, -- 28.30 m ; CONSTRUCTION NOTES #3 PROp I II m DRIVEWAY 0 #6 HEREON 1 iC�\� WOODEN BOLLARD 1 r TYP. TO B PROPOSED E REMOVED 1.10 YT6� AN l << ^ RETAINING l STAIRS 1 # WALLS (Bl 1 TP +, 'o p 10' (MIN.) Y L \ OTHERS) _ N 8 l C �N ,o0'--': FLOOD ZONE LINES .� SCALED FROM FIRM 250015 0005 D HEADWALL TOW = 5.6 _ INV. = 1.96 w N s� FLOOD ZONE Al2 (EL 10) FIELD: -ANE I STAIRS. 175.63. &75 B '�-�` - o I 4 S 34'50'00" v BW, a �, U/P X10/2 W' \ 10.0 BW ' as 10.5 BW f 26.44' ---- - 10 ,(MIN.) �o s "' EDGE CMENT OF`VAV- o s , s 0 ��, s PROPOSED �1--- ' -W w W I W y� ` WATER SERVICE o9 + G BENCHMARK: `J W W W W W 6 W `�-- W - TAG BOLT"ANT i 33A s o9 EXISTING PAVEMENT 9 m �a M. = 1255 BAYVIEWSTREET' TO BE REMOVED APPROXIMATE AREAOF D -BOX, PUMP CHAMBER WATER GATE (TYP.) 40+1mT wm AND GREASE TRAP TO BE REMOVED 100.00' NOTES 1. WSTONE TO BE MORTARED IN PLACE (TYPICAL). 2 CONTRACTOR RESPONSE E FOR LOCATION OF UNDERGROUND UTILITIES. 3. CONTRACTOR TO ENSURE STABILITY OF WAIL 4. ENSURE SUBWADE IS COMPACID TO 95% P.D. 5. STONE TO 13E SUPPUFD BY BEAVER VALLEY STONE. DRY STONE WALL DETAIL DATE : 9/13/07 10.58 .-ter. r. r a r. r. SNALL BE W38UM DOUBLE TEST PIT 1 .. ••VERS ACT. 310 CMR (FOR IINSPIMTON.F ,. m STONE y... •+ _•-.• { 40 PVC38• MST 2' W BE LEVEL OFPAVEMENT , 11=11=II=tl=11=11=11�11=i� 11-II=I�IIFI1=11=fr=IMI=II=II- 11=N-1=11=I1=:I=t1=11-If=I1=11=Ilsl•y . 11=II=1T=1`=1I=N=1I=I1=I1-II=11=11=T II II 11=ll� .{IIII��III II11 �IT=111 11=11=11=tl=il=il=N=11=II- '1111�N=11=11=11=H=IILIIT 3- (ELEV 9.55) LOAMY SAND 6' ETN- OS' 255X LONGEST PFE LDVIN-11 LF �I iI I,yll �IIIIIII �I �I r PE4SMNE n=u-u=n=mL-n_n=11=1 a n- .��v=x-i,=1=n- 'I=u=N.,.11^il=n=Il-npil=p=�=il�.c ��u-n_trc=Lhi7 _IT=u=n=•=u-n t 1..gan-Ll-np 48' (ECFV 5.9) SAND NV OUT -11A BEDROOM SYSTEM "PROFILE RM UK C .,. - _. OS�i.SB>< r}IAIEf11N IUP fIEV 10.D CONCfE1E IF/IGMG CHAMBERS NOT • SCALE a a r J• _ DESIGNED BY: cnu PVC ;> s 4' SC H. 40 PVC NOTES: �`,-: "+' wwM• :r`-•yt WATER AT 90' (E EV 2.4) RATE= <2 MIN/IN RATE- <2 MIN/IN 7 1 •• 7 1 • DESIGNED •' ILOADING• •9 14' ~ NY 0I=10.17 SUMP • OUf 10A j NV N�9S f: �•: i}„ O C G •Dur• , ' r. ,, ,r• - 1&2 A013ROXNa TOP OF 2. SEPTIC7 DESIGNED wTTH OUT 17' DISPOSAL. ' 20' DIAI-- r . . lS �iiii�►I ®% CONCRETE LEACHING CHAMBER 1 ..rroar r., r- , rLE Mw .1 a' I r r' r ® ® l® ® 6 ® ® ® .ter. •• r. A r r - . r. r • SME ® ® FIMSNE) ;.�... .. ,'..moo'. Mw M F. oNm m Ir OF WOE COVERS , r r HT /�4�0�� .� a r r, r OAR r : , WAX r a > . a i s NOTES 1. WSTONE TO BE MORTARED IN PLACE (TYPICAL). 2 CONTRACTOR RESPONSE E FOR LOCATION OF UNDERGROUND UTILITIES. 3. CONTRACTOR TO ENSURE STABILITY OF WAIL 4. ENSURE SUBWADE IS COMPACID TO 95% P.D. 5. STONE TO 13E SUPPUFD BY BEAVER VALLEY STONE. DRY STONE WALL DETAIL CONICFEIE : STONE 1E1DW , r:• ,..'.•.::;:c...:eT:: SIOf1E BASE .: EL. -es D OwM .......:.,. ' ,•• :. •.- . : `:.. • S CRUSHEDmnvSM S1RlI ToION NOTE HER wo o ne 'C NORQON' 5' YM WASHED STONE •.S.- i .. J5 DOABLE R SOCK i AdkAwH AGENT) Air O Elev. 3.0 1,500 GALLON ONE -COMPARTMENT SEPTIC TANK DISTRIBUTION BOX Ro1ONDO 511500 OR EOUN. Ro1oN0o W-3 OR EOtuL SOIL ABSORPTION SYSTEM (SAS) LEACHING CHAMBER,-(MICAL) M BE INSTALLED ON A LEVEL STABLE BASE 70 BE NSUILED ON A LEVEL STABLE BASE SM TANK TO BE NBPECIED R CLEANED ANNUALLY 3 OUTLETS REOURFD - - - SOIL LOGS DATE : 9/13/07 4• SM 4C PVC11 1IV LF --CL= 1 BRUCE MURPHY TEST PIT 1 (mml Cesar of G.S.E. = 9.8 ONG.S.E. = 9.9 11 IF S-27JS (tAx W AIEDNED) y... •+ _•-.• { 40 PVC38• MST 2' W BE LEVEL OF'k-a4' DOUBLE INSTALL ONE MSPEL'TION PORT TO FILL ; GLEY1 5/10GY ; GRAVEL 3- (ELEV 9.55) LOAMY SAND 6' ETN- OS' 255X LONGEST PFE LDVIN-11 LF WASHED PFASIOIE ELEV-10.0 IWITiM er OF FINISH GRADE 48' (ECFV 5.9) SAND NV OUT -11A C1 : IOYR 6/3 ; COARSE SAND W 9*10.7 1 1"i. x OUT- IOA5 ` OS�i.SB>< r}IAIEf11N IUP fIEV 10.D CONCfE1E IF/IGMG CHAMBERS CONNECipN C2 : IOYR 7/2 : LSD FINE DESIGNED BY: cnu PVC ;> s 4' SC H. 40 PVC 128' (ELEV -0.77) �`,-: "+' wwM• :r`-•yt WATER AT 90' (E EV 2.4) RATE= <2 MIN/IN RATE- <2 MIN/IN RDtFORCEO 14' ~ NY 0I=10.17 SUMP • OUf 10A j NV N�9S f: �•: i}„ O C G C G <• O Fxr110Y OF ` CONICFEIE : STONE 1E1DW , r:• ,..'.•.::;:c...:eT:: SIOf1E BASE .: EL. -es D OwM .......:.,. ' ,•• :. •.- . : `:.. • S CRUSHEDmnvSM S1RlI ToION NOTE HER wo o ne 'C NORQON' 5' YM WASHED STONE •.S.- i .. J5 DOABLE R SOCK i AdkAwH AGENT) Air O Elev. 3.0 1,500 GALLON ONE -COMPARTMENT SEPTIC TANK DISTRIBUTION BOX Ro1ONDO 511500 OR EOUN. Ro1oN0o W-3 OR EOtuL SOIL ABSORPTION SYSTEM (SAS) LEACHING CHAMBER,-(MICAL) M BE INSTALLED ON A LEVEL STABLE BASE 70 BE NSUILED ON A LEVEL STABLE BASE SM TANK TO BE NBPECIED R CLEANED ANNUALLY 3 OUTLETS REOURFD - - - SOIL LOGS DATE : 9/13/07 SOIL EVALUATOR: YARMOUTH BOARD OF HEALTH AGENTS: STEVE MATSON, RE PHIL RLTIAUD BRUCE MURPHY TEST PIT 1 TEST PIT 2 of G.S.E. = 9.8 ONG.S.E. = 9.9 FILL ; GLEY1 5/10GY ; GRAVEL. FILL ; GLLYT 5/101GY ; FlBRIC 1' (ELEV 9.72) 1' (ELEV 9.82) FILL ; IOYR 4/3 ; GRAVELY FILL ; GLEY1 5/10GY ; GRAVEL 3- (ELEV 9.55) LOAMY SAND 9' (ELEV 9.15) FOL ; 10YR 7/6 : MEDIUM SAND B : IOYR 54 : GRAVMY LOAMY 59' (ELEV 4.88) 48' (ECFV 5.9) SAND FILL ; 10YR 5/2 ; MEDIUM SAND C1 : IOYR 6/3 ; COARSE SAND W/ TRACES OF 1 63' (ELEV 4.55) LOAM 90' (ELEV 24) C ; 10YR 7/2 ; COARSE SAND C2 : IOYR 7/2 : LSD FINE DESIGNED BY: cnu 33.5' 126' (ELEV -0.7) 128' (ELEV -0.77) WATER AT 84' (ELEV 2.8) WATER AT 90' (E EV 2.4) RATE= <2 MIN/IN RATE- <2 MIN/IN PERC AT 68' (ELEV 4.13) PERC AT 80' (ELEV 3.23) CLASS I SDIL CLASS I SUL TEST PR 3 TEST PTT 4 0• G.S.E = 9.8 0' G.S.E = 9.8 FILL ; IOYR 7/6 ; MEDIUM SAND FILL ; 10YR 7/6 : MEDIUM SAND 73' (DEV 3.72) 73' (ELEV 4.22) FILL ; IM 5/2 ; MEDIUM SAND FILL ; IOYR 5/2 ; MEDIUM SAND W/ TRACES OF W/ TRACES OF 79' (ELEV 3.22) LOAM 85' (ELEV 3.72) LOAM C ; toYR 7/2 ; CaARSE SAND C ; IOYR 7/2 ; COARSE SAND 127' (ELEV -0.78) 133• (ELEV -1.28) WATER AT 84' (ELEV 2.8) WATER AT 90' (ELEV 2.3) RATE= <2 MIN/N RATE= <2 MIN/IN CLASS I SOIL CLASS I SOIL .111..11. 61 G.,:. AI�> 7..h,1. • �:Lal. !r / • hl r •: 1 r r !r r r I r a. rrr•/ 1 a h` ` l li'7�I :•77 "0. '! dr X71 / ' •I V.: ••r air a• a r' �r m SITE LOCATION: 2 RAILWAY BLUFFS NJEST YARMOUTH, MA -9 02673 PREPARED FOR JON PERSSON 59 SALTEN POINT ROAD BARNSTABLE, MA 02630 f TITLE - - Proposed Septic System Plan BA=j R -ENGINEERING &SIRIVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 _ ��SNOFMgs`F9 10 0 10 20 moo+ MATTHEWW. °zaN EDD SCALE IN FEET +� SCALE: 1"= 10' $ 1.75" , 1.75' 4 . �.�� • 3%4-��wA§I�u �doi+E' rte. • _L-' Rose IA,ft E1MUM 10A' SDM /07/01 WATER SERVICE RELOCATED 2 ME 12/11/07 LOT COVERAGE 1 SM BY 10/" DATE ROJL NOTE ADDED REMARKS DRAWN BY: SQM DESIGNED BY: cnu 33.5' PLAN OF SOIL ABSORPTION SYSTEM WITH PRECAST LEACHING CHAMBERS NO WALE 3' --I 20' DIAI-- ®% ® r!" 1 30 ® ® ® ® ® l® ® 6 ® ® ® ® ® ® ® 04 ® ® .111..11. 61 G.,:. AI�> 7..h,1. • �:Lal. !r / • hl r •: 1 r r !r r r I r a. rrr•/ 1 a h` ` l li'7�I :•77 "0. '! dr X71 / ' •I V.: ••r air a• a r' �r m SITE LOCATION: 2 RAILWAY BLUFFS NJEST YARMOUTH, MA -9 02673 PREPARED FOR JON PERSSON 59 SALTEN POINT ROAD BARNSTABLE, MA 02630 f TITLE - - Proposed Septic System Plan BA=j R -ENGINEERING &SIRIVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 _ ��SNOFMgs`F9 10 0 10 20 moo+ MATTHEWW. °zaN EDD SCALE IN FEET +� SCALE: 1"= 10' $ "T 77D DATE: 9/28/07 0 V DRAWING NUMBER 0: 2007 2007-042 CML PLO 2007-042-PS.dw 2007-042:1 : , B 4 UWE /15/121 Rose IA,ft E1MUM 3 SDM /07/01 WATER SERVICE RELOCATED 2 ME 12/11/07 LOT COVERAGE 1 NO. SM BY 10/" DATE ROJL NOTE ADDED REMARKS DRAWN BY: SQM DESIGNED BY: cnu NECKED BY MWE "T 77D DATE: 9/28/07 0 V DRAWING NUMBER 0: 2007 2007-042 CML PLO 2007-042-PS.dw 2007-042:1 : , B