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HomeMy WebLinkAbout2 Railway Bluffs Proposed Septic System Plan 2a LOCUS MAP s R I BRUSH ew rt�Bluff.A � t , `) `LEW7 7nB;AY Scale: 1" = 2000' Average Grade - Street Sides For Building Height Verification: - Railway Biwa Front Elevation Averoge Grade At S&wture: [13.6'(167 +15.2•(38')] / 54 - 14.73' - Bayview SL Left Side Elevation Average Grade At Stnrcture: [12.1'(47 + 10.2'(297 + 11.1' (7)] / 40 - 10.55- - Average of Both Street Fmnt Grades: (14.73' + 10.55) / 2 = 12.64' - MAXIMUM ALLOWABLE BUILDING HEIGHT ELEVATION: 1264' + 35' = 47.64' - PILE COPY SEPTIC SYSTEM CONSTRUCTION NOTES: GENERAL NOTES : SYSTEM COMPONENTS SMALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY N/F THEODORE M & NANC T. JOHNSON / 8 RAILWAY BLUFFS W. YARMOUTH, MA. FLOOD ZONE LINES SCALED FROM FIRM 250015 0005 D �p , a m Lu "' FLOOD r PP w (E EXTEND WALL UP SIDE VENT PIPE PROPERTY LINE NECESSARY �gvs ��e O+ �� • v Q '-_0 , UNDERGROUND To BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE MIN. LOT AREA - 25,000 S.F. (6,500 S.F.) �I STONE MASONRY WALL FOR BACKFILLING G� n A A '� ELECTRICAL C'ONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM MIN. LOT FRONTAGE - 20' (0) ATE STONE MASONRY WALL T 'SERVICE PIAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE RET)ESw FRONT YARD = 30' (30) N 31'43 30 E - 11.5 TW 12.5 TW 3 0 I ,3 \ A7 LRILRY CROSSINGS. VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS. TELEPHONE Qt SIDE k RF1Ut YARD = 15'/20 ' (6-1201 cs� SILT FENCE/HAY BALES 185.00 c �_ MAXIMUM LOT COVERAGE = 25% c •' .s ^ 11.oTW `b ( � w W �/ /P 4 1 DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTIONI. THE (LIMIT OF WORK) o TW _ N I ucE� GE ' R SHALL PRESERVE ALL UNDERGROUND LRILRIES AS REQUIRED. 4.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED £ -- - -- -� - 40.5 0 10.8 n m s EXIS)ING - �P#2 .oma 10' (MIN.) 1DETTHE MNPROPOSED CONNECTIONS HEREON ARE SCFLEMATIC. FINAL LAYOUT SWILL BE AS 1C1 BE NECESSARY A TITLE sE%IRfY1 swUM BE PERFORMED BY OTHERS. WF CD u4 6 - ILS TO / / 14.0' \ �o / r BE Fl MOVED / c ICON ECT PROPOSED WATER 5.) THE PROPERTY LINE WMTKIN NGINFOWTKINPLA STAND E BASED ON CURRENT AVAILABLE RECORD TOTAL AREA I e - _ o ERVICE TO 8 WATER MAIN LEACHING AREA REQUIREMENTS OF PUNS AND DEEDS. C) / 'N� e ; •� 2 > ' ,� IN RAILWAY BLUFFS. 3 BEDROOM sysTEt,1 THE EXr W FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD m 15,883 SQ. FT. t / �� eo EXISTING CONCRETESURVEY PERFORMED BY BAXTER NYE ONGIHEL78NG & SURVEYING FROM AUGUST 1. 2007 > rp 0.35 ACRES 1 - , ; LEACHING CHAMB S 20 IN.) �, glNATE CONNECTION N LOADING LLMrra p EXISTING ' N VtHRMOUTH WATER DIROl1GH AUGUST L 2 & &2007. TO BE REMOVED 1 x Ito GPD/BEDRDOM SPOILS / DL•PARTMENT AS NECESSARY. 6.) COMMUNITY PANEL NUMBER: 250015 0005 D (7/2/92) F., e1.s 4.0• SEE CONSTRUCTIO 4A' r N : rota DFs►cN Flow = 33o GPD r" z UPLAND AR c r ¢ / ' NOTE #3 HEREON GARBAGE GRINDER (� ��) = N/A THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES AL2 (EL 12) s"!F/CD #3 r 15,189 S0. t // j Q 12 / �- ` - - 0 15.2 f I Q TC T RQ S TE 1 (MIN' I &AL2 (E1 10 FERC RATE = c2 MIN. / IN(3N (CLASS 1) ''1 -s 1 .'. , .,� m - r - -' -- _ , LTAR = 0.74 GPD/S.F 7.) ENVIRONMIDIRAL r 29 ' / FLOOD ZONE AL2' v zo ti s v - _ o. Q �- n (0. 10) z I= A 11 LF 4 PVC w , Z I • SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). Go S N / 110.0 TW o m o S=5.56% $ r' D -B X I 1' ¢ W I ¢ �• 330 GPD/ 0.74 GPD/S.F. F =446 S.F. MIN. •SITE IS N07 WITHIN AN AREA OF ESTIMATED WIBITA7 OF RARE WILDLIFE PER WF/CD #2 IL EDGE OF 1 s WETLANDS WF /CD #1 N/F TOWN OF 1 'NTH PARK DEPT. 1146 ROUTE 28 S. YARMOUTH. MA. FLOOD ZONE Al2 (EL 12) NHESP MAP OCTOBER 1. 2006 'ESTIMATED HABITATS OF RARE WILDLW FLOOD ZONE Al2 w I v w FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10).' 1 PROPOSED I m � S ,' 11 LF 4" PVC I Z cn w, o PROPOSED �°`r' "C 4 PRECAST CONCRETE CHAMBER UNITS (EL 12) RETAINING < Q _ S=2.55% t ;rt w WITH 3' OF SUE ON SIDE, 1.75' OF STONE AT ENDS PROPOSED 3 BEDROOM DWELLING � S SITE Dob NOT CONTAIN A CERTIFIED VERNAL POOL PER N14[SP MAP SF ,/ ~ � � OCTOBERI 2006 CERTIFIED VERNAL POOLS.' WALL SEE 0 x n o SIDEWALL. AREA (35.5' + 10)2 z 1 DEPTH = 91 SF 6� / Sl 146 ELEVATI 10.25 s o w n o DETAIL HE ON I r w L' m r BOTTOM ARFA• _(35.5' x 10) a 355 PROM PER n ° '•O e ° ' i Ca ~ �� / ' 1 = d 120 FINISHED FLOG LfVATIC} =19.45 �•jj' i I C TOTAL EFFECTIVE LEACHING AREA - 446 SF FSRIORITYY HABITATS F0 EESSPEGESSw FORSPSPECIES UONDER t. 2006 �`./ THE MASSACHUSETTS ENDANGERED SPECIES ACT REGULATIONS 321 CMRIO �� ~ T I CJ Q 8.0' , , a a a o Q / ' m , SYSTEM DESIGN CAPACITY 446 SF x 0.74 GPD/SF 330 GPD ( ) � _ t+ I v o �� ' / ^ ¢ B LDING FOOTPRINT = 2,312 S.F. I u rr t mn o fiF: Q 2 7 / / ( i - i BUIL NG COVERAGE =15.2% i 1'. -I En t ' . ? I t>� I SEPTIC TANK SIZING 330 GPD x 200X = 660 GAL PROTECTION A STATE APPROVED ZONE II GROl1ND WATER RECHLARGE I �Q J��e� \ s c EXISTING {1O MIN.) �� L . 0 o J USE 1500 GALLON TANK MN. i I o J Q y t m GRAVEL TP 3 j. 'a r ---BREAKOUT r6 0 Pj kI 10.0 TW ' PARKING LOT ELEV.=10.0 ' V rii J 11 LF 4" PVC _ s_ i �0 35.5' X 10' S.A.S. WITH S=2.73% 4 PRECAST LEACHING / 85.6' }, 7 40.o x a CHAMBERS 120 - 10. 15.2 ' pp' : rA9 10.2' -'-- --- CL 1 5 OVER DIG. SEE j 10 , 28'3 FM*1 i CONSTRUCTION NOTES #3 I m l rKU 4.�' I � � -'& #6 HEREON , wly i ',1 DRIVEWAY I m� WOODEN BOLLARD 8 I I 1105 0 PROPOSED I CP I TO BE REMOVED I•TO WEA �I J^ RETAINING STAIRS I ,° t / ', WALLS (BY �� i TP #1 �\ ,� 10 (MIN.) 1 ' ✓ OTHERS) / I I N ` 8 �� , �♦n� i I sI / "o,- - - -t - / / C, ass `FIELd NE - - - - _ _ c J1 s e _ STAIRS T m s8.7 -75 63' It U/P ii0/2 a _ - - _ - - �\ S 34'50'00` W v 9w :o w� b \ 1 0 BW a° 10.5 BW 1 s . �' °' ` I r .�• 26.44 -FLOOD ZONE LINES a� o ------ �\ 6 \ 's t EDGE- - ts�`(MIN.�) 1-NSCALED FROM �EMENTFI_OOD ZONE FIRM 250015 0005 D PROPOSED(EL 10) s p 00 �N�9 ♦\ A� �� 1� _ SOIL LOGS 1. ALL DSS 4/21/06,E AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & 1.) LOCUS AREA IS COMPRISED OF : STEVE MATSON, P.E. PHIL RENAUD I REGULAI PARCEL 1 O DEED BOOK 11455 PAGE 230 ' G.S.E. = 9.8 I FILL ; GIEYT 5/LOGY ; GRAVEL 167 &1YVIEW STREET (AKA) 1 RAILWAY BLUFFS, WEST YARMOUTH, MA, 02673 I- (ELEV 9.72) 1' (ELEV 9.62) 2. ANY CHANGE TD THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION MFORMATKIN CERTIFICATE OF TIRE 148,685 3' (ELEV 9.55) LOAMY SAND 9' (ELEV 9.15) MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER, LOT A O L.C. PLAN 14197-B (APRIL 12, 1946) 59' (ELEV 4.88) c� FILL ; IOYR 5/2 ; MEDIUM SAND YARMOUTH ASSESSORS MAP 28 PARCEL. 001 W/ TRACES OF FLOOD ZONE B 3. WHEN REMOVAL OF EXISTING CONCRETE LEACHING CHAMBERS AND UNSURA KE MATERIAL IS COMPLETE, 90' (ELEV 2.4) C ; IOYR 7/2 ; COARSE SAND C2 ; IOYR 7/2 ; LAM FINE NOTIFY ENGINEER FOR INSPECTION. APPLKNNT. JON PERSSON 126' (ELEV -0.7) 128' (ELEV -0.77) WATER AT 84' (ELEV 2.8) 59 POINT ROAD RATE- <2 MIN/IN I I 4. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT EIARNSTABLSTABL E, MA., 02630 CLASS I SOIL \`` I AND ENGINEER FOR INSPECTION. OWNER: ANTHONY M. VIOLA ' 5. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. TRUSTEE E VIOLA FAMILY TRUST 655 SUMMER STREET NO SME N 'C BOSTON, MA., 02110 0 ISURROUNDING 6. EXCAVATE UNSUITABLE MATERIA. AS NOTED, TO THE HORIZON' , FOR A HORM DISTANCE OF 5 THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 M THE TOP 01 3r (nm emw YO 2.) PRIMARY BENCHMARK : (SEE PLAN) ELEVATION OF THE SAS. PROJECT BDNCHMARK : RM 11 BOLT ON HYDRANT (LOCATED TO THE LEFT OF THE 111 6' OF�.� r- , - 7. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 OF COVER. WORD OPEN') ON THE WEST SDE OF OCEAN STREET, 74 ri I 8. THE SEPTIC SYSTEM DESIGN DOES INCLUDE GARBAGE GRINDER DISPOSALS. 30 FELT WEST OF POLE 43/39, IN FROM OF MOM 401, 15 FEET NORTHWEST OF CENTERLINE OF OCEAN STREET: ,•E " ELEV. 9.80 (NOM) CID 9. CAUTION. THE CONTRACTOR SWUM CONTACT DIG SAFE (AT 1 -888 -DIC -SAFE) AND UTILITY COMPANIES NE AL2 rn -+ o ___ T4 TD LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE 3.) ZONING INFORMATION v-.a,..,w..+,ar.�weu..w,�vsrwr. . 0) WOODEN BOLLARD -"- -� CONTRACTORSMALLDETERMINE THE EDUCT LOCATION, BOTH HOWONTALLY AND VERTICALLY, OF ALL ZONING DANT : R-25 r IEXISTING VENT PIPES I PROPOSED I v UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR rrs REPRFSENTAV THE CONTRACTOR AGREES MINIMUM CURRENT ZONING REQUIREMENTS (1946 ZONING): • v Q '-_0 , UNDERGROUND To BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE MIN. LOT AREA - 25,000 S.F. (6,500 S.F.) �I STONE MASONRY WALL FOR BACKFILLING G� n A A '� ELECTRICAL C'ONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM MIN. LOT FRONTAGE - 20' (0) ATE STONE MASONRY WALL T 'SERVICE PIAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE RET)ESw FRONT YARD = 30' (30) N 31'43 30 E - 11.5 TW 12.5 TW 3 0 I ,3 \ A7 LRILRY CROSSINGS. VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS. TELEPHONE Qt SIDE k RF1Ut YARD = 15'/20 ' (6-1201 cs� SILT FENCE/HAY BALES 185.00 c �_ MAXIMUM LOT COVERAGE = 25% c •' .s ^ 11.oTW `b ( � w W �/ /P 4 1 DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTIONI. THE (LIMIT OF WORK) o TW _ N I ucE� GE ' R SHALL PRESERVE ALL UNDERGROUND LRILRIES AS REQUIRED. 4.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED £ -- - -- -� - 40.5 0 10.8 n m s EXIS)ING - �P#2 .oma 10' (MIN.) 1DETTHE MNPROPOSED CONNECTIONS HEREON ARE SCFLEMATIC. FINAL LAYOUT SWILL BE AS 1C1 BE NECESSARY A TITLE sE%IRfY1 swUM BE PERFORMED BY OTHERS. WF CD u4 6 - ILS TO / / 14.0' \ �o / r BE Fl MOVED / c ICON ECT PROPOSED WATER 5.) THE PROPERTY LINE WMTKIN NGINFOWTKINPLA STAND E BASED ON CURRENT AVAILABLE RECORD TOTAL AREA I e - _ o ERVICE TO 8 WATER MAIN LEACHING AREA REQUIREMENTS OF PUNS AND DEEDS. C) / 'N� e ; •� 2 > ' ,� IN RAILWAY BLUFFS. 3 BEDROOM sysTEt,1 THE EXr W FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD m 15,883 SQ. FT. t / �� eo EXISTING CONCRETESURVEY PERFORMED BY BAXTER NYE ONGIHEL78NG & SURVEYING FROM AUGUST 1. 2007 > rp 0.35 ACRES 1 - , ; LEACHING CHAMB S 20 IN.) �, glNATE CONNECTION N LOADING LLMrra p EXISTING ' N VtHRMOUTH WATER DIROl1GH AUGUST L 2 & &2007. TO BE REMOVED 1 x Ito GPD/BEDRDOM SPOILS / DL•PARTMENT AS NECESSARY. 6.) COMMUNITY PANEL NUMBER: 250015 0005 D (7/2/92) F., e1.s 4.0• SEE CONSTRUCTIO 4A' r N : rota DFs►cN Flow = 33o GPD r" z UPLAND AR c r ¢ / ' NOTE #3 HEREON GARBAGE GRINDER (� ��) = N/A THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES AL2 (EL 12) s"!F/CD #3 r 15,189 S0. t // j Q 12 / �- ` - - 0 15.2 f I Q TC T RQ S TE 1 (MIN' I &AL2 (E1 10 FERC RATE = c2 MIN. / IN(3N (CLASS 1) ''1 -s 1 .'. , .,� m - r - -' -- _ , LTAR = 0.74 GPD/S.F 7.) ENVIRONMIDIRAL r 29 ' / FLOOD ZONE AL2' v zo ti s v - _ o. Q �- n (0. 10) z I= A 11 LF 4 PVC w , Z I • SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). Go S N / 110.0 TW o m o S=5.56% $ r' D -B X I 1' ¢ W I ¢ �• 330 GPD/ 0.74 GPD/S.F. F =446 S.F. MIN. •SITE IS N07 WITHIN AN AREA OF ESTIMATED WIBITA7 OF RARE WILDLIFE PER WF/CD #2 IL EDGE OF 1 s WETLANDS WF /CD #1 N/F TOWN OF 1 'NTH PARK DEPT. 1146 ROUTE 28 S. YARMOUTH. MA. FLOOD ZONE Al2 (EL 12) NHESP MAP OCTOBER 1. 2006 'ESTIMATED HABITATS OF RARE WILDLW FLOOD ZONE Al2 w I v w FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10).' 1 PROPOSED I m � S ,' 11 LF 4" PVC I Z cn w, o PROPOSED �°`r' "C 4 PRECAST CONCRETE CHAMBER UNITS (EL 12) RETAINING < Q _ S=2.55% t ;rt w WITH 3' OF SUE ON SIDE, 1.75' OF STONE AT ENDS PROPOSED 3 BEDROOM DWELLING � S SITE Dob NOT CONTAIN A CERTIFIED VERNAL POOL PER N14[SP MAP SF ,/ ~ � � OCTOBERI 2006 CERTIFIED VERNAL POOLS.' WALL SEE 0 x n o SIDEWALL. AREA (35.5' + 10)2 z 1 DEPTH = 91 SF 6� / Sl 146 ELEVATI 10.25 s o w n o DETAIL HE ON I r w L' m r BOTTOM ARFA• _(35.5' x 10) a 355 PROM PER n ° '•O e ° ' i Ca ~ �� / ' 1 = d 120 FINISHED FLOG LfVATIC} =19.45 �•jj' i I C TOTAL EFFECTIVE LEACHING AREA - 446 SF FSRIORITYY HABITATS F0 EESSPEGESSw FORSPSPECIES UONDER t. 2006 �`./ THE MASSACHUSETTS ENDANGERED SPECIES ACT REGULATIONS 321 CMRIO �� ~ T I CJ Q 8.0' , , a a a o Q / ' m , SYSTEM DESIGN CAPACITY 446 SF x 0.74 GPD/SF 330 GPD ( ) � _ t+ I v o �� ' / ^ ¢ B LDING FOOTPRINT = 2,312 S.F. I u rr t mn o fiF: Q 2 7 / / ( i - i BUIL NG COVERAGE =15.2% i 1'. -I En t ' . ? I t>� I SEPTIC TANK SIZING 330 GPD x 200X = 660 GAL PROTECTION A STATE APPROVED ZONE II GROl1ND WATER RECHLARGE I �Q J��e� \ s c EXISTING {1O MIN.) �� L . 0 o J USE 1500 GALLON TANK MN. i I o J Q y t m GRAVEL TP 3 j. 'a r ---BREAKOUT r6 0 Pj kI 10.0 TW ' PARKING LOT ELEV.=10.0 ' V rii J 11 LF 4" PVC _ s_ i �0 35.5' X 10' S.A.S. WITH S=2.73% 4 PRECAST LEACHING / 85.6' }, 7 40.o x a CHAMBERS 120 - 10. 15.2 ' pp' : rA9 10.2' -'-- --- CL 1 5 OVER DIG. SEE j 10 , 28'3 FM*1 i CONSTRUCTION NOTES #3 I m l rKU 4.�' I � � -'& #6 HEREON , wly i ',1 DRIVEWAY I m� WOODEN BOLLARD 8 I I 1105 0 PROPOSED I CP I TO BE REMOVED I•TO WEA �I J^ RETAINING STAIRS I ,° t / ', WALLS (BY �� i TP #1 �\ ,� 10 (MIN.) 1 ' ✓ OTHERS) / I I N ` 8 �� , �♦n� i I sI / "o,- - - -t - / / C, ass `FIELd NE - - - - _ _ c J1 s e _ STAIRS T m s8.7 -75 63' It U/P ii0/2 a _ - - _ - - �\ S 34'50'00` W v 9w :o w� b \ 1 0 BW a° 10.5 BW 1 s . �' °' ` I r .�• 26.44 -FLOOD ZONE LINES a� o ------ �\ 6 \ 's t EDGE- - ts�`(MIN.�) 1-NSCALED FROM �EMENTFI_OOD ZONE FIRM 250015 0005 D PROPOSED(EL 10) s p 00 �N�9 ♦\ A� �� 1� _ SOIL LOGS DATE : 9/13/07 SOIL EVALUATOR: YARMOLT.4 BC :RD OF HEALTH AGENTS STEVE MATSON, P.E. PHIL RENAUD BRUCE MURPHY Tl3T PIT 1 TEST PIT 2 ' G.S.E. = 9.8 ON G.S.E. = 9.9 FILL ; GIEYT 5/LOGY ; GRAVEL FILL ; GLEY1 5/10GY ; i1BRIC I- (ELEV 9.72) 1' (ELEV 9.62) FILL ; 10YR 4/3 ; GRAVELY FILL ; GLEY1 5/1OGY ; GRAVEL 3' (ELEV 9.55) LOAMY SAND 9' (ELEV 9.15) FILL : IOYR 7/6 ; MMM SAND 8 : IOYR 54 ; GRAVELY LOAMY 59' (ELEV 4.88) 48' (ELEV 5.9) SANO FILL ; IOYR 5/2 ; MEDIUM SAND C1 ; IOYR 6/3 ; COARSE SAND W/ TRACES OF m1m 63' (ELEV 4.55) LOAM 90' (ELEV 2.4) C ; IOYR 7/2 ; COARSE SAND C2 ; IOYR 7/2 ; LAM FINE STONE TO BE SUPPLIED BY BEAVER VALLEY STONE. .. TO BE FWALLED ON A LLVEI. STr16LE BASE 126' (ELEV -0.7) 128' (ELEV -0.77) WATER AT 84' (ELEV 2.8) WATER AT 90' (ELEV 2.4) RATE- <2 MIN/IN RATE= <2 MIN/IN PERC AT 68' (ELEV 4.13) PERC AT 80' (ELEV 3.23) CLASS I SOIL CLASS 1 SOIL • WETLAND DELINEATION PERFORMED BY LEC E7MRONMEMAL CONSULTANTS, INC. FIELD LOCATED BY THAs FIRM IN AUGUST OF 2007. 8) UTILITY INFORMATION SHOWN HEREIN: . THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-S4E) AND UMU Y COMPANIES TO LOCATE ALL FASTING UTILITIES AT LEAST 72 HOURS PRIOR TD THE START OF CONSTRUCTION, THE LOCATION OF 9057NG UNDERGROUND WRIISIRUCIURIE, UTUTIM MOM AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LILTED TO THOSE SHOWN HEREi'1 AND HAVE BEEN RESEAWO BASED ON INE AVAILABLE UTILITY ROM NOTED HEREON. THE CONTRACTOR AGREES TO BE FILLY RESPONSIBLE FOR ANY AND ALL DWGES WHICH MIT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. F FIELD CMTKNS DIFFERS FROM PUN INFORMATION, THE CONTRACTOR SMALL NOTIFY THE ENGINEER WMEDIATELY FOR POSSIBLE REDESIGN. • DOSI1NG SEPTIC S15TEM INFOWDO N TAKEN FROM AN AS -BUILT PLAN PREPARED BY PETER KIEF, RLS, DATED: 12/1/1983 - REVISED: 12/12/1983 SITE IDCATX)N 2 RAILWAY BLUFFS VILEST YARR70UTH, AIA., 02673 PREPARED FOR JON PERSSON W W W W � WATER SERVICE WW ♦, �` �� 9 G BENCHMARK: H S 09 Wg . 9 1V w �' --- W - TAG BOLT/HYDRANT III33A SAYVIEW EXISTINGPAVEMENT �° ELEV. = 1255 STREET TO BE REMOVED APPROXIMATE PEA OF D -BOX, PUMP CHAMBER WATER GATE (TYP.) 40_ Mr wme AND GREASE TRAP 0 TO BE REMCVED 100.00' 0 SET 1114NHO E FRAME t COVER 310 CMR 10.58 (2)(0)30 IIT & CO of FS tx�oE 3A• - 1>4' 100.00' III a COM ORT) BE NAIERTIaR DOURE WOO RIVERS ACT; (Fort �Esarorl Parr) 1DLvfD STONE EDGE OF P HEADWALL PAVEMENT Y PFAStaf TOW = 5.6 INV. = 1.95LlIE Ir 3 BEDROOM SYSTEM .PROFILE FTDTr TEST PIT 3 TEST PR 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' (ELEV 3.72) 73' (ELEV 4.22) FILL ; IOYR 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 ; IOYR 7/2 ; COARSE 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/IN RATE- <2 MM/IN I CLASS I SOIL CLASS r Son 59 SALTEN POINT ROAD BARNSTABLE, IRA 02630 TITLE Proposed Septic System Plan BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 9y 1. NOT TO SCALE NOTES. 1TOP OF. SYSTEM COMPONEMS ARE NM DESIGNED Fff9I fIDOAPPRCXWR - M2 APPROXWTE TOP OF 2. SEPTIC SYSTEM DESIGNED WITH 0 FOUNDATION AT NaJSE"17A PROPMD GRADE AT Fprr5E�t5?2 SET ff LEAST ONE W*iDLE FRAME & cm TO wnm OF Fg91 GRADE. FOR H-20 LOADING REQUIREMENTS. GARBAGE GRINDER DISPOSAL. CfPIN 1Y ^.'a..: ® ® c.. rrT..-.a l l:�^.':` 3 0' 4.0' •.• 3.01 10.. CONCRETE LEACHING rCHAMBER SYSTEM DETAIL 1.75' 1.75• I I �.': T ••`' '.••.`':.3'8'; • 1'•;,•. •• .. - '' O�FF1i,fSiOtE� . '..i 10.0' `ALE j. B o 4A' 4 dMr®ERS OF GFNX 10 0 SCALE SAL 10 IN FEET 1 "= 10' �}SH OF q �� 4py 20 ��o uwtw v E00 y N0 eR 2 3. CWRACIOR R6PONSN3I.E FOR LOCATION OF UNDMROUND UTILITIES. CONTRACTOR TO ENSURE STABILITY OF WNL Emm 1. CAPSTONE TO BE MORTARED IN PLACE t I• FpE N FUER SOCK CRUSHED OF GFNX ® ® O ® ® = Cm n rAUm 1 2 3. CWRACIOR R6PONSN3I.E FOR LOCATION OF UNDMROUND UTILITIES. CONTRACTOR TO ENSURE STABILITY OF WNL 1500 GALLON ONE -COMPARTMENT SEPTIC TANK DISTRIBUTION BOX '���!!.��.\�.��.\! I !�i`�� r ). . ,am Y�I1 2007-042-PS.dw , N�fr?�{ .TSS- ] � • _ ROTONDO S11500 ALL E0.WL C!���r : a r 1 ' m1m TT N '. • • )'LUCHINI SYM 5. STONE TO BE SUPPLIED BY BEAVER VALLEY STONE. .. TO BE FWALLED ON A LLVEI. STr16LE BASE TO DE INSTALLED ON A IEVFL ST 815E TRS 8'-0' 2007-042:1 c o DRY STONE WALL DETAIL SEPTIC TALK To eE tSPECIED CLEANED ANNtALLY 3 OURLTS REQUIRED ^ N NO SME PILE COPY ' 01 3r (nm emw YO LEN137114all LF � ., 111 6' OF�.� r- , / ; ,•E " .,, . �•. v-.a,..,w..+,ar.�weu..w,�vsrwr. . NO SIXE Emm 1. CAPSTONE TO BE MORTARED IN PLACE t I• FpE N FUER SOCK CRUSHED SEE CMCIRUCIION NOTE j5 FERECN ® ® O ® ® = Cm n rAUm 1 2 3. CWRACIOR R6PONSN3I.E FOR LOCATION OF UNDMROUND UTILITIES. CONTRACTOR TO ENSURE STABILITY OF WNL 1500 GALLON ONE -COMPARTMENT SEPTIC TANK DISTRIBUTION BOX '���!!.��.\�.��.\! I !�i`�� r ). . ,am Y�I1 2007-042-PS.dw , N�fr?�{ .TSS- ] � • _ ROTONDO S11500 ALL E0.WL C!���r : a r 1 ' m1m TT Emm 1. CAPSTONE TO BE MORTARED IN PLACE t I• FpE N FUER SOCK CRUSHED SEE CMCIRUCIION NOTE j5 FERECN ® ® O ® ® = Cm n rAUm 1 2 3. CWRACIOR R6PONSN3I.E FOR LOCATION OF UNDMROUND UTILITIES. CONTRACTOR TO ENSURE STABILITY OF WNL 1500 GALLON ONE -COMPARTMENT SEPTIC TANK DISTRIBUTION BOX ). . ,am Y�I1 2007-042-PS.dw i• •�- . 'd , it ©13ffii ROTONDO S11500 ALL E0.WL , f m1m TT 5. STONE TO BE SUPPLIED BY BEAVER VALLEY STONE. SS/ONAL fN C a� DA 9/28/07 COT DRAWING NUMBER s' PEf6DRaED fWM ° - S 1. CAPSTONE TO BE MORTARED IN PLACE t I• FpE N FUER SOCK CRUSHED SEE CMCIRUCIION NOTE j5 FERECN ® ® O ® ® = Cm n 1 2 3. CWRACIOR R6PONSN3I.E FOR LOCATION OF UNDMROUND UTILITIES. CONTRACTOR TO ENSURE STABILITY OF WNL 1500 GALLON ONE -COMPARTMENT SEPTIC TANK DISTRIBUTION BOX AdOM ri(/I Omwd ACHY O Ow. 3.0 (PER 1I AGEIM ® ® ® ®-® ® ®- 0: 2007 2007-042 CML PLO 2007-042-PS.dw 4. ENSURE SUBGRADE IS COMPACrED TO 951E P.D. ROTONDO S11500 ALL E0.WL ROTONDO DI OR EQUAL SOIL ABSORPTION SYSTEM (SAS) LEACHING CHAMBER (TYPICAL) TT 5. STONE TO BE SUPPLIED BY BEAVER VALLEY STONE. .. TO BE FWALLED ON A LLVEI. STr16LE BASE TO DE INSTALLED ON A IEVFL ST 815E TRS 8'-0' 2007-042:1 c o DRY STONE WALL DETAIL SEPTIC TALK To eE tSPECIED CLEANED ANNtALLY 3 OURLTS REQUIRED ^ N NO SME PILE COPY '