The URL can be used to link to this page

Home My WebLink About65 Nearmeadows Road Sewage Disposal System DesignSOIL TEST PIT DATA: APRIL 30, 2003 TEST PIT __#1 _ TEST PIT -#2_ GRD. EL. 12.8 GRD. EL. 12.5 GW. EL. 5.1 ,LOAMY SAND 7.5YR 3/2 -INE LOAMY SAND 10YR 5/6 4" FINE SAND 2.5YR 6/4 .,,, W=A=lm 001 EL = 10.6 C EL = LOAMY SAND 10YR 4/4 8" 4" LOAMY SAND 10YR 5/8 23' 13.00 TEST BY: THE BSC GROUP, INC. INDICATES V OBSERVED SEPTIC TANK (IN) GROUND WATER C INDICATES y ESTIMATED WITNESSED BY: SEASONAL HIGH MATERIAL GROUND WATER FINE SAND 2.5YR 6/4 120" DIST. BOX (IN) DATE: DATE: A 4" 4/30/2003 4/30/2003 BUILDING 13.00 TEST BY: THE BSC GROUP, INC. TEST BY: THE BSC GROUP, INC. ® INDICATES SEPTIC TANK (IN) 12.75 C 4" UNSUITABLE WITNESSED BY: WITNESSED BY: 12.50 MATERIAL AMY VON HONE AMY VON HONE AT DIST. BOX (IN) PERC. RATE: PERC. RATE: 4" INVERT < 2 MIN./INCH N/A MIN./INCH 12.20 F SOIL EVALUATOR SOIL EVALUATOR REAR 20' C. FIELD C. FIELD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0160 0 0 "[ INDEX WELL MIW- SOIL CLASS: SOIL CLASS: NOTES: /03 1 1 ZDATE ONE A ADJUSTMENT 0.3' L. T. A. R. L. T. A. R. 0.74 G.P.D./SO.FT. 0,74 G.P.D./SQ.FT. 1. DIST, BOX TO WITHSTAND H-10 LOADING DATUM: VERTICAL DATUM: N. G. V. D. BENCH MARK SET: NAIL SET IN UTILITY POLE. ELEV 14.0' PROFILE: NOT TO SCALE EL.= A TOP FOUNDATION CONCRETE COVERS TO WITHIN EL 6" OF FINISHED GRADE. 114. 2" MIN. -i 5 OUTLET 1500 GALLON DIST, BOX SEPTIC TANK 6" STONE BASE INVERT ELEVATIONS: TOP OF FOUNDATION 15.00 A 4" INVERT AT BUILDING 13.00 B 4" INVERT AT SEPTIC TANK (IN) 12.75 C 4" INVERT AT SEPTIC TANK (OUT) 12.50 D 4" INVERT AT DIST. BOX (IN) 12.37 E 4" INVERT AT DIST. BOX (OUT) 12.20 F INVERTS AT LEACHING FACILITY: 4" INVERT AT BEGINNING OF LEACHING CHAMBER 4" INVERT AT BOTTOM OF LEACHING CHAMBER ESTIMATED GROUNDWATER ELEVATION VARIANCES REQUESTED: NONE FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' FIN 4" PVC �- I H MIN. 5.0' SEPARATION NO OBSERVED GROUNDWATER J BOTTOM OF TEST HOLE 12.10 G BREAKOUT 12.62 10.10 H 5.10 J NOTES: WETLAND DELINEATION APPROVED BY THE YARMOUTH CONSERVATION COMMISSION AT A MEETING HELD ON MAY 1, 2003. (NO STATE WETLANDS / NO COASTAL BANK PER CON. COM.) SEPTIC TANK DETAIL: 1,500 GALLON NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS, WHEREIN H-20 LOADING SHALL APPLY. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. F2-24- DIA CONCRETE MANHOLE COVERS 4. FILL ALL UNUSED KNOCKOUTS WITH BROUGHT TO 6" OF FINISH GRADE MORTAR. TEE TO BE UNDER M.H. OPENING 12" MIN. RAISE M.H COVER I 4" 10'-6" H SEWER BRICK .• . 10'-0" & MORTAR NORMAL WATER LEVEL 12" PRECAST SEPTIC TANK 10" 14" '•' _ INLET TEE 4'_g" -2" 4'-6" 4'-0" MIN. 00• BEND oN d 5'-4" 3 LIQUID DEPTH T 5'-8" cis cwrnat ;11 BOTTOM ON LEVEL STABLE BASE Zia 3" PLAN VIEMIN s" . 3/4" TO CROSS-SECTION VIEW 1 1/2" STONE x 12.4 12.9 X DISTRIBUTION BOX DETAIL: NOT TO SCALE 3" LAYER PEASTONE EXCAVATE UNSUITABLE MATERIAL CHAMBER SIDEWALL = 2(10' + 40') x 2' DEEP = 200 SF BOTTOM = 10' x 40' = 400 SF_ = 600 SF LEACHING DETAIL: NOT TO SCALE " 3/4" - 1 1/2" 7`1 LOCUS INFORMATION NO. OF OUTLETS g 4" PVC ' 15 GREG SPRINGER TITLE REFERENCE: DEED BOOK 17885, PAGE 58 FINISHED GRADE PLAN BOOK 58, PAGE 25 ASSESSORS MAP: PIPE -1 38 15 R-25 REQ'D SETBACKS: REMOVABLE LOCUS = NEAR_ 3" WALLS REAR 20' 00 0 DOD 0 00 o 0 0 0 0 0 0 00000000,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0160 0 0 "[ EXISTING LOT AREA COVER MAX. COVERAGE 2701S.F. ALLOWED 25% NOTES: 2,074± S.F. PROPOSED 19.1% HOUSE, GAR, SHED) ** (PER BUILDING INSPECTOR) COMP. DESIGN: K. HEALY CHECK: D. CRISPIN v •�••'.v' d••'.ti v.•..i •v,:•" 5" 1. DIST, BOX TO WITHSTAND H-10 LOADING 0 DRAWN: P. HAGIST ° °°° ° ° °°° FIELD: C. FIELD / P. HAGIST o° 70 TT T UNLESS UNDER PAVEMENT, DRIVES OR DWG N0:"5439-02 o 00 52" 12' SHEET 1 OF 1 I TRAVELED WAYS WHEREIN H-20 LOADING 00 0 0 0 00 000°0 0 0 1 �- 20" SHALL APPLY. o°oo ° ° o0 000o 00 0a o00000000000000 0000 0° °o° °0°0 °0 000000 0°0 0 6" •• 9,5" OUTLETS :, S. � 2• PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR I_ 40' a$� IN PUMPED SYSTEM. PAN VIEW - LEACHING CHAMBERS 4" BOTTOM ON LEVEL W LE 3. FIRST TWO FEET OF PIPE OUT OF DIST. STABLE BASE 6"1 %2 •CRUSHED BOX TO BE LAID LEVEL. LOAM & SEED DISTURBED AREAS CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 311M AX. C MPACTED FILL 36" MAXIMUM 12"MINIM M T 1 20. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. „ T 30 24' EFFEC. DEPTH 1 ° 0 ° 0 ° ° p00 0 0 0 ° ° ° ° pp0 ° 0 000 0°0 O CO HIGH 000 O DENSITY O 0 00 POLYETHYLENE 0p0 0 Cb 0 INFILTRATOR 3050 O 00 O LEACHING O �00 CHAMBER 00 3" LAYER PEASTONE EXCAVATE UNSUITABLE MATERIAL CHAMBER SIDEWALL = 2(10' + 40') x 2' DEEP = 200 SF BOTTOM = 10' x 40' = 400 SF_ = 600 SF 35" 50" " 3/4" - 1 1/2" h35 WASHED STONE 7 1 2 10' PLAN vEw CROSS-SECTION OF CHAMBER t NOTE: ALL UTILITIES SHOWN ON LOCUS PROPERTY ARE N/F EXISTING \ \ PROPOSED AND WILL BE DANI BLAKE BUILDING ` \ ` UNDERGROUND. DESIGN CRITERIA: DESIGN FLOW: 4 BEDROOMS AT 110 G.P.B,/D = 440 G.P.D. N/F 61 NEARMEADOWS ROAD HAROLD D. DANIS ASSESSORS MAP 24 0 56 ACRES AVENUE PARCEL 39 \� \ x 11.8 N/F VOF REQUIRED SEPTIC TANK: ASSESSORS MAP 24 x 12.8 7--- _ GEORGE H. CAKOUNES PARCEL 16 x 12 S 102•A7 HYDRA +U G 22'8 66 NEARMEADOWS ROAD �� DAVID J 440 X 200% = 880 GAL, g 11.6 ASSESSORS MAP 24 $ CRISPIN SEPTIC TANK PROVIDED = 1500 GAL. x 12.2 , - "E 9.5 WG ` PARCEL 50 CIVIL r N77'3. A5 O No. 3211 x 12.5 \ No w a60 tn/ 1 e 0I SIZE OF LEACHING FACILITY REQUIRED: 1 I 10GARAGE PROPOSED..24'x30' / x 11.9 `c p ' DESIGN PERC. RATE <2 MIN./ INCH LIMITS OF 1° I 1'.... SLAB 13.31 _ do-� %n EXCAVATION 1 / T I11"� 1.. 12,1 x \ s U pPN N� LONG TERM ACCEPT, RATE 0.74G,P,D/S,F, SEE NOTES 1 13'4 1 ITP1�} 2 ` 1 440 GPD / 0.74 GPD/SF = 596 S.F. 5 AND 6 ! /I ... .41X... D"BO \ 3 1 12.5 x I I r -1 1:.. 14.4 1 1500 \ I c 1 11... 10'M1P1 1 SEPTIOCN 1 11", • 1.8' / BENCHMARK TANK 0 1. PATIO % #65_ NAIL SET IN N/F O /PROPOSED o o ` UTILITY POLE GORDON CAMPBELL 12 8 x o _� / DWELLING ELEV 14.00' 62 ACRES AVENUE 3 8 26x34 ASSESSORS MAP 24 PROPOSED T.O.F. 15.0' LOT 27 �\rn� ` �\ N/F = PARCEL 17/ , X731 GRASSED ARF�A 0,805± S.F, u \� LILI ANN BURLINGAME 6 73 MATTAKESE ROAD GF,• �\ , N w 14.0 f I ISO' ASSESSORS MAP 24 C, 3, I FLOOD ZONE ,8 \'" O Gyf PARCEL 51 T �P w, I 13.0 20.6' SHED ZO "Al 0J� oJ� x 12.7 14'x10' / / / 45"W y`� 27 ROPOSED \ \ \ 7 _ 7' 7735 GRASSED AREA N EXISTING X 12.4 17.0 do' 1 1 \ WELL "IN USE" 70.0 7 �✓/ / POSE i o eGr/ \ � 1 a O 70 \ ' \ 0 o EXISTING 10 ` GARAGE Fv OOD ZONE "B" � F?�• / � i / � � � � � B gtio \\ a'u; Lp `DOp ZONE Al2" 1 LOT 26 r105�� WF�4�� UPLAND 8,904± S.F. 7.8 x 1 1 ?J 8 FlEIDA` IRAIG / .TOTAL 12,073± S.F. .i 9 No.3803o GE ' //CWF#5 �/\\WJAL 9 / 0,7 8.9 J ,f SHEWI F3 EX 0 D p / # \� ` \\8.4 I \ \ ` OF 196y'jtrr- / / � �� '>V` \ x 8.2 7.9 �P�OU � ' / N/F / / ,11� ,NOV x 7.2 \ ,��\ \ i \ �r SOW 1 I WILLIAM H. PFAUMER / Y \\ JUNE \ \ 68 ACRES AVENUE / 7�'t OR 9 ASSESSORS MAP 24 I / # I PARCEL 18 N ( \ y7 / \ I /) 1 \ 20 Z�\\ -7--35!4!57E 127' / /#2 / i 7z I V �r \ x 6.2 5.6 � � / F#8 J \\ \� #AL 8 /WF#1 / // X 1 \ \ \ 0 � EXISTING SHED/ ( / #1�� / IN DISREPAIR 40, h/O \\WF#9 � �i� � I� // � / f PRIVATE ROAD N/F 5.1 \ \\ \ \ GREAT POINT VILLAGE CONDOMINIUM \ \ 80 MATAKESE ROAD / / 1 \ \ ASSESSORS MAP 24 / 1 / N/F \ PARCEL 37-C1 THRU 37-C9 / / r 1 FRANCIS M. CARR \ \ _ /% 5.2 x \ 72 ACRES AVENUE \\ �- -- 8_----x%8.5 x PLAN VIEW ASSESSORS MAP 24 PARCEL 19 / 1 SCALE: 1' = 20 FEET - / • /� �x / / 6.4 �II4 0 10 20 40 FT, I / /� • x 5.7 WETLANDS SIZE OF LEACHING FACILITY PROVIDED: USE 10'x2'x40' H D,P,E, CHAMBER SIDEWALL = 2(10' + 40') x 2' DEEP = 200 SF BOTTOM = 10' x 40' = 400 SF_ = 600 SF PROVIDED 600 SF PROVIDED > 569 SF REQUIRED 596 x 0.74 GPD / SF = 441 GPD PROVIDED 7`1 LOCUS INFORMATION a CURRENT OWNER: GREG SPRINGER TITLE REFERENCE: DEED BOOK 17885, PAGE 58 PLAN REFERENCE: PLAN BOOK 58, PAGE 25 ASSESSORS MAP: 24 PARCEL: 38 RESIDENTIAL ZONE: R-25 REQ'D SETBACKS: FRONT 30' (25.0'**) LOCUS = NEAR_ SIDE 15' (6'**) REAR 20' MINIMUM LOT SIZE: 25,000S,F. GROUNDWATER OVERLAY DISTRICT: NOT A ZONE II EXISTING LOT AREA 10,805± S.F. MAX. COVERAGE 2701S.F. ALLOWED 25% MAX. COVERAGE 2,074± S.F. PROPOSED 19.1% HOUSE, GAR, SHED) ** (PER BUILDING INSPECTOR) LOCUS PLAN:, NO SCALE REVISIONS NO. DATE DESCRIPTION 1. 5/30/03 GRADING 2. 12/11/03 REDUCE TO 4 BEDROOMS GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF THE LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE <10 % OF No. 4 SIEVE SHALL PASS No. 100 <5 % OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT 0 No. 4 SIEVE </=6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE, DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL. 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER, A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACILITY. pmr-: ilBsc GRotm 657 Route 28, (Unit 6) West Yarmouth, Massachusetts 02673 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN #65 NEARMEADOWS ROAD W. YARMOUTH MASSACHUSETTS xT. 28 FILE OPT, 2 C� 7`1 a RpADKESE PREPARED FOR: N o o KIERAN J. HEALY SILVER LOCUS = NEAR_ d 118 TRADERS LANE WEST YARMOUTH LEAF LANE (4MEAD13WrrIS DATE: MAY 12, 2003 D � Fri COMP. DESIGN: K. HEALY CHECK: D. CRISPIN M DRAWN: P. HAGIST FIELD: C. FIELD / P. HAGIST 70 FILE NO. NEARN011.DWG LEWIS BAY DWG N0:"5439-02 r, NEAR SHEET 1 OF 1 1, ItE bUk s