The URL can be used to link to this page

Home My WebLink About53 Desert Sands Lane - Sewage Disposal DesignSOIL TEST PIT DATA: DISTRIBUTION BOX DETAIL: NOT To SCALE LEACHING TRENCH DETAIL: REVISIONS 0 0 0 0 0 0 0 0 SEPTIC •TANK DETAIL: 1,500 GALLON 3. ALL PIPES LOCATED UNDER PAVEMENT CONSTRUCTION SHALL BE WATERTIGHT. 30.5" NOT TO SCALE O 0 O O O O O ) NOT TO SCALE OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL 6. FIT BREAKOUT BARRIER SNUG AROUND 24" NO. DATE DESCRIPTION 000 0 0p O Op O TEST PIT 1 TEST PIT 2 : . NOTES1SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 4. 1144E ARE NO KNOWN PRIVATE WELLS NO,, OF OUTLETS: 3 D -BOX AND USE EPDXY RESIN FOR WATER EFFEC. Op p p GRD. EL. 99.7 GRD. EL. 100.0 REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. FINISHED GRADE i 26.25' TIGHT SEAL DEP1TH GW. EL. - 0' GW. EL. - 0' (1 2 " 330 0 O 2. SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS, WHEREIN H-20 LOADING 6. RECOMMENDED MANUFACTURER-ROTONDO OR APPROVED EQUAL MATERIAL FOR REMOVABLE 2" WALLS NOTES: COVER o0 0 0 00 0 0 tt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. L Bw 10YR 5/6 SANDY LOAM 52" PERC C MEDIUM SAND W/POCKETS OF FINE SAND/SILT 2.5 YR 6/4 NO WATER BOT. TEST HOLE g" E 10YR 5/2 1• SANDY LOAM 2'- 3 * '3, IV '6'7'51- 61- 7'- 81- 9 t 8'9r 10' EL 88.7' 11' �o Bw 10YR 5/6 SANDY LOAM 36" PERC IxC MEDIUM SAND & GRAVEL 2.5 YR 5/6 NO WATER BOT. TEST HOLE 5 12 �- 5 IMPERVIOUS MATERIAL q°r BOttOM ON LEVEL STABLE BASE_ft" a " �.. � ' .-._ PLAN VIEW ° �p �� rw� 3 7 1/2 22' 6. REPLACE WITH CLEAN WASHED SAND DATE: DATE: s" MIN. 3/a" TO �/ 6/2/99 6/2/99 INDICATES 1 1 2" STONE CROSS-SECTION AEW PLAN VIEW OR OTHER CONFORMING TO 114EFOLLOWING OILS / CROSS- TION OF CHAMBER Z ESTIMATED SIEVE ANALYSIS: TEST BY: TEST BY: _ SEASONAL HIGH THE BSC GROUP, INC. THE BSC GROUP, INC. GROUND WATER _ _ _ _ WITNESSED BY: WITNESSED BY: EDGE OF PAVEMENT - 10% (MAX) BY WT. SHALL INVERT ELEVATIONS: PASS No. 50 SIEVE DESERT <10 X OF No. 4 SIEVE SHALL AMY VON HONE AMY VON HONE LJ E S E T SANDS LANE PASS No. 100 TOP OF FOUNDATION 102.0 <5 X OF No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: 4 INVERT AT BUILDING 98.7 �-MIN./INCH �-MIN./INCH G G-.--_-�_ -, � " PASS No. UNIFORMITY COEFFICIENT ®No. 4 SOIL EVALUATOR SOIL EVALUATOR --' - --r-- 4 INVERT AT SEPTIC TANK IN 98.5 SIEVE TTY CO JAY DONOVAN JAY DONOVAN W \ W 92 ( ) 7. EXISTING UTILITIES WHERE SHOWN SOIL CLASS: SOIL CLASS: �� 50.00 � 4" INVERT AT SEPTIC TANK (OUT) 98.2 EIN THE DRAWINGS ARE APPROXIMATE. I I i PH \ 4M70 0'UA"W 1 4" INVERT AT DIST. BOX (IN) 98.0 THE CONTRACTOR SHALL BE RESPON TRAN3FOR R \ „ SIBLE FOR PROPERLY LOCATING AND L.T.A.R. L.T.A.R. ELE. METER ` I \ \ > 4 INVERT AT DIST. BOX (OUT) 97.8 COORDINATING THE PROPOSED CON- I STRUCTION ACTIVITY WITH DIG -SAFE 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 1 LIGHT{f �\ 1 �^�a COMPANY E PPAND MAIZE U11 G THE I POST \`t a°��y° INVERTS AT LEACHING FACILITY: EXISTING UTILITY SYSTEM IN SERVICE. DATUM: I� 4 INVERT AT BEGINNING DIG -SAFE SHALL BE NOTIFIED PER \ ! �� _ " THE STATE OF MASSACHUSETTS 1 ` OF LEACHING CHAMBER 97.6 ATATTEEL 1-800-322-4844. TE 82. THE CTION � VERTICAL DATUM: ASSUMED I � ENGINEER DOES NOT GUARANTEE BENCH MARK USED: NAIL SET IN 20" SCRUB PINEI I ELE. METER THEIR ACCURACY OR THAT ALL 1 1 I I \ p UTILITIES AND SUBSURFACE STRUCTURES I I \ ARE SHOWN. LOCATIONS AND I _ ELEVATION AT BOTTOM ELEVATIONS OF UNDERGROUND UTILITIES PROFILE: NOT TO SCALE I c I I '� -'96 TAKEN FROM I I ' N CONTRACTOR SHALL VERIFY SIZES OF LEACHING CHAMBER 95.6 LOCATION AND INVERTS OF UTILITIES EL.- FOUNDATION FIRST PIPE LENGTH I c>' I ¢ AND STRUCTURES AS REQUIRED PRIOR TOP FOUNDATION \ I N CONCRETE COVERS TO WITHIN TO BE SET LEVEL a? TO THE START OF CONSTRUCTION. EL=101 6" OF FINISHED GRADE. FOR MIN. 2 I owl w FINISH GRACE I 1 I 0 8. THIS SYSTEM IS NOT DESIGNED FOR TTI THE USE OF A GARBAGE GRINDER. �• 2" MIN. $L=100.0 ,0 . � � 4" PVC (PERF) �y I A GARBAGE GRINDER IS NOT 71$cHP�' I �' ` DESIGN CRITERIA. RECOMMENDED DUE TO RECOGNIZED 4" PVC SCH 40 LEACHING CHAMBER Q I II I I \\ ADVERSE IMPACTS TO THE LEACHING O I I \ -sB.7]1 I-ss.2 I-s7s F 1 1 ya r, DESIGN FLOW: 96.5 I=ss.o 6' - BOTTOM ELEV = 95.6 I� - 4 BEDROOMS ATilOG.P.B./D 440 G.P.D. I=Q+ I \ (T fill AIII110111 11 3 OUTLET 00 G ON DIST. eox l=s7.6 6.s' ° I � � 1 �� LOT 22 MAURICE & BERNADETTE � N❑ GARBAGE GRINDER ;s � rt ; 1500 GALLON 9 \ > �. SEPnC TANK �n I i I / MITCHELLi4L I ? " NO OBSERVED GROUNDWATER 6+ I I ASSESSORS MAP 93 " ` �' " :5' s STONE BASE T REQUIRED SEPTIC TANK: 88.7 BOTTOM OF TEST HOLE s j PARCEL 15 r' I 1 440 X 200% = 880 GAL. x; 6" SHALL APPLY. L J_ 0 0 0 0 00 0000 o0 00 0 0 o0 00 0 °oo°°o 3. ALL PIPE CONNECTIONS AND CONCRETE i:•v..4•y:n..+.�;.a. ,:•v.:; 3" 1. DIST. BOX TO WITHSTAND H-10 LOADING o ° t j" UNLESS UNDER PAVEMENT, DRIVES OR 0 " °0 CONSTRUCTION SHALL BE WATERTIGHT. T I B TRAVELED WAYS WHEREIN H-20 LOADING PERFORATED PCV PIPE 0 4. FILL ALL UNUSED KNOCKOUTS WITH o° 52" 12' MORTAR. �' 14" SHALL APPLY. o0 0 3-24" DIA C.I. (6D Ph" INMANHOLE COVERS e• 2. PROVIDE INLET TEE OR BAFFLE WERE °° 0 0 0 0 0 0 0 0 0 0° GENERAL NOTES: INDICATES TEE TO BE UNDER BROUGHT TO WI IN 6" (jF FINISHED GRADE 6" 3,5` OUTLETS PERC. SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR o 00 0 0 00 0 0 0° 0 0 0 0 0 0 OPENING 12" MIN, o o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. THIS PLAN IS FOR DESIGN AND TEST 3e ° e e �� 1v6i -� IN PUMPED SYSTEM. I CONSTRUCTION OF THE SEWAGE 24" DIA. c` r 4" I- 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST. PLAN VIEW 35 LEACHING CHAMBERS DISPOSAL FACILITY ONLY. BOTTOM ON LEVEL e.. • e.� : ; :.� , :.•.• STABLE BASE 6" MIN. 3 4" TO BOX TO BE LAID LEVEL 2. ALL CONSTRUCTION METIIODS AND � ffFF// MATERIALS SHALL CONFORM 10 MASS. 10'-0" NORMAL WATER LEVEL 12" CROSS-SECTION STdNE BASE 4. RECOMMENDED MANUFACTURER-ROTONDO 3' MAX. COMPACTED FILL 3' MAXIMUM D.E.P TITLE 5 AND LOCAL BOARD 3" OR APPROVED EQUAL o 0 o 0 0 0 0 0 0 00 00 o OF HEALTH REGULATIONS. INDICATES PRECAST SEPTIC TANK 10" 20" T -Q- OBSERVED INLET TEE a 4'_g• GROUND WATER - - EL 90.0' - - _ 5 -2 4 -6Z 4'-O" MIN. oqcut�edro 5'_4. 15 1/2" TM 5'-B" _ LIQUID DEPTH (� WfTM. a. a � 5. ALL PIPE CONNECTIONS AND CONCRETE 0 0 0 0 0 0 0 0 0 0 0 0 00 °0 3. ALL PIPES LOCATED UNDER PAVEMENT CONSTRUCTION SHALL BE WATERTIGHT. 30.5" O 0 O O O O O ) OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL 6. FIT BREAKOUT BARRIER SNUG AROUND 24" 000 0 0p O Op O REMOVE 4. 1144E ARE NO KNOWN PRIVATE WELLS D -BOX AND USE EPDXY RESIN FOR WATER EFFEC. Op p p 0 0 0 UNSUITABLE LOCATED WITHIN 150 FT. OF THE TIGHT SEAL DEP1TH p CULTEC 330 0 O MATERIAL FOR PROPOSED LEACMNG FACILITY NOR 7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. L 000 0 00 ALL AROUND F APPLICABLE 15' 150' OFNY OANY KNOWN WELLS PLEACCHINDGMFACILITY. 46" 52" 46" 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER e I LEGEND I TP#1 TEST PIT m 103 PROPOSED CONT A a - E- ELECTRIC LINE -G- GAS LINE 0 -W - WATER a m 0) c" PLAN VIEW SCALE: 1' = 20 FEET 0 10 20 40 FT. T cn cc N SEPTIC TANK PROVIDED: = 1500 GAL. The BSC Group nc _ SIZE OF LEACHING FACILITY REQUIRED: ` 1 1 r 147.43' 657 ROUTE 28, UNIT 6 S74'25'S0"E DESIGN PERC. RATE: <5 MIN./ INCH I i WEST YARMOUTH, MA 02673 I I I oFr,�LONG TERM APPL. RATE 0.74 G.P.b/S.F. 1 °+ (508) 778-8919 '� 440GPD - 0.74GPE SF = 595 SF. w � ►I LOT 23 8° I 1 I 00 l I F NEEDED ` I N 1�0 -_ /^�tO \ 33,6691 S.F. a Nom PROJECT TITLE: $ 1 0 3 35' 1P N SIZE OF LEACHING FACILITY PROVIDED: SEWAGE DISPOSAL CULTEC LEACHING CHAMBERS SYSTEM DESIGN NAIL LPSE IN I ` 9` r'0. Tp# \ y \ \ �m � 300 - 12 X35 X2 OUR LOT 24 \ -I 20' = 102.1' ^\ �>. �� O \ V C / \y \ \ ��Et'-1 / SIDEWALL (35' X 12) X 2' X 2' = 188 SF.ryry""�� I f _ \ \\ \ \�� aI If / / _BOTTOM (35' X 12') _ 420S.F. LOT L.7 /,�g0 /--98_ J \\SOP OF`F D 102'\\ \ �. % / / TOTAL - 608 SF.JJ DESERT / ' SANDS LANE / o / 4�0' --�' TOP OF / \ \ SLAB 100' \\ / ., / LO LOCUS PLAN: Na SCALE YARMOUTH / °ry'; '\\` ',\ �� \\\ \\ - E� , � /� MASSACHUSETTS LLI \ (3 3Q �C\\ \s, h . . \ \ UMMAQUID -' 6.0' 7 ; \\ \\ I \\ \ GOLF Z w��=,�,c CLUB F PREPARED FOR: N/F \ \ \\\ \� \ \�� \! rn \ \ \N84 359 \ \\ ff p f� GRAND COVE LANDING, INC. JOSEPH & BARBARA \ \ \ > > °� 1 I 1 \ \ \ \ OPEN SPACE B � 464 MAIN STREET RODRICKS \ \ o °� i I }� \ \ \ \ \ HAMSTEAD DESERT SAND -I WEST DENNIS, \ \ >0 I \ \ MA 02670 ASSESSORS MAP 93 \ sz \ l 12 \ \ \ \ LANE PARCEL 17 �\ \\ \ �\ \ I\ 16 \ \\ \' \ \ \ LANE DATE: JUNE 16, 1999 N/F LOCUS COMP. DESIGN: S. WILSON HEIGHTS II1 CUMMAQUI\ \ 6 CHECK: S. WILSON _ - _ - - - -� \ \ \ \ ASSESSORS MAP 103 4r DRAWN: K. HEALY _ \ \ PARCEL 9 m EXIT 7 » ff \ \ \ \ \ \ \ \ \_____-- ,,_I �Q J FIELD: A.D. / K.H. OPEN SPACE B `>> \\ \\ \\ _ _,�� _ _ z �� FILE NO.8079-SEP.DWO DWG NO. JOB N0 4,807.01 SHEET 1 OF 1