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Home My WebLink About83-1828 - Sewage Disposal Design Repair002SOIL TEST PIT DATA: SEPTEMBER 10, 2002 TEST PIT #J - GRD. EL. 10.4 EST. HIGH GW. 3.0 INDICATES y ESTIMATED SEASONAL HIGH GROUND WATER 6" INDICATES V OBSERVED GROUND WATER INDICATES 19" PERC. EL 0.9' �_ LYNN MULKEEN-McCARTIN PERC. RATE: 6 MIN./INCH LOAMY FINE SAND SOIL EVALUATOR 2.5Y 6/3 CRAIG FIELD SOIL CLASS: 1 EL = 0.4 120" L. T.A.R. 0.74 G.P.D./SQ.FT. DATUM: VERTICAL DATUM: 1929 NGVD BENCH MARK USED: TOWN OF YARMOUTH MONUMENT #4 BENCH MARK SET: TOP OF CONCRETE BOUND EL.=10.59 PROFILE: NOT TO SCALE EL= A TOP FOUNDATION FIRST PIPE LENGTH BOLT ON METAL COVERS TO TO BE SET LEVEL EL.=11.5 FINISHED GRADE. FOR MIN. 2' FlNISH GRADE `. EL=9.6-9.7 -� 4' PVC SCH 80� 4" PV 4" PVC SCH 8 LEACHING FIELD nnnnnnnnnnnnonnnon � 28'®0.025 400.03 5'® �I-B 1=p 1=0 I -C I=E S OUTLET IaF SEPTIC TANK DIST. BOX 5' SEPARATION PROVIDED EST. HIGH GROUNDWATER K INVERT ELEVATIONS: TOP OF FOUNDATION 12.3 A GARAGE SLAB 9.80 4" INVERT AT BUILDING 9.70 B 4" INVERT AT SEPTIC TANK (IN) 9.30 C 4" INVERT AT SEPTIC TANK (OUT) 9.05 D 4" INVERT AT DIST. BOX (IN) 8.90 E 4" INVERT AT DIST. BOX ( 67" 81" 88" LOAMY SAND 10YR 4/3 B LOAMY S ND 10YR 5/4 EL = 8.8 TEST Cl MESAND tOYR OYR 5/6 INDICATES UNSUITABLE MATERIAL LOAMY FINE SAND DATE: 2.5Y 5/4 9/10/02 EL = 3.6 TEST BY: THE BSC GROUP, INC. EL = 3.0 - WITNESSED BY: 114" SEPTIC .TANK DETAIL: 1,500 GALLON H-20 DISTRIBUTION BOX DETAIL: H-20 LEACHING FIELD DETAIL: NOT TO SCALE: NOT TO SCALE NOT TO SCALE N0. OF OUTLETS : J VENT NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 36" MAX .COVER T EES TO BE CENTERED UNDER MANHOLE 2. SEPTIC TANK TO WITHSTAND H-10 LOADING COVER. REMOVABLE ••'.a�•a••�.v�•a••••i• -�- 3' WALLS NOTES: FINISHED GRADE T UNLESS UNDER PAVEMENT, DRIVES OR COVER I 9A' I TRAVELED WAYS, WHEREIN H-20 LOADING � � J� 1. DIST. BOX TO WITHSTAND H-20 LOADING \ SHALL APPLY. •.;::y,• a•�� 5' � � �� 3. ALL PIPE CONNECTIONS AND CONCRETE T 2• PROVIDE INLET TEE OR BAFFLE WHERE � T CONSTRUCTION SHALL BE WATERTIGHT. 2-24' DIA CONCRETE MANHOLES I SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 4" PVC-' ' '-'-'- ' •�-'-' >� W/ METAL HANDLES BROUGHT ( IN PUMPED SYSTEM.4 PERF SCH 80 PVC i 4. FILL ALL UNUSED KNOCKOUTS WITH � 20" S=0.005'q/�� Tb 6' OF FlNISH GRADE 1 4� MORTAR. � I 3. FIRST TWO FEET OF PIPE OUT OF DIST. 9�°��4ia`.°e'4��44��a•'��41��Op`b'if�4Ff'�i T s•aevni 6' •• � g• TEE TO BE UNDER 9,5' OUTLETS i BOX TO BE LAID LEVEL 9P a � a4Pa4P 4/' '�4P a9Pa�}p 1 � \ \ `\ M.H. OPENING COVER ' a9•e • ` � �6" ea a'e ee a eea eaa LEVEL BOTTOM �� 4 S- / 9S' -I • / � �s, • -�O OSS, \ •° 9� � USE LEACHING FIELD OUT) 8.73 F INVERTS AT LEACHING FACILITY: 4" INVERT AT BEGINNING SHEET 1 OF 1 4-8448.00 OF LEACHING FIELD 8.66 G 4" INVERT AT END OF LEACHING FIELD 8.5 H ELEVATION AT BOTTOM OF LEACHING FIELD 8.0 J ADJUSTED FOR HIGH TIDE 3.0 K OBSERVED GROUNDWATER 0.9 " u 4. RECOMMENDED MANUFACTURER-ROTONDO 32' RAISE M.H W 6" BOTTOM ON LEVEL 4" OR APPROVED EQUAL. 11'-0" SEWER BRICK �:. -...i. a •:e ;- : STABLE BASE 6' MIN. 3/4" TO 5. ALL PIPE CONNECTIONS AND CONCRETE PROFILE r 10'-0" & MORTAR _ 1 1/2" CRUSHED CONSTRUCTION SHALL BE WATERTIGHT. NORMAL WATER LEVEL 12 CROSS-SECTION STONE BASE 6. FIT BREAKOUT BARRIER SNUG AROUND e 3" PRECAST SEPTIC TANK a 10_ 14_ T e INLET TEE :S 5'-0" O 5'-0" 4'-9" ` _ 4'-1' MIN. W eoM aN 6'-2' LIQUID DEPTH (��>MU e- 30" 41 acs,} o -I I 1 Q: O ° u BOTTOM ON LEVEL STABLE BASE91a v 36 MAX. - 12 MIN. COVER D -BOX AND USE EPDXY RESIN FOR WATER TIGHT SEAL. / 2% MIN. FINISH GRADE � 4' MIN. LOAM &SEED 7. FILL ALL UNUSED KNOCKOUTS HATH MORTAR. LOAM &SEED DISTURBED AREAS 714� MM L 6• L2` MIN. OF 1/8" TO ° ,e �?pa�ape� a •�p�hj"p"�� 1/•1• WASHED STONE i`d as e a .ao�e a s♦ %6 ��^o eQa? e e � 3/4" TO 1-1/2" DOUBLE •C'�iiX.�/9� � ', �ii,� ,'�9�J/�: •C" 9.�i1_.� .� PLAN VIEW ,��' \\ I _g•� I WASHED STONE (NO FINES) r� 6' M1/ 3/4` To CROSS-SECTION VIEW t 1/2" STONE PLAN MEW CROSS-SECTION DESIGN CRITERIA: CB/LEADED o DESIGN FLOW: O S S 3 BEDROOMS AT110G.P.B./D 330 G.P.D. ` rj N \ S'TO �/ \ Z REQUIRED SEPTIC TANK: BENCHMARK: \� C'�Q \ \ !� �' 330 X 200% = 660 GAL. TOP OF CONC. AFF SEPTIC TANK PROVIDED: _90 AL. BOUND EL. 10.59 �!/J N.G.V.D. \ tJ HIGH POINTJIN SIZE OF LEACHING FACILITY REQUIRED: � CONCTRACTOR TO BE CB/L AD � ROAD. EL.EV 0 AWARE OF OHW D -BOX PLU \ \ \ DESIGN PERC. RATE: <6 MIN./ INCH a N/F (OVERHEAD WIRE) V1 X 10.6 !\� ` 10.8 NGVD OL '1' /i LONG TERM APPL. RATE 0.70 MICHAEL KACZMAREK Ri. F`0 G.P.D/S.F. 00 ASSESSORS MAP 29 PROPOSED H-20GIF y PARCEL 127 1,500 GALLON MIN 00, I\01 O \ 330 GPD 0.70 GPD/SF = 472 S.F, 0 SEPTIC TANK /i In pyw / ° CONCTRACTOR TO BE FA\` \ AWARE OF OHW LIMITS OF 000 TEST IT (OVERHEAD WIRE) SIZE OF LEACHING FACILITY PROVIDED: EXCAVATION SEE EAND 6S 5� - OO 43o /s tiF NW � 330 GPD -'0.70 SF/GPD = 472 S.F. PAUL D. GOODRICH ASSESSORS MAP 29 PARCEL 118 I q • ''- • Lp ' - 5, ' • �� uPLT BOTTOM = 15' x 32' = 480 S.F 3 1p� /// \ •.� . S � \ 480 S.F X 0.70 GPD/SF = 336 GPD // ' / •/ -- gip, \ \ C.O. \-�. / \ \ 12" OAK- . • F��PG�/ ` � 1•°••• • PSS ••?' \ LOCUS INFORMATION �09slB9 \�MI REMOVE &REPLACE EXISTING WATER LINE OF N/F S- / 9S' -I • / � �s, • -�O OSS, \ •° 9� � USE LEACHING FIELD CB/LEAD r PLUG ro ri / / \ / / \c�`S`!!•L \ 9 / . • 1?:. Alf � B CURRENT OWNER: LAUREL MILLS TITLE REFERENCE: DEED BOOK 16017PAGE 325 LAUREL MILLS / < EXISTING 3 BEDROOM \ / 9PLAN REFERENCE: BOOK 33, PAGE 63 / ASSESSORS MAP 29 \ DWELLING TO BE / k. PARCEL 126 0 \ REMOVED & REPLACED / �p�/ p�� 0 �� \ FJ \ \ ASSESSORS MAP: 29 5,400±S.F. / \\ 'p. \\ WITH A NEW // / G opt` MIN P� \ 26 �9f \ _0 �p \ 3 BEDROOM DWELLING / / '� CB CPLUG B/LEAOFF \\+ FO PROP. TOF 12.3 / /i O� PCO \ ZONING DISTRICT: FRONT EXISTING \r'Iq,OF \ / � c�� SETBACKS: FRONT 30' S LEACHING AREA \ CI \\QG \ REAR 20SIDE , Tw. TO BE LOCATED AND \ { \ / `�O• ABANDONED IN \ \ \ /O \ MINIMUM LOT SIZE: 25,000 S.F. 00 ACCORDANCE WITH / Ch' O 00 r \ TITLE V EXIST. TOTAL LOT AREA: 5,400 S.F. F �9 ��`' oo' 0 0 Oy9/ / 4bS� •8 o \ OVERLAY DISTRICT: NOT IN A ZONE II 00 / ? FEMA v \ \ FLOOD ZONE DISTRICT: ZONE A-12 (ELEVATION 12) PANEL #250015 0005 D F,yO� `L� /�O�P P�k,� 6.2 r r PROP. LOT COVERAGE: (DWELLING & DECK) 1,131± S.F. (217.) GO gkh N/Fb :o N/F 00' Kgs FRANCES RAND -SHAW "RONALD C. YATES LIFE EST. ASSESSORS MAP 29 PARCEL 119 5 ASSESSORS MAP 29 LOCUS PLAN: NO SCALE PARCEL 125 V"- ftsm VARIANCES REQUESTED: \ N/F DOMENICK J. ROSSETTI TITLE V: SECTION 15.211: 1 TO ALLOW LEACHING SYSTEM TO BE 5' OFF FRONT ASSESSORS MAP 29 () PARCEL 120 PROPERTY LINES IN LIEU OF 10'. PLAN VIEW SCALE: 1' = 10 FEET 0 5 10 20 FT. c YE, IA m La CNIL %o.46205,0 R• FESSlO Et�G 3/ \ Z tiQ GR�� 9RE�R RO �� SAGAMORe W/NDME 5�'E \ L❑GLIB RE ET REVISIONS NO. DATE DESCRIPTION 1. 4/29/08 NEW DWELLING RELOCATE TANK H-20 COMP. GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY &NEW DWELLING LOCATION 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 ANY KNOWN 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 O No. 4 STEVE </=s.o 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 MATH 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. 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION THE ENGINEER IS TO BE NOTIFIED OF ANY FBSC GROUP IELD CHANGES THAT MAY BE REQUIRED. 349 Route 28, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN REPAIR #19 SAGAMORE ROAD W. YARMOUTH MASSACHUSETTS PREPARED FOR: ROBERT BARTOLINI 35 WOODLAND ROAD ASHLAND, MA 01721 (508) 561-7400 DATE: SEPTEMBER 25, 2002 COMP. DESIGN: K. HEALY CHECK: B. YERGATIAN DRAWN: K. HEALY FIELD: D. GAZZOLO / J. McCARTIN FILE N0. 8448-SEP.DWG DWG N0. 5320-04 JOB NO. SHEET 1 OF 1 4-8448.00