HomeMy WebLinkAbout347 Great Island Road Sewage Disposal System Repair 2a
SOIL TEST PIT DATA: OCTOBER 20, 2004 SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING FIELD DETAI • NOT T0 SCALE
NOT TO SCALE
L.
TEST PIT .�- N0. OF OUTLETS 9
GRD. EL. 7.5 NOTES: I. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 38' MAX -COVER
HIGH GROUNDWATER COMPUTATION REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
EST. HIGH GW. 3.5BASED ON NGVD) 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TTO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 3• WALLS FINISHED GRADE
DATE: UNLESS UNDER PAVEMENT, DRIVES OR COVER 1 N0113:
10/20/04 TRAVELED WAYS, WHEREIN H-20 LOADING 1
USE 2.5 NGVD SHALLAPPLY. 6;�•••.:�.••.v �•.•• :q.:: 1. DIST. BOX TO WITHSTAND H-20 LOADING
15" TEST BY: 3. ALL PIPE CONNECTIONS AND CONCRETE rrc 2- PROVIDE INLET TEE OR BAFFLE WHERE 4• DVC • •i, • moi• •y. '� -- -- P ENDS
USE 3.5 MLW DATUM 2-24` DIA CONCRETE MANHOLES SLOPE OF PIPE EXCEEDS 0.08 FT. 4' F :ply
THE BSC GROUP, INC. CONSTRUCTION SHALL BE WATERTIGHT. q
PER BOARD OF HEALTH W METAL HANDLES BROUGHT pb
IN PUMPED SYSTEM $° �' �t A t • . • . .
4. FILL ALL UNUSED KNOCKOUTS WITH
REVISIONS
NO. DATE DESCRIPTION
1. 1/3/05 BOH LINER
• O • • • O • • • •t • • • •• • •Y • •• • • . �iN
WITNESSED BY: 6 OF FINISH GRADE 20 �,$ bg°.°. `1
DAVE FLAHERTY MORTAR' 1 N 6" 9,s• ouTLETs GENERAL NOTES:
21" TEE TO BE UNDER 8" I 3. FIRST TWO FEET OF PIPE OUT OF DIST.
M.H. OPENING 1 BOX TO BE LAD LEVEL
PERC. RATE: 'z "�Yb• T 4. RECOMMENDED MANUFACTURER-ROTONDO 29' LEVEL 130TTUN I- THIS PLAN IS FOR DESIGN AND
34 MIN./INCH INDICATES "� $ �' L 4• OR APPROVED EQUAL 29' ON EACH SIDE - 58' TOTAL LENGTH CONSTRUCTION OF THE SEWAGE
EL = 4.7 • SOIL EVALUATOR -L ESTIMATED 10'-6• RAISE BRW 4' BOTTOM 011 UEVEL
SEASONAL HIGH SEWER BRICK . DISPOSAL FACILITY ONLY.
• -. .- ,.. STABLE BASE 8 MEN. 3//4 TO 5. ALL PIPE CONNECTIONS AND CONCRETE PROFILE 2 ALL CONSTRUCTION METHODS AND
CRAIG FIELD GROUND WATER 10'-0" & MORTAR 1 1 2" CRUSHED CONSTRUCTION SHALL BE WATERTIGHT.
M 12 CROSS-SECTION E BASE MATERIALS SHALL CONFORM TO MASS.
6 FIT BREAKOUT BARRIER SNUG AROUN D E
SOIL CLASS: INDICATES - 30 T_L48• 1 V OBSERVED PRECAST SEPTIC TANK 10' 14"
GROUND WATER INLET TEE 5'-1•
L.T.A.R. ,
58" 0.74 G.P.D./SQ.FT. INDICATES - _ _ 5 r
4'-6• ` 4'-0' MIN. m ecw ox
MEDIUM SAND PERC. z `: LIQUID DEPTH an
2.5Y 6/6 TEST }
120" ® ,...:: •sdt..: %: t.f- .�► : ..
EL = -2.5 INDICATES BOTTOM ON LEVEL STABLE BASE •
D 36` MAX. - 12' MIN. COVER OF HEALTH REGULATIONS. BOARD -
D -BOX AND USE EPDXY RESIN FOR WATER
TIGHT SEAL /2% MIN F#41SH GRA I ALL PIPES LOCATED UNDER PAVEMENT
7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. / LOAM It SEED DISTURBED AR /- 4' MIN. LOAM k SEED OR TRAVELED WAY SHALL BE SCHEDULE
3 / 40 OR EQUAL
p Mnl 4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED TITAN 150 FT. OF THE
t.o ' ~ • • PROPOSED LEACHING FACILITY NOR
• • S• 2' MIN. OF 1/8' TO ANY KNOWN WELLS PROPOSED WITHIN
6 ! • •.' • • • •< • • 1/Y WASHED STONE 150' OF ANY KNOWN LEACHING FACILITY,
3/4• TO 1-1/2• DOUBLE x� `,' `� mL 5. WITHIN LIMIT OF EXCAVATION REMOVE
UNSUITABLE PLAN VIEW 3' WASHED STONE (No FINES) is,
ALL TOPSOIL. SUBSOIL AND OTHER
MATERIAL Irdsg/ IMPERVIOUS MATERIAL
s MIN. 3/'4* To CROSS-SECTION VIEW N1 PLAN VIEW CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS
SA
1 1/2' STONE 8. REPLACE WITH CLEAN WASHED SAND
j i CONFORMING TO THE FOLLOWING
I SIEVE ANALYSIS:
DATUM: , ' I wl I 1 JAMES L./MCGOVERN I f 10% (MAX) BY WT. SHALL
VERTICAL DATUM: MLW ' N ` ASSESSORS MAP 14 / DESIGN CRITERIA: PASS No. 50 SIEVE
t ! I ��o� ; PARCEL 5 / // PASS No. 100 LEVE SHALL
BENCH MARK USED: RM 24 EL.=9.74 MLW N i� i l I cG I ri J I I GU3 WIRE DESIGN FLOW 6 7L OF No. 4 SIEVE SHALL
RM 24 EL.=9.74 MLW 1 ` _
00
BENCH MARK SET: TOP OF CONC. BOUND ` ~ S 4a't6'2o• E 19s.3o' / _ 0 5 ' S BEDROOMS ATILG.P.B./D 550 G.P.D. UNIFORMITY 2000EFFICIENT o No. 4
EL.=8.37(MLW) ' SIEVE -6.0
^ o LO od </
NOTE: NGVD = MLW-1.00' I aH BENCHMARK: 7. EXISTING UTILITIES WHERE SHOWN
I I I /
ELECTRICJ%' TOP OF CONCRE 60UND REQUIRED SEPTIC TANK: IN THE DRAWINGS ARE APPROXIMATE
METER - ELEVATION 837' THE CONTRACTOR SHALL BE RESPON-
VARIANCES REQUESTED: 1 ( l �. r--- -----10. 1 w� 550 X 200% = 1100 GAL. SOLE FOR PROPERLY LOCATING AND
0' i SEPTIC TANK PROVIDED: = 1500AL. COORDINATING THE PROPOSED CON-
, / 24.8. SATO ;HE ACTIVITY
CIJ VITYE WITH DIG -SAFE
TOWN OF YARMOUTH, BOARD OF HEALTH REG. 1 I I `p 8 �(PR�Np
CB/DH/ TILITY
SIZE OF LEACHING FACILITY REQUIRED: COMPANY AND MAINTAINING THE
TO ALLOW THE LEACHING SYSTEM TO BE I I DE WATERW�Ys I I o _ _ _ FND = _ i DESIGN PERC. RATE �G-SNGUTILITY IPE SHALL BE NOTIFIED IN s�P��
7
LICENSE #3 i �pPs �1� 9� YHO �' r p I I ---�-- MIN./ INCH THE STATE OF MASSACHUSETTS
LONG TERM APDL RATE 0.74 G.P.D/SF. STATUTE CHAPTER 82, SECTION 409
96' FROM MHW P
(D TED 0592 I �T �Q� AT TEL 1-669-344-7233. THE
I I I� D wl ' 3 }} ENGINEER DOES NOT GUARANTEE
Q / ( - �P�� 0 f I�'+ �I f 550 GPD + 0.74 GPD/SF = 744 S.F.
O I I r AI = THEIR ACCURACY OR THAT ALL
NOTE: `�' � a� I I 1 / 0 z I ` UU�TIU TES AND SUBSURFACE STRUCTURES
OWN. LOCATIONS AND
1. 40 mil POYL LINER - 4' HIGH ALL AROUND PIE I ( \ I I I z of i SIZE OF LEACHING FACILITY PROVIDED: ELEVATIONS OF UNDERGROUND UTILITIES
X�G9 P � m I TAKEN FROM RECORD PLANS. THE
LEACHING AREA TO MEET BREAKOUT REQ. �, I I �� I EXIST. I I IR VE AREA I I I P 74SF/GPD_ CONTRACTOR SHALL VERIFY SIZE.
- o �q \ BITUMINOUS 1 .5 x52' ❑ -744 S,F,LOCATION AND INVERTS OF UTILITIES
r pAND qo I INSTALL NEW EJECTOR ! DRIVEWAY I i M I / - -LEACHINGF TO THERS ART OF CONSTRUCCTURES AS �TI011PRIOR
�O�
2. SEE ATTACHED FLOOR PLANS /GRINDER PUMP
EXISTING I ti F (<20 GPM) VATH Bol roM
16" FIBS ROLL 7j� �� 2� FORCE MAIN I I 9.2 _13, x 8' = 4 S.F 8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
USED T I I 4KO I I SLAB I BIT, �C I A GARBAGE
GRINDER IS NOT
STABILIZE( I �i�` S A , ❑ t 754 S.F X OJ4 SF/GPD = 558 GPD RECOMMENDED DUE TO RECOGNIZED
/ J ' ERODIN � INLAND BANK I I 41E,• �O - - �Ex�s_T!N CRAWL I GRAVEL / f I I ADVERSE IMPACTS TO THE LEACHING
25.6' I �NV_y.O STOOP I `0 / FAd�.ITY.
C GAS � 9. EXITING INVERTS ARE TO BE CHECKED BY
OF �� 1 I I - - -CRAWL ETE I ` THE CONTRACTOR PRIOR TO CONSTRUCTION
� � F 1 ryl /f¢ oI FULL - ; -- t1_ I o LOCUS INFORMATION THE ENGINFIELD CR IS TOTH T MAY- OF
FIELD DAVIDCRAIGA _ Q, I EXISTING '� ' a IL ANY FIELD CHANGES THAT MAYBE
dNl No.38039 a v N l j M! / v-� UTILITY •9 rI ' ' w REQUIRED.
10
No.32112 ! 1 d / M I ROOM I ' . : . . ' _ . .I a 3
f 2 20pN\ 0.3 w )� CURRENT OWNER: ROBERT E. GRIFFIN &
) m`y :: 11.8 11.8 X I JUDY M. ZEHENTNER
42 EXIST. •2
• �� 8 �r' _ = I �l - V ,,, SLIDER/ EXISTING] : w : -II n TITLE REFERENCE: CERT. /158001
/'f Q• r Q 0 I I o > BREAKOUT 5 BEDROOM w> -. I
3�0'S m p I o , m w i ! \ EXISTING PANEL DWELLING :: : I_ .p T PLAN REFERENCE: L.C. 14426-H (/''�TA�n T �
"' m o M ¢ � ' ! I �, 1` I GETATED NE DECK I MLW DATUM 11 20.9 j11 {I� a 3 / C ASSESSORS MAP: BSC Roo
• �p11 ' V) ., I/ t I TOF=11.5 STO P �,' w 1� •I o < 14
INVERT ELEVATIONS. g I �wil Q 0 ' I jj I BASEMENT FF=5.6 Q m • I JI" - O PARCEL 4 657 Mala Street, (RT. 28) Ullit6
+ 3 p ml I 1 / 5 8 X I EXISTING INV=8.3 cr o ; : :b [/_---_- ZONING DISTRICT: R-25 W. YS1iIlOtitll MaSSachlrselis
ff �{ PROPOSED INV=9.90 APPROX. I F 0 02673
TOP OF FOUNDATION 11.53 A z Q I o , ' �. I ¢ I LOCATION : r �:: 4o MIL SETBACKS: FRONT 30
4" INVERT AT BUILDING (8.32 EX.) 9.90 P)B W I La, ( I I SEP EXIST. r I . • REAR SIDE 20' sos 778>3919
j _ POLY. LEER
4" INVERT AT SEPTIC TANK (IN) 9.70 C I l W' t , ! ' \ I I � D -BOX I :: ` I rf :: BARRIER
I MINIMUM LOT SIZE: 25,000 S.F. PROJECT TITLE:
4" INVERT AT SEPTIC TANK (OUT) 9.45 D i� f + f I PROPOSED 1500 ! I 1D. , EXISTING LOT AREA: 25,098*S.F.
" i 1 I PROPOSED I GALLON SEPT1C TANK
-
4" INVERT AT DIST. BOX (IN) 9.34 E I CII BELOW' I DESIGN FOR
4" INVERT AT DIST. BOX (OUT) 9.17 F W ` I I WOOD DECK 6.1 X I EXIST. THIGH I BELOW OVERLAY DISTRICT: NOT IN A ZONE II
SET ON flNl� I SEWAGE DISPOSAL
J I TUBES 0 i WIN. WELL � r- _ _ � ^ I f I • �� ,� 3 GRADE FEMA FLOW
TOP -11.0 --1111-- - 1
L - _ - - Ai- - - - - • I I ZONE DISTRICT: ZONE Al2 (ELEV. 10 NGVD)
INVERTS AT LEACHING FACILITY: 1 , ' 4 I N/F I 1.4' _ 15 " _: -� ZONE Al2 (ELEV. 11 MLW) SYSTEM REPAIR
R BERT E. GRIFFIN & OVERHANG O I ' '
i EXISTING DATED: JULY 2, 1992
4 INVERT AT BEGINNING ` j 1• I J DY M. ZEHENTNER I ` WOODEN STOUP
OF LEACHING FIELD 9.15 G t ` SESSORS MAP 14 I PANEL If 250015 0005 D
1 \` PARCEL 4
RE ED �
STEPS 0 B WV
4" INVERT AT END ! ' I I 25,098±S.F. I g5' 10 to o•--� `o I. I347
OF LEACHING FIELD 9.0 H / `� I l5° i` �'::: I GREAT ISLAND RD. -
ELEVATION AT BOTTOM I I I \�� \ -9-
( / 1 I W. YARMOUTH
OF LEACHING FIELD 8.5 J I \ \ \\ \, \ i �- _ ,8- _ '0 LOCUS PLAN: N❑ SCALE
ADJUSTED I N\ \ \ \ it - - -- .
MLW 3.5 K ' • � BU DING SETBACK �- -� I � MASSACHU ETTS
._ � �-- - -8- -"' I:�' X 11.8 11.8 - ' -
GROUNDWATER (2.5 NGVD) -
` \ � � \ yl- LINE
OBSERVED
GROUNDWATER (1.6 NGVD) MLW 2.6 I \ \ 9 TO µHW _ _ _ N
t , I 00' MIN) ��� TEST ^ 28 FE 0 2 2005
I _ o \
FIRST PIPE LENGTH I I 11, I �
. To BE SET (Eva. I 3 � � � A PITT � W \ 28 PREPARED FOR:
PROFILE: NOT TO SCALE H
_ ROBERT E. GRIFFIN
FOR MIN. 2' I I 189.44' �+ PROPOSi D ❑ o
e 2 JUSTIN COURT
EL- A 0 5' OVERDIG 4 HIGH ch �
TOP F DATION CONCRETE COVERS TO WITHIN 1 _ N48'16'20"W I ! J t I oo (SEE NOTES la
� °7 I I e PALISADES MY
EL10.6" OF FINISHED GRADE. \ +i 5 & 6) WALLNTNr ,.10964-1511
FINISH GRADE N/F o � PROPOSED z I I�o LENTS BAY POND Q
4' PVC SCH 40 - _ s PIER t ERNEST P. DAVIDOW TRS. I lz
m -H LOCUS S DATE: 11/30/04
\ 1 ! ASSESSORS MAP 14 m O S A.S. o I fA GULL R COMP. DESIGN: K. HEALY
_ LEA04NC FIELD _ _ _ \ \ \ PARCEL 3 VIEW
/ NOTE: 13' X 40
_ _
PLAN I E 1111 1 • ELEVATIONS BASED ON A MLW DATUM. J CHECK: D. CRISPIN
\ ' �� f NANTUCKET SAND
B I ISG 2. TIDE ELEVATIONS BASED ON THE NOAA J I �� DRAWN: P. HAGIST
I -c H_E � \ f I . SCALE: 1' = 10'
TIDE TABLES EAST COAST NORTH & SOUTH I 4.P FIELD: D. GAZZOLO / J. McCARTIN
I OUTLET IAF SEPARATION 1 f ' AMERICA 2002. I FILE NO. DESIGN\6169SEP1.DWG
DIST. BOX 3. CONTRACTOR TO VERIFY LOCATION OF L (ACHING AREA
SEPTIC TANK , ESL HIGH GROUNDWATER \ �
1
K 0 5 10 20 FEET ASSOCIATED WITH NORTHERLY OUTLET Pip' DWG N0.4528-02
C ABANDON IN ACCORDANCE WITH TITLE 5. C SHEET 1 OF 1
J B N0.4-6169.00