83-1828 - Sewage Disposal Design RepairREVISIONS
•AIL: 1,500 ca��oN H -2o DISTRIBUTION BOX DETAIL: H-20 LEACHING FIELD DETAIL: NOT TO SCALE N0. DATE DESCRIPTION
SEPTEMBER 10, 2002 SEPTIC TANK DE ,VEN� 1. 4/29/08 NEW DWELLING
SOIL TEST PIT DATA; NOT TO SCALE NO. OF OUTLETS : 9
NOT TO SCALE 3s" MAX .COVER RELOCATE TANK
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES -I BE CAST IRON, FINISHED GRADE / FINISHED GRADE
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. a.o' H-20 COMP.
TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE '•a a••'.v a•••• 3' WALLS NOTES:
2. SEPTIC TANK TO WITHSTAND H-10 LOADING COVER I yc \
TEST PITL- UNLESS UNDER PAVEMENT, DRIVES OR Q; a a ; . 1. DIST. BOX TO WITHSTAND H-20' LOADING �`
TRAVELED WAYS, WHEREIN H-20 LOADING T 2. PROVIDE INLET TEE OR BAFFLE WERE _
GRD. EL. 10 `I INDICATES OF ONCRETE
SHALL APPLY. SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 4" pVC�
3 O 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24• DIA CONCRETE MANHOLES •z 4' PERF SCH 80 PVC 50.005'/' . a n e C
EST. HIGH EL. ESTIMATED CONSTRUCTION SHALL BE WATERTIGHT. 1 T 2O• IN PUMPED SYSTEM. ° aq°�gpa " 'qpu,' a M ;f a4"f'+�4 �° 3f°�°`1'r� i� 6' �TM
F�
W METAL HANDLES BROUGHT T rea$°sn$°f$ ems$ �$• 4o$•'AD$' �$' GENERAL NOTES:
SEASONAL HIGH / . ea e . sa •a eaea a "a.a "a ^`• ua na . ' iii
4. FILL ALL UNUSED KNOCKOUTS WITH T6 6" OF FINISH GRADE 3. FIRST TWO FEET OF PIPE OUT OF DIST. / ^ • a ° a9f °`�°� 1. THIS PLAN IS FOR DESIGN AND
LOAMY SAND GROUND WATER MORTAR. 6' 9,5 OUT( ETS 6 1 BOX TO BE LAID LEVEL ` CONSTRUCTION OF THE SEWAGE DISPOSAL
10YR 4 3 TEE TO BE UNDER 12" MIN .v..•. • • LEVEL BDTTDM FACILITY &NEW DWELLING LOCATION ONLY
6" INDICATES M.H. OPENING CO R 6• �azPa e • ae 'o 0o a .aa �oea T 4. RECOMMENDED MANUFACTURER-ROTONDO 32' 2• ALL CONSTRUCTION METHODS AND
y OBSERVED y�� r _/ F ' n$°n a°� $ate$ $ L- 4• OR APPROVED EQUAL PROFILE MATERIALS SHALL CONFORM TO MASS.
B _ GROUND WATER I 6• BOTTOM ON LEVEL 5. ALL PIPE CONNECTIONS AND CONCRETE D.E.P TITLE 5 AND LOCAL BOARD
RAISE M.H W 6' MIN. 3/4" TO
LOAMY SAND /' STABLE BASE 1 1/2' Cf1USHED CONSTRUCTION SHALL BE WATERTIGHT. OF HEALTH REGULATIONS.
10YR 5/4 11'-0" SEWER BRICK c:• P-6 �,ie - -
ORTAR _ '� CROSS-SECTION STONE BASE 36' MAX. - 12' MIN. COVER 3. ALL PIPES LOCATED UNDER PAVEMENT
INDICATES NORMAL WATER LEVEL 12' 6. FIT BREAKOUT BARRIER SNUG AROUND
" PERC. D -BOX AND USE EPDXY RESIN FOR WATER OR TRAVELED WAY SHALL BE SCHEDULE
19 TEST i 3• _ TIGHT SEAL 4" MIN. LOAM &SEED 40 OR EQUAL
EL = 8.8 / 2% MIN. FINISH GRADE
10" 14" 4. THERE ARE NO KNOWN PRIVATE WELLS
Cl pn5'_-O'
SEPTICa 7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. LOAM & SED DISTURBED AREAS LOCATED WITHIN 150 FT. OF THE
INLET TEE ? 5'-0" T 30"
is• H[w PROPOSED LEACHING FACILITY NOR
MEDIUM SAND INDICATES (PRECAST DIST. 311 nnxn�u+ „._..- .....- ANY KNOWN WELLS PROPOSED WITHIN
tOYR 5 6 UNSUITABLE _ .'-" T/ 4 _9" w We an a 6'-O• BOX 18' a . .L2• MIN. OF 1 TO
150' OF ANY KNOWN LEACHING FACILITY.
" 4'-1" MIN. 30' / $ a° gPi`gP 4ii i� 1`9Pa " °
MATERIAL OUTLET TEE e- DIAMETER �1's .a • ,� . a�o��q.�a� �a k'Pal°�'P 1/2" WASHED STONE 5. 441THIN LIMIT OF EXCAVATION REMOVE
6'-2" LIQUID DEPTH (�S +T ) CLEANOUT f'' •:`tea pa � a^a�'�3pd 4�z ALL TOPSOIL, SUBSOIL AND OTHER
d
'. a
WN:/z " `� IMPERVIOUS MATERIAL.
67"
Y
3/4" TO 1-1/2" DOUBLE I
WASHED STONE (NO FINES) I 4' I 4' I 1.5' I 6. REPLACE WITH CLEAN WASHED SAND
LOAMY FINE SAND DATE: v' a BOTTOM ON LEVEL STABLE BASE° L (• T -T (T') OR OTHER CLEAN GRANULAR SOILS
2.5Y 5/4 " 9/10/02 PLAN VIEW y�y�q f 8� CROSS-SECTION CONFORMING TO THE FOLLOWING
81 6' MIN. 3/4' TO
TEST BY: 1 1/2" STONE CROSS-SECTION VIEW PLAN NEN! SIEVE ANALYSIS:
EL = 3.6 10% (MAX) BY WI SHALL
EVE
THE BSC GROUP, INC. <10A% OF No. SS No. 04 (SIEVE SHALL
EL = 3.0 _ 88" WITNESSED BY: DESIGN CRITERIA. PASS No. 100
EL 0.9' - 114" LYNN MULKEEN-MCCARTIN <5 % OF No. 4 SIEVE SHALL
PERC. RATE: \BD,/'ADED DESIGN FLOW: PASS No. 200
n UNIFORMITY COEFFICIENT ®No. 4
6 MIN./INCH \ o G 3 BEDROOMS AT110G.P.B./D 330 G.P.D. SIEVE </=6.0
C3 SOIL EVALUATOR o
LOAMY FINE SAND CRAIG FIELD \ ?2 �� 7. EXISTING UTILITIES WHERE SHOWN
2.5Y 6/3 11 p IN THE DRAWINGS ARE APPROXIMATE.
[j�' � Z THE CONTRACTOR SHALL BE RESPON-
SOIL CLASS: TO v \ m REQUIRED SEPTIC TANK: SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON -
1 �/ n D' 330 X 200% = 660 GAL. smucTION ACTIVITY WITH DIG -SAFE
120,. !! v
EL = 0.4 L.T. A.R. �' 1500 GAL. AND THE APPLICABLE MAINTAINING
0.74 G.P.D./SQ.FT. BENCHMARK: O�c"!� \� r m SEPTIC TANK PROVIDED: = COMPANY AND MAINTAINING THE
r EXISTING UTILITY SYSTEM FI SERVICE.
TOP OF CONC.
BOUND EL. 10.59 p DIG -SAFE SHALL S CHUS
^' o 'SIZE OF LEACHING FACILITY REQUIRED: THE STATE of MAssacrlusErrs
N.G.V.D. O^ HIGH P09NT IN STATUTE CHAPTER 82, SECTION 409
CB/LED ,N
'`1 CONCTRACTOR TO BE PLUG ROAD. ELEV DESIGN PERC. RATE: <6 MIN./ INCH EN TEL 1-888-34T GUAR. THE
DATUM. d 10.8 NGw ENGINEER DOES NOT GUARANTEE
AWARE OF OHW D -BOX ha X 10.6 \ LONG TERM APPL. RATE 0,70 G.P.D S.F.
W � / THEIR ACCURACY OR THAT ALL
VERTICAL DATUM: 1929 NGVD a N/F (OVERHEAD WIRE) 2Rj - UTILITIES AND SUBSURFACE STRUCTURES
a MICHAEL KACZMAREKRE SHOWN. LOCATIONS AND
BENCH MARK USED: TOWN OF YARMOUTH MONUMENT #4 m ASSESSORS MAP E PROPOSED H-20 10' °o c<" 330 GPD 0 70 GPD/SF 472 S.F.,, TAKENELEVA10N5 OF UNDERGROUND U11LI11ES
BENCH MARK SET: TOP OF CONCRETE BOUND EL.=10.59 PARCEL 127 1,500 GALLON MIN ojy I�0,` O� CONCTRACTOR TO BE TAKEN FROM RECORD PLANS. THE
x SEPTIC TANK / q AWARE OF OHW CONTRACTOR SHALL VERIFY SIZE
O Olgw F,�, SIZE OF LEACHING FACILITY PROVIDED: LOCATION
AS REQUIRED LPROR
007 O - - si\ �� O (OVERHEAD WIRE)
PROFILE: NOT TO SCALE o �F��ti� - To THE START of CONSTRUCTION.
LIMITS OF o,0' TEST PIT THIS
EXCAVATION > / !y 330 GPD - 0,70 SF/GPD 472 S.F. g, THIS SYSTEM IS NOT DESIGNED FOR
EL= A
FIRST PIPE LENGTH SEE NOTES O 50 %s yF0 HW \ THE USE OF A GARBAGE GRINDER.
TOP FOUNDATION ^BOLT ON METAL COVERS TO TO BE SET LEVEL 5 AND 6 % % ARECOMMENDED GARBAGE GRINDETO R IS NOT
/\ USE LEACHING FIELD ADVERSE MPACISETO THELEACHING`SS, 9s, , ss = 480 S,F FACILITY.
n.ne�.,•^ l:RnOE. FOR MIN. 2' FINISH GRADE REMOVE &REPLACE % 9 �s. 9 /- B❑TT❑M = 15' x 32'
EL. -11..5. r,non cu o
/ EL-=s.fi-s.7 EXISTING WATER
4' PVC SCH 80 LINE I ' 18s OA +�?• •, _ � UPLT 9. EXITING INVERTS ARE TO BE CHECKED BY
,' L 5 \ THE CONTRACTOR PRIOR TO CONSTRUCTION
r LEACHING FIELD _
4" PVC SCH 8
H 480 S.F X 0,70 GPD/SF 336 GP
28'®0.025 4'®0.03 5'®� 10 THE ENGINEER IS TO THAT
TMAYNOTIFIED OF
3 \ / / \ %, G \ ANY FIELD CHANGES THAT MAY BE
\ B
I=D
I -G OO REQUIRED.
I I -E \„K /� \ O /
I=C 5OUTLET I=F F, C.O. \ INFORMATION
DIST. BOX 5' SEPARATION PROVIDED t'G y \ \ LOCUS
SEPTIC TANK \
` EST. HIGH GROUNDWATER ��� �PG q`s! \ 10. POP S ^ . q y CB/LEAD rA
5°� PJ 0� n p9B MI o „. T PLUG G CURRENT OWNER: LAUREL MILLS177771
�!� CB
K SpA ��pG% �G/ �� \ ,� \ Lica !< \\ Z , 12 OA �� 37 \ O \ TITLE REFERENCE: DEED BOOK 16017,tv
PAGE 325 LI x`
N/F o/ o.
INVERT ELEVATIONS: PAUL D. GOODRICH N/F _ PLAN REFERENCE: BOOK 33, PAGE 63 349 Route 28, Unit D
#19 �J
A ASSESSORS MAP 29 LAUREL MILLS EXISTING 3 BEDROOM -9�
TOP OF FOUNDATION 12.3 i i F, o� \o�J ASSESSORS MAP: 29 W.Yarmouth Massachusetts
9 80 PARCEL 118 ASSESSORS MAP 29 \ DWELLING TO BE QO/�\� 0 F,� PARCEL: 126 02673
GARAGE SLAB PARCEL 126 o \ REMOVED & REPLACED i� C3 �P MIN �, 5087788919
4" INVERT AT BUILDING 9.70 B 5,400±S.F. / \\ �Oo \\ WITH A NEW ,, ,BOJ �P CB ZONING DISTRICT: FROM
.9' \ , Os, �o \ 3 BEDROOM DWELLING , O�� �O SETBACKS: FRONT 30'
4" INVERT AT SEPTIC TANK (IN) 9.30 C CB/LEAD \ + FO PROP. TOF 12.3 /iii 05�P SIDE 15' PROJECT TITLE:
4" INVERT AT SEPTIC TANK (OUT) 9.05 D PLUG OFF EXISTING \\`,�'pFo \\ , Q REAR 20'
4" INVERT AT DIST. BOX (IN) 8.90 E LEACHING AREA \ \ i MINIMUM LOT SIZE: 25,000 S.F. SEWAGE DISPOSAL
4" INVERT AT DIST. BOX (OUT) 8.73 F S`�oo TO BE ABANDON DDINND \\ ` \\ i �� O 00 ro �p
EXIST. TOTAL LOT AREA: 5,400 S.F. SYSTEM DESIGN
o� ACCORDANCE WITH �p ���C2 �O o o OVERLAY DISTRICT: NOT IN A ZONE II
INVERTS AT LEACHING FACILITY: / 6•S 1 '� REPAIR
�'y9/ �.3 pv \ 0 /b s" \ .. ZONE DISTRICT: ZONE A-12 (ELEVATION 12)
4" INVERT AT BEGINNING PANEL #250015 0005 D
OF LEACHING FIELD 8.66 G �!%, �8� / �`' h� G� !'' #19
1 PSP � �' PROP. LOT COVERAGE:
4" INVERT AT END F't' ,LO ��,�� F, 6.2 r (DWELLING &DECK) 1,1311 S.F. (21%)
OF LEACHING FIELD 8.5 H SAGAMORE ROAD
k�y>
ELEVATION AT BOTTOM Nom. W. YARMOUTH
OF LEACHING FIELD 8.0 J o,
s°� c�N�'� FASSESSORSNMAP 29 LOCUS PLAN: N❑ SCALE MASSACHUSETTS
ADJUSTED FOR HIGH TIDE 3.0 K N/F PARCEL 125
..RONALD C. YATES LIFE EST. 28
p ASSESSORS MAP 29
09 PARCEL 119 N
.
OBSERVED GROUNDWATER ,7,7
PREPARED FOR:
,A OF _ �- o_� 3 ROBERT BARTOLINI
Q
35 WOODLAND ROAD
BRM G. y�zq� rn ASHLAND, MA 01721
z N 2
VARIANCES REQUESTED: 9oF .S EP(5os) 561-7400
S - �
DOMENICK JF ROSSETTI7�11?
Fssro
RD DATE: SEPTEMBER 25, 2002
ASSESSORS MAP 29
PARCEL 120 l���L SAGgM RE COMP. DESIGN: K. HEALY
TITLE V: SECTION 15.211: (1) TO ALLOW LEACHING SYSTEM TO BE 5' OFF FRONT ��// CHECK: B. HERGATIAN
PROPERTY LINES IN LIEU OF 10'. �NDM Rq DRAWN: K. HEALY
PLAN V V I EW LOCUS ERE STREET FIELD: D. GAZZOLO / J. McCARTIN
SCALE: i" = 10 FEET FILE NO. 8448-SEP.DWG
DWG NO. 5320-041
0 5 10 20 FT. SHEET 1 OF 1
JOB N0.4-8448.00