HomeMy WebLinkAbout67.81 - Design for Sewage Disposal System RepairTRAVELED
/ 2% MIN. FINISH GRADE � 4" MIN. LOAM & SEED
LOAM & SEED DISTURBED AREAS
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
REVISIONS
SEPTIC TANK DETAIL:
1,500 GALLON
DISTRIBUTION BOX DETAIL:
NOT TO SCALE DESCRIPTION
LEACHING FIELD DETAIL: NOT To SCALE No. DATE
SOIL TEST PIT DATA: JULY 14, 2004
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- -
NO. OF OUTLETS : 5 _
NOT TO CALE
5. INLET AND OUTLET TEES TO BE CAST IRON,
FINISHED GRADE
36" MAX .COVER
TEST PIT -L-
NOTES: 1. SEPTIC TANK SHALL BE STEEL
REINFORCED CONCRETE.
SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
REMOVABLE -^ I 2' WALLS
FINISHED GRADE
NOTES:
GRD. EL 89 8
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
d p+ "�+°°Q;°;°+
COVER
;
ALL TOPSOIL, SUBSOIL AND OTHER
EST. HIGH GW. 82.7
UNLtSS UNDER PAVEMENT, DRIVES OR
WAYS WHEREIN H-20 LOADING
\\\ \
3/4' TO 1-1/2" DOUBLE
�;,a„+,a;:o„+,Q;.a,,,, :.�.:: 2" atic eAomtR
1. DIST. BOX TO WITHSTAND DRI LOADING
NLESS UNDER PAVEMENT DRIVES OR � CAP ENDS
FILL
LOAMY/ SAND
2.5Y 4/2
LOAMY B SAND
7.5YR 4/b
7EL=5.3
C SAN1OY5/8 -
SHALL APPLY. T T U
3. ALL (PIPE CONNECTIONS AND CONCRETE I I TRAVELED WAYS VHEREIN H-20 LOADING 4" PVC ' ' '� ' �' '=40-
34" HIGH GROUNDWATER COMPUTATION CONSTRUCTION CON SHALL BE WATERTIGHT 2-24' DIA CONCRETE MANHOLES SHALL APPLY. a4f qf, 4' P� F Soli j(C S
O V O O\ O O l O O♦ p g O O O O
qqppa q� aq�9r°aggpa,9�qqppao� gpaof°d° jjj'
(BASED ON TP#1 w/ METAL HANDLES BROUGHT -r 15" bb^ ��4' 4ob• �'b• "To6' "ab • �� �c' WITH
4. FILL UNUSED KNOCKOUTS WITH T6 8" OF FINISH GRADE p. B" 2. PROVIDE INLET TEE OR BAFFLE WHERE /' "' j ° ' a " aq°�` ° `� °" ° q°�+ ° ° uRPu ° ° GENERAL NOTES:
DEPTH TO WATER 8.B MORTAR. TEE TO BE UNDER 12" IN. 6 5,5" OUTLETS a 1 SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR b 1. THIS PLAN IS FOR DESIGN AND
42" M.H. OPENING IN PUMPED SYSTEM. LEVEL BOTTOM CONSTRUCTION OF THE SEWAGE
INDEX WELL MIW-29 V TIC T
$• °+ rr ° a °d ° "Oa Yb'Oa 24' - , DI FACILITY
WATER LEVEL RANGE ZONE A A' a n�� L- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. 2. ALL CONSTRUCTION METHODS AND
4' BOTTOM ON LEVEL BOX TO BE LAID LEVEL. PROFILE MATERIALS SHALL CONFORM TO MASS.
RAISE M.H W/- 6' MIN. 3/4" TO PROPOSED 40 MIL
CURRENT DEPTH®INDEX WELL(6/04) 8.3 70'-6" SEWER BRICK °:. •e. -:: ;;° STABLE BASE 1 1/2" CRUSHED OF H TITLE 5 AND LOCAL BOARD
WATER LEVEL ADJUSTMENT 1.7 & MORTAR ;� CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE POLY LINER. OF HEALTH REGULATIONS.
54" DEPTH TO ADJUSTED HIGH WATER 7.1 10'-0" 12" CONSTRUCTION SHALL BE WATERTIGHT. TOP ELEV. 89.0 36' MAX. - 12" MIN. COVER 3. ALL PIPES LOCATED UNDER PAVEMENT
NORMAL WATER LEVEL BOT. ELEV. 85.0
UNUSED KNOCKOUTS WITH MORTAR OR TRAVELED WAY SHALL BE SCHEDULE
85" to' t4"T
PRECAST SEPTIC TANK
o INLET TEE 5' =J�-�
"
5'-2' 4'-6' .` 4'-0" MIN. omeowora ' S'_8 151/2'
Z LIQUID DEPTH �Tnoi) e
5'-8"
106" • :.
N :i, e
5. FILL ALL
/ 2% MIN. FINISH GRADE � 4" MIN. LOAM & SEED
LOAM & SEED DISTURBED AREAS
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
ixl
$L nnx 1
PROPOSED LEACHING FACILITY NOR
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- -
ANY KNOWN WELLS PROPOSED WITHIN
+ a?ppla?P ° ° °
f p � �2" MIN. OF 1/8" TO
150' OF ANY KNOWN LEACHING FACILITY.
6 " °tirai1�a i/2" WASHED STONE
5. WITHIN LIMIT OF EXCAVATION REMOVE
d p+ "�+°°Q;°;°+
ALL TOPSOIL, SUBSOIL AND OTHER
\\\ \
3/4' TO 1-1/2" DOUBLE
IMPERVIOUS MATERIAL.
INDICATE e.... •°.....
" V ESTIMATED oka BOTTOM ON LEVEL STABLE BASE Q 3" WASHED STONE (NO FINES)
EL = 79.8 120 = SEASONAL HIGH �1� Typ 6. REPLACE WITH CLEAN WASHED SAND
GROUND WATER PLAN VIEW ucy�v� CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS
6" MIN. 3/4" TO CROSS-SECTION VIEW PLAN VIEW CONFORMING IS THE FOLLOWING
DATE: 1 1/2' STONE
SIEVE ANALYSIS:
7/14/04 INDICATES 10% (MAX) BY WT. SHALL
OBSERVED
PASS No. 50 SIEVE
TEST BY: - GROUND WATER%
THE BSC GROUP, INC. N/F DESIGN CRITERIA: d0 S OF No. 4 SIEVE SHALL
WITNESSED BY: Dog�►� OF A! 5 % No. too
INDICATES MARY R. LOMBARDO <s % OF No. 4 SIEVE SHALL
PASS No. 200
DAVE FLAHERTY PERC. ` �� ASSESSORS MAP 67 CESIGN FLOW: UNIFORMITY COEFFICIENT O No. 4
PERC. RATE: TEST f fT AFIELD N� PARCEL 79
� 3 BEDROOMS AT 110G.P.8./D 330 G.P.D. SIEVE </=s.o
_2 MIN./INCH No.38039
SOIL EVALUATOR INDICATES <I ALL EXISTING COMPONENTS FENCE 7. EXISTING ununes WHERE SHOWN
UNSUITABLE R�� TO BE PUMPED, CRUSHED STOCKADE IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
CRAIG FIELD MATERIALLmoNF AND REMOVED FROM SITE REQUIRED SEPTIC TANK: SIBLE FOR PROPERLY LOCATING AND
,fin �� ELTON M/ RAWLEY IN ACCORDANCE WITH- - COORDINATING THE PROPOSED CON -
SOIL CLASS: ASSESSORS MAP 67 TITLE 5. \ 330 X 200% - 660 GAL.
1 sTRUCTION ACTIVITY WITH DIG -SAFE
y PARCEL 80 AD FE CE SEPTIC TANK PROVIDED: 1500 GAL. AND THE APPLICABLE MUTILITY
AINTAINING
moi• 4•g' STOCK .� - N/F COMPANY AND MAINTAINING THE
L.T.A.R. JOHN A. CAVANNAH EXISTING UTILITY SYSTEM IN SERVICE.
0.74 G.P.D./SQ.FT. PROPOSED LIMITS OF ° DIG -SAFE SHALL BE NOTIFIED PER
/ i- / ASSESSORS MAP 67
40 MIL POLY LINER ,- -- i- � SIZE OF LEACHING FACILITY REQUIRED: THE STATE OF MASSACHUSETTS
-� \ / / 8g`-- f 8" OAK PARCEL 82 STATUTE CHAPTER 82, SECTION 409
PROPOSED 20 x 24 4 HIGH. „ 149. „ DESIGN PERC. RATE: <2 MIN./ INCH AT TEL. 1-888-344-7233. THE
DATUM: PROPOSED LIMITS OF LEACHING FILED N q.9'24 E i PROPOSED 1500 8 OAK
EXCAVATION. SEE 80• LLON SEPTIC / /� \ ENGINEER DOES NOT GUARANTEE
VERTICAL DATUM: ASSUMED NOTES 5 �c 6 88 `� TANK. ° LONG TERM APPL. RATE 0,74 G.P.D/S.F. THEIR ACCURACY OR THAT ALL
i ..�- � ,�.. / UTILITIES AND SUBSURFACE STRUCTURES
SHED PROPOSED 330 GPD + 0,74 GPD/SF = 446 S.F. ARE SHOWN. LOCATIONS AND
BENCH MARK SET: TOP OF EXISTING FOUNDATION 92.9 TEL. / '89� ADDITION ELEVATIONS OF UNDERGROUND UTILITIES
HAND \ ~ i / lO" OAK `S!1 TAKEN FROM RECORD PLANS. THE
» "`. / CONTRACTOR SHALL VERIFY SIZE,
HOLD 4 �* - 15.3' 23.0 / SIZE OF LEACHING FACILITY PROVIDED: LOCATION AND INVERTS OF UTILITIES
PROFILE: NOT TO SCALE N 6�A56� \ '-' - FENCE' - -
89.0 •-'-" WIRE REMOVE AND STRUCTURES AS REQUIRED PRIOR
-
� \ �. -_, TO THE START OF CONSTRUCTION.
EL.= A FIRST PIPE LENGTH GARDEN SEPTIC TANK GAS -
\ \ 39.6' G 5 O METER .91` ° 330. GP.D 0,74 SF/GPD - 446 S.F.
TOP FOUNDATION FI BE SET LEVEL ' ' 8. THIS SYSTEM IS NOT DESIGNED FOR
CONCRETE COVERS TO WITHIN Q "t _ _ THE USE OFA GARBAGE GRINDER.
EL= 91.2 6" OF FINISHED GRADE. FOR MIN. 2' FINISH GRADE F \ 90.3 , . REMOVE
E =s .0-90.3 ., - - D -BOX _.`' -' -•��� _T r - BRICK ( STOOP N F ADVERSE" O
USE LEACHING FIELD GE GRINDER IS NOT
/ S RECOMMENDED DUE TO RECOGNIZED
4" PVC SCH 40 _ _ \_ _ _ .. _ 0 �p = = 490 S,F IMPACTS T THE LEACHING
_.
_ _ - -• ��-- o / 20' X 24' "FACILITY.
" --• aPROPOSED PROPOSED so/ - M - -
4" PV - LEACHING FIELD- - _ ( BOTTOM 9, EXITING INVERTS ARE TO BE CHECKED BY
r� PATI
ScH 4b "PVC SCH H '�" I REMOVE ` DECK DECK DECK 1.9 g2 -
„ rn , 480, S.F X 0,74 SF/GPD 355GPD THE CONTRACTOR PR
14 PINE LEACHING ♦ GA 1 w ITHE ENGINEER IS TO BE NO IFIED OF
=g 1=D 1=G ` FIELD ` ��-='�� 9 II� /t Z On ANY FIELD CHANGES THAT MAY BE F
REQUIRED.
I -E 5 OUTLET I -F N On
DIST. BOX 5' SEPARATION X ) . - - p � Lea
Z A i{`
SEPTIC TANK \ �s� I 16° OAK RAISE AND ` O o *�a_
so° ► = ► ' OCATE INVERT 1 0 a 0 LOCUS INFORMATION � H ��
EST. HIGH GROUNDWATER \ F 90.3 : - • - 20.0 �-j REL
K (MIN) TO 89.6 ONE STORY v
WOOD FRAME H
HO4SE ° CURRENT OWNER: FRANCIS W. GLYNN SC GROUP
�9']B
INVERT ELEVATIONS: \ 14.Q` -- TOF=92.9 TITLE REFERENCE: BOOK 15955, PAGE 257 657 Main Street, RT.28)Unit6
S/ \ 90.0 EXIST INV -88.7
^ N/F 10" OAK �"y
TOP OF FOUNDATION 92.3 A `` - \ PLAN REFERENCE: BOOK 221, PAGE 5 W. Yarmouth Massachusetts
^ FRANCIS W. GLYNN 13.0
4" INVERT AT BUILDING (NEW) 89.60 B REPLUMB & RAISE //).) ASSESSORS MAP 67 0 , J r 02673
\ c96, o PARCEL 81 { / ELECTRIC - ' ASSESSORS MAP: 67 508 778 8919
4" INVERT AT SEPTIC TANK (IN) 89.30 C / \ �s 13,188±S.F. TP#1 METER PARCEL: 81
4" INVERT AT SEPTIC TANK (OUT) 89.05 D l w_1_,_rs'- 1 ZONING DISTRICT: R-40 PROJECT TITLE.
16" OAK _
4" INVERT AT DIST. BOX (IN) 88.55 E \ /�, \ \ o - j o�' Dv, SETBACKS: FRONT 30'
88.38 F o'P� ' BIDRIVEWUS1 SIDE 20'
4" INVERT AT DIST. BOX (OUT) \ '9 �- 8p 32.0 16" OAK /,a \STOOP � 1 DRIVEWAY 1 � r REAR 20' DESIGN FOR
PROPOSED /00 \ ` w MINIMUM LOT SIZE: 40,000 S.F. SEWAGE DISPOSAL
INVERTS AT LEACHING FACILITY: \ / \ 10" OAK ADDITION o�' �-� EXISTING LOT AREA: 13,188fS.F.
o 00/ 44.1 92� 301 \ \ FEMA FLOOD _ SYSTEM REPAIR
4" INVERT AT BEGINNING oma\ �+/ 1 ' 92� J ZONE DISTRICT: ZONE "C" 6 /86
OF LEACHING FIELD 88.32 G BREAKOUT 88.8 \ l
P 1 TEL. C A
4" INVERT AT END 9 4 ( �/� o \ 14" PINE LA HAND OVERLAY DISTRICT: NOT IN A ZONE 11 40
OF LEACHING FIELD 88.20 H \ ad/ , 1 I SITE IS IN THE APD
\ \ ,D" OAK SIERRA WAY 14" PINE FLAG , /
S 87.70 J \ \ / £L PRIVATE CB/DH MAX COVERAGE: 25%
ELEVATION AT BOTTOM
OF LEACHING FIELD 10" OAK C ETEC.` j
0.65 FND EXISTING COVERAGE: 12.7% W YARMOUTH
ADJUSTED \ " "�) MASSACHUSETTS
82.7 K I � of \ W - - PROPOSED COVERAGE f 2_1.8% 28751
GROUNDWATER 14 PINE FND SBo•49 24
W \ / FND` -
/ ' _ F,I "'
-
i a �,���----SEL--- EpGE - ' \ LOCUS PLAN
CRY
$ ✓ 1t+OF - - OF PA�µENT \ N❑ SCALE
m
VARIANCES REQUESTED: �" - _ - - PREPARED FOR:
Y CB/DH UPL \ CRISPN•� - - - J (40' WloEi\9j
x \ BROWN, LINDQUIST, FENUCCIO
CIVIL6
FND \ No.32112 : ` A' n
V r EXIT 8 & RABER ARCHITECTS, INC.
3 pO OFF \ :: RRA OLD TOWN HOUSE RD 203 WILLOW STREET
\ ►►� 5��. YARMOUTHPORT, MA 02675
NONE \ -�-- TA
Q \ O� BENCHMARK: - O N
- - o DATE: 7/27/04
S r HYDRANT TAG BOLT #760
s \ _ _ - v N� COMP. DESIGN: K. HEALY
N \ ELEVATION 93.73 (ASSUMED) - - - o a �� CHECK: D. CRISPIN
FLOOR PLANS
PLAN VIEW - - HYD LOCUS
N � C� � ��4 DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FI
SCALE: 1' = 10 FEET LE N0. 8667-sEP.Dwc
PLsISHES 51ERRP V
s SEE ARCHITECTURAL PLANS FOR INTERIORS POND WPY DWG NO. 5515-02
0 0 5 10 20 FT. SHEET 1 OF 1
JOB NO.4-ss67.00
n