HomeMy WebLinkAbout9 Glenwood Street Proposed DwellingGENERAL NOTES.' '67S77 HOLEI19ATA BATE OF TEST HOLES: �/ ` BENCH1ifANX INSTALL 300 LINEAR FEET OF PERC-RITE DRIP
/2012 TOP OF SURVEYOR'S --" DISPERSAL TUBING WITH 1' ON -CENTER SPACING AT
4/19
4/19BY: I "MAG' NAIL EL11.40 ELEVATION = 9.75 (ADJ. G.W. 0 ELEV. 4.5; 5.25'
1. SYSTEM IS DESIGNED IN ACCORDANCE 4tINSP. SEPARATION PROVIDED, 5' MIN. REQUIRED). PROVIDE
WITH "COMMONWEALTH OF MASS., DEPT. N0. 7 ¢ Z IVO, 1? D. QUINN (R&W-SOIL EVAL.) I (NGVD 1929 DATUM) 6" MINIMUM COVER OVER TUBING. PROVIDE 5'
OF ENVIRONMENTAL PROTECTION, 310 CMR 7.8 � 2 6.6 A. VON HONE (HEALTH DEPT.) 9.79 MINIMUM SEPARATION TO BUILDING CELLAR WALL
15.00; THE STATE ENVIRONMENTAL CODE, 4 LOAMY SAND Ci g FILL .SITE PLAN (ALLOWED BY D.E.P. RENEWAL CERTIFICATION FOR
TITLE 5: STANDARD REQUIREMENTS FOR 5.6 GENERAL USE PERC-RITE DRIP DISPERSAL SYSTEM
THE SITING CONSTRUCTION, INSPECTION, 5.8 V 11 LOAMY SAND / 1"- 10' (5/23/2012) SECTION 11, J3.F).
UPGRADE AND EXPANSION OF ON-SITE
SEWAGE TREATMENT AND DISPOSAL B LOAMY SAND B LOAMY SAND 6
SYSTEMS" AND THE TOWN OF YARMOUTH 5 Q 3.6 I 10.34 PROVIDE 40 MIL POLYETHYLENE IMPERVIOUS
MEDIUM TO 15.1LY G.1I 3.B JAr C.l u i BREAKOUT BARRIER MATERIAL (MIN. 4' WIDE) 1' OFF
REGULATIONS. C9 \ EDGE OF DRIP TUBING AS SHOWN. TOP OF BARRIER
2. NO WELLS OR WATER SUPPLIES ARE 2.6 ax R..1 C. r. ELM= 9.75 BOTTOM OF BARRIER E EV. = 5.75
KNOWN TO EXIST WITHIN 100 FEET OF MEDIUM TO 47 ff OO
\ sl
THE PROPOSED SOIL ABSORPTION SYSTEM. MEDIUM To C COARSE 4N \ 1 PROPOSED EXCAVATE FOR 1' AROUND
ALL WELLS KNOWN TO EXIST WITHIN 150 C2 COARSE SAND ELECTRIC ABSORPTION SYSTEM AS REQUIRED
v' \ `�PO
FT OF THE SYSTEM ARE SHOWN. SgND E E \\\ METER (SEE NOTE BELOW) 70 EMOVE ALL
3. PRIOR TO BACKFILLING COMPLETED -0.9 -1 %i 31_ \ �\S\ \
SOIL ABOVE THE (Q1) M DIUM TO
\ �7 ,�� F0 i \ FINE SAND LAYER. BACK FILL WITH
SYSTEM, NOTIFY THE ENGINEER AND THE QT 00� G�� / \ 9.07 MATERIALS MEETING THE
HEALTH DEPARTMENT FOR INSPECTION. PtJ Q� ��rJ SPECIFICATIONS OF 310 CMR 15.255
PROVIDE 24. HOURS (MIN.) NOTICE \ ` 8.82 Pe G�t0Y' OSl \ (3) AND (6). NOTIFY ENGINEER FOR
SHALL BE RESPONSIBLE FOR DESIGN DATA:'
Qi QO 3 QO 71 \ INSPECTION OF EXCAVATION PRIOR TO REFERENCE:
4. CONTRACTOR( <1•,\ OFO BACK FILLING. PROVIDE ENGINEER-
VERIFYING LOCATION OF ALL !` I \ 24-HOUR (MIN.) NOTICE FOR ASSR'S. MAP 20, PARCEL 17
UNDERGROUND UTILITIES PRIOR TO NUMBER OF BEDROOMS PROPOSED 2 OG t/ ' INSPECTION. NOTE: AS P R D.E.P. L.C.P. 6940-D LOT C-1 &
EXCAVATION. ESTIMATED DAILY EFFLUENT: 1 220 G.P.D. GE �F moo. j �" �',� IN RENEWAL CERTIFICATION OR L.C.P. 6e40-6 LOT D
ti
5. ANY CHANGES TO THIS PLAN MUST BE TOTAL LEACHING AREA AS PROPOSED -
APPROVED _ GENERAL USE PERC-RI DRIP
APPROVED BY THE BOARD OF HEALTH. BOTTOM AREA:' 312 S.S.F.DISPERSAL SYSTEM (5/23/2012) NGVD 1929 DATUM
0 'O � � \
6 EA SERVED BY TOWN WATER. 7.75 5 00' J\p ,`\ \\ O SECTION 11, 119. THE SYSTEM DOES
LEACHING CAPACl71 AS PROPOSED. F 0 4 \ \ NOT REQUIRE A FIVE FOOT OVER DIG
(EFFLUENT LOADING RATE -10.74 GPD/SF)PROP. �•, \ / AS INDICATED AT 310 CMR 15.255(5) ZONE: j�- `Z5
BOTTOM; 312 x 0.74 = 230.8 G.P.D. GFWE \ \ / MIN. AREA = 25,000 S.F.
TECHNICAL NOTESTOTAL = 230 \ a tos ,..•`�i\Aa\� \ /\ �. `- _
MIN. FRONTAGE = 150'
. FRONT, 15 SIDE, & 20' REAR
\ p� •Z MAX. HEIGHT 35'
1. ALL COVERS AND INSPECTION ACCESS EST CTION LIMITING THIS / o f ,1 \ o
/ NOTE A DEED R RI .71 F � 4� 'P � 7.33 ,^'� s�i2x0 ./\ ,. 1`- N. �i MAX. BU�LDING COVERAGE 25`0
PORTS SHALL BE MARKED WITH MAGNETIC PROPERTY TO TWO BEDROOMS IS REQUIRED, 0 O 6.52 i'' `• 7
MARKING TAPE OR A COMPARABLE MEANS ' \\ ' I ° 1`J O , ' �, \ �' LOT AREA = 9 00 t
IN ORDER TO LOCATE THEM ONCE BURIED \\ \\ �. ps ` ,' /\\ O OQ ; L's 5i I\S�,:L �� D S.F.
(OR SHALL BE BUILT 70 GRADE AS s 6.14 ` 4 Fa / \` Q��11P u'. �\�•'. \ F �0 EXIST. BLDG COVERAGE = 2,020 S.Ff (22.4%)
REQUIRED BY OAKSON INC.) 1 `l 1` 5 ��. 01 PROP. BLDG COVERAGE = 1,379 S.F�-±-(15.3%)'"-,
�' WATER y� q� x0 G .. ( \
\ \ k's EXISTING HEIGHT 18.1
2. ALL TANKS SHALL BE INSTALLED ON A .91 o oA SERVICE - Pett �0\ \ N\' n PROPOSED HEIGHT = 20.1'
LEVEL, STABLE BASE (MIN.6" STONE o f
BASE) ' 1 y s� .:\� 1�' '\ �. \ \ NEW GAS (203.4.2.A. BUILDING HEIGHT AS
" ) Fa Q\N• : 10x0 OQ' 9�Fs \ SERVICE MEASURED FROM NATURAL
3. MAINTAIN A MAXIMUM OF 36 COVER OVER !� �� cep q F`yF� \ GRADE AT THE STREET)
ALI. SYSTEM COMPONENTS. ALL / 6.5 YL 723 / C^ Q \ f CONVENTIONAL LEACHING SYSTEM
COMPONENTS SHALL CONFORM TO 5.98 << �,RO AREA &RESERVE AREA (EACH
SPECIFICATIONS CONTAINED IN 310 CMR ` \ q a ' 3\ y \ 2'x2'x48.5' TRENCH J�''(y'Li'ATD
7.49 -
75.00. LOVED WITH , F �\ CONFIGURATION: 221 GPD) PER
4. NO GARBAGE GRINDER AL X5.82 \ O 14xO G� \ D.E.P. RENEWAL CERTIFICATION -8- PROPOSED CONTOUR
THIS DESIGN. \\ �L w ; \ \ FOR GENERAL USE PERC-RITE
'�Q \\ \\ f` ��%G \` T \ DRIP DISPERSAL SYSTEM --8-- EXISTING CONTOUR
\, O�F 6.58\ , \ (5/2 312 0 1 2) -W- - V.'ATER SERVICE
`
\ R I 5 7H#2 \
. SECTION 11, #12 - G - GAS SERVICE
7.54 .GAS SERVICE TO ,�.� ��'b." ` ;
BUOYANCY CALCULATIONS: BE RELOCATED.
i I ABANDON �rr0 E \� � \ / -U- PROP. SERVICE ROUND
\ u0 F' � : , \ \ \ / UTILITY SERVICE
1500 -GAL SEPTIC TANK r Q% EXISTING LINE. Q�01 S\1 j C� �` \
/ -CHW- OVERHEAD UTILITIES (TBR)
BUOYANCY FORCE OF DISPUCED WATER: 1 X7.80 \\ D A Q• 2�
10.17' x 6.08' x 1.28' x 62.4 LB/CF = 4,939 LBS. UPWARD FORCE' i� eso g ARE'i� 6.37 \\ 5x50�QRFG� a25: s:4D \\' 1 3 POST LIGHT
WEIGHT OF TANK: = 11,833 LBS. DOWNWARD FORCE i 0
, -�� 9,000 S. F. �.- . X6.78 '';:. . \ 6.07 SMH
WEIGHT OF SOIL: f f \ : ' - \ r.k
10.17' x 6.08' x 1.20' x 110 LB/CF = 8.162 LBS. DOWNWARD FORCE \ i6.6 -2d (J SEWER MANHOLE
,� '' .-.
= 15,056 LBS. NET DOWNWARD FORCE \\ „` ` `, l,f
1000 -GAL. PUMP CHAMBER , , WATER METER PIT
BUOYANCY FORCE OF DISPLACED WATER: vn�P
' i 5.52 \� ,�` '��� � : T �... ti R\`� _ & x 6.6 SPOT GRADES (EXIST.)
8.25' x 5.42' x 1.58' x 62.4 LB/CF = 4,409 LBS. UPWARD FORCE
WEIGHT OF TANK: = 9,200 LBS. DOWNWARD FORCE1�iAijrQ�f�i� 5,25 SPOT GRADES (PROP.)
WEIGHT OF SOIL:- Y QAl`
RCE Y
8.25 x 5.42 x 2.90 x 110 L8/CF = 14.264 LBS, DOWNWARD FO \q 4LO \
= 19,055 LBS. NET DOWNWARD FORCE Z �o �i0�\\ COQ 2 ` o e til0 1 0 NOTE: THE PROPERTY
o q 1� -;u SHOWN HEREON IS
\ 1 8.33 X w 6.42' \k Iv 1} r LOCATED IN THE
N.
r ? EXISTING SEPTIC TANK, D -BOX, AND 1
FLOOD ZONE Al2
T cr �! L� nx \ `: 5x25 .B o /ELEVATION = 12).
TYPICAL i 7 YSu F.lYl PROFILli + p \ \ Y ;/ G 3 GR l }o: / LEACDRY FIIELD TO REMOVE, ABAN ONED, PUMP I
NOT TO SCALE F \ %°' \5(\� �\� �pJFO `.\.\` k WITH CLEAN SAND (TANK'S BOTTOM MUST
BE RUPTUREDTO PREVENT RETAINAGE OF
aDvu \ OF WATER). EXISTING LEACH FIELD SHALL BE CONTRACTOR SHALL CONTACT
" crovt7a EXCAVATED AND REMOVED WHERE LESS YDER &
PROPOSED 21 DIA. COVER 21 DIA. COVER O
GF R WILCOX, INC
I 6 N. 7D GRADE \ <% %%' THAN 10'. FROM PROPOSED DWELLING.
�, F (508-255-8312) & OAKSON,
FIRST FLOOR TO WITHIN 6 IN. : TO WITHIN ! ,� F-
EL 14.5 37 OF FINISH GRADE 2 a OF FINISH GRADE tt A y �<�% ; ; 6 �p F REPLACE WITH CLEAN SAND.
10MIN. 1 ` y �f < �_ o INC (877-OAKSONI) PRIOR TO
F s
2 z cov`Ex� z' F (J�'• < `, , \x 0� THE STAFT OF WORK
_.�
21"&4
OQ \`�'�^`,�5. .� 0 �
.. PROPOSED' DWELLING do
GIST B • .
ON III I
4 o s.i7 - DISPOSAL
�. ; , 5�. ON SITE SEWAGE TREATrilENT AND �SYSTEf1
INVEL OR ScHEt).f0 F\ , y -
8.60 P.V.C. P7PC o i FLOW LINE SCHEO. 40
P.V.C. -. TO HYDRAUUC UNIT
\5 • _. - -..� ...`,
MONOLITHIC TAMC 1 I t . ,
1W..EL 1W. EL. , • (SEE HYDRAULIC
2 FOR
1500 N ,FA : Prepared r. GLEMYOOD STREET REALTY TRUST
7.55 DRIP DIuc u rr 1
7.80 •-1 .DRIP DISPER '' o� S •....
GALLON C4PACI7Y INV. EL. vsNOFMg3 ` 1 .1 i DAVID n
SEP77C TANK DETAILS) �� s� ,� Location. 9 GLEArKOOD STREET, W r1RRff0UTfl
(WATER 77GHT REINF. CONC.) : 7,50 �, ey I j; vo A:
ANDREW GN 6.6t ��! LYTTLE ill.
. .... .. ...... .... ..• .. , : Q P. � #3462 � Ryder 1{'zlcoz, Inc., P.�:�@• P.L.S. Slit. 1 0 2
v GROVER u °p D REVISED 7/10/2)12 f
NO GARBAGE E oA Ops - 3 C2dd2[L%L NZII Rd. DECK STEPS do BL)G:
ALL TEES SHALL BE CAST ; # 1351 8.4s �\\ 1 Rust
GRINDER BOT OM o '� 9y x P.O Box A39 SC¢de. 1 - 10 Job No. 10903
IRON OR SCHED.40 P.V.C. BOTTOM PROPOSED PUMP CHAMBER F 0 ; P �rr`t HGHT, NOTE) 7/312012
ALLOWED WITH 3.2' PIPE. PROVIDE GAS BAFFLE c+srea ` S 12 So. OHeiaw, Af.4. 02662 Lmwn b .4F LOCATIONS
THIS DESIGN. 2.92 S4A P� $ y (UTILITY L )
AND EFFLUENT FILTER ON 1000 GAL MONOLITHIC PUMP CHAMBER t AR ZS 201 �8,� i
OUTLET TEE SHALL BE UTILIZED. INSTALL ON A LEVEL, \5 I Tel.(508J 255-B3>2 Date - 626/2012 8/25/2012 (nl c
STABLE BASE. (MIN.I 6" STONE BASE) X58.57 '3 tZ Fax(508) ,240-,2306, CHANGE do ADD A/t PAD) -,
i
WORK >kUAM TO ALL
TOWN BYL GULATi Ns
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