HomeMy WebLinkAbout83-2037 - Site Plan0024 JOB NO. Y15-13
ZONING DISTRICT: R-25 9/.40 Cb NOTES Brenner.dwg Pie er0q,
F Job Folder SB13/00
1. LOCUS IS A.M. 22, PARCEL 427
FRONT YARD 18.7'* I \
/ 7.44 PROVIDE 2' HIGH RETAINING WAL 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM.
SIDE YARDS 15 / / F 3. LOCUS IS IN FLOOD ZONE AE (EL 11) ON FIRM PANEL 0588) DATED JULY 16, 2014.
^ 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) �° w
*203.5 1--(7.4' + 30')/2=18.7' F ) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. °c °
LONG STANDING POLICY --A CORNER LOT HAS BENCH MARK -TOP OF MAG. NAIL CVS✓ 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
TWO FRONT YARDS AND 2 SIDE YARDS o,. Q
SET IN PAVEMENT=7.62 NAVD88 � 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". e F
/ 1
6,136
6 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
ROOF RUN OFF TO BE TO STONE F / / / D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.°3
/ \v / x 7,5 � 6.59 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE
COVERS:TRENCHES. / 7 7.2 \
yy\ COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP
6 F �61\4 O 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
/6.93 % 8A 1 -> 68 QFC\ \ IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
11, 77 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, DEPTH inches ELEV. feet
F. /6,60pQ � 5.7( AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. p 9.1
/ 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
�
BENCH MARK --TOP MAG. NAIL / // / / 11„2 i (° ='5N) Fill
(Me
IN PAVEMENT=6.07 NAVD88 / / / - 7.0 / �C� 23-x 9x2" /Y t oo \ 11.3 TEST HOLE DATE: September 2, 2015 (Reported from pit)
/ / p 0 p �• OO PERFORMED BY. Ron Cadillac, Soil Evaluator
6 \ Slab in Crawl Space 60" 4.1
/ \ WITNESSED BY: Amy Von Hone, RS, CHO B layer 10yr 4/2
e �� �G y 11x2 / \ 13 3 PERC RATE: <2'-00"/inch (C layer) loamy sand
SRSa.:. 11 5 �� ��. SOIL SURVEY(1993): Carver coarse sand 74" 2.9
/ �. / H. 1 Q • \ Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits
° b QUO O �ti\oo / \ \ C layer 10yr 6/4
Invert 8.18 20 ARC36LP CHAMBERS loamy sand
6.5 / �'` 9, q dyt � / 3 \ Invert 8.83 �
O F 9 / S /Proposed Invert 7.83 °- observed water
q O- Proposed Use Gas Baffle Top Units.=8.17 85 - -- 2.0
6.6 ----y• d sem, 9" max. cover Proposed
/609 / ..• i:• .,:.` FO,� S=1/4"/ft 6RBottom
�T"' S'i \%� :NEtP 2 Proposed S=1/8"/ft 3" Max.
//?*::: �.••../' 4,6 5=1�8"/P 6Invert 8.43 1500 Gal. min.nspection Port 124" -1:2
6.22 '1�x'PProposed TEST HOLE 2
6.07 / 6. ..,z �/5
6./616 0o- ri• msInvert sed overt ose DEPTH (inches) ELEV.(feet)
:..; .:;;:; ; T 2 p n / 4,9 / I 6" Stone or compact proposed proposed I 0 9.2
'•:i;i X91 9 AREA=1 2,500E S.F. .4 e 4 / I 20' H- 18' --I I N 1-1' I High round water -2.5 NAVD88
." Fill
�..\� S. -'� 3 9 I I I m I 1 Locus is within 300' (Med. Sand)
7.5' PROVIDE SWALE % �J - 9" g �" 2A of Salt Marsh (Reported pit)
FOR RUN OFF 6�,,((��� ' - �4 Observed water -2.0 Re orted from
6.6 `2�7' •� 4.4 Four days after full moon 66" 3.7
B layer 10yr 4/2
•/87 / 9,0 ' /"� DESIGN DATA loamy sand
/00 fid= X 7,4 - 5.9/. D<
84" 2.2
// \ N/F o0-,0 , 6 / LEACH AREA C layer 10yr 5/6
/ HELLMAN / BEDROOMS: 3 loamy sand
�� y3.4 GARBAGE GRINDER: No
s. 8'2. e 6 2 7.-�/ WETLAND (BVW) PER REQUIRED CAPACITY: 330 GPD USE 20 ADS ARC 36LP (3.8" INVERT) CHAMBERS
s BRADFORD HALL IN A 50' X 5'-8" X 3.8" LEACH AREA.
/ . z6 PROPOSED SEPTIC TANK: 1500 GAL.
/ \ 41
7.4'/ OQ qoq�\� 5.2 6.6 / 4.0 TRANSECT < 4:1 EFFECTIVE LEACHING AREA: 473 SF r 132" -1.8
s "... y 5.1`� 0 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 5 REMOVAL
- / 1 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DO 60' X 15'-8" REMOVAL DOWN 6' TO 7'
4.2 / - 3.7 DESIGN CAPACITY: 350 GPD TO C LAYER. EXISTING FILL, MED. SAND,
\\\ ? �jyp //Y N/F [(473 SF) X .74 GPD/SF] MAY BE STOCKPILED TO USE IN REMOVAL
\ SEPARATE MED. SAND FROM TOP SOIL,
�'S� T.O.Y SUBSOIL, AND DEBRIS.
0
4' DEEP IMPERVIOUS
BARRIER --95 L.F. OF
40 MIL POLYETHYLENE
(MILLER BREAKOUT**)
TOP BARRIER=TOP
=8.2 ,GRADE ABOVE
BARRIER=8.6 MIN., BOT-
TOM BARRIER=6.0
(** OR EQUAL)
POISION IVY PLANTS WITHIN
THE 35' NATURAL BUFFER
ARE TO BE REMOVED AND
REPLACED WITH PLANTS
UNDER GUIDANCE OF CON -
Clmnmliisslijil l SERVATION AGENT.
LEGEND THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP/AND SIGNATURE.
-0 TH 1 TEST HOLE LOCATION, NUMBER
-PW PROPOSED WATER LINE
9.5 x9.2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
-g- PROPOSED CONTOUR
QJ UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
- x - FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
- - - - - PROPOSED WORKLIMIT
!EV. x01_/05/16` --FRONT STEPS, DRIVEWAY, GRADES
!EV. 12/21/15 --FOR HEALTH DEPT.--SWALE & MOVE LEACHING
!EV. 12/18/15 --FOR BUILDING INSPECTOR --FOUND. ELEV. & LOWER HOUSE TO TWO STORIES
!EV. 12/14/15 --FOR HEALTH DEPT. --ADD VARIANCES, PROP. WATER
OF MgSS P�qY, of Lias -
RONALD 6G
JAMES
CADILLAC
# 1060
HEALTH AGENT APPROVAL DATE
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACH AREA TO WETLAND BY 25'
2. VARY RESERVE AREA TO WETLAND BY 30'
3. PERMISSION TO USE FILL WHERE WATER TABLE IS LESS THAN FOUR FEET
TO ORIGINAL GRADE.
ALL ABOVE LOCAL REG. 3.7
SITE PLAN
FOR
RICHARD P. BRENNER
72 MASSACHUSETTS AVENUE, WEST YARMOUTH
OCTOBER 1, 2015 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
O2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1