Decision 3865 - Site PlanUse 410 filter cloth, no peastone. JOB NO. Y03-25 NOT TO ego
6' Lay perforated pipe level between humps shown of C-4 Units. Cap end . NOTES Blenkorn.dwg SCALE °Ow°
5 6' 5' to last pipe
v 1� \ 1. LOCUS IS A.M. 16, PARCEL 37. W
Stone �/r_n llclf /1,11 fir Nl I flr"� 02� �i��� Yr����; t��� 0.�1 /��1 /��1 j �I��}I I/f �` f/r_�1 f/f_�� !(Z 3. MOST O2. ELEVATIOFN OCUS IS NSHWR FLOOD ZONEASED A122 (EL110) UTH OUPONN FIRM DATED MONUrJULY 2,ENT01 92. 1<
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) y
201 LEACHING CROSS SECTION B -B o 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. oCD
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: E o 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". p y
1 =2 a 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW �cQ
1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5' (5' PROVIDED)./ W D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. To _
VARY LEACH TO SLAB BY 4' (6' & BARRIER PROVIDED) 5 8 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. C Lewis
VARY PUMP CHAMBER TO LOT LINE BY 2' (8' PROVIDED) TOP SQUARE LAND- + v= COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 2� Boy
2. NO RESERVE310 CMR 211 AREA)SCAIS PROVIDED. 310 CMR 15.248. / WALL= 8,1
FRONT :`'.. �,gs� < 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
WALL 30' 6" SIDES _ = 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
3 LVARY OCAL REG. )/5 TO WETLAND BY 29' (71' PROVIDED). /7 DIAGONAL=45'- 3/4" " 6 76 '%; O'y 3 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
W 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
4. USE 8" COVER ON LEACH AREA. ' 709 :._ �Gs� E. Z IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
310CMR 15.240 (g) >, 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
4. VARY 5' REMOVAL BY UP TO 3' (MIN. 2'/ N/F LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) NGVD29
PROVIDED) 310CMR 15.255 (5) / USE THRUST BLOCK 70 =�.. 7,6. ROBBINS-MARA 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
PG/ 5 BENCH MARK -TOP REAR CENTER rn 1 -g TEST HOLE DATE: August 20, 2003 23"
7
<T `/ SEPTIC TANK =6.41 NGVD29 7.0 7 CHOP OFF 1' OF PERFORMED BY- Ron Cadillac, Soil Evaluator
/
STONE CORNER WITNESSED BY: Lynn McCartin, RS 27"
TO PROVIDE +
OF / REMOVE 5 FLOWDIFFUSORS SO 19'-4" OFFSET TO BENCH MARK --TOP OF MAG. NAIL PERC RATE: <2'-00"/inch (C layer)
F, AND CLOGGED STONE a` '0 -FOUNDATION SET IN PAVEMENT=5.50 NGVD29 SOIL SURVEY(1993): Carver coarse sand 37"
a G /
REPLACE WITH CLEAN
G{ .W. / \ (ON RANUNE Or NCORN. HOUSE 24) GEOLOGIC MAP(1986): Harwich outwash plain deposits
F,O
6.6 SAND 1.1' ` \ ` 7,3 1._9"
/ 2• �.. Invert 4-55 a-
� 5 3 N F / �� �6" ` 7 10--C4 UNITS
1 1' .. `\ Use Gas Baffle Invert 7.22 (IN BED)
/ x' CONC. BOUND Existin
ROBBINS-MARA 65ea ..:4_2. �� .` $ x 8- 7.6FND. &.HELD see detail Proposed
.6 7.51®F Iter Cloth
'Q/ 6.3 Ix 5 35 D86 Top 3/4" stone 71"
NOTE: THIS IS A SITE PLAN SURVEY �"� /!. h Existing S=1/8"/ft No Peastone
AND NOT A COMPLETE PROPERTY / F� L 7 .2r. 9 s 1500 Col. P _
LINE SURVEY BY THIS OFFICE. / '` JQ�O x,.: 6 Sanitary -----� 4"
7.3
Fill
A layer 10yr 3/3
sandy loam
B layer 10yr 5/8
loamy sand
4.2
C layer 2.5y 6/3
loamy sand
_observed water 1.4
/Z Tee 108
rop
/ . Drive 6S, Bottom 0.05
EAVES OVERHANG 1.7' TYP. /� `��G y\6 yk• '` o TH 1 s� r �/C xJO Existing Invert 7.39 Invert 7.t3 5, 6.8
+�5 ��>y� `5.42 \�j 'S' S`A 6" Stone or compact Proposed Proposed 7 I Bottom
Gj 4� 3 7 3I I I I N I I
rL / max' 0l v gTcn SLG' 3'
o E,. I
CD
9' 0.4' Adjustment Pro-
vided --Locus is within
7/3 • 550 DESIGN DATA `° 300' of coast
N G - / �� F9- �l•� _ Observed Water=1.4
BEDROOMS: 4
3' DEEP IMPERVIOUSGARBAGE GRINDER: : No - LEACH AREA
//�\ / QP 67 ? �3 {9h 6 /� BARRIER125 LF. OF
/ 7,3 `REQUIRED CAPACITY: 440 GPD USE 10--C4 UNITS, AS SHOWN, WITH
C\ ` / - 40 MIL POLYETHYLENE
(MILLER BREAKOUT**) EXISTING SEPTIC TANK: 1500 GAL 4' STONE ON SIDES AND 3' ON ENDS,
C TOP BARRIER=TOP BOTTOM LEACHING AREA: 615 SF FOR A 22' X 28' X 4" LEACH BED.
^ 42 5 ��- PEASTONE=7.51,GRADE
MI
(/�, ABOVE BARRIER=8.0 MIN. [(22' X 28')]- 1.1' X 1.3'/2
LOT 106 5 i 5.14 v ** BARRIER L STIFF SIDE LEACHING AREA: 0 SF 2.5' AND 2' REMOVAL
O \ 6 620fS.F d \ &OBTAINABLE FROM
' /�e MILLER ENVIRONMENTAL NONE DO 2.5' ALL AROUND AND UNDER REMOVAL
6,9 Q° DOWN 37"t TO LOAMY SAND, EXCEPT ON
O� 508-697-3710. DESIGN CAPACITY: 455 GPD
\ ao, [(615 SF) X .74 GPD/SF]
STREET SIDE USE A 2' REMOVAL.
O X4.43 - e ALARM & PUMP NOTES
PUMP CHAMBER STORAGE CAPACITY: 440 GAL BUOYANCY CALCULATIONS 1500 GAL. H-10
4 1, ALARM TO BE WIRED BY ELECTRICIAN ON DOSES PER DAY: > 4
.�` t.89 SEPARATE CIRCUIT FROM PUMP.
6E WEIGHT OF EMPTY SEPTIC TANK AND 13" OF COVER
CONC. BOUND 2. ELECTRICAL WORK TO BE INSPECTED BY BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER TANK= 5.74 TON (PER SHOREY)
END. & HELD WIRING INSPECTOR.
MONOLITHIC 3. ALARM TO BE LOCATED IN HOUSE. WEIGHT OF EMPTY CHAMBER AND 23" OF COVER 13" COVER=1.08' X 5.67' X 10.5' X 0.055 TON/CU. FT.
H-10 1000 GAL. PUMP CHAMBER 4. PUMP TO BE CAPABLE OF PASSING CHAMBER= 4.15 TON (PER SHOREY) 13" COVER=3.53 TON
1-1/4" SOLIDS AND INSTALLED IN STRICT 23" COVER= 1.92' X 5.42' X 8.25' X 0.055 TON/CU. FT. TOTAL= 5.74 TON + 3.53 TON = 9.27 TON
DRILL 3/8" WEEP/VENT HOLE CONFORMANCE WITH MANUFACTURER'S 23" COVER=4.72 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN
SPECIFICATIONS. (3.0 -0.05) X 5.67' X 10.5' X 0.0312 TON/CU. FT. p� � E C E J q, �
5. USE MEYER SRM4, 4/10 HP PUMP, OR TOTAL= 4.15 TON + 4.72 TON = 8.87 TON WEIGHT WATER= 5.48 TON ii
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
EQUIVALENT.TANK AND 13" COVER ARE HEAVIER BY 3.8 TON.
WEI
Quick Disconnect/Union 6. TO PROVIDE FOR EASY AND SAFE EI -(-0.01)) X 5.42' X 8.25' X 0.0312 TON/CU. FT. r"' C 2003
4.49 larm 28" Landscape Tie Wall -Hold MAINTENANCE OF PUMP: WGHT WATER= 4.20 TON
Invert On 23" Check Valve Top of Wall @ el. 8.1 -Use -PROVIDE UNION/DISCONNECT IN 2" PVC TANK AND 23" COVER ARE HEAVIER BY 4.6 TON. Topj OF
PAIT
Off 18" 3 rows of ties with minimum LINE AT TOP PUMP CHAMBER SO PUMP BOARD OMPPE tL
CAN BE REPLACEDFROMTOP OF TANK. SITE PLAN APPEAL
P of bottom row hurried. Step
-0.01 6" STONE UNDER face of ties in 1 inch, as FOR
Bottom
8.2
shown. Fasten with 10 spikes.
TOP WALL
8" min, cover
7.51__
Leaching
2'
LEGEND -
Removal
40
Mil Barrier
O TH 1
TEST HOLE LOCATION, NUMBER
SECTION A-/�
Landscape
Tie
W
WATER LINE LOCATION FROM ASBUILT
9.5 x 8,7
EXIST. & PROP. ELEV. ('X' MARKS POINT)
1 "=2'
EXISTING CONTOUR
_8--
PROPOSED CONTOURS
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE. JOHN BLENKHORN & JUSTINE RICE-BLENKHORN
LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA
NOVEMBER 28, 2003 SCALE: 1"=20'
HEALTH AGENT APPROVAL
DATE
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2003 BY R.J. CADILLAC
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