HomeMy WebLinkAbout0312 BONE HILL ROAD - Health 312Borie�Hi11',R6ad-
Barnstable k
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VI. INFORMAL DISCUSSION:
Gary James, James Engineering representing Dorothy White, owner— 332
Bone Hill Road, Barnstable, Map/Parcel 337-012, 0.88 acre lot,
Gary James is interested in the BOH's review and comments. Dr. M said 50 feet is
the minimum they will drop to, they must have perc's, depending on the number of
variances requested and the number of bedrooms requested would all come into
play.
The BOH has difficulty answering the request without a completed plan.
Gary said he has not done work in the town before and is looking for input on what
the Board.
DATE:
BARNSCABM
MASS.
1639. �� REc. BY
A
Town of Barnstable
SCHED. DATE:
Board of Health . -ba g-
200 Main Street, Hyannis MA 02601
Office: 508-8624644 ��� S C '-,,--Wayne A.Miller,M.D.
FAX: 508-790-6304 Paul J.Canniff,D.M.D.
VARIANCE REOUEST FORM
LOCATION #'3 +� ®l ago
Address: Off Bonehill Road 'b4-AYLS44
Assessor's Map and Parcel Number: 3 3 7/1 2 Size of Lot: 3 8,6 913, s f.
Wetlands Within 300 Ft. Yes X Business Name:
No Subdivision Name:
APPLICANT'S NAME: Dorothy White Phone
Did the owner of the property authorize you to represent him or her? Yes X No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: Datothy White Name:Gary James P.E.
Address: 33:2 Bonehill Rd Address: 125 Great Rock Rd
a• 02637 Hanover, Ma. '02339
Phone: Phone: 7 81 —2 61 —9 6 8 6
VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed)
seP att-arhPd
New
NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System ❑
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in 4 separate completed sets.
_ Four(4)copies of the completed variance request form
_ Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
_ Signed letter stating that the property owner authorized you to represent him/her for this request
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting daty at applicant's expense (forTitle V
and/or local sewage regulation variances only) -
_ Full menu submitted(for grease trap variance requests only) d
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/ieasee only],
outside dining variance renewals[same ownerlleasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building
proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Wayne Miller,Chairman
NOT APPROVED Paul J.Canniff,D.M.D.
REASON FOR DISAPPROVAL
C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C
06/02/2008 07:23 5089881506 GREEN SEAL ENV PAGE 01/01
Z Dorothy White,,
332 Bone,.Mll Road
cummaquid,MA 4 ,
May 2-9,20,08
RE:Request for a Variance,
Lot 12 Bone Hill Road
Dear Bamstable Board of Healtb.:
I authorize Gary James of James ErTineering Inc.to act.On-my_bebalf and agent regarding
the recently submitted request for a variance. ,Please feel free to contact me with any-
questions (508) 362-6642.
Sincerely,
tiC r�c,o- . ,�.�/�_7L.
Dorothy White
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James Engineering, Inc.
125 Great Rock Road
Hanover, MA 02339
Tel: 1-78t-261-9686
Mr. Wayne Miller, Chairman
Town of Barnstable
BOARD OF HEALTH
200 Main Street
Barnstable, Massachusetts 02601
May 14, 2008
RE: Variance Request
Off Bone Hill Road n m
Dear Mr. Miller:'
On behalf of the Applicant, ,Dorothy White, we are hereby requesting th 30ard
consider the request for variances from the Town of Barnstable Rules and Reg tions ff
the construction of a proposed subsurface sewage disposal system for a 3 bedro sing%
family dwelling at Assessor's Map 337, Lot 12. Enclosed herewith are the des_ pla ;ti
for the proposed system and the dwelling. We are proposing the construction a three
bedroom single family dwelling on a subdivision lot created pre 1950, with frontage on
an undeveloped way off of Bone Hill Road. The dwelling will be constructed on a pile•
foundation that will be located above the proposed sewage disposal system. The'first
floor of the proposed dwelling will be located eight feet above grade, which will allow
access to the septic components after construction.
As shown on the plans,there are no percolation tests on the lot in the area of the proposed
leaching facilities. However there is significant soils data available from the recent septic
repair at the Applicants residence on 320 Bone Hill Road. Based upon the soil borings
and observation test pits conducted on the adjacent `lot for the repair, there• is
approximately 24 feet of impermeable soils overlying,a fine sand layer. A Sieve Analysis
was conducted on samples taken from this layer at each of the two test pits. The sieve
analysis results indicated that the soils qualified as a Class I soil and the repair was
designed on an LTAR based upon a percolation rate of less than 5 Min./In. Attached with
the plans are the Sieve Analysis results associated with these two samples.
Variance Request
The variances requested for the construction of the proposed subsurface sewage disposal
;# system are'identified on the plan. Specifically we are requesting two (2) variances from
the Town of Barnstable regulations first to reduce the setback from the system to the
Bordering Vegetated Wetlands from the required 100.feet to 50', and second to reduce.
the setback from the leaching facilities to a drinking water supply well from the required
` 150 feet to 126 feet. For each of the variances requested, the setbacks as requested are in
accordance with the requirements of Title V. Therefore, the system as proposed will meet
Title V and the intended treatment imposed by the State Regulations.
•k
5
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4 �
Based upon the test pit logs indicated on the adjacent lot, the soil conditions present
some constraints relative to the potential impact of the system on the adjacent wetlands.
In accordance with the logs, the permeable layer exists at Elevation —2.00+1 which is
twelve (12') feet lower than the edge of the adjacent wetlands at Elevation 10.0. At their
lowest, the wetlands are at Elevation 6.2, which is still eight (8') above the permeable
layer. Essentially, the impermeable upper layers act as a barrier to the potential flow of
the effluent from the proposed leaching facilities into the wetlands. Thus,'the reduction in
the setback from the wetlands will not impact water quality in the wetlands, which are
supported by a perched water table above the impermeable clay layers.
The request for the Variance for the well setback is to reduce the setback from the
proposed leaching facilities to the wells for both.the proposed lot and the Applicants
primary residence at 332 Bone Hill Road. The well for the residence at 332 Bone Hill
Road will be relocated as part of this proposal to the far edge of the lot. In this location,
the well will be 150 feet from the leaching facilities for the existing dwelling and 130 feet
from the proposed facilities. No other wells or potential wells will be impacted by the
proposed leaching facilities. Maintenance of the bottom of the leaching facilities over the
maximum groundwater level should insure that the unsaturated zone would filter out
potential pathogen and viral contamination in accordance with the regulations.
Percolation Tests
As noted above, we are asking the Board,to review,the request for the variances without
the percolation tests. The leaching facilities are located within the limit of the 100 foot
buffer to the BVW, thus the percolation tests and observation holes will also be located
within the jurisdictional limit of the Conservation Commission. Based upon the depth to
the permeable layer and the depth to groundwater, the size of the hole necessary to allow
access to the bottom of the hole and effectively dewater the area to allow the tests to
occur will be significant. The disturbance required within the buffer would necessitate a
filing with the Conservation Commission prior to the start. Effectively, the hole required
to conduct the 'necessary percolation'tests for the system; would occupy the limit of
remove & replace delineated on the plan. The excavation would extend to these limits
and dewater points would be placed in the bottom of the excavation to depress the water
table sufficiently to allow the tests. Once completed, the excavation would be backfilled
with less than 2 minute per inch material and effectively be ready for construction of the
leaching facilities.
Based upon this schedule and the requirements for the Conservation Commission filing, .,
it would seem more prudent to act on the request for the variances and wait for approval
of the DWCP after completion of the- percolation tests. It would determine the
requirement to disturb the buffer and file with the Conservation Commission and all of
the costs associated with these activities.
Thank you for your consideration in this matter. If you have any questions or require
additional information regarding this matter,please do not hesitate to contact me.
Sincerely,
'Gary D. J e ,PE �.
cc: Dorothy White
F
Facsimile Cover Sheet
BRi.C-iO r 9rigcs.En;lineering & Testing
100 Weymouth St. "Unit 'B-1 Phone: 781-871-6040
Rockland, MA 02370 Fax: 781-871-7982
www.briggsengineerig_q.com
Date: S Total no. of pages in&l4idingnc cover sheet: S
To: 'S L tlk,,:Jz Recipient fax: 7 — 335-449-7
cc:
cc:
From: Mark Liebert Sender fax: 781-871-7982
miiebert@briggsengineering.com
Memo: 1 t i L C �� Sa�L ,9r✓�LSfS��
"The information contained in this cover sheet and transmitted together with this cover sheet is intended only for the
person/persons or entry named hereon. If you have received this document in Peroe,please contact our offire immediately and
return the original transmission to our office address uy u.s. Mail. we wdi compensate you for the telephone and/or postage
expenses. `In the event that this transmission is incomplete or ille/git)le.please advise immediately.
i0'd Z86LJLBTeL JN3 SSSIZIE Sa:SZ 900z-ZZ-AdW
BRICQO Briggs Engineering & Test-i-ng
NA DiJaie)N ar•,PK kvocmms,IN(..
-Q
May 22, 2004
Falmouth Engineering, Inc.
101 Town Hall Square
Falmouth, MA 02540
Attn: Mr. David H. Martin
Title V Soil Analysis
Address: 332 Bone Hill Rd. /Sample "A"
Briggs #
Tested: 5-22-06
1 Lab Ref. No: Description Source
M-13584 410 Fraction Site sample "A"
2.Particle Size Analysis {ASTM D 422)
Sieve Size Results
Standard Alternate {% Passing by'Wt j
2.0 mm #10 100
0.850 mm #20 88
0.425 mm #40 70
0.180 mm #80 46
0.150 mm #100 41
0.053 mm #270 28.0
0.0357 mm 26
0.0228 mm 23
0.0133 mm 20
0.0096 mm 16
0.0068 mm 15
0.0034 mm 7
0.0014 mm 4
3. The above analysis was performed in accordance with D.E.P. policy#BRP/DWM/PeP-001-1,
Appendix 2.
Respectfully Submitted,
BRIGGS ENGINEERING &TESTING
A Division of PK Associates, Inc.
Mark . Liebert
Laboratory Director
Construction Technology Division
enclosures: graph
---------_---- ------ - www.briggsengincering.coni -
100 Weym.puth Street-Unit B-1 l(t)Pound Road
Rockland,MA 02370 Cumberland, RI 02864
Phone(781) 871-6040-Fax(781) 871-7982 Phone(401)658-2990-Fax(401)658-2977
z0'd z86LTL8�8L ON3 SOOINEI SO:ST 900E—zZ—JJdW
Project: 332 Bone Hill Rd./ Sample "A '
a_ �!Rltt3G3 Briggs Engineering & Testing Date Tested: 5/22106
E__11�111 D N�f oA traor%plfJ, Lab Ref.No.: M-13584
mmm .
Particle Size Analysis
00
C 0.002 nim #270 #4 3"
100
90
Ll
80
,
1 I
70
C:
L ; >
60
fu
�., 50 —
40 k
w 30
20 _
I
10 - -
0 -
LO 0.00 0.01 0.10 1.00 10.00 100.00
Si-eve Size, m m
CD
CD
cv Note: The illustrated graph represents the sand fraction only as defined by D.E.P. policy#BRP/DWM/PeP-P00-1, Appendix 2.
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IBRIGGSI Briggs Engineering & Tcsing
A Dinslon of PK A socm LS./sC.
May 22,2004
Falmouth Engineering, Inc.
101 'Town Hall Square
Falmouth,MA 02540
Attn: Mr. David H. Martin
Title V Soil Analysis
Address: 332 Bone Hill Rd. /Sample "B"
Briggs#t
Tested: 5-22-06
1 Lab Ref:No. _ Description Source
M-13585 410 Fraction Site sample "B"
2. Particle Size Analysis (ASTM D 4221
Sieve Size Results
Standard Alternate {% Passing by Wt.)
2.0 mm #10 100
0.850 mm #20 100
0.425 mm #40 100
0.180 mm #80 43
0.150 mm #100 27
0.053 mm #270 5-0
m
0.0381 m 4
0.0241 mm 4
0.0140 mm 3
0.0099 mm 3
0.0070 mm 2
0.0035 min 1
0.0015 mm 0
3. The above analysis was performed in accordance with D.E.P. policy#BRP/DWM/PeP-001-1,
Appendix 2.
Respectfully Submitted,
BRIGGS ENGINEERING & TESTING
A Division of.PK Associates, Inc.
Marls D. Liebert
Laboratory Director
Construction Technology Division
enclosures: graph
www.briggscnginecring,,V1lfn
100 Weymouth Street-Unit B-1 t 100 Pound Road
Rockland,MA 02370 f; Cumberland, Rl 02864
Phone(781)871-6040•Fax(7R 1)R71-79R2 Phone(401)65R-2y9U•Fax(401) 658-2977
b0'd Z86LILB18L N ) JJI21g v 90:SL 9GIR7—��—AH61
y
m Project; 332 Bone H1 d, am e 'B' rL
gR�pps3 Briggs Engineering & Testing Date Tested: 5/22/06 Q
A Df vf7 fun o��,�•.,.,0�,4,..,, f„�. Lab Ref.No.: M-13585 o
F
00 ;
Particle Size Analysis
°�° 0.002 mm #270 #4 311 y
100 -
90
I
1 1
80
70 ^ - '
v� 1 ,
c -• � il
�� 60
50
u q.0 -- j
o
Z CL
Uj
30
w
Lf. 20
1
10
r
J
1
I
0 �.. - 1 ♦ e
'^ 1
W
0.00 0.01 0. 10 1.00 10.00 100.00
Sieve Size, mm
19
N
I
N Note: The illustrated graph represents the sand fraction only as defined by D.E.P.policy#BRP/DWM/PeP-P00-1, Appendix 2.
}
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MAINSTAW"
NAR6rbP
TOM PROJECT
LANDING LOCATION
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LANE
CB/DH F
MAP 337 FND. �`
LOT 16 i
g
'10—/
f 9 CAPE COD
8.02 CD BVW101 x9.7 0� 6A BIkEK,AY
CD201 8.24 ,o MAP 337 ROUTE
CD BVW102 ,P 0� ,� 0"E
3 �� LOT 20
r CUMMAQUID
,�
d N6�59 23 �N
CD202 G ,,Ir, x8.3 LOCUS
NOT TO SCALE
BORDE NG LC
CD BVW103 12.12 VEGE ATED REBAR/CAP
O,bPS z+li WE AND 1 SET 00
7� CD203 4
qF ,l ' —STAKE SET
930 IN WATER
CD204 CD BVW104., 46�GD BVW106
8.s08.6 ``�S6g.0 SO
9>8 2 '9 ao- a y9,3p CD BVW105 r.. r22 0
PROP. WELL
PR LL f AGGiED LIMIT OFF BORDERIHrj x7.3
ZO ZONE PLAN REFERENCESI
EGETATED WETLANDS REBAR CAP PR _(WFTI_ANDS FLAGGED BY (.,REEK SEAL SET 1, SEPTIC REPAIR PLAN, 332 BONEHILL ROAD, PREPARED BY
NPZ N PyAR� ENVIRONMENTAL, Inc, [IN 4/1- ►/ ,, FALMOUTH ENGINEERING, Inc, DATED 10-25-05, REVISED 3-26-06
Op \ - 4C
c &00 FOOD _ _ FEPRIJARY 2E3, R00t3)
N015
A��� PREPARED FOR DOR❑THY WHITE, BARNSTABLE, MA.
0� 2, WETLAND LOCATION AND TOPOGRAPHIC PLAN, MAP 337; LOT 12,
OF PARCEL 8 BONE HILL ROAD, PREPARED FOR DOR❑THY WHITE, 332 BONE HILL
U 722f F. L O C U ROAD, CUMMAQUID, MA 02637, BY COLLINS CIVIL ENGINEERING
�Op 1"LAN x6.2 GROUP, Inc„ DATED 3-18-08,
TOT4 833f -- ______� MAP 337 3. DEED REFERENCE, BARNSTABLE COUNTY REGISTRY OF DEEDS BOOK
LOT 12 977, PAGE 255, PLAN BOOK 135, PLAN 97.
o.> 77 ��.....,� � PAR 2
-> UPLAND AREA = 12,648 S.F.
15 126, - Ff.pp� � —' `----_ `\ WETLAND AREA 26,045 S.F.
F�pOp ONE A_3 r0 TOTAL AREA = 38,693 S.F.
4 ..
GSE- 8 NOTEi
6
20 4,f F�c� 17 Ask 50 FrER IIuil7 1, COMBINED AREA OF PARCELS 11 & 12 AND HALF OF THE
_ �� i NE Is 2 BUIrvFER FRdN ``'''' UNDEVELOPED RIGHT OF WAY IS 82,371 SQUARE FEET,
CEDARS--� Bvw �c n,
840 ' w 2. THE LOT IS LOCATED IN BARNSTABLE ZONING - RESIDENTIAL
C o ZONE RF-1,
OF ``r 0 GALLON ,r 10 YEAR F L 11.1I) LIMI
�-1790 �P. o, `�., SEP TANK E: 11,0 NGVI CnNTOUR
/ ENCLOSED rg�j `� BUIL ING SEWER Rut-, SEED EN TI❑N A3(EL, 11.0) AS SHOWN ON LOCATED ON THE LOCUS ARE ZONES C &
' 20.95 PORCH 3. THE FLOOD ZONES AS L
DECK 17.4 ,� PI B BRIER CS e D tall)
FEMA FIRM COMMUNITY PANEL N❑, 250001
CONCRETE 0001 D REVISED DULY 2, 1992
18 88 Cc�
COVER '� �°gy —
- W
N ' ---- G S'-1 r LIMIT 0 COASTAL BARRIER100 L D-BOX • ZC 5C 14
41
21 13 BUFF R
Dsc�✓
CEDARS
1I�1I , 2 • F.F. EL. 30
. g 7`1 ) PROPANE • '
r
TANK 18. �5 0 • r
R£NC7{G4TED x • 2 x 24 x \
18.57 ' 2' o Nix o • L ING TRENC S
Z 3 O� X +'� " X \ • PROP, VEN
a rn N N sn " • TO ROOF
❑ REMOVE
o 2 09 r�. � & REPLA (See Note )
3'
cn
°�... "" �
N H2O 16
FLOw�, 0 GALL rn • GSE-11(� ���0 1652 REBAR/CAP
o () H ORs W 15002C SEp C �. SET
DIFF�F 5fpplE P OP. DRIVEWAY 50 ''�
tAN�f %� EASEMENT
6 r
-0 19.00
7. ' � 30' F O T YARD R=25.00'
2 of
t STACK L=20.15'
o r t RIGHT 0 WAY
CEDARS m� MUL �.� CB FND. TOTAL REA = 1 ,689.5 S.F.
y PIN s UPLAND AREA = ,782.5 S.F. OWNER APPLICANT:
4 m
G A(TACMp CEDAR 5 GS[v-111
INE �0. o" WETLAN AREA = 5,907.0 S.F. DOROTHY WHITE
332 BONE HILL ROAD
s
CUMMAQUID, MA. 02637
tr. /CAP
�i X ING WELL
TO ABANDONED E3 !B.V W 6
12" QE CHMARK: CO
CEDAR TO OF �.
CON RETE BOUND 166,67'
.90 \� ELE = 21.03 h ,� G' j
)�� ^
O `C PRaPllv-
OE DDRIVEW� � CD
?S 00 GRAv 00
r' ^ B.V.W.-5
O aPP 113/20
20.8s
0
MAP 337 �Q l
LOT 13
€ NO. DATE DESCRIPTION BY
B.V,W.--4
PROPOSED SHEET NUMBER
1 OF 2
EXISTING WELL " SUBSURFACE DISPOSAL SYSTEM
MAP 337 SCALE: 1"=20'
LOT 14 Z OFF BONEHILL ROAD
v
BARNSTABLE , MA. DATE: 4/28/08
JAMES ENGINEERING, INC. Bonehill_,.Road.DWG
125 GREAT ROCK ROAD
HANOVER, MASS. 02339
TEL:1—(781) 261--9686 DRAWN: NLJ/ACAD
20 0 20 40 60
FEET CHECKED: G.D.J.
VENT TO TOP
ZABEL MODEL A100 OF BUILDING
CLEAN OUT COVER TO GRADE FILTER TEE OR
COVER TO GRADE EMBOSSED 'FILTER TEE' APPROVED EQUAL MAGNETIC TAPE NOTES CONTINUED: 1, ELEVATIONS REFER TO
COVER r❑ WITHIN � N,G,V,D,
COVER TO GRADE 6' OF GRADE 2' LAYER OF 1/8"-1/2' ALL TOPSOIL
4' WYE DOUBLE WASHED PEAST❑NE 14, IN AREAS SHOWN ON THE PLAN, , PEAT AND OTHER 2, BENCH MARK TOP OF CONCRETE BOUND
W/ GLEANOUT EL= 13.68 EL= 13.50 2" LAYER OF 1/8'-1/2" 4' PERF, PVC (SCH 40) IMPERVIOUS MATERIALS SHALL BE REMOVED AND REPLACED WITH AT INTERSECTION EL, = 21,03 NG,V,D,
DOUBLE WASHED PEASTONE FINISHED GRADE s=0,005 A CLEAN GRANULAR SAND FREE FROM ORGANIC MATTER AND OTHER
- - DELETERIOUS SUBSTANCES, WHICH SHALL BE GRADED SUCH THAT] 3, ESTIMATED DAILY FLOW
02 ) 4 SOLID PVC 12" MIN, 12' MIN, Imo_ I�_ , ��I , yl TOTAL DAILY FLOW
�r SCH 40 ° 36" M 4 PERT, PVC (SCH 40) 3 BEDROOMS x 110 GPD PER BEDROOM
3'-4" SOLID PVC SCH 40 AX. s=0,005 EL. .25 i_____-_i 1, NO MATERIAL IS LARGER THAN 2 INCHESJ = 330 G,P,D
S-0'10 I RESERVE 1 4 2, NOT MORE THAN 45% IS RETAINED ON THE #4 SIEVEj
64.60 . S=0.02 i AREA
EL,- 1500 GALLON __ 10.0' TO i i " 3, OF THE FRACTION PASSING THE #4 SIEVE, THE MATERIAL 4, SEPTIC TANK REQ'D CAPACITY = 1500 GALLONS
INV. AT PILE MONOLITHIC PRECAST EL' 13.75 24 PROPERTY LINE SHALL FALL WITHIN THE GRADATION LIMITS AS FOLLOWSi
M � �
2'0 PRECAST CONCRETE SEPTIC - `-------J
1
EL.= 14.00 DISTRIBUTION 8' LAYER OF 3/4'-1-1/2' " " SIEVE SIZE PERCENT PASSING
CONCRETE PILE TANK 3/4 TO 1-1/2 DOUBLE WASHED STONE 5, LEACHING AREA REQUIREMENTS RATE <5 M.P.I.
BOX DOUBLE WASHED STONE
6" ❑F 1-1/2'AGGREGATE #Sb 10-100% CLASS I SOIL
TO PROVIDE SUITABLE BASE EL= 13.45 #100
+. EL. 11.25 0-20% USE LEACHING TRENCHES 24'W X 24'D
TYPICAL LEACHING FIELD #200 0-5% CAP/L,F 6 S,F,/L,F,x 0,74 G/S,F,=4,44 G/L,F,
5' MIN, LNGTH REQ,'= 330 + 4,44 G/L,F,= 74,3 L,F,
6" OF 1 1/2" AGGREGATE AS 2-24' x 24' x 38' 1 15, A SIEVE ANALYSIS OF THE MATERIAL SHALL BE PERFORMED TO
REQUIRED TO PROVIDE SUITABLE BASE LEACHING TRENCHES DETERMINE THAT IT MEETS THE GRADATION REQUIREMENTS AS NOTED
ABOVE, 6, LEACHING AREA PROVIDED
USE 2 LEACHING TRENCHES 24'W x 24'D x 38'L
GROUNDWATER ELEV.== 5.0 16. REMOVE & REPLACE SHALL EXTEND TO A DEPTH OF 24' OR UNTIL AREA PROV,= 2 x 38' x 6 SF/LF - 456 S,F,
WELL LOG C2 LAYER IS ENCOUNTERED, `
0. TEST PIT � 1 0' TEST PIT # 2 O,`
EXCAVATION QUANTITY= 1025 CU, YDS, CAP, PROV,= 456 S.F. X 0,74 G/S,F,- 337,4 G,P.D.
REPLACEMENT QUANTITY= 118A CU. YDS, 7, HEAVY GRADING MACHINERY SHALL NOT BE
10' A 10' A SEPTIC SYSTEM PROFILE * INCLUDES 20% COMPACTION ALLOWANCE
PERMITTED TO PASS OVER LEACHING FACILITIES,
B B 17, UNLESS OTHERWISE NOTED , ALL PIPING SHALL
LOAMY SAND LOAMY SAND BE SCHEDULE 40 PVC ,
B ALL CONSTRUCTION TO CONFORM TO THE
10 YR 5/6 10 YR 5/6 REQUIREMENTS OF THE MASSACHUSETTS DEP
24' 24' 18, AS PROPOSED, THE LEACHING FACILITIES WILL REQUIRE REGULATION 310CMR15,000 AND THE TOWN OF
VARIANCES FROM THE FOLLOWING SECTIONS OF THE TOWN OF BARNSTABLE BOARD OF HEALTH,
- - - 50_8„ BARNSTABLE BOARD OF HEALTH RULES AND REGULATIONS.
C1 C1 - � - 9, PERCOLATION DATA
LOAMY SAND LOAMY SAND 1, SECTION 360,E TO REDUCE SETBACK FROM LEACHING
10 YR 6/4 10 YR 6/4 30.5" FACILITIES TO WETLANDS FROM 100' TO 50', PERC RATE DEPTH OF TEST DATE
I I I I / � \ 2, SECTION 397.2, TO ALLOW A REDUCTION IN THE 1'
SETBACK FROM THE LEACHING FACILITIES TO A 2,
WATER SUPPLY WELL FROM 150' TO 126' AND TO -
24' 24' 15.5" (� 24" DIA. COVERS ALLOW BOTH THE SEPTIC SYSTEM AND THE WELL ON 31
`� � LOT LESS THAN 40,000 SQUARE FEET IN AREA,. 4
t pd d
C2 C2
19, ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE
FINE SAND FINE SAND 3" NOTED,
INLETS 1 ALL
2.5 Y 6/4 2,5 Y 6/4 7.5" 3, 5" DIA, 500 GALLON ZABEL MODEL A100
MONOLITHICALLY PRECAST » 10, THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE
29 29 " CONCRETE SEPTIC TANK 1 1 3 1� FILTER r E 20, UNLESS OTHERWISE NOTED, THERE ARE NO WATER SUPPLY
5, 5 DIA. OUTLETS 2
WELLS WITHIN 200 FEET OF THE PROPOSED SEPTIC SYSTEM, A GARBAGE GRINDER,
r2,
p 21, THE PARCEL IS NOT LOCATED IN THE ZONE II AREA OF A 11, DESIGN ENGINEER TO BE NOTIFIED AT LEAST
PERFORMED BY: DAVID MARTIN `'I
d ' p 5 -$ PU$LIC WATER SUPPLY WELL, 48 HOURS PRIOR TO REQUIRED INSPECTIONS,
lt
WITNESSED BY: DAVID STANTON, DONALD DEMARIS 4'-6 4 -� 12, AGGREGATE BASE FOR LEACHING FACILIITIES SHALL
PERC RATE: <5 MIN./IN. (� -� LIQUID DEPTH CONSIST OF A CLEAN DOUBLE WASHED STONE
DATE - 03/16/06, 5/9/06 ir
�._./ 15" d 4 PVCRANGING IN SIZE FROM 3/4'-1=-1/2' IN DIAMETER
� SUPPORT LEG
8" AND FREE FROM ALL IRON, FINES AND DUST IN
BORING No. 1
PLACE
PERFORMED BY: DESMOND WELL DRILLING
13. LEACHING FACILITIES SHALL BE COVERED WITH ;A
DATE - 5/9/06 2" 2' LAYER OF CLEAN DOUBLE WASHED STONE
DEPTH SAMPLE RANGING IN SIZE FROM 1/8"-1/2' IN DIAMETER AND
(feet) o. PEN REC DEPTH Description X 1500 GAL. SEPTIC TANK DISTRIBUTION B O/� FREE FROM IRON FINES AND DUST IN PLACE,
0
1
2
3
4
5 1 1 24'/24' 5-7 ft, Light brown silty Clay
6
7
8
9
10
11
12
13
14
15
16
17 2 24'/16' 17-19 ft, Light brown fine silty Sand
18 Little Clay
19 3 24'/18' 19-21 ft, Light brown fine silty Sand OWNER ZAPPLICANT:
20 (Wet Clay) DOROTHY WHITE
21 4 24'/12' 21-23 ft, Light brown fine silty Sand 332 BONE HILL ROAD
22 Little Clay CUMMAQUID, CIA. 02637
23 5 24"/21' 23-25 ft Light brown very fine Sand
24 Trace Silt
25 6 24'/21' 25-27 ft Light brown very fine Sand
26
27 7 24'/12' 27-29 ft Brown wet fine Sand
28 Static Water; 10'
29 End of Boring: 27'
30 End of Sample: 29'
SILT FENCE
STAKED HAYBALES
END I END
SPOIL FROM ADVANCED SITE
PREP. GRADE N0, DATE DESCRIPTION BY
BALE TRENCH FLOW SHEET NUMBER
4" TO 6" PROPOSED
SUBSURFACE DISPOSAL SYSTEM
=11I-111- SCALE: 1 =20'
I�I°ITI�II u I1 t OFF BONEH LL ROAD
V
HAYBALES TO BE TIED WITH HAYBALES TO BE SECURED B A R N �TA B L E i M A. DATE: 4/28/08
ORGANIC FIBER TWINE ONLY WITH A MINIMUM OF TWO
NO PLASTIC OR WIRE. 2%2" WOOD STAKES PER
BALE, DRIVEN 18" MINIMUM
INTO GRADE.
JAMES ENGINEERING, INC. Banehill_Road.DWG
125 GREAT ROCK ROAD
HANOVER, MASS. 02339
H A YB A LE DETAIL TEL:,-(781) 261-9686 DRAWN: NLJ/ACAD
NOT TO SCALE 20 0 20 40 60
FEET CHECKED: G.D,J.