HomeMy WebLinkAbout0078 LADD ROAD - Health 78 Ladd Road, CentervilleA= -
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_ DATRill/5/99
_ BARMA6[S r $65.00
HAM p C.
1679- Town of Barn ,atqe REC. BY
• Board of'Health
367 Main Street, Hyannis MA 02601
omce: 508-790-6265
FAX: 508-790-6304 Susan Q Rask,R.S.
Sumner Kaufman,M.S.P.H.
Ralph A.Murphy,M.D.
VARIAN . � FnTiFST FORIti'I -►
LOCATION
Property Address: 78 Ladd Road Centerville
Assessor's Map and Parcel Number: 206/57 Size of Lot: 132460
Wetlands Within 300 Ft. Yes XX Subdivision Name: Property of John A Ak
No eson 11/20/53
_
Business Name: N/A
APP .I .ANT CONTACT PF' SON
Name: Philip E. Mean , Jr, Trustee
Name: Craig R. Short P,E,
Address: 412 Pitt Mews Address: P, 0. Box 1044
Alexandria VA 22314— 511 235 Great Western Road
—South 11Pnn 1 s, MA 0266t1
FAX: N/A FAX: 508-398-3063
Phone: 703-683-6731
VARIAN . . FROM R I1T ATIO ' Phone: 508=398-8311
f (List Res.) RIiASON FOR VARIAN('T+ May attach If more space needed)
S a r t i nn 1 1 'i_ri js an.C_e 0 f -
lLtiQradin� o ro PxiStino 1 harlrnnm
Septic S stem from watercourse dwelling from cesspool to Title 5 Septic
to be 100' , A 50' Variance System in conjunction with Qarage addition,
requested, No increase in desi n flow.
Clte__UkI(to be completed by ofce staff-person receiving variance request application)
X Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
XX Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting
date at applicant's expense(for Title V and/or local sewage regulation variances only)
--�LA Full menu submitted(for grease trap variances only)
XX Variance request application fee collected(narara,rred
greet Inp v"riena renewab(cunt o.+raReaaee only(,oubidr
dining variance renewer(same owna&uee an'' and and variance to
repair failed recce"dlapwal syarenme(only If no eapension to the building peopwedl)
XX Variance request submitted at least 15 days iprior to meeting date
VARIANCE APPROVED Susan G. Rask, R.S.,Chairman
NOT APPROVED
REASON FOR DISAPPROVAL Sumner Kaufman, M.S.P.H.
Ralph A. Murphy, M.D.
Q:/WP/VARIREQ '
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Date November 5, 1999
The Abutters of
78 Ladd Road
Centerville, MA 02632
Dear Abutter
I am writing to inform you of our request for variances from the State Environmental
Code Title V, and from local Board of Health Regulations in regards to our new septic
system which will be installed at _7S
a CPntary1 1P MA
We are requesting a variance from Board of Health Regulation which requires
Section 1, 13: distance of Septic System from Watercourse to be 100 ' ,
A VARIANCE OF 50' REQUESTED.
The Board of Health meeting will be held on Tuesday November 2 3 1929. at
7:00 p.m., or as soon thereafter as practicable at the Second Floor Hearing Room, New
Town Hall, 367 Main Street, Hyannis, MA.
The letter is to serve as an official notification to abuttor(s). .
Sincerely yours,
Name C g R. Short, P.E.
ngineer
Q:heal th\wpfilcs\abbutor
f
Abutters to 78 Ladd Road, Centerville, MA 02632
Map 206 Parcel 57 Title Ref. Bk. 9656 Page 126
206/56-2 Airlie Realty, Inc.
7 Browns Road
Grafton, MA 01519-1321
206/57 Philip E. Meany, Jr., Trustee
412 Pitt Mews
Alexandria, VA 22314-2511
206/58 Richard B & Sarah C. Hardy
c/o Richard B. Hardy, Trustee
41 McGregory Road
Sturbridge, MA 01566-1526
206/59-3 Airlie Realty, Inc.
7 Browns Road
Grafton, MA 01519-1321
206/56-1 Elaine Palley
495 Elliott Road
Centerville, MA 02632-3666
206/51 Town of Barnstable (Conservation)
367 Main Street
Hyannis, MA 02601
206/123 George A. Raymond, Trustee &
Shirley M. Raymond, Trustee
90 Short Beach Road
Centerville, MA 02632-3531
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PREPARED UNDER THE DIRECTION OF THE —
BARNSTASLE BOARD OF ASSESSORS.
AVIS AIRMAP INC. 412 SCALE 1'.lad
MA$SACNUSETTS. CONWCTICIJT
. CRAIG R. SHORT, P. E.
` 235 Great Western Road
P.O. Box 1044 Telephone(508)398-8311
South Dennis, MA 02660 Fax (508)398-3063
PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR
SEPTIC SYSTEM DESIGNS, COASTAL& BUILDING DESIGNS
November 29, 1999
Mr. Tom McKean
Barnstable Board of Health
367 Main Street
Hyannis, MA 02601
RE: Septic Design for 78 Ladd Road, Barnstable(Centerville), MA
File# 1-842
Dear Mr. McKean:
Enclosed herewith are four(4)copies of the referenced project revised on 11/23/99 as the Board of
Health requested. In particular, the vent detail has been removed from the plan.
Yours truly,
Craig R7So M P.E.
CC: Rob Donaldson
CRS/mgd
TOWN OF BARNSTABLE
CE'THE Tp/r
OFFICE OF
i BAHa9TAN i BOARD OF HEALTH
7 MABEL p
pp 1639. `�� 367 MAIN STREET
D INA HYANNIS, MASS.02601
December 7, 1999
Craig R. Short, P.E.
P. O. Box 1044
235 Great Western Road
South Dennis, MA 02660
RIF: 78 Ladd Road, Centerville
Dear Mr. Short:
You are granted a variance on behalf of your client Philip E. Meany, Jr., to
construct an onsite sewage disposal system at 78 Ladd Road, Centerville,
Massachusetts.
The variance granted is as follows:
B.O.H. Part VIII SECTION 10.00: To install a soil absorption system fifty
(50) feet away from the top of a coastal
bank in lieu of the 100 feet minimum
separation distance required.
The variance is granted with the following conditions:
(1) The existing cesspool shall be removed or pumped and filled with soil.
• (2) No more than four (4) bedrooms are authorized. Dens, study rooms,
finished attics, sleeping lofts, and similar-type rooms are considered
"bedrooms" according to the Massachusetts Department of Environmental
Protection.
(3) The applicant shall record a deed restriction at the Barnstable County
Registry of Deeds limiting this property to four (4) bedrooms. The deed
restriction shall be signed by the current owner. A copy of the recorded
deed restriction shall be submitted to the Board of Health prior to
obtaining a disposal works construction permit.
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snorts
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ABUTTERS OF
78 Ladd Road
File #
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return address of the article,date,detach,and retain the receipt,and mail the article.
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US Postal Service '
Receipt fof Certified Mail
George Raymond, .Trustee &
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'dress leaving the receipt attached, and present the article at a post office service m
window or hand it to your rural carrier(no extra charge).
2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m
return address of the article,date,detach,and retain the receipt,and mail the article. Elc
rn
3. If you want a return receipt,write the certified mail number and your name and address �
on a return receipt card,Form 3811,and attach it to the front of the article by means of the
gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a
RETURN RECEIPT REQUESTED adjacent to the number. Q
4. if you want delivery restricted to the addressee, or to an authorized agent of the Cr
addressee,endorse RESTRICTED DELIVERY on the front of the article. co
k5. Enter fees for the services requested in the appropriate spaces on the front of this
receipt. If return receipt is requested,check the applicable blocks in item 1 of Forth 3811. li
6. Save this receipt and present it if you make an inquiry. d
9 SENDER: I also wish to receive the follow-
.y ❑Complete items 1 and/or 2 for additional services. ing services(for an extra fee):
m Complete items 3,4a,and 4b.
❑Print your name and address on the reverse of this form so that we can return this ai
card to you. 1. ❑Addressee's Address
ai ❑Attach this form to the front of the mailpiece,or on the back if space does not
permit. 2. ❑ Restricted Delivery 0
r ❑Write'Return Receipt Requested°on the mailpiece below the article number. ,
❑The Return Receipt will show to whom the article was delivered and the date f1
p delivered. •v
3.Article Addressed to: 4a�rticle Number w
a
a George Raymond, Trustee a 1
o Shirley M. Raymond, Trustee ab.Service Type d
o ❑ Registered --Mertified
cn RG Short Beach Road
rn I ❑ Express Mail ❑Insured
W Gentir ille, MA Q2632--353,1 y
❑Return Receipt for Merchandise ❑COD
7.Date Deliv
Z of- - l/
F 5.R &e y: ( �Iame) 8.Addresse 's A dress(Only 17 requested arid e
fee is paid) t
t—
c 6.Signature(Addressee or Agent)
7 .
PS Form 3811,December 1994 102595-99-8-0223 Domestic Return Receipt
UNITED STATES POSTAL SERVICE First-Class Mail
-Postage-&F
74
_Per�zut_N_Q._q,1—0 —
...................... ............................
....................................
..............................................
ep,�,�0 Print your name, 4pqr, d ZIP Code-in-this-box-lk-
S.Wopl, a
/3" 1044
Sd4d4 Nw", AN 0.2660
.......................................................................................................................................*..................................... ............................................
P 568 070 523
US Postal Service y
Receipt for Certified Mail
Airlio Realty, _Inc.
7 Browns Road
Grafton,,- MA 01-519-1321- ----!
I
Postage
o,
Certified Fee / Y L D
e q-�
Spedal i�ry�E-ee i7 GF�
Red trio ,,Delivery Fee
R`6tum Re i Showing to 7
Whom 8&Date Delivefed 15641 O(
n k6tum eceipt Shovel to
Q Date&,Addressee's Address
O TOTA1QPostage&Fees
Go
Postmarko`Date' {�
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CO
a
Stick postage stamps to article to cover First-Class postage,certified mail fee,and
charges for any selected optional services(See front).
1.If you want this receipt postmarked,stick the gummed stub to the right of the return
address leaving the receipt attached, and present the article at a post office service
window or hand it to your rural carrier(no extra charge). Q
Q)
2. If you do not want this receipt postmarked,stick the gummed stub to the right of the 2
return address of the article,date,detach,and retain the receipt,and mail the article.
un
3. If you want a return receipt,write the certified mail number and your name and address rn
on a return receipt card,Form 3811,and attach it to the front of the article by means of floe _
gummed ends 0 space permits. Otherwise,affix to back of article. Endorse front of article a
RETURN RECEIPT REQUESTED adjacent to the number.
4. If you want delivery restricted to the addressee, or to an authorized agent of th?
addressee,endorse RESTRICTED DELIVERY on the front of the article.
5. Enter fees for the services requested in the appropriate spaces on the front of this
receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti
6. Save this receipt and present it if you make an inquiry. n.
ai
� SENDER: I also wish to receive the follow-
0 Complete items 1 and/or 2 for additional services. ing services(for an extra fee):
y
Complete items 3,4a,and 4b.
❑Print your name and address on the reverse of this form so that we can return this ai
d card to you. 1. ❑Addressee's Address U
❑Attach this form to the front of the mailpiece,or on the back if space does not
y permit. 2. ❑ Restricted Delivery 4)
❑Write'Return Receipt Requested"on the mailpiece below the article number.
❑The Return Receipt will show to whom the article was delivered and the date C.
p delivered. Z
D 3.Article Addressed to: 4a. icle Number 0
Airlie Realty, Inc.
b 70 5
E 4b.Service Type
0 7 Browns Road El Registered Certified �
Graf fan, MA 01519-1321 ❑Express Mail ❑I sured S c
cc ❑Return Receipt for.Merchandise ❑COD
a 7.Date of Delivery
- --- — - - 0
F 5.Received By: (Print Name) 8.Addressee's Addr s(On y if requested and c
W fee is paid) t
c 6. ign (Addressee o nt)
t
U! i
FW1,13811,DecerAber 1994 102595-99-B-0223 Domestic Return Receipt
UNITED STATES POSTAL SERVICE First-Class Mail
Postage&Fees Paid
USPS
Permit No.G-10
..............................................................................................................._..._.__..._.............................._........._............................................................
• Print your name, address, and ZIP Code in this box •
G'RM 2. "Ioln' p e �--�
R0. a >044
so�sui 2e"a Aq 0.2660
.............:........_.......
i 68 070_ .24
US Postal Service
Receipt for Certified Mail
Philip E MeanY7 Jr; Tr
412 Pitt Mews
Alexandr-ia,. VA '- 22314-2511
Postage $ . 33
Certified Fee / L/o
Sp ' =Deliveryfee,
�A.SRM�R
` Restricted Delivery rem
Ret-u ceipt Showing W`
�_Whom I Date Delivered ,'-A
�etum Receipt Sbqwing to Whoih,
Oate,&Addres J,Wdress
'1. TAL Postage $ a g d
'Post q ate
o
LL
a
Stick postage stamps to article to cover Firat-Class postage,certified mail tee,and
charges for any selected optional services(See front).
1. If you want this receipt postmarked,stick the gummed stub to the right of the return
address leaving the receipt attached, and present the article at a post office service
window or hand it to your rural carder(no extra charge). m
n
2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q
return address of the article,date,detach,and retain the receipt,and mail the article.
3. If you want a return receipt,write the certified mail number and your name and address
on a return receipt card,Forth 3811,and attach it to the front of the article by means of the
gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article
RETURN RECEIPT REQUESTED adjacent to the number.
I 4. If you want delivery restricted to the addressee, or to an authorized agent of the C
addressee,endorse RESTRICTED DELIVERY on the front of the article. M
5. Enter fees for the services requested in the appropriate spaces on the front of this
receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811.
6. Save this receipt and present it if you make an inquiry.
a
G'2�aq 2. sdf027, P.� �!
10*4 s.
�'artit�i,$e�uzGs A4Fl 0.2660
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�� VNfTEG SJ27fS N�; OS• •99
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00054799-03
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Philip E Meany, Jr , Tr
412 Pitt Mews y
j Alexandria, VA 22314-251}
r I
MEANY JR {
Le.r° 3417 N ALBEMARLE ST
ARLINGTON VA 222O7-: 4222 �a
RETURN TO SENDER j+
t4 11 •.1T.Li. �iiFllilltlli�liitil!"!l.ilil!ift31
d SENDER:
v_ 1 also wish to receive the follow-
y ❑Complete items 1 and/or 2 for additional services. ing services(for an extra fee):
a> Complete items 3,4a,and 4b.
❑Print your name and address on the reverse of this form so that we cah return this
card to you. 1. ❑Addressee's Address o
d ❑Attach this form to the front of the mailpiece,or on the back if space does not >
permit. 2• ❑ Restricted Delivery `w
tom, ❑Write'Return Receipt Requested'on the mailpiece below the article number. to
❑The Return Receipt will show to whom the article was delivered and the date p
o delivered.
d 3.Article Addressed to: 4a.Article Number
Philip -E;- Neany, Jr-, 'E-r_ zq,
4b.Service Type
� � � McWS g i�ertified cc
� ❑ Registered
y Alexandria, VA 22314-2511 CM
w ❑ Express Mail ❑Insured S
y
p ❑ Return Receipt for Merchandise ❑COD
7.Date of Delivery
z _ c ,
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w5.Received By: (Print Name) 8.Addressee's Address(Only if requested and c
¢ fee is paid) c
'0 6.Signature(Addressee or Agent) `\
PS Form 3811,December 1994 102595-99-a-0223 Domestic Return Receipt
Date November 5, 1999
The Abutters of
78 Ladd Road _
Centerville, MA 026327
Dear Abutter
I am writing to inform you of our request for variances from the State Environmental
Code Title V, and from'local.Board of Health Regulations in regards to our new septic
system which will be installed at C entarxi MA
We are requesting a variance from Board of Health Regulation which requires
Section. 1. 13: distance of Septic System from Watercourse to be 1001.
A VARIANCE OF 50' REQUESTED.
I
The Board of Health meeting will be held on Tuesday November 23, 1999: at
7:00 p:m., or as soon thereafter as-practicable at the Second Floor Hearing Room, New
Town Hall, 367 Main Street,.Hyannis, MA.
The letter is to serve as an official notification to abuttor(s). •
Sincerely yours,
vC
Name C g R. Short, P.E.
ngineer
Q:health\wp riles\abbu for
• (4) The applicant shall submit a house plan showing all existing and proposed
rooms in the dwelling prior to obtaining a disposal works construction
permit and prior to obtaining approval of a building permit.
• (5) The septic system shall be installed in strict accordance with the
submitted plans dated revised November 23, 1999.
(6) The designing engineer shall supervise the construction of the septic
system and shall certify in writing to the Board that the replacement
system was installed in strict accordance with the revised plan dated
November 23, 1999.
This variance is granted because the existing cesspool which will be
disconnected and removed, is in all probability, sitting in the groundwater table.
The new replacement system meets all of the maximum feasible standards
contained in Title V, the State Environmental Code. It is believed the new
system will alleviate a source of contamination to the groundwater in the area.
Sincerely yours,
Susan G. Rask, R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
shoo
It
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1'
- __ -- - - SOIL TEST
DATE SOIL
TOP OF FOUNDATION _ _ 20 FT, MINIMUM FR_ OM CELLAR _ TEST
�' '� RE-BAR ALL n R O L 1 N D SOIL TEST DUNE BY
ELEV. 1 2 4 3 -� 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND TOP W 1 3 ' O V E R LAPS W►TNESSED BY _-
nLC7.VD. - 24` HDCI MANHOLE UI '• I(•tJ OBSERVATION HOLE 1 ELEV.-, > �t
COVERS LOAM AND SEED t!V.- �.�6" ��� T� I 1 1 11 1 11i ft f COOK H L I L S f R f_NG 111 F v = 3 , (10 0 PSI PERCOLATION RATE MIN./NCH AT "4- `.:� INCHES
4' SCHEDULE 40 PVC PIPE --- - -
- MIN. PITCH 1/8` PER FT. (M A X. I 1 I hl I htt)I 1 T I'I't_ STRENGTH F 1, = 60 , 000 PSI DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
2' LAYER OF
TO 1/2• 3MIN, u01;j", C, Y
-- -- ALL COHNCCTIONS G SPLICES TO BE TIED PER CODE
WASHED STONE - -
4` CAST IRON PIPE --- � _ RE-BARS @ 18" O .C . _2
PITCH 1/4` PER FT.
(OR EQUAL) MINIMUM Co H
Z --- ---_?�Ow_BA jl t 4+ _9 r, O. C. �ad -,<, y <<
---- --- ASPIIALL COAT 6 DOUBLE
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LEV. ad LEVEL o o ELEV. Er L e v i f
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� ELEV. BAFFLE ELEV. � ELEV = � -'
� � - f�t/^ YC'
DISTRIBUTION , sr� U�An� INI�It72�TGta
_.-. ELEV. ®� V
- RE-BARS (,) 1811 0 . C . 54rtIc4
UQUID OUTLET BOX Wl"!,H S-TONE IN AN D --
4 PTIJFEE r._ ____. TEE TO BE WATER TESTED -+ ; �-
4 FEE 14 INCHES (TO HE PLACED ON FIRM BASE) r
S FEET 19 INCHES 1 �F MORE THAN ONE OUTLET :�? FORMATION z ti --T-- WATER ENCOUNTERED AT ELEV.
6 FEET 24 INCHES CSC:' GALLON WELL n � ry�9 +� ��-v. : � s � _ � - "�.RE-MARS
7 FEET '29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE A As sH0
8 FEET 34 INCHES SEPTIC TANK 3/4' TO 1 ,/2` INDEX 'f I r
3„M„�
SYSTEM (SAS) 3„
WASHED STONE ADJUST -_ --- -- ' - '-, ,-- _ ro fj,F p[4Ce-D _- LEGEND: DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. _ _ 0.82 �-s--- --r V_fLE'G/N_o� C_aM�' �7'£D -fMI� EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS 4
/ ) ELEV. _ -13@ 0.89 EXISTING CONTOUR -- -'-00---- GARBAGE DISPOSAL UNIT _I`�O
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( 1 41
NOT T0. SCALE BOTTOM OF TEST HOLE ELEV. = WATER 139 FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
EDGE R FINAL CONTOUR--------[W --- l 11U GAL_/BR./DAY X `� BR.) GAL/DAY
RF77JNING WU L DESIGN
� SOIL "PEST LOCATION REQUIRED SEPTIC TANK CAPACITY i,- '_. GAL_.
BUOYANCY CALCULATIONS:
/ UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK, l.iC'.. GAL
15W GALLON SEPTIC TANK tw �: u 1.19 137 3�5
TOWN WATER -W--W- SOIL CLASSIFICATION
_ CATCH BASIN �®� DESIGN PERCOLATION RATE MIN./IN.
WEGHT OF WATER DISPLACED' � �,b G LBS. � GAS J--
) ��WATER S/T SET0. 72112 _ �� 7 EFFLUENT LOADING RATE{ 0.74 GAL/DAY/S.F.
�, L L� E WA CLEAN OUT _-=- _
WgGI<i7 OF TANK PER MANUFACTURER �7_�'.�-- ems'� r C. LEACHING AREA SO. FT.
- SrJC �' G- cessPooL C.P. 0r
4. � T �.� 23 LEACHING CAPACITY (AREA X RATE) 4 �` . GAL./DAY
WEIGHT OF 3
" 1.03 3.08 ;
EXCESS WEIGHT TO.OFFSET FLOTATION 70 136 2 95 - 121 3 09 RESERVE LEACHING CAPACITY ,jti _ GAL./DAY
1.41 1.15 --- EDGE WATER -- 5�---TA Z.• - -SM10 `\, Inspection of the construction of septic system and concrete breakout barrier wall:
1.44 EDGE WATER EDGE WATER 3.16 3.14 -- ---- 140 ,
�� F _ 6 �4 TOB��\` 3� NOTES:
g�--�----�'�- FLAG-SM9 1) Stake out of concrete wall
EDGE WATER - 3 �4 - _ �SM 7 OB \ EI AG 3 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
��+55g2 ' 2) Inspection of removal of unsuitable material prior TITLE 5 AND THE TOWN OF r RULES AND
3.87 3.04 _ -SM5 TO -6
- 31 _ 42 94 to placing new sand REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL. BE BROUGHT TO
FL --§l�11 FLAG 3.23 - �B AG 'M14
WITHIN 6` OF FINISHED GRADE.
i
. 1$7K2 G- 3 3) Inspection of reinforcing steel in footing pr>,or. to 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
Z CT 5.32 1pouring of concrete WITHSTANDING H-20 LOADING.
_ 148 4 95 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
v J
4.06 - I a ! 4 inspection of reinforcing steel in wall prior to BE MORTARED IN PLACE.
6.5 o f 170-40 �'F' � 110 ) p� 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
4.19� 78 d0E
6.� 77 TOB �� �, � pouring of concrete
. � /� � p�••�` •�•�j! n DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
5.57 4.4 OB `5.6 � A / R 4L �/ V� E R 4 � / r„� �NG� 4 6 5) Inspection of asphalt and vinyl barrier prior to OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
73 / �C, MI6 / placement of sand 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG--SAFE" AT 1-888-344--7233 AT LEAST 72 HOURS
Grl�Yi(50 T06. TOB . 44 ,� •1. PRIOR TO COMMENCING WORK ON SITE.
TO 7 Sri+ ED "'C''y r'�1. 4.7 j A R4 6) Inspection of new sand 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
-Q, �/�). ,� ; , , , 7- < t^ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIA?lON
.31 5.34 �' 7) Supervision of soil absorption system IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
51 �'� 149 P 17 0. IMMEDIATELY.
�6 1 GrD �� 4'� �,PP 8. PARCEL IS IN FLOOD 'ONE �':_' r.» , �r ?€
- 64 � , 1 8) Inspection of Ytun Test j ' _ j
W`\ 5.4 ?09 ( p 9. OT IS SHOWN ON ASSESSORS MAP _ AS PARCEL
OE 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
6.22 0 5 PROPOSED B 89
\ 9) As-Built plan and cur' if icatior� letter. ,_ F'�11 - .•.;� �� ^r ean++•sO ���� APFnQo nnn� �+^STFM ANC 4F REPLACED
" 63 '\ 101/ / 6.01 v '
• GrD ADDITION 71 � t, W1Tli ,A.ATERir,r AS SPECIFIED iN '+ij k.tnrc •?.LJJ.�..•r r►
` f Nl7I'F.: IT IS THE RESPONSIBILITY OF THE C'ON'1RAC I'qR TO 11. EXISTING SEPTTCS ARE TO BE PUMPED AND BACKFll1E0.'
6 i f U194 :+ SF) 3<b e
\ , �� 52 } 9 9 -1 1.7 115
ATER NOTIFY TiIE DESIGN ENGINEER 48 IKWS PRIOR
` Grbw
'q, y •� �. Nrir J STK FND 1.8
F,
6.7*. , .
116 i
• L'f r . 22 3 �' �9-t� j 69 , �. -b , 8 88 0 ATER
7-C:) ,,1 t 1,/ (ry N ILL SET / •��8 / � r 6.9 M V 6
70 �' �/ NE10/SEl VA k_/.4't.i�:� :`s��'�+A"J' T4�.4
_
H C 0 �'. 1 J� 1 GO 1.5 ' w / n/T�°+Z) 41 x3A Q ! ( e `3,/ 9�
BH 4b C� 42 . FLAG 20 / 117
7.6>3 60 BH - 36 0 34 0 / E ATER
GrDW 7.9 C C 43 '` 1 4 i V
• � O/D - 1 Q7
a % 0 EXISTING C 330<
30 DWELLING
j C 44 1.
(((JJJ
D 8' 118
87 E W TER
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r 5 t 'E' LC4 .;,r ^. W TER E
102
FLA� M22
T 3 `7 cl� 10.36
DATE AGENT
b 79 66 J
5 ,3 1'05 PROPOSED SEPTIC DESIGN
9 K• GrDW 7.16 GrDW - Gr�
g L RAD r 82 i 8.103 , FOR
GrDW _
t 7.1 8 I-1r/�+ 1:7NL 9•L2I ( M2 *r''H', � _I
N 6.625a Gr• ' �'� c -1`7/7' 5 LOCUS
rt` t'ST :E
W j
0 T8B f PROJECT LOCATION
t SE10192 r . " ld :.ADD ROAD
•�*� S•� `� �� r j STY F�Jl1� 1 '\ � >� RARNSTARI. F (CFNTERV! E
• �--� 1( 05 ( I t-14
--
+. v� 67 9. s84 i ,. s ' { �-- !f \� ,� �,� CRAIG R. SHORT
120 PROFESSIONAL ENGINEER
' \\\ 6.88 .4 � Jr / 0 /3 -4, SO t; E WATER - ( . _ ---- 508- P.O. BOX 1044
t 57 1 _� ,.rr 398-8311 SOUTH DENNIS, MASS 02660
' 9 __ _ ?;� �✓�F F' H L 1 ' E. l`�l ,� 1`,l y T} . ,. ,--- f� � DATE SCALE l" = 20'
56
-• ` crow.__ T n, U S T �!.�' �► " too -- -
'_;:;• REVISED JOB N0.
•
LOCATION MAP r� SHEET I OF 1
SHORT, P.0
i
u
SOIL TEST
TOP OF'FOUNDATION 20 FT. MINIMUM FROM CELLAR DATR F-(;A R ALL A R()11 N D SOIL ETEST DONE
OF SOIL EB
ELEV. a I Z .43 10 FT. MINIMUM 10 FT- MINIMUM FROM SLAB OR CRAWL SPACE TOP W/ 3 ' OVr-RLAPS NTTNESS£.0 BY __- _
CLEAN SAND
I"LG.VL). 24" NDCI MANHOLE EL ICI '. I t,IJ : OBSERVATION HOLE 1 �•-----
COVERS LOAM AND SEED -+t� -�-T'7'`-�T� - •
4' SCHEDULE 40 PVC PIPE L 1'V.- M,N � r 1 ! I I I I IL n 1 r.u(It:1�(.T L S T rz E NG T I I r ., - 3 , rl 0 0 P S t PERCOLATION RATE � '� MIN./INCH AT INCHES
j, -r4 MIN. PITCH 1/1!" PER FT. (M/1x,� I1ItIIMIM �IE_1'I 'STRENGTH rI, - G0 , (1(10 PSI
2' LAYER OF -{. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
A / 1/8" TO 1/2" - 3 MIN. ,
WASHED STONE \ ALL CONNECTIONS I, SPLICES TO BE TIED PER CODE of r rya
r 4" CAST IRON PIPE \ -- RE-BARS � 18" O .C .- VENT � i a ai.ter, .31
A NOT REQUIRED ------- --------- ---- - _"
(OR EQUAL) MINIMUM --- -_-a R r" -8A R S N 9 O. C. < -,� y 0 y2
PITCH 1/4" PER FT.
Z t- CU. FT. OF ------------- - r'1
� CONCRETE � ASP(1ALT COAT 6 DOUBLE �
--- _
FLOW LINE w o, ANCHOR G MIL POLY SEALANT10' S� ,
�1
ELEV. = MIN. be p / --
t. p
N/g C. �`. $ y LEV. LEVEL o p p ELEV. _ E 1_E' v -- - I(1� e d; i-
ELEV. _ GAS ELEV. _ 6' SUMP ELEV. = - (M IN ` - - III
„BAFFLE b TF� v 1✓fa R N/r/t T BN�" .. E c 2 as
���
DISTRIBUTION E
ELEV. �• W ` -- RE
O 18" O .C .
LIQUID OUTLET BOX ,�vi"re STONE IN AN � \ � L 0NG
DEP 14 INCHES (TEETO BE PLACED ON FIRM BASE)4 FEET TO BE WATER TESTED z l c• '
J,,r c RED FORMATION N T �` WATER ENCOUNTERED AT f- ELEV. _
a 5 ET 19 (NCHES GALLON IF MORE THAN ONE OUTLET , - P ,y
6 FEET 24 INCHES WELL M w� �lF-V. = _ _ .RE-OARS
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION zoNE-�� -- -- - �s sHown/
8 FEET - 34 INCHES SEPTIC TANK 3/4- TO 1 1/2' INDEX "
WASHED STONE SYSTEM (SAS) ADJUST 2; 3 ',""
- To aA P«"&ra t) LEGEND: DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. 0.82 - - Y/R GIN OX CyM Pi't C TEA s_AgrD EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS -4
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / /CIS) ELEV. _ 0.89 EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
NOT TO SCALE BOTTOM of TEST NOTE ELEV. WATE 139 TOTAL ESTIMATED FLOW
EDGE WR�R FINAL SPOT ELEVATION
\ Rt'I7�INING WALL DESIGN FINAL CONTOUR � ( 110 GAL/BR./OAY X ti BR.) _._. GAL/DAY
' BUOYANCY CALCULATIONS: .�- �� j/ � SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY GAL.
`v 1 19 UTILITY POLE_ 4 ACTUAL SIZE OF SEPTIC TANK GAL
1500 GALLON SEPTIC TANK 0) 137 -- 3.5 SOIL CLASSIFICATION
WEIGHT OF WATER DISPLACED / f WATER - - S T•SETO �WA
2 TOWN WATER ®W- -W
f• G4 IBS. ,r t J , CATCH BASIN ®� DESIGN PERCOLATION RATE S `4 MIN./IN.
,+�' / �S f. GAS LINECLEAN OUT G EFFLUENT LOADING RATE 0.74 SO. FT. Y/S.F.
WEIGHT OF TANK PER MANUFACTURER r?1 Z? �,' C.O. LEACHING AREA SQ. FT,
WEIGHT OF CESSPOOL_ C.P. 0
` ('�� 'y�! V �/ 3.23 LEACHING CAPACITY (AREA X RATE) GAL/DAY
EXCESS WpaFIT TO OFFSET FLOTATION - 7 C3 " 1.03 3.08 _
•� 136 09 ?_.95 _ 121 RESERVE LEACHING CAPACITY GAL/DAY
1.41 - EDGE WATER -SM10 s3- 2 Inspection of the construction of septic system and concrete breakout barrier wall:
1.44 :----`-_AGE WATER EDGE WATER 3.16 3.14 - = 24 TO O\
' --�T33 F FLAG-S 9 3 1) Stake out of concrete wall NOTES:
EDGE WATER- 3.g - r ,�G- M7 OB ��\ I$L0 3 i. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
92 �� 2) Inspection of removal of unsuitable material prior TITLE 5 AND THE TOWN OF RULES AND
3.87 3.04 �-SM5 TO 6 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
31 to placing new sand 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FL -irt FLAG- 3.23 42
0B LAG M14
,30 WITHIN 6" OF FINISHED GRADE.
1$IX2 G-FM3 3) Inspection of reinforcing steel in footing prior to 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
a 7- ` / 5.32 148 4 1 95 pouring of concrete WITHSTANDING H-20 LOADING.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
4� 6.9 Q T" f ) .r; a s F 7 110 4) Inspection of reinforcing steel in wall prier to BE MORTARED IN PLACE.
4.19 77 _ -l' TOB 78 DOE
pouring of concrete 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGUl1�T10NS. OWNER / APPLICANT IS TO
6.
T 5.6 / j / /� r j� 1 •T^ 4• ' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
4.4 OB �f A ! t� L., / / V 5 RF4 � ` I �''VG� � 5) Inspection of asphalt and vinyl barrier prior to
5.57 73 ` -� f' 6 y p 6. U71UTlES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
50 TOE TOB �4 (� MI6 / 1 4 placement of sand IS TO CALL 'DIG-SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
Gr�14( --
7/1 r,7_ 4 7 114 PRIOR TO COMMENCING WORK ON SITE.
T0� _` - •-- � � i ATER .. 6) Inspection of new sand 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
.31 n '`i 5.34149 �: 5� 7) Supervision of soil absorption system SITE CONDITIONS PRIOR TO COMMENCING WORK DE SITE. ANY VARIA710N
17 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
51 �� 4.OF /� �tZ IMMEDIA--"ra V
��. a. PARCtL i� (N fLUUU ZONE
6 1 GrD x _
/� 5 1�9 \ 8) Inspection of Pump Test 9. LOT IS SHOWN ON ASSESSORS MAP _ AS PARCEL
GrDW OE -� 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
0 ' 89 \ 9) As-Built plan and certification letter to 2 Ft-,. ' BOIII A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
6.22 - � S PROPOSED � OB � ,.� �
Gam` 63 ~�� 10')/ / t ADDITION 6'0171 r. v WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
►i� � 1
315 9 1p . NOTE: IT IS THE RESPONSIBILITY OF THF. CbNTI2ACTOR TO 11. EXISTING SEPTICS ARE TO BE PUMPED AND BACKFlLLED. E,vt , re
\� ti6 52 I 1 �\ 9 1.7
&98 Jo D Iz s�.>^ �� r, Gf 1 ,�.` E 0 �O 108 �
E ATER S W)TTFY THE DESIGN ENGINEER 48 110LIRS PRIOR
• GrDW // 7' / `` fi '�t�}"r / �•' r STK FND / ?. 1.8
6. � :i A rL N.S ;r'�rr 1. � .p J t•± iL ff t71 A T'1�?^v v/01�tA�t�
22 f 9,1 �#9 /a ATER {y; 12,r :Z L11RAL-D cQA f&rP7/C .S><J'7 M Tm
" N ILL SET _ 6;9 70 '� �' / NE10/SE1
G G1�C'.Y' T l:�,r
C H CP 35 0 } LL13.
/ BH 4b C 42 ` r' AG M 00 j 1.5 117
7.59 60 r / BH - 36 0 34 0 / E ATER
GrD W 7.N� C C 43 \\ 14 / 1
GD 3 / G 107
EXISTING C 330 �\ ' E
/ r-T ' J 0 30 DWELLING
pp C 44 1. (�
T C_? j 1 1 J FjC ` D 8 118
T B 87 � E W TER
y i I
� 4. j
M i ar' 10.1765 h Qa A j 10 I
5 „ 0 1�' P F 1 4. �'" .� ,E" .3 3 S"34
�, �, LL , °' /,�'� r..�IF�� icy
7.3 59 7 / ( ;`�V Q t06 I !1 �r} SIiL�Fil' re :r'J F i� C� C7n./ T1
QrDW 4C;lV+L is
27
4 _ 4 . k A1Olt �x ,� K, `\,,�; , , , �. ° 9 88 , „9 .�fsS��r ����" APPROVED: BOARD OF HEALTH
( 5 e 1 ;/ ' (� T 81
F W TER tOPIRI ' ,
FLA� 102 ,
M22
x �. 10.36 l
ti b 79 '7 ,. 1 66 { rq ^f DATE AGENT
72 ° � r `� PROPOSED SEPTIC DESIGN
` �I �. GrDW GrDWS ,' ! �'.4� �T 1!05
t FOR
\\ RAD GrDW 103
2I3
7.1 8T��.c J•1 ;t:. LA M -
LLL 1 9. 2 A F-'�-1 µ+ �._ \t.r ,.� .'C iC 4. .-t L.r�
6.82 58 �• 1 W + K [",r,r�j r�.. t U �_` 5 '`' `� LOCUS
• �' T B
PROJECT LOCA11ON
SE 10
8 � I
STTC FM2d y .
r 16 LADD ROAD
a+ f) `a✓ :. I ) BARNSTABL_F (CFNTFRV I LLF1
04
9. s i 1. 8 r `` sa :� PROFESSIONAL R-AL ENGINEERHOR
.i>!8 Tod 84 E WATER 0 4. , r '�- _ P.O. BOX 144
[RAC ! •,__,_
> 57
r / O l 11 GCS S� - - - 398-8311 SOUTH DENNIS, MASS 02660
7.49 /v/f PHI L ' 1 E. MEAN / T R. 'Ail
`it C.~ � DATE
56 - /' ���`�� I DATE ?9 SCALE 1 " -- 20#
GrDW S T '' r-J 'S� L
�� � ti � •f?Yke%<Jr�:j P� REVISED
LOCATION MAP REVISED 10/,4 /q� SHEET OF
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