HomeMy WebLinkAbout0058 CROSSWAY PLACE - Health 58 Crossway Place
Osterville
A = 165 - 061 '
_ f
0
I'
TOWN OF BARNSTABLE
LOCATION 0 rr0SSUJ W P/C;C,f, SEWAGE# A d(4 —00 5
VILLAGE V "f`er I- C'� ASSESSOR'S MAP&PARCEL L.,4z I'f-f 1*13
INSTALLER'S NAME&PHONE NO.C.�pe�►��2 �ne fJrlS edS
SEPTIC TANK CAPACITY # / l,500 6J* -4a, /Q00 &(
LEACHING FACILITY,(type) �C..�G� (size) (R5 'A 14,d
NO.OF BEDROOMS
OWNER Zj kn Ue
PERMIT DATE: k ��4 COMPLIANCE DATE: /
Separation Distance Between the: A10 lro ft uv a--+��e0`
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility $t Idd eet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) /f Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) I� 18J Feet
FURNISHED BY CAQGise LC)i) �
ft JR
d'
C)- i®,3�
D-7=-36•'7
No. Fee
kv-
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Applitation for VsposaY 6pstem Construction Vermlt
Application for a Permit to Construct( ) Repair()() Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No.5$GQ pSSl*_,Ay Owner's Name,Address,and Tel.No.
oSl�t-RK/LL C - ob4 fJ d— -./A KjzYr O otjA ut
Assessor's Map/Parcel �(o � ' .�
Installer's Name,Address,and Tel.No. 50 9 q'Tj gQ 7rI Designer's Name,Address,and Tel.No.509-4-71 3;3 i 5
dAV6k, (D9 6=6� tSCS L4e C CtJ�iN��� woeicS �N<,
r e�� c r-c, s a. W65 r c
Type of Building:
Dwelling No.of Bedrooms `>" Lot Size aZ rJl r/`1 oZ sq.ft. Garbage Grinder( )
Other Type of Building &551C W T169-C, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) � (� gpd Design flow provided ! `r i p gpd
Plan Date J —/�,—020/ Number of sheets a Revision Date
Title J5_.R <�k10S5l1t A11 N 05_r&_P_V1Ui5
Size of Septic Tank(2� r$O � Type of S.A.S. mI$ #4 V�(a 5(0ZJf4=F0S CAS
Description of Soil N[p l ul" S5&AZ c1 5C�- PC�64 Al
Nature of Repairs or Alterations(Answer when applicable) &Jja) l5cx! 6#4L 6t99,'lC. ZKio0"
I - 14 IQ l f-l-ao 7n '} ao p BaXES 7r,> 5' Roc& aF
Tom. 3l ►�t�l� e����� 6ey �¢ l e RC 't-en�.l'
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
n Date
r
Application Approved by Date
Application Disapproved by27
Date
for the following reasons
Permit No. 6 Date Issued
No. O� - -� Fee
_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
s PUBLIC HEALTH DIVISION.—TOWN OF'BARNSTABLE, MASSACHUSETTS Yes
;2ppYication for OisposaY .pstem Construction Permit
Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( Complete System ❑Individual Components
Location Address or Lot No.58 GQ 14y NA Owner's Name,Address,and Tel.No.
OS Yc 4- J'AtVET DdNA4uE-
Assessor's Map/Parcel !(D _ _ Nt
Installer's Name,Address,and Yel.No. 50 g q-1 I ggq rl Designer's Name,Address,and Tel.No. 4 h 1 5;315
d Apew twig c--c L N6siiJ��el-� LqX*U::.S LNG
r s 6 a W6ST-c
Type of Building:
Dwelling No.of Bedrooms Lot Size a rj��7'7eZ. sq.ft. Garbage Grinder( )
Other Type of Building R1=S/CX5Nj rj4L. No.of Persons Showers( ) Cafeteria( )
Other Fixtures i Design Flow(min.required) q`ty gpd Design flow provided qq.C gpd
Plan Date —/Z-10/3 Number of sheets off• Revision Date
Title
Size of Septic Tank_ /✓jUO &j(LL0 J Type of S.A.S. a S 4 P,ea �,rp 5(Q D[FFtoS tAS
Description of Soil l[sJ►og& 64� R! eAR t t � 5LF PCAA/
Nature of Repairs or Alterations(Answer when applicable) (�_�1IS_ 7 �a4•(. � 7pTtG T�I,RaK.S
N•-14) l - fd-.20 7r-> u80 t? FOE, M:)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not:to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
1 gne. o 194 Date 1 -7'07 I
Application Approved by `F 't. f/ Date
Application Disapproved by Date
for the following reasons
Permit No. -woul Date Issued
TH E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certifirate of Compliance
,,,THIS IS TO CERTIFY,that the On-sitee Sewage Disposal system Constructed( ) Repaired(x) Upgraded( )
Abandoned( )by (.�A pEw t'D
at 52��GSSt��f PC.�GE �4T�V(�-�hasbeencon� cteda�cc'oyr�dan�e
with the provisions of Title 5 and the for Disposal System Construction Permit No. '7 (/LCd�ajted
Installer AMO D5: (;3 P975&K Ltl_� Designers/lJ�? GdIJC���{yi21GS OJG.
#bedrooms —[ Approved design flow gpd
The issuance of this peg i hall n t be construed as a guarantee that the system will ction as designed J . 414)m, 4�
Date / Inspector / �(� (
-------------------- - - - - - - ----------------------------------- - =---- ----- - ---
f
No. / j Fee `f'
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Nsposal 6pstem Construction Permit a..
Permission is hereby granted to Construct( ;1 Repair(X) Upgrade( ) Abandon( )
System located at n,43TEZLy1 .LE '
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Con din m st be completed within three years of the date of this permit.
Date Approved by
-'Town of Barnstable
SHE Tp�
yY, -Regulatory Services .
Richard V. Scali, Interim Director
snarrsrnst.�
9 M^ S Public Health Division
i639• ��'
�Fa►��' Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: ('1 Ll Sewage Permit# AW4-005 Assessor's MaplParcel1 b.5---0 1
Designer: ��e;,.�n,� n s (me Installer: (-Q V'/" Jkc E.'+ t!✓gDr 'J
Address: 12 W. CrmpPe1al :(Z4t Address: IS -7 (f6nK✓k1G--"0•1
j"V( S -� - MA (I
on t—p1 —.10 l i CA_je���cle c as issued a permit to install a
(date) (installer)
septic system at �� �(71 SSU�/4.y based on a design drawn by
(address)
dated
(designer)
i
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required).was inspected and the soils
were found satisfactory.
I certify that the septic'system referenced above was installed with major changes. (i.e'
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State &Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compli with the terms of
the IAA approval letters (if applicable) a
PETER T.
I o WENTEE
staller's i ature) "` CIVIL � r
.� ,A No.35109
PAN
(Designer's,Signature) Mfflx Designer's )
`PLEASE RETURN TO BARNSTA:BLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- .
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:1Septic\Designer Certification Form Rev 8-14-13.doc
Town of Barnstable
°F,THE r° Regulatory Services
ti
Richard V. Scah, Interim Director
1 BLAB . i Public Health Division
9�A16.39. ��� Thomas McKean, Director
rFo Mai a
200 Main Street,Hyannis,MA 02601
I
Office: 508-862-4644 Fax: 508-790-6304
Homeowner Certification Form for Alternative Systems
Property Address: (fro SS w``? d'lo'ce .�' 0sfe,--- I Le Nt i4
Assessor's Map\Parcel: �O 6
1 '
Property Owners Name: -T a h
In accordance with Massachusetts DEP alternative system approval letters, the following certification
information is required by the Owner of record. The Owner of record must place an "x" in the
applicable box next to each line certifying the information.
f
1
Yes N\A !
❑ I have been provided a copy of the Title 5 I/A technology Approval letters. '
(15 page Staridard;Conditions letter and the specific technology letter)
❑ 9-I have been provided with the Owner's Manual ~+
❑ - 54 have beeri.provided with-the Operation and Maintenance Manual
❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
and the Approval
❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to
provide written notification of the-Approval to any new Owner, as required by
310 CMR 15.287(5) j
❑ If the design does not provide'for the use of garbage grinders, the restriction is understood
and accepted /U6 bra�� ye D sdarrsq
E- ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify
or take any other action as required by the Department or the LAA, if the Department or .he
LAA determines the System to be failing to protect public health and safety and the
environment, as defined in 310 CMR 15.303
I." �c-hv%. �o r.g�-�,� agree to comply with all terms and conditions above.
j .Property Owners printed"name
61
~� Property Owners Signature 4, ,,r L Date
r
Note• This form must be submitted along with the septic system 'disposal works permit
application for all I\A systems including new construction, repairs\upgrades, with and
without aggregate (stone) and with conventional design criteria or credited design
criteria.
QASept c\IA homeowner certification.doc
Town of Barnstable P#
Department-of Regulatory Services
F Public Health Division Date �� 3 c 13
39'�� 200 ai6 Street,Hyannis MA 02601
" r
r Date Scleduled' d. 10 �� Ee e Pd. "`
t.
Soil:Suit-abiility Assessment for Sew is o
Performed:By: �� e r MC. �► Witnessed By: d ��
LOCATION&.GENERAL INFORMATION `
Location Address fx Owner's Name
S.S -�—
1 `C,[c .
Address 4 �s $ex O`g
Ck l vv<s ;��X 1`4
Assessor's Map/Parcel: (p �- O(a (_ Engineer's Nam ,
NEW CONSTRUCTION REPAIR Telephone# Sd 8'73-7-q
Land Use. Slopes(95) Surface Stones
Distances from: Open Water Body ft Possible Wet Area C� ft Drinking Water Welllr'�D tt
Drainage Way ' ft Property Line �ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands fn proximity to holes)'
. C6 L.Q rvlovts' ���
C>
un
— . - z
i
r
Parent material(geologic) DU�tlJ4 S L` ` Depth to Bedrock 0�/jd
Depth to Groundwater. Standing Water in Hole: N`/t Weeping from Pit Face Al
Estimated Seasonal High Groundwater
DETERM NATION FOR.SEASONAL.HIGH WATER"TABLE
Method Used:
D^_pth Observed starding in obs.hose: la Depth td soil tnottle5: -
Depth to weeping from side of obs.hole: In, Groundwater Adjustment fr:
Index Well.# Reading Date: Index Well level Adj,factor Adj.ClroundwaterLevel,�
PERCOLATION TEST gate 'fine
Observation
Hole# r Time at 9"
Depth of PerC: wYY Time at 6"
ZA,
Start Pre-soak Time @ 'Time(9"-6")
End Pre-soak
Rate Min:/Incfi• L-�-
Site Suitability Assessment: Site Passed. Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division, " _ Obserya:tion Hole Data To Be Completed on Back-----------
**If percolation test is to be.conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one (1) week prior to beginning.
Q:VSEPTICIPERCFORM.DOC
,
DEEP.OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture. _Soil Color• Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders:
Consistency, v
d —� a� l-S t o`Ct2-��
Zk`=tom C; s
DEEP OBSERVATION HOLE LOG Hole#
Depth from. Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (StructuTe,l Stones,Boulders.;
Consistency,% rave
CS Is`eke `1z
Ge'L2� 6 irs 1&fvex/
29 A Zo L i"�j Z,.s'`1'�L
t
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
l Surface(in.) - (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. ,Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture SoiI Color Sall Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders.
Flood Incur-ance Rate Man:
Above 500 year flood boundary No_ Ye
-Wiuuu'500yeat:ooundary No Yes
Within 100 year flood boundary No Yes
Depth-of Naturall-Y OccurrinaPerviousL Material
Does at least four feet of naturally'occurring pervious imaterial;exist in all areas.observed`throughout.the .
area proposed for the soil absorption system? --
If not,what is the depth of naturally occurring pervious material?
Certification
I certify-that on It. .[�1�5 (date),I have passed the soil evaluator examination approved by the;;
Department of Environmental Protection and that the above analysis.was performed by me consistent with
the required training,expertise and experience described in�I Cb4R 15.0,17.
Signature Date
Q:WEpnC1?ERCFORM.DOC
" OST�RYILLL' N
Coleman s POnGI
PG 49 ,
PL. BK' j72 FORTE'S" #'AY
=-�o-�8___=_=edge -of_ water-- �-x-
-
- '60--b610� Z _
EDGE OF_ WETJAA(9--64�'•68�7X-'g9'r54
� __ ------ -- 3
\ STP5
x 69.68 - _off___
x 7o.�z`- -____ �_ LOCUS MAP
--7f} :F 68.997_ _e� NOT TO SCALE
---- __ - --- LEGEND
98-- EXISTING CONTOUR
_ < CONVEM GNAL S.A.S. - x 100.98 EXISTING SPOT GRADE
x 76.98 `-- _ _FOOTPRINT-SEE -� � � OVERHEAD WIRES
- 75.31 SHEEN._ (CALCS) -$H.
7-6 _ - � _ ' -- U UNDERGOUND WIRES
COTS-1-4-1k 148 - W EXISTING WATER SVC.
v Tc-90.13_ _ _
} \, WR �j__'�6CJ_06� G EXISTING GAS SVC.
����_`, 88- ------ 25,772SF �8--��''� TEST PIT
x 81,21 _-- o �`'
: .80.90 -___ BENCHMARK
--82-- 8{} ---- Q
m
X_85.91 --8{3- ------ 8�-----
--- INSTALL A 40 POLY LINER _ -BBM-i
Q� TOP OF-UW--R,•-E_L.=9Q.5- -84_, LT COR./STOOP
BOTT. OF LINER, E[.=88.0 LT COR93
-WORK-LIMIT(TYP.) -€ ---- ----- '- ,
SILT-PENCE - 86------
100' BUFFER-T6 =.� 89.97 89,29 '- y•�
ND ----- E} -9�03 x
-- =T�' .�'"EX�SFING CESSPOOL(APPROX.).
-9229 -- --- 5 --�2- 1.51 TO BE PUMPED, FILLED WI'SAND
94,33` 38 - - -_ --- �_
r 93.31 AfVD ABANDONED OR REMOVED.,
� 3.05 TPr -�--�- 2 _
------9 - re cK�Pa to-I--' G. -- - TBM-2
PROPOSED �_ 1(-,7 �_
S.A.S, `�� _ BEt0- - A60 ,�.��8.39' MAGNETIC NAIL
+ 99,5.8 6\x - -LLB 94.03 --- ----__
25 AD
S Arc 36 �� 95,7'6.r -� 93.49 - _ EL.=
,
-=_ 96.06
SPIKE2 -�•. •---- �- - _-...M....P.
:99.68
`1100.12, )97.03 ® 1EXISTING i' 96,06 T
AC HOUSE(158).
CP T,0.F=101.5f EXISTING SEPTIC TANK
i x 98.86 9g� CELLAR FL.=94./Of --�� cn (TANK N0.1-TO REMAIN)
99.86 98.06 c / T Q �. NO STRUCTURES SHALL
100.39 cn + 98,7b\ v7 co
+`AC ENT PORCH SPIKE2 `� :a W REST ON TANK.
�\ 100.07 o N.
Z 100.11
cn I PATIO. WALK
m SHRUBS SHRUBS o, � ` 1
i -
p o = i 1.01 iloo.22'. :` rn '
Gi -rn 100 63
�_ 10008
Z.
GARAGE i PAVED \ 97.98
PIKE1 DRIVEWAY
100.52
100.72 10'
PROPOSED
10� .22 98.4`7
SEPTIC TANK - �. SHRUBS \\
i00: 7
N0.2 >00.89; + 101.1 STAM
'CONC ETE:..: ." a K
+ 1o1,1 0+
100.76
Q
0 6
�• LoQ OOr95 4f
TP-1 l atchb Si sq�yG
+ 3 i 99,2 o PETER T.
10 .3 ,10125 101.08 100.93. 100.74 �,� U McENTEE
^� CIVIL "
101,62 SH BS g' p� No. 35109
108.07' REGISSE�F�\
0.00
S 15'29'25" W 6
P LE 100.98 100.5a� 99.69
101.32
10 1.21 100.99 " edge of pavement 100.40 100.22 '
TBM- PLAN REVISION
EXISTING LEACH PIT. 1/28/14 - MODIFY PLAN TO USE AN
(APPROX.) CROSSWA Y PLACE MAGNETEIC NAIL AN EXISTING 1000 GALLON
TO BE PUMPED, FILLED EL.=100.'00 TANK FOUND.
W/ SAND AND ABANDONED. 100.00
Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. 1"=20' P.T.M. 254-13 -
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 58 CROSSWAY PLACE OSTERVILLE MA
(508) 477-5313 12/12/13 P.T.M. 1 Of 2 Prepared for: John Donahue, 4 Essex Place, Chelmsford, MA 01824
R
NOTE: TO PREVENT BREAKOUT, A 40 POLY LINER SAHLL
BE INSTALLED AS SHOWN ON SHEET 1.
TOP OF LINER, EL.=90.5
BOTT. OF LINER, EL.=88.0
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE
EXISTING F.G. EL: 93.3t
10 F.G. EL.=93.3t 10 F.G. EL.=93.3t
LOF.G. EL.=100.5t f 02 F.G. EL.=94.0t MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
1 L =
02 L = 12' OIL = 22' L = 13'(MAX) IN PORT ION
® S=1% (MIN.) : O� = 79• ® S=1% (MIN.) (1 MINIMUM)
4"SCH40 PVC 4"SCH40 PVC
6"
4" 7.13" TO
48" LIQUID INVERT !_ I
1Q EXISITNG LEVEL ADD PROPOSED
5 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0'
( INV.=98.25 GAS BAFFLE D-BOXES INV.=89.81
SOIL ABSORPTION SYSTEM (PROFILE)
Ett
PROPOSED SEPTIC TANKS FG INV.=90.25 1Q INV.=90.08
INV.=90.25 2 INV.=90.08 ESTABLISH VEGETATIVE COVER
10 EXISITNG BACKFILL WITH CLEAN NATIVE OR
( INV.=99.00f(VERIFY) 11 INV.=90.47(MIN.) VERIFY PERC SAND TO TOP OF CHAMBERS
JW INV.=98.00
BREAKOUT=TOP t : _
NOTES: TOP ELEV.=90.3
INV. ELEV.=89.81
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=89.22-~
2) SEPTIC TANKS & D-BOXES SHALL BE SET LEVEL AND 4' MIN. NATURALLY OCCURING
TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX. PERVIOUS MATERIALS EFFECTIVE WIDTH=14.2'
INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 5' MIN. ABOVE GROUNDWATER
CMR 15.221(2). EXISTING SUITABLE
3) INSTALL INLET & OUTLET TEES 'AS REQUIRED. NO G.W., EL=83.0 = MATERIAL
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE POND EL=57.7
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 5 ROWS OF 5-ADS Arc 36 UNITS WITH NO
SEPARATION BETWEEN EACH ROW & NO STONE
SEPTIC SYSTEM PROFILE TYPICAL SECTION
N.T.S.
, .
SOIL LOG
DATE:` DECEMBER 5, 20,13 (Ref. P#14,216) GENERAL NOTES:
SOIL EVALUATOR: PETER McENTEE (SE#1542) :
WITNESS: 'DONNA MIORANDI R.S.-HEALTH AGENT 1. ALL CHANGES TO THIS PLAN MUST'BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
Elev. TP-1 Depth Elev. TP-2 Depth 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
101.2 A 0" 93.0 A 0" OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOAMY SAND LOAMY SAND LOCAL RULES AND REGULATIONS.
100.7 1OYR 4/2 6" 91.5 10YR 4/2 18" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
B_ TO INSPECTION.-AND_.APPROVAL BY.•THE, BOARD OF ,HEALTH AND_THE,q
LOAMY SAND LOAMY SAND DESIGN ENGINEER. r
10YR 5/8 10YR 5/8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
98.8 28" 90.7 211" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
PERC ' C ENGINEER BEFORE CONSTRUCTION CONTINUES.
36"/48' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER' IS NOT RESPONSIBLE FOR THE FAILURE OF
MED. SAND MED. SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
2:5Y 6/6 2.5Y 6/6 HEALTH FOR PROPER INSPECTIONS 'DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 150'F'OF THE PROPOSED S.A.S.
91.2 120" 83.0 120" 9• ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
PERC 'RATE <2 MIN/IN. ("C" HORIZONS) AGREED UPON' BY OWNER AND CONTRACTOR OR AS OTHERWISE
No GROUNDWATER OBSERVED DIRECTED BY THE APPROVING AUTHORITIES.
CONVENTIONAL S.A.S. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
` FOR iLLUSTRA T iON ONLY-DO NOT INSTALL CONSTRUCTION.
3-500 GALLON CHAMBERS W/4' STONE 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
Y3.2' x 33.5 S.A.S. FOOTPRINT _ 3 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
BOTTOM. SIDEWALL TOTAL. " REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
AREA AREA 'S AREA 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE'MATERIALS SHALL BE
442 SF 186 SF 628 SF INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL
TOTAL CAPACITY = 0.74 GPD/SF(628 SF) 464 GPD 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
DESIGN CRITERIA
63.5"
NUMBER OF BEDROOMS: 4 BEDROOMS
SOIL TEXTURAL CLASS: CLASS I 13"
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOWN 440 G.P.D. 33.8"
DESIGN FLOW: 440 G.P.D.
GARBAGE GRINDER: NO "
LEACHING AREA REQUIRED: (440) = 594.6 S.F.
.74 TOP VIEW
PROPOSED SEPTIC TANKS: 60"
SEPTIC TANK NO. 1 (EXISTING): 1000 GALLON-RATED H-20 END CAP END CAP
SEPTIC TANK NO. 2 (PROPOSED):; 15,00 .GALLON-RATED H-10 FRONT VIEW SIDE VIEW,
PROPOSED D-BOXES: 1 INLET, 5 OUTLET '(MINIMUM) END CAP
REAR/TOP VIEW
USE 5 ROWS OF 5-ADS Arc 36 UNITS WITH NO
SEPARATION BETWEEN EACH ROW & NO STONE NOTE: UNIT CONnGURATION AND AVAILABILITY SUBJECT SIDE VIEW
TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT)
(Arc36HC Units) 25 UNITS x 5:0 LF x 4.80 SF,/LF =. 600.0 SFOWS .4640 TD, EMANOHIO 302
1LVD
IILLIARD, oHlo 4302E • Arc .36 DETAIL d
DESIGN FLOW PROVIDED: 0.74(600.0 'S.F.) _ 444.0 G.P.D. ADVANCED DRAINAGE SYSTEMS.INC.
Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. N.T.S. P.T.M. 254-13
12 West Crossfield Road, .Forestdale, MA 02644 DATE CHECKED SHEET NO. 58 CROSSWAY PLACE OSTERVILLE MA
(508) 477-5313 12/12/13 P.T.M. 2 of 2 Prepared for: John Donahue, 4 Essex Place, Chelmsford, MA 01824