HomeMy WebLinkAbout1127 CRAIGVILLE BEACH ROAD - Health 1127 CRAIGVILLE BEACH ROAD
Centerville
A = 206 - 049
S M E A D
KEEPING YOU ORGANIZED
No. 12534
2-153LOR
SUSTAINABLE FORESTRY MIN.RECYCLED
INITIATIVE CONTENT 10%
Certified Flier Sourcing POST-CONSUMER
www.sfiprogrem.org
S"129g
MADE IN USA
GET ORGANIZED AT SMEAD.COM
`{,y TOWN OF BARNSTABLE
T` U LOCATION 7 Cfeq �$;.� , SEWAGE# L
VILLAGE et!!►' = ASSSSESSO S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. !c7 � r
SEPTIC TANK CAPACITY 17 W
LEACHING FACILITY:(type) 4r (size) h
NO.OF BEDROOMS
OWNER v l `
PERMIT DATE: �� COMPLIANCE DATE: J.
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
J
t� 13 (49
i
TOWN OF BARNSTABLE
LOCATION SEWAGE# 'a
VILVt GE ASSESSOR MAP&PARCE1,04Z 11 y
INSTALLER'S NAME&PHONE NO. a
SEPTIC TANK CAPACITY ! lw
LEACHING FACILITY:(type) �A� (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
V17 3- J1j°`H
j- C� .
v
3- y7
-37.� ® ,
10
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No. , D 1 Fee C J oc
THE COMMONWEALTH~OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS
9ppliCation for MispoBal *pstem (E01i8trurtion permit
Application for a Permit to Construct(,/epair( ) Upgrade( ) Abandon( _) ❑Complete System ❑Individual Components
Location Address or Lot No. �r.2- el,� Owner's Name Address,and Tel.No.
Assessor's Map/Parcel �J 'I
Installer's Name,Address,an e.W 7 Designer's Name,Address,and Tel.No.
t� ev&&V0_fr t 09 -4-77 0 53 &g,5.fe%! 08
Type of Buildi ✓-e stnZAc4\ oi,- t
Dwelling No.of Bedrooms 0? Lot Size 5c sq.ft. Garbage Grinder( )
Other Type of Building ( No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) X20 gpd Design flow provided , gpd
Plan Date 4�(-7 Number of sheets Revision Date
Title
Size of Septic Tank � (r� 1 (W O IX—, Type of S.A.S.
Description of Soil _
Nature of Repairs or Alterations(Answer when applicable)
1� cry UI N 2_0 1600 'b
punw ,a-oja dr- i- �erG /i fP�d tip .5'�/5fLnt- kwchi n�
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 Boar
Signed Date
Application Approved by � �'!`S Date 3 -4-f�
Application Disapproved by Date
for the following reasons
Permit No. --4'JI 6F=/4� Date Issued
No. t;-'� V l \ _ Fee >�c i
y THE COMMONWEALTH"OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
�401ication foC MispoBal 6pstem Construction Permit
\ Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address or Lot No. ".Z rat v l tc Owner's Name-Address,and Tel.No.
Assessor's Map/Parcel �'Q u/ �• i1L�'I� D"'`�nr)wy 6/7 -L13 g _ 9 9,/)3
Installer's Name,Address,and e. o. Designer's Name,Address,and Tel.No. rt
f jg ��CeZVa-t�on 608 - 1477-ad53 L 5
S 4al n cf 08 Ds65 Sll
Type of ftildi :1 zl,-A v 6 S'kY1(_ACC vt (Jh ( I
Dwelling No.of Bedrooms 0? Lot Size sq.ft. Garbage Grinder( )
Other Type of Building 5 t n 1 ( ) (' )yp g av`.� No.of Persons Showers Cafetezia• t
Other Fixtures '
Design Flow(min.required) 220 gpd Design flow provided 3 ' gpd ? '
Plan Date /�.��4�(`7 Number of sheets Revision Date
Title
y Size of Septic Tank (�Q 0 ;� I ( C-Z�CC Type of S.A.S.
Decnption.of Soil
-x _ -
k, �500
Nature of 7tQ6
airs or Alterations(Answer when applicable) 2 U ! 5D0 Q.
DIS• i t— u� 61 Nzv 15Ou I vrn 4-h b Gr
eachl nq
Date last inspected:
Agreement:
y
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-e e 1
Signed Date 2 -2
-�
Application Approved by (�� t �l � ,tA,.-�C-10 12 Date 3
Application Disapproved by Date
for the following reasons
Permit No. Date Issued ^ '
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance _ m
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded
- :� ( )
Abandoned( )by i� '�G F t z�j a f i,n n
at 1_7 (,rq�k �V I (i f- �[ j g(j� has been constructed in accordance
with the proyisions of Title 5 and-the or Disposal System Construction Permit No. dated
Installer � { Designer
;+ #bedrooms 7— Approved design flow gpd
The issuance of this permit shall n jt be construed as a guarantee that the syst will fu i as designed.
Date (/ Inspector
- -- - - __
No. 1 z Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
-Misposal 6pstem ConBtrUction Permit
Permission is hereby granted to Construct( ) Rep it ) Up ade( ) Abandon( )
System located at I I Z-7 Crc, ( le J ✓ { ia.�'l�t
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:Construction must e,completed within three years of the date of this permit' Y�.� i�.. . n,
Date J I ^
' Approved by ► .
,3, I
��
ti w l � I
-�
�r
f -
Town of Barnstable
.,oFt►+e roc Regulatory Services-
Rich ard V. Scali,Interim Director
sniwsrABM
M Public Health Division
1630
iDlFo ru•�° Thomas IYIcKean,Director
200 Main Street,Hyannis,MA 02601.
Office: 508-862-4.644 Fax: 508-790-6304
Installer & Designer Certification Form q
Date: •21 `1�1� .Sewage Permit# Z o 1$" U(1 Assessor's Map\Parcel
Designer; J61A-a i �1NA� � �'D�SC��: �- . installer
i(n WP
Address: "Zl�b (�P�I.C'���4-`� � � � Address: 31�
On was: ssued.a;permit to install.a
(date) (r taller)
septic.system_at, ;�L Z7 G ���v l�.t✓ �a�� based on a design drawn by
(address)
dated
(designer)
X 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.4ith 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:
X` I certify that`the system.referenced above was`;constructed in compliance with the tei'nis
of th I1A approval letters(if applicable)
JOHN G.
Onstaller' i atU ;SCHNAIBLE `+
v
1 IVo: 1 f}17
o I
�G f S 7 ERA
i
gn's i `'ature (Affix De "q amp Here)
(Deli
PLEASE.RE° TO BARNSTABLE 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:\wpticoesigner Certification Form Rev 8-T4-13.doc
TOWN OF BARNSTABLE
LOCATION I1Zr1 Cro;ol,:I1c SEWAGE# ZG18 - 6G 1
VILLAGE CcnAzru:I ASSESSOR'S MAP&PARCEL ZO6 0y4
INSTALLER'S NAME&PHONE NO. 34,13 EX Co.y, .,A,c>^ (1`1`1 - O G53
SEPTIC TANK CAPACITY 150051!�1 Z corn►o Fawsi 'rA f,2K - 1 Soo qa.I D IC
LEACHING FACILITY.(type) _nr:Q _,SUSA1 rr- (size)
NO.OF BEDROOMS Z
OWNER _Doc2alo.5 Kcnnco4c
PERMIT DATE: 3-1 y-I Jr COMPLIANCE DATE: 3-Z 1 - 119
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
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44 Commercial Street
Raynham, MA mr
02767 - '
Tel: (508) 880-0233
Fax: (508) 880-7�32
.M.
_a::
�y
March 22, 2018
Barnstable Board of Health
200 Main Street
Hyannis, MA 02601
Attention: Board of Health Agent
Reference: BioMicrobics FAST Treatment System
Serial Number: 0209559
To whom it may concern:
Attached please find a copy of the Product Registration Report for the FAST Treatment
System;for the startup performed on 3/21/2018 at the home of Douglas Kennedy located
at 1127 Craigville Beach Road, Centerville, MA. Also, attached is a copy of the fully
executed Operations & Maintenance Agreement.
If you have any questions or require additional information please do not hesitate to call.
Sincerely,
Sharon M. Foster
Enclosures .
INLC0RP0RATED
8450 Cole Parkway *I* Shawnee, KS 66227 ** Phone 913-422-0707 *,* Fax: 912-422-0808
e-mail: onsite .biomicrobics.com*,*www.biomicrobics.com***800-753-FAST(3278)
PRODUCT REGISTRATION REPORT
Product Registra ion eport must be completed and returned to Bio-Microbics, Inc. in order to effect warranty.
Date of Start-U g Date Shipped to End User 3/15/18 Serial # 0209559
OWNER
NAME Douglas Kennedy
ADDRESS 1127 Crai ville Beach Road
CITY/STATE/ZIP Centerville,MA 02632
PHONE/FAX
BIO-MICROBICS DISTRIBUTOR
NAME J&R Sales and Service,Ina
ADDRESS 44 Commercial Street
CITY/STATE/ZIP Ra nham, MA 02767
PHONE/FAX 508-823-9566 FAX: 508-880-7232
INSTALLER y.
NAME B&B Excavation
ADDRESS 14 Teaberry Lane
CITY/STATE/ZIP Forestdale,MA 02644
PHONE/FAX
f• ` � �' '" t ;.CONSULTING ENGINEER if applicable) "
NAME Coastal Engineering
ADDRESS 260 Cranberry Highway
CITY/STATE/ZIP Orleans,MA 02653
PHONE/FAX 508-255-5511
Good Bad NA Good Bad NA
ELECTRICAL PANEL(S) TREATMENT UNIT(S)
Visual Alarm Operating q Air vent clear
Audio Alarm Operating Septic-tank level
BLOWER(S) Septic tank meets min. size
Wired for correct voltage �— Septic tank filled to
operating level
Inlet/outlet piped correctly Air Lift Operation
Filter element installed Recirculation tube in place
E3' �
Blower hood secure �— Fasteners tight
Blower works correctly WATER-TIGHT JOINTS
Blower located within 100'of Treatment unit to septic tank L�'
treatment unit17
Air line clear Entrance tube to insert cover
Air inlet screen clear Insert to insert cover 13
Blower hood vents clear C) Discharge line connection
" 1
Factory Authorized Personnel: /' Title:
Firm: Wastewater Treatme, ervices""Inc. Date:
44 Commercial Street
Please complete all items marked Raynham, MA
including three signatures. Mail 02767
signed original contract to:
Wastewater Treatment Services inc
44 Co Tel: (508) 880 0233
mmercial Street
Ravnham,MA 02767 Fax: (508) 880-7232
INSPECTION AND EFFLUENT TESTING AGREEMENT
Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the
FAST'System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of
OWNER which is described below.
Upon acceptance of this agreement at WTS's office,WTS will render the following services only:
Equipment will be inspec ed a least 4 times per year that this Agreement remains in effect,with the first
inspections beginning These inspections will include:
1) Testing of the sludge depth in the septic tank.
2) Inspection,power testing and clean/replace intake filter of the air blower.
3) Inspection of the alarm system.
4) Inspect overall condition of FAST(D System.
5) Notification to OWNER of any problems encountered.
6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts.
WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24
hours of a system failure or alarm event including corrective measures that have been taken.
OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional
labor time will be billed to the OWNER at current labor rates of$80.00 per hour.
Emergency service between regular inspections will be provided at standard labor rates during normal
business hours; at time and one-half after 5:00 PM and on Saturdays;and at double tune on Sundays and
holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS
charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance,but does not
include repairs required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,
or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if
caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS.
OWNER utiderstands and agrees that WTS is not responsible for special,incidental or consequential
damages,including but not limited to loss of time,injuly to person or property,or equipment failure.
OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by
WTS to be necessary or appropriate for WTS to perform its duties hereunder.
i
Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current
contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS
must receive the payment before expiration of the current contract year to assure continuous contract
coverage. Failure to return payment may result in suspension of service,cancellation of the contract and/or
nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior
written consent of WTS. It will remain in force until a party cancels by written notice to the other at the
address given herein.
MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE
Bio-Microbics MicroFAST `1551 Centerville,MA $470.00
EQUIPMENT OWNER Wastewater Treatment Services,Inc.
*Signed by OWX f ,
Douglas Kennedy Signed:
Address:
1127 Craigville Beach Road 44 Commercial Street
Raynham,MA 02767
Tele: (508)880-0233
`City: Stater Zip: Fax: (508)880-7232
Centerville MA 02632
Telephone Effective Date of Agreement
E-Mail address:
OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective
date set forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a
service agreement for the life of the FASTO System;and(3)ANNUAL RATE is subject to change based on
current WTS rates. I HAVE READ AND UNDERSTAND THE FOREGOING.
*Signed by OWNER:
Effluent Testintr
Effluent sample taken 4 times per year for 2 years and delivered to a qualified testing lab for evaluation.
Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing
acceptable access to effluent to enable a-grab sample to be taken for laboratory testing performed.
PERMIT:
*(PLEASE CHECK ONE) (X )GENERAL { )REMEDIAL ( )PROVISIONAL
*SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N) if YES,please attach copy of permit
(X)pH,BOD5,TSS,Nitrate,Nitrite,TKN ( )Other:
*Cost for testing: $275.00/Visit
Opei-ator-assigned: Michael Moreau
Telephone: (508}880-0233
`Approval for Effluent Testing
Owner' . gnature
_ l
Witness my hand and seal this 1 Z day of March, 2018.
Dorothy P. Bryson
COMMONWEALTH OF MASSACHUSETTS
Middlesex, ss.
On this 11- day of March, 2018, before me, the undersigned Notary Public, personally appeared
Dorothy P. Bryson, personally known to me to be the person whose name is signed on the
preceding or attached document and acknowledged to me that she signed it voluntarily for its
stated purpose.
Josep ossi-Notary Public
M ommission Expires: 04/27/2023
JOSEPH ROSSI
Notary Pubs
�! Commonwealth of Non achuseW i
My Commission Expires April 27,202'' '
BARNSTABLE REGISTRY OF DEEDS
John F. Meade, Register
BARNSTABLE COUNTY
REGISTRY OF DEEDS
A TRUE COPY,ATTEST
JOHN F.MEADE REGISTER
44 Commercial Street
Raynham,MA
02767
Tel: (600)880-0233
Fax:(608)800-7232
February 27,2018
Mr.Douglas Kemiedy
1127 Craigville Beach Road
Centerville,MA 02632
Subject: BioMicrobics FAS'T`� Treatment System
1127 Craigville Beach Road,Centerville,MA
Dear Mr. Kennedy:
Bnoiosed is the Inspection&Testing Agreement for the FASTe'Treatment System to be
located at the above referenced address.
The-amival inaintenance cost of this agreement is$470;00 per year. The cost for the first
year's.testing is$1,100.00. There is also a$50.00 Barnstable County fee that will be
applied. This will need to be paid id advance to Wastewater Treatment Services,
loc.and returned with the signed Ins a ti n&Testing,Agreement too r Ra nham
office=nrlor to the order behm Processed.
Thank you for your order and we look forward to working with you. If you should
.require any additional information please do not hesitate to call or write.
SJiticerelly, < ?
.0 C
Michael Moreau e""-�
Please make check payable to:
-Wastewater Treatment Services, Inc,
Amount Due: $1,570.00
Barnstable County Fee: $50.'00
Total: $1,620.00
Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current
contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS
must receive the payment before expiration of the current contract year to assure continuous contract
coverage. Failure to return payment may result in suspension of service,cancellation of the contract and/or
nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior
written consent of WTS. It will remain in force until a party cancels by written notice to the other at the
address given herein.
MANUFACTURER MODEL NO. SERIAL NO, LOCATION ANNUAL RATE
Bio•Microbics MicroFAST Centerville,MA $470.00
EQUIPMENT OWNER Wastewater Treatment Services,Inc.
'Signed by OWN '� C
Douglas Kennedy " G Signed:
*Address:
1127 Craigville Beach Road 44 Commercial Street
Raynham,MA 02767
Tele: (508)880-0233
*City: State: Zip: Fax:(508)880-7232
Centerville MA 02632
Telephone Effective Date of Agreement_
E-Mail address:
OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective
date set forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a
service agreement for the life of the FASTOSystem;and(3)ANNUAL RATE is subject to change based on
current WTS rates. I HAVE READ AND UNDERSTAND THE FOREGOING.
*Signed by OWNER: -
Effln nt Testin
Effluent sample taken 4 times per year for 2 years and delivered to a qualified testing lab for evaluation.
Results sent to State and focal Agencies as well as the OWNER. OWNER is responsible for providing
acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed.
PERM.U:
*(PLEASE CHECK ONE) (X )GENERAL ( )REMEDIAL ( )PROVISIONAL
*SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N)if YBS,please attach copy of pernrit
(X)pH,BOD5,TSS,Nitrate,Nitrite,TKN O Other:
*Cost for testing: $275.00/Visit
Operator assigned: Michael Moreau
Telephone: OOM)880-0233
*Approval for Effluent Testing
Owner' , gnature 'n
Invoice
91-w&n 1 cfvww M, yip Invoice Number:
52594
44 Commercial Street Tele: (508)880-0233 invoice Date:
Raynham,MA 02767 Fax: (508) 880-7232 Mar 5,2018
Page: 1
Sold To: Ship To:
Douglas Kennedy Douglas Kennedy
1127 Craigville Beach Road 1127 Craigville Beach Road
Centerville,MA 02632 Centerville,MA 02632 I
,
i
Customer ID Serial Number Payment Terms
7661W Net 30 Days
Sales Rep ID Shl pin Method Ship Date Due Date
Quantl Item Description Unit Price Extension
T: Contract Operations and Maintenance Agreement 470.00 470.00
4a Testing Testing of the Onsite Treatment System. Samples 275.00 1,100.00
takP,.!AN r. Ds
__. y Fee is$50,00 per property. 50.00 50.00
,
_ it Health Dept.for more info on
MN Wpm � y0 i }
{�pp Vol .OrS YJ C W� j
� _
..,�� X ra
s H �m
X mom¢ J U tvv ;
x w
f' xa¢�^ Y/ 1RN BOTTOM PORTION WITH PAYMENT----------------------------
Douglas Kennedy Douglas Kennedy 52594,
1127 Craigville Beach Road 1127 Craigville Beach Road
Centerville,MA.02632 Centerville,MA 02632
7661 W .
Subtotal 1,620.00
Sales Tax
Total Invoice Amount 1,620.00
Check No: Multiple �l ' Payment Received 1;620.00
C"Pa. ?0 to Y/ / I DQ' o TOTAL DUE
� � mC 0UJ
-a' - RECEIVED
s oFzKE r JAN 2 5 20ILI
Town of Barnstab Ban ;table
".. __ ,
Oastal Encglileerlilg"0.,
Huss. a apaC"i
UARNSTs.. . Board of Health
9
1639
MA1° 200 Main Street, Hyannis MA 02601 2U07
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
Junichi Sawayanagi
January 18, 2018
Mr. John Schnaible, R.S.
Coastal Engineering Co., Inc.
260 Cranberry Highway, Route 6A
Orleans, MA 02653
RE: 1127 Craigville Beach Road, Centerville A= 206-049
Dear Mr. Schnaible,
You are granted conditional variances on behalf of your client, Douglas Kennedy, to
construct an onsite sewage disposal system with subsurface drip distribution technology
and a secondary treatment unit (S.T.U.) and at 1127 Craigville Beach Road, Centerville.
This system will include a MicroFAST and a PER-RITE Drip Dispersal System.
The variances granted are as follows:
310 CMR 15.203: To reduce the size of the leaching facility by 22.3%.
310 CMR 15.405: To construct a soil absorption system four feet above the maximum
adjusted groundwater elevation, in lieu of the minimum five feet
vertical separation distance required.
310 CMR 15.211 To construct a soil absorption system five (5) feet away from the
property line, in lieu of the minimum ten feet separation distance
- required. ._
310 CMR 15.227 To install the pump chamber with its outlet invert less than one foot
above the maximum adjusted high groundwater elevation.
SECTION 360-1 of the Town of Barnstable Code: To install a septic tank 86
feet away from a wetland in lieu of the one-hundred (100)
feet minimum separation distance required.
Q:\WPFILES\SchnaibleKennedy 1127CraigvilleBeachRd Variances2018.docx Page 1 of 3
These variances are granted with the following conditions:
(1) Sheet C2.4.1 of the engineering plan shall be revised to indicate the
piping is '/z inch (not '/2 foot).
(2) No more than two (2) bedrooms maximum are authorized at this l
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
similar-type rooms which provide privacy, are considered "bedrooms"
according to the MA Department of Environmental Protection.
(3) The applicant shall record a properly worded deed restriction, signed by
the owner of the property,, at the Barnstable County Registry of Deeds.
restricting the property to two- (2) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
the issuance of the certificate of compliance.
(4) The applicant shall submit maintenance agreements for the secondary
treatment unit and drip dispersal technology.
(5) The maintenance agreements are the responsibility of the owner of the
property.
(6) The MicroFAST system shall be installed in strict adherence with the
standards contained within the MA DEP remedial use approval letter
dated June 16, 2006, modified January 23, 2008, and revised November
5, 2012.
(7) The PERC-RITE Drip Dispersal System shall be installed in strict
adherence with the standards contained within the MA DEP remedial
use approval letter dated March 4, 2011 and revised March 20, 2015.
(8) The System Owner shall comply with Section V of the DEP remedial use
approval letter for the PERC-RITE Drip Dispersal System dated March 4,
2011 and revised March 20, 2015.
(9) The system shall be installed in strict accordance with the revised plans.
(10) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of
Health that the system was installed in substantial compliance with the
revised plans.
(11) These variances expire three (3) years from the date of this variance
decision letter. It is the applicant's responsibility to obtain a disposal
works construction permit and install the system within the three year
period.
QAWPFILES\SchnaibleKennedy 1127CraipilleBeachRd Variances2018.docx Page 2 of 3
f
The physical constraints at the site severely restrict the location of the system
components due to the very small size of this lot, its close proximity to wetlands, and
high groundwater. The applicant's engineer designed a system which incorporates drip
distribution technology along with a secondary treatment unit. This system appears to
meet the maximum feasible compliance standards contained within the State
Environmental Code, Title V.
Sincerely yours,
M � 1—( Z , —,I A
P I an 1 M.D.
Chairman
BOARD OF HEALTH
\WPFILES\SchnaibleKenned 1127Crai viIIeBeachRd Variances2018.docx .
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Doc- 1 3,1 r 928 03-14-21-118 2:13
BARNSTABLE LAND COURT REGISTRY
DEED RESTRICTION
Whereas,Dorothy P. Bryson, widow of Robert J. Bryson of 11 Acorn Drive,Newton,Middlesex
County, Massachusetts is the owner of land located at 1127 Craigville Beach Road, Barnstable
(Centerville) in the County of Barnstable, Commonwealth of Massachusetts, more particularly
described in Barnstable County Land Registration Office Certificate of Title Number 70880 filed as
Document Number336656,, Lot 2 on Land Court Plan Number 9288-L (hereinafter the"Lot")
.ZZI g(3
Whereas, Dorothy P. Bryson as the owner of said Lot has agreed with the Town of Barnstable
Board of Health to a restriction as to the number of bedrooms which can be included in any home
built on the Lot as a pre-condition to obtaining a disposal work construction permit in compliance
with 3109 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the
Subsurface Disposal of Sanitary Sewage; and
Whereas,the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works
construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental
Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and
authorizing issuance of a building permit for the construction of a single-family home on this ,
property, is requiring that the agreement for the restriction of the number of bedrooms in any house
constructed on the Lot be put on record with the Barnstable Count Registry of Deeds by recording
this document.
Now, Therefore, Dorothy P. Bryson does hereby place the following restriction on the Lot as
described herein in accordance with her agreement with the Town of Barnstable Board of Health,
which restriction shall run with the land and be binding on all successors in title:
1127 Craigville Beach Road, Barnstable (Centerville), Massachusetts, the Lot referenced herein,
may have constructed upon the Lot a house containing no more than two (2) bedrooms. Dorothy P.
Bryson agrees that this shall be a permanent deed restriction on the Lot
For title of Dorothy P. Bryson see Barnstable County Land Registration Office Certificate of Title
Number 70880, Document Number-93*65(rLand Court Plan Number 9288-L
2zICt,(v3
Remainder of Page Intentionally Left Blank—Signature Page Follows
i
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�OFIKE TOJy,� Barnstable
P
O
Town of Barnstable
Af-Amedca City
BARNSTABLE,�
MASS. • Board of Health 1 I
9
039. �0
pIFD AM A 200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
Junichi Sawayanagi 1'
January 18, 2018
Mr. John Schnaible, R.S.
Coastal Engineering Co., Inc.
260 Cranberry Highway, Route 6A
Orleans, MA 02653
RE: 1127 Craigville Beach Road, Centerville A= 206-049
Dear Mr. Schnaible,
You are granted conditional variances on behalf of your client, Douglas Kennedy, to
construct an onsite sewage disposal system with subsurface drip distribution technology
and a secondary treatment unit (S.T,U.) and at 1127 Craigville Beach Road, Centerville.
This system will include a MicroFAST and a PER-RITE Drip Dispersal System.
The variances granted are as follows:
310 CMR 15.203: To reduce the size of the leaching facility by 22.3%.
310 CMR 15.405: To construct a soil absorption system four feet above the maximum
adjusted groundwater elevation, in lieu of the minimum five feet
vertical separation distance required.
310 CMR 15.211 To construct a soil absorption system five (5) feet away from the
property line, in lieu of the minimum ten feet separation distance
required.
310 CMR 15.227 To install the pump chamber with its outlet invert less than one foot
above the maximum adjusted high groundwater elevation.
SECTION 360-1 of the Town of Barnstable Code: To install a septic tank 86
feet away from a wetland in lieu of the one-hundred (100)
feet minimum separation distance required.
Q:\WPFILES\SchnaibleKennedy 1127CraigvilleBeachRd Variances2018.docx Page 1 of 3
I
These variances are granted with the following conditions:
(1) Sheet C2.4.1 of the engineering plan shall be revised to indicate the
piping is inch (not '/2 foot).
(2) No more than two (2) bedrooms maximum are authorized at this
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
similar-type rooms which provide privacy, are considered "bedrooms"
according to the MA Department of Environmental Protection.
(3) The applicant shall record a properly worded deed restriction, signed by
the owner of the property, at the Barnstable County Registry of Deeds
restricting the property to two (2) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
the issuance of the certificate of compliance.
(4) The applicant shall submit maintenance agreements for the secondary
treatment unit and drip dispersal technology.
(5) The maintenance agreements are the responsibility of the owner of the
property.
(6) The MicroFAST system shall be installed in strict adherence with the
standards contained within the MA DEP remedial use approval letter
dated June 16, 2006, modified January 23, 2008, and revised November
5, 2012.
(7) The PERC-RITE Drip Dispersal System shall be installed in strict
adherence with the standards contained within the MA DEP remedial
use approval letter dated March 4, 2011 and revised March 20, 2015.
(8) The System Owner shall comply with Section V of the DEP remedial use
approval letter for the PERC-RITE Drip Dispersal System dated March 4,
2011 and revised March 20, 2015.
(9) The system shall be installed in strict accordance with the revised plans.
(10) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of
Health that the system was installed in substantial compliance with the
revised plans.
(11) These variances expire three (3) years from the date of this variance
decision letter. It is the applicant's responsibility to obtain a disposal
works construction permit and install the system within the three year
period.
QAWPFILES\SchnaibleKennedy I I27CraipilleBeachRd Variances2018.docx Page 2 of 3
v
The physical constraints at the site severely restrict the location of the system
components due to the very small size of this lot, its close proximity to wetlands, and
high groundwater. The applicant's engineer designed a system which incorporates drip
distribution technology along with a secondary treatment unit. This system appears to
meet the maximum feasible compliance standards contained within the State
Environmental Code, Title V.
Sincerely yours,
9, (3 �4 � I-QA
PWul 1.tanYI M.D.
Chairman
BOARD OF HEALTH
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s
Y 1
To — 1e4� DATE: 1 �/
FEE: ��_
w BARNRrABLE,
MASS.
.e 1639. �� R.i REC.BY:
Town of Barnstable
SCHED.DATE: /Q
w.� Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Junichi Sawayanagi
Donald A.Guadagnoli,M.D.
Alternate:Cecile Sullivan,RN,MSN
VARIANCE REQUEST FORM
LOCATION
Property Address: 1127 Craigville Beach Road, Centerville
Assessor's Map and Parcel Number: 206-49 Size of Lot: 0.14 acres
Wetlands Within 300 Ft. Yes x Business Name:
No Subdivision Name:
APPLICANT'S NAME: Douglas Kennedy Phone
Did the ama of the property authorize you to represent him or her? Yes x No
applicant
PROPERTY OWNER'S NAME CONTACT PERSON
Name: Dorothy P. & Robert J. Bryson Name: John G. Schnaible, Coastal Engineering Co.
Address: 11 Acorn Drive, Auburndale, MA 02116 Address: 260 Cranberry Highway, Orleans, MA 02653
Phone: Phone: 508-255-6511
EMAIL: jschnaible@coastalengineeringcompany.com
VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed)
See attached See attached
NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System x
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in S separate,collated packets.
— Five(5)copies of the completed variance request form
— Five(5)copies of engineered plan submitted(e.g.septic system plans)
— Five(5)copies of MA DEP approval letter for I/A septic systems only.
— Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
— A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian
— Signed letter stating that the property or business 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 date at applicant's expense(for
Title V and/or local sewage regulation variances only)
— Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only).
$95.00 variance request application fee collected (No fee for lifeguard modification renewals , grease trap variance renewals [same
owner/lessee only],outside dining variance renewals[same owner/lessee 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 Paul J.Canniff,Chairman
NOT APPROVED Junichi Sawayanagi
REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D.
C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet
Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC
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C`SENDER: COMPLETE THIS SECTION • • ON DELIVERY
■ Comptet ;;gems,l,2 �nd3. :,A��� , :.,. � ✓'�� Q Agent
■ Print your` iam-An address on the reverse X. ov`�
so that we can return the card to you. �' ❑Addressee
■ Attach this card to the back of the mailpiece, (Printed Name) C. Dale of De ivery
or on the front if space permits. I1J�//
1. Article Addressed to:_ _— — D: Is delivery address different from,fterdly 0 Ye
If YES,enter delivery address below: ❑No
C18813.00/Kennedy/BOII%BARN/JGS/sac
,. HIGGIN&DAMES R.&'ELAINE M.
19 ALBAMONT ROAD
W� iNCHES'1'GR,MA 01991)
3. Service Type ❑Priority Mali Express®
IIIIII IIII III I III I II II I III I II II II I IIII I I III ❑Adult Signature O Registered Mail
❑Adult Signature Restricted Delivery ❑Registered Mail Restricted�
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9590 9402 3353 7227 4684 44 ❑Certified Mail Restricted Delivery O Return Receipt
❑Collect on Delivery
2. Article Number(Transfer from serv_ice_label),--0 Collect-on-Delivery Restricted Delivery Signature Confiirmation-
O Signature.Confirmation
7 017 2 6 8 0"0 0 0 0 0525 3084 Restricted Delivery Restricted Delivery
PS Form 3811,July 9015 PSN 7530-02-000-9053 Domestic Return Receipt
LISPS TRACKING#
First-Class Mail.
Postage&Fees Paid
USPS
Permit No.G-10
9590 9402"1 '55"1227 4684 44 I
United States Sender:Please print your name,address,and ZIP+45 in this lbox
Postal Service
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Co astal Engineering C.o:-Incp
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260 Cranberry Highway ' \
Orleans, MA 02653
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SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
■:Complete items 1,2,and 3. A:Sign�ttre
IL Print your name and address on the reverse X ,r I� ❑Agent
so that'we can return the card to you. ' '❑Addressee
■ Attach this card-to the back of the htailpiece, B. Received by(Printed Name) C. Date of Delivery
or on-the 1ront if space permits.
1:Article Addressed to: =D. Is delivery address different from item 1? ❑Yes
If YES,enter delivery address below: ❑No
Ct 8813.00/KennedvBOHBARN/JGS/sgc
SHECHTMAN,GAR.Y L.&SAWYER,
J PAUL.G:',&'SUSAN J
1971ST<AY,ENUE- _
NEEDHAM,MA-02494
3. Service Type ❑Priority Mail Express®
❑Adult Signature ❑Registered Mail-
Il I'lll'I I'll l�l I III I li Il I NI l II III i I'IIIII III ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted
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❑Collect on Delivery
2 Articles Numhar fTranefacfrnm_canara im►�n ❑_Collect.on.Delivery Restricted Delivery ❑ n Signature Confirmatio ^"
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PS Form 8811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt
USPS TRACKING#
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Postage&Fees Paid
USPS
Permit No.G-10
9590 9402 5 �` 7227 4683 90
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COASTAL
engineering co.
January 2, 2018
C18813.00
Barnstable Board of Health
Barnstable Town Offices
200 Main'Street
Hyannis, MA 02601
Re: Board of Health Variance Justification
Proposed Sewage Disposal System Upgrade with Remedial Use (no increase in flow)
Douglas Kennedy applicant
1127 Craigville Beach Road
Barnstable (Centerville), MA
Map 206/ Parcel 49
Dear Board Members:
Our client, Douglas Kennedy, is requesting sewage disposal system variances from Title 5 and the Barnstable
Board of Health Regulations to the existing home at the above referenced property. There is no proposed
increase in.the dwelling square footage and no increase in sewage flow. The 2 cesspools are to be removed
or filled in. One cesspool is located on the Richter's lot which has an easement.
A first variance is requested from the local town Regulation 360-1(Article 1), setback requirements. Due to the
proximity of the wetlands and the configuration of the lot, the horizontal distances between the tank
components and the wetland cannot be met. We suggest the same degree of environmental protection can be
met with the septic tank and pump chamber since both components are to be watertight and the inlet and
outlets of the tank will be outfitted with watertight boots, therefore, no sewage will enter the groundwater, the
Centerville River or the marshlands. Also the tanks horizontal setbacks are maximized with the distance of 86
feet provided.
Secondly State Title 5 variances are requested.
The first variance requested is 15:203, Sewage Flow Criteria. We are requesting a size reduction of 22.3
percent from the size requirement for a 2 bedroom flow. We are mitigating the size reduction by providing
secondary treatment and therefore a cleaner effluent to the soil absorption system.
The second variance requested is 15:211, Minimum Setback Variances. We are requesting a 5 foot construction
setback from the rear property lines in order to install the soil absorption system. The installation will require a
small machine to excavate and fill the soil absorption system location. The actual soil absorption system
installation will be by hand work and then capped with 6 inches of soil.
Orleans I Sandwich I Nantucket
The third variance requested is 15.212 Depth to Groundwater. We are requesting a one foot variance from the
depth to groundwater. Again we are providing secondary treatment to reduce the organic load to the soil
absorption system and also reduce Total Nitrogen and remove pathogenic bacteria prior to entering the
groundwater. The Perc Rite system is also providing additional treatment.
The fourth variance requested is 15.227 Placement and Construction of Tees. We are requesting a 0.3 variance
from the outlet elevation of the Pump Chamber from high groundwater elevation. We will provide the same
degree of environmental protection by providing watertight boots on all tank inlets and outlets. This will
provide protection from any infiltration or exfiltration of sewage from the tanks.
The same degree of environmental protection will be provided with the secondary treatment and the unique
type of soil absorption system. A drip irrigation type of soil absorption is proposed. The effluent will be spread
throughout the leaching area and will be placed within 6 inches of grade to provide maximum aeration,
nitrogen uptake, and filtering through the B soil horizon. The vertical separation between adjusted high
groundwater and the proposed bottom of the drip irrigation system is 4 feet (the present cesspools are in
groundwater). The horizontal distance (140 feet +/-) has been maximized between the wetland and the drip
irrigation system
Coastal Engineering Co., Inc. respectfully requests that the Board of Health approve the requested variances. A
representative will be at the public hearing to present the plan and address any questions you may have.
Very truly yours,
COASTAL ENGINEERING CO., INC.
John G. Schnaible, R.S.
JGS/jgs
cc: Douglas Kennedy
Dorothy P. 5 Robert J. Bryson
D:000C16800V 881YPermitting1BOHV 2018Variance Justifcation.doc
COASTAL
engineering co.
January 2, 2018 Project#C18813.00
Board of Health
Attn:Thomas McKean, Health Director
200 Main Street
Barnstable, MA 02601
Re: Board of Health Variance Request
Proposed Sewage Disposal System Upgrade
Douglas Kennedy
1127 Craigville Beach Road
Centerville, MA
Map 206 Parcel 49
Dear Board Members:
On behalf of our client, Douglas Kennedy, we are requesting a variance from the Barnstable Board of Health
Regulations to install a Sewage Disposal System Upgrade with Remedial Use to replace an existing system at the
above referenced property.The requested variances are:
310 CMR 15.000 Title 5)
310 CMR 15.203-Sewage Flow Criteria
Soil absorption system area reduction of 22.3% requested (up to 50% allowed per MassDEP standard
conditions for secondary treatment units approved for remedial use)
310 CMR 15.211 Minimum Setback Distances
Soil absorption area less than 10' from property line (S' variance requested)
310 CMR 15.212 Depth to Groundwater
4' depth to groundwater from bottom of soil absorption system requested (up to 50% allowed per
MassDEP standard conditions for secondary treatment units approved for remedial use).
310 CMR 15.227 Placement and Construction of Tees
Outlet invert elevation of pump chamber is less than 1' from high groundwater elevation (0.3' variance
requested)
Town of Barnstable Board of Health Regulations
Article 1: Setback Requirements (360-1)
Septic tank less than 100 feet from marsh (14' variance requested)
Please schedule this request for your January 16, 2018 public hearing. If you have any questions or require
additional information, please contact our office.
Orleans I Sandwich I Nantucket - -
I
COASTAL
engineering co.
Project#C18813.00
January 2, 2018
Board of Health By Hand Delivery
Attn: Thomas McKean, Health Director
200 Main Street
Barnstable, MA 02601
Re: Board of Health Variance Application Filing Package
ProposedSewage Disposal System Upgrade
Douglas Kennedy
1127 Craigville Beach Road
Centerville, MA
Map 206 Parcel 49
On behalf of our client, Douglas Kennedy, we are submitting an original plus 4 copies of a Board of Health
Variance Application Filing Package, an original check for municipal filing, and 5 copies of the plan for the above
referenced project. The following items are enclosed:
• Board of Health Variance Request Form
• Board of Health Town Septic Checklist
• Board of Health Variance Request Letter
• Authorization for Representation
• Floor Plan
• MassDEP Approval for Remedial Use 6 Revision of Approval for Remedial Use
• Abutter Notification Letter, Certified Abutter List, Assessor Map 206 identifying locus
• Copy of$95.00 check made payable to Town of Barnstable for filing fee
• Coastal Engineering Co., Inc., Sewage Disposal System Plan, revised date 12/21/17
• Coastal Engineering Co., Inc., Sewage Disposal System Details, revised date 12/20/17
Please schedule this for the January 16, 2018 public hearing. If you have any questions or require additional
information, please give our office a call. Thank you.
Sincerely,
COASTAL ENGINEERING CO., INC.
Sarah Cole
Enclosures: As Stated
cc: Douglas Kennedy
Dorothy P. 5 Robert J. Bryson
John G. Schnaible, Project Manager
Orleans Sandwich I Nantucket
The Town of Barnstable
FTHE l ti Department of Public Works
382 Falmouth Road,Hyannis,N A 02601 BARNSTABI,E
BARNSIABLE.
y MASB. $ www.town.barnstable.ma.us 1639-2014
1 Mai a 375
Daniel W. Santos, P.E. Office: 508,790.6400
Director Fax: 508.790.6343
28 December ,2017
Thomas McKean, Director
Town of Barnstable
Health Division
200 Main Street
Hyannis, MA 02601 1
RE: Perc-Rite Drip Dispersal Sewage Disposal System Design Review
11 &25 and 30 & 34 Gardiner Lane, Osterville
Dear Mr. McKean:
At your request, the Department of Public Works has reviewed the design plans and
accompanying materials prepared and submitted by Coastal Engineering for the proposed
Perc-Rite Drip Dispersal sewage disposal systems at 11 & 25 and 30 & 34 Gardiner Lane
in Osterville. The systems appear to have been designed substantially in compliance with
accepted engineering practices, the State's Sanitary Code (Title V), DEP's Certification
for General Use for the Perc-Rite Drip Dispersal system, and the Massachusetts Perc-Rite
Drip Dispersal Design Manual.
However, we identified a number of issues that should be clarified or corrected. We
recommend that the following comments be addressed by the applicant prior to the
issuance of a Sewage Disposal Permit.
General Comments (Both Proiects) .
1) It is unclear if the required emergency storage capacity has been provided within the 3
Iproposed pump chambers. Depending upon -the depth of the proposed pump
e chamber tanks (not specified), the provided emergency storage may or may not be
adequate. The emergency storage capacity within the pump chambers shall be
calculated and shown on the plans to confirm that the emergency storage capacity is
equal to at least the daily design flow as required by Title V. Additionally, critical
elevations (bottom of tank, floats, etc.)for the pump chambers shall be provided.
2)9 We recommend that the proposed length of tubing be included in the design
e calculations. The length provided appears to be significantly greater than required,
but we recommend that it be noted.
3) The dimensions on the Perc-Rite Drip Dispersal Field Layout Detail and the Top.
Feed Z126 Zone Detail are inconsistent. The length and width are measured to
Page 1 of 3
F
Mr. Thomas McKean
Gardiner Lane Review
December 28, 2017
different locations on the two details. The designer shall confirm which is correct
and modify the plans accordingly.
4) If the hydraulic unit is going on top of the pump chamber as shown, the designer
shall confirm that there is sufficient cover. The designer also shall confirm that the
4 gravity return pipe from the hydraulic unit to the septic,tank has sufficient pitch back
to the septic tank,particularly if the hydraulic unit ends up being relocated.
5) Modify the Perc-Rite Field Detail to show the return manifold opposite the supply
manifold as proposed. The main supply and return lines shall be specified as 1-inch
PVC. The proposed systems are not the "Z-146 configuration". Add a minimum 15
feet dimension to the breakout elevation, although breakout does not appear to be an
issue for either system.
6) Modify the Top Feed Z126 Zone Detail to reflect the proposed project design. The
proposed systems are not the Z126 configuration and are not top feed. The note
below the detail indicates that top feed manifolds are used for drip dispersal fields
with no discernible slope but the Design Manual indicates that side feed manifolds
are used for sites with no discernible slope. Top feed manifolds are intended for
sloping site. The designer shall modify the detail accordingly.
7) Multiple details have references to more than one zone. The proposed systems are
one zone systems. The details shall be modified to eliminate references to multiple
zones.
8) The note on the Standard Drip System (Side Feed Manifold) Detail which states
supply manifold '/2-foot piping to be located above drip tubing to allow the manifold
to drain shall read ''/2-inch piping not`/z-foot piping.
9) Modify the Typical Manifold Connection Detail to show a valve box for the air
release valve for the supply manifold, not just the return manifold.
10) The word Connecting is misspelled in the Connecting Drip Tubing to Flexible PVC
Pipe Detail.
11) Modify the Inspection Note to outline the required inspection schedule.
12) The plan view shows the existing septic systems as to be removed, but the General
Notes provides the option of abandoning the existing septic system. We recommend
that the existing septic systems be removed and the General Notes shall be updated
accordingly.
13) We recommend that the installer submit new Applications for Disposal System
Construction Permits which reference the latest design plans.
Comments Specific to 11 & 25 Gardiner Lane
14) The plan view shows a proposed sewer sleeve where the proposed sewer line crosses
the water line. However, the Water Sleeve Detail shows the water line being
sleeved, not the sewer line. Clarify which is proposed and modify plans accordingly.
Page 2 of 3
a
Mr. Thomas McKean
Gardiner Lane Review
December 28, 2017
15) Although there appears to be sufficient separation, we recommend that a dimension 1
label be added to the plan which shows that the proposed SAS has the required
separation to the nearest proposed subsurface drainage system (LRB-5).
16) Label the existing tree on the south side of the proposed SAS as to be removed.
17) The finished floor of the Tennis Pavilion is at the same elevation as the proposed
Paddle Tennis Court (elevation 23.00). Is this the design intent? Could present
drainage concerns.
Comments Specific to 30 & 34 Gardiner Lane
18) The septic tank is directly adjacent to what appears to be a wall and/or patio area.
We recommend moving the septic tank away from this to prevent any conflicts and
future access or repair issues.
19) The return pipe from the hydraulic unit to the septic tank is underneath what appears
to be a wall and/or patio area. We recommend relocating this to prevent potential
conflicts and future access or repair issues.
20) Although there appears to be sufficient separation, we recommend that a dimension
label be added to the plan which shows that the proposed pump chamber has the
required separation to the nearest proposed subsurface drainage system.
yi
Please inform us if you wish to discuss this further. -
ii
Sincerely,
u
Paul Graves, P.E.
Town Engineer
8
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Page 3 of 3
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Commonwealth of Massachusetts
Executive Office of Energy&Environmental Affairs
Department of Environmental Protection,
One Winter Street Boston, MA 02108.617-292-5500
DEVAL L PATRICK RICHARD K.SULLIVAN JR.
Governor Secretary
TIMOTHY P.MURRAY KENNETH L.KIMMELL
Lieutenant Governor Commissioner
REVISION OF APPROVAL FOR REMEDIAL USE
Pursuant to Title 5, 310 CMR 15.00
Name and Address of Applicant:
Bio-Microbics, Inc.
8450 Cole Parkway
Shawnee, KS 66227
Trade name of technology and models: MicroFAST®Treatment System Models MicroFASM
0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0; HighStrengthFASTO Treatment System Models
HighStrength FASTS 1.0, 1.5, 3.0, 4.5 and 9.0 and NitriFAST®Treatment System Models
NitriFAS7V 0.5, 0.75, 1.0, 1.5, 3.0, 4.5 and 9.0(hereinafter called the"System"). Schematic
Drawings illustrating each System, a design and installation manual, an owner's manual, an
operation and maintenance manual, and an inspection checklist are part of this Approval.
Transmittal Number: W 072367
Date of Issuance: June 16, 2006 (modified January 23,2008)
Revision date: November 05,2012
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code,.3.10 CMR 15.000, the Department of
Environmental, Protection hereby issues this Approval for Remedial Use to: Bio-Microbics,
Inc.,8450 Cole Parkway, Shawnee, KS 66227, (hereinafter "the Company"), approving the
System described herein for Remedial Use in the Commonwealth of Massachusetts. The sale,
design, installation, and use of the System are conditioned on compliance by the Company, the
Designer, the Installer, the Service Contractor, and the System Owner with the terms and
conditions set forth below. Any noncompliance with the terms or conditions of this Approval
constitutes a violation of 310 CMR 15.000.
November 05, 2012 ,
David Ferris, Director Date
Wastewater Management Program,
Bureau of Resource Protection
This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866.539-7622 or 1-617-574-6868
MassDEP Website:www,mass.gov/dep
Printed on Recycled Paper
biomicro.doc
Bio-Microbics,Inc.-N icroFAST®,HighStrengthFAST®,NitrWAST®
Revision of Approval for Remedial Use
Revision Date:November 05,2012
Page 2 of 3
Technology Description
The System is a Secondary Treatment Unit(STU). The Systems, MicroFAST®0.5, 0.75, 0.9,
1.5, 3.0, 4.5 and 9.0, and HighStrengthFAST® 1.0, 1.5, 3.0,4.5 and 9.0, and,NitriFAST®0.5,
0.75, 0.9, 1.5, 3.0,4.5 and 9.0 units are installed in a tank or tanks having a primary settling zone
and an aerobic biological zone. Solids settle in the primary settling zone that is quiescent. In the
aerobic zone, the sewage is continually agitated and aerated. Bacteria in the sewage attach to the
surface of a submerged plastic media; they reproduce by consuming the organic material in the
sewage.
Conditions of Approval
The term"System"refers to the STU in combination with the other components of an on-site
treatment and disposal system that may be required to serve a facility in accordance with 310
CMR 15.000.
The term"Approval"refers to the technology-specific Special Conditions,the conditions
applicable to all STU's with Remedial Use Approval, the General Conditions of 310 CMR
15.287, and any Attachments.
For Secondary Treatment Units that have been issued Remedial Use Approval for the
upgrade or replacement of an existing failed or nonconforming system.,the Department
authorizes reductions in the effective leaching area(310 CMR 15.242),the depth to groundwater
(310 CMR 15.212), and/or the depth of naturally occurring pervious material(310 CMR
15.240(l)) subject to the conditions that apply to all Secondary Treatment Units Approved for
Remedial Use and subject to the Special Conditions applicable to the Technology.
Special Conditions
1. The System is Secondary Treatment Unit Approved for Remedial Use. In addition to the
Special Conditions contained in this Approval,the System shall comply with all the
"Standard Conditions for Secondary Treatment Units Approved for Remedial Use", except
where stated otherwise in these Special Conditions.
2. The System is approved for facilities where the local approving authority finds that:
a) there is no increase in the actual or proposed design flow;
b) the System is for the upgrade of a failed, failing or nonconforming system; and
c) a conventional system with a reserve area,designed in accordance with the standards of
310 CMR 15.100 through 15.255, cannot feasibly be built on-site.
biomicro.doc
i
Bio-Microbics,Inc.-MicroFAST®,HighStrengthFAST®,NitriFAST®
Revision of Approval for Remedial Use
Revision Date:November 05,2012
Page 3 of 3
3. The MicroFAST® 0.5, 0.75 and 0.9, HighStrengthFAST® 1.0 and NitriFAST® 0.5, 0.75 and
0.9 are installed in the second compartment of a two-compartment tank with a total liquid
capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226.
4. The MicroFAST®,HighStrengthFAST® and NitriFAST® 1.5 are installed in the second
compartment of a two compartment 3,000-gallon tank constructed in accordance with 310 CMR
15.226.
5. The MicroFAST®, HighStrengthFAST®and NitriFAST®3.0,4.5, and 9.0 units are installed in
a separate tank constructed in accordance with 310 CMR 15.226. The units are located between
a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and
the soil adsorption system(SAS).
6. Access shall be provided to all tanks in the primary settling and aerobic biological zones in
accordance with 310 CMR 15.228 (2). The primary settling tank shall have at least three
manholes with readily removable impermeable covers of durable material provided at grade.
Two manholes, over the inlet and outlet of the primary settling tank, shall have a minimum
opening of 20 inches. All access ports and manhole covers shall be installed and maintained at
grade to allow for maintenance of the System.
biomicro.doc
1
Commonwealth of Massachusetts
Executive Office of Energy&Environmental Affairs
Department of Environmental Protection
One Winter Street Boston; MA 02108.617-292-5500
Charles D.Baker Matthew A.Beaton
Governor Secretary
Karyn E.Polito Martin Suuberg
Lieutenant Governor Commissioner
APPROVAL FOR REMEDIAL USE
Pursuant to Title 5, 310 CMR 15.000
Name and Address of Applicant:
American Manufacturing Company, Inc.
22011 Greenhouse Road, P.O. Box 97
Elkwood,VA 22718
Trade name of technology and model: PERC-RITE Drip Dispersal System,Models QM(WD),
ASD-15,ASD-25 &ASD-40 (hereinafter called the"System"). A schematic drawing of a typical
System, a Design Manual and a technology checklist are attached and are a part of this Approval.
Transmittal Number: X236091
Date of Issuance: March 4, 2011, revised March 20, 2015
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of
Environmental Protection hereby issues this Approval for Remedial Use to: American
Manufacturing Company, PO Box 97, Elkwood,VA 22718 (hereinafter"the Company"),
approving the System described herein for remedial use in the Commonwealth of Massachusetts.
Sale and use of the System are conditioned on compliance by the Company and the System owner
with the terms and conditions set forth below. Any noncompliance with the terms or conditions of
this Approval constitutes a violation of 310 CMR 15.000.
00
March 20, 2015
David Ferris,Director Date
Wastewater Management Program
Bureau of Water Resources
This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370
MassDEP Website:www.mass.gov/dep
Printed on Recycled Paper
V ,
Approval for Remedial Use Page 2 of 7
PERC-RITE Drip Dispersal System—revised March 20,2015
I. Purpose
1. The purpose of this Approval is to allow use of the System in Massachusetts to repair
subsurface sewage disposal systems, on a Remedial Use basis.
2. With the necessary permits and approvals required by 310 CMR 15.000,this Approval for
Remedial Use authorizes the use and installation of the System in Massachusetts.
3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.284(2).
The System is used to dispose of wastewater from an alternative system approved in
accordance with 310 CMR 15.280 through 15.289 with effluent discharge concentrations
that meet or exceed secondary treatment standards of 30 mg/L biochemical oxygen demand
(BODS) and 30 mg/L total suspended solids(TSS), and from conventional Title 5 septic
systems.
4. This Approval for Remedial Use authorizes the use of the System where the local approving
authority finds that the System is for upgrade of a failed, failing or nonconforming system
and the design flow for the facility is less than 10,000 gallons per day(GPD).
II. Design and Construction Standards Standards
1. The System, a subsurface drip distribution technology, is equivalent to a pressure distribution
system designed in accordance with the Department's Pressure Distribution Guidance. In the
event of conflict between the terms and conditions of this System's technology approval and
Title 5,this approval shall control.
2. The System is a pressure distributed subsurface wastewater drip dispersal(disposal) system that
replaces a soil absorption system(SAS)designed in accordance with 310 CMR 15.000. The
System is designed to distribute effluent from a treatment system(VA or conventional) and
discharge it at a minimum depth of 6 inches below finished grade; it includes a pump, control
panel, a filter module/hydraulic unit and drip dispersal zone(s). The dispersal zone includes
small diameter flexible polyethylene tubing with pressure compensating emitters located at two
foot spacing within the tubing. The emitters operate on a pressure differential across the
emitter. Effluent wastewater is discharged in small doses from the emitters. Dispersal field
dosing is timed and controlled electronically to provide pre-programmed volumes of effluent
for discharge to each dispersal zone. The System includes a return line that allows periodic
flushing of the dispersal tubing. All drip zone supply and return pipes that are maintained filled
with effluent after a pump cycle shall be buried below the frost line or properly insulated. All
drip tubing and shallow manifolds shall be designed to drain into the soil or back to the pump
chamber upon completion of the pump cycle. The System shall include single(the QM/WD
model) or two-stage(the ASD models) automatic backwashing disc filters within the filter
module and air vents in each dispersal zone. Each zone shall have air release valves at the high
points of manifolds and check valves on each return manifold in multi-zone systems. The
system shall be equipped with a totalizing flow meter.
3. The System may be installed in the A, B or C soil horizon or in fill material meeting the
specifications at 310 CMR 15.255(3) at a minimum depth of 6 inches below the finished grade.
4. All access ports and manhole covers shall be installed and maintained at grade to allow for
maintenance of the System.
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Approval for Remedial Use Page 3 of 7
PERC-RITE Drip Dispersal System-revised March 20,2015
5. The control panel including alarms and controls shall be mounted in a location always
accessible to the System operator.
6. The System may be installed in soils with a percolation rate of up to 90 minutes per inch(MPI).
The System shall not be installed in Class IV soils as defined in 310 CMR 15.243.
7. Effluent loading rates shall be as specified in 310 CMR 15.242(1)(a) and(b)with the exception
of Class IV soils.
8. The System shall be designed and constructed with drip tubing with a spacing of 24 inches
unless obstructions are encountered or in cases where more than the required tubing is provided
and equally distributed within the approved appropriately sized subsurface disposal area in
which case a minimum separation of 12 inches is allowed. As much as possible the System
shall be designed to provide equal distribution across the designated disposal area.
9. The System does not require a five foot over dig as indicated at 310 CMR 15.255(5).
10. The System includes the following:
a. Pumps capable of providing pressure of 10-60 psi throughout the dispersal zone(s). Each
drip dispersal zone shall be dosed a minimum of four times per day, or as recommended
by the Company. Duplex pumping shall be provided for facilities with.design flows of
2000 gpd or greater. The pump chamber, combined with available storage in the
pretreatment units if provided, shall provide at least one-day storage as required by 310
CMR 15.231.
b. Timed dosing for the drip system with a timer controller capable of operating the system
during peak flow events without high-level alarms.
c. Automatically backwashed filter(s)capable of screening particles larger than 115 microns
prior to discharge of the effluent to the drip tubing. Filter(s)backwash shall be conveyed
back to a separate settling tank or to the septic tank.
d. Air vents in a zone shall be placed at a higher elevation than the drip tubing in that zone
but below the ground surface. Air vents shall be accessible from finished grade and
insulated to prevent freezing.
e. Drip tubing lines installed as level as possible on contour and a minimum of 6 inches
below finished grade. Drip line spacing is typically 24 inches with drip tubing emitters
spaced 24 inches on center. More than the minimum length of tubing may be utilized
within a properly sized soil absorption system. When the drip lines spacing is greater than
24 inches by 24 inches,the size of the dispersal field shall be increased to provide equal
distribution with adequate tubing separation. The drip dispersal tubing shall be
automatically forward flushed after a pre-programmed number of dosing cycles as
determined by the Company. Flushing velocity shall be at least 2 feet per second at the
distal end(s) of each drip dispersal lateral within a zone. All drip line flushwater shall be
conveyed back to a separate settling tank or to septic tank.
f. The effective effluent dispersal area is calculated using the total area of the drip tubing
system including a one-foot addition on each side or two square feet per foot of drip tube
when tubing is spaced two feet apart.No sidewall credit shall be given for this System.
Approval for Remedial Use Page 4 of 7
PERC-RITE Drip Dispersal System—revised March 20,2015
g. The dispersal area shall not be installed under a paved surface, or in areas of routine
traffic,parking or storage of heavy equipment. In addition no planting or soil excavation
shall be done in or within 5 feet of the drip disposal area after its installation. The system
may be designed to allow for installation of drip tubing up to five feet from a building
cellar wall.
h. No change in existing surface slope over the dispersal field is required to comply with 310
CMR 15.240(10).
11. All System control units,valve boxes,drip dispersal lines,conveyance lines and other System
appurtenances shall be designed and installed to prevent freezing per the Company's
recommendations.
12. The System designer shall provide plans and specifications prepared in accordance with 310
CMR 15.220 for all proposed System installations to the approving authority with required
standard details and 'installation instructions. 7
13. Drip tubing may be installed with a vibratory plow,a static plow,a narrow trencher(<6"width),
by hand trenching,or by scarifying the surface and bedding the drip tubing in clean sand
meeting the requirements for fill material in Title 5 at 310 CMR 15.255(3)with cover consisting
of sand and topsoil meeting the 6 inch minimum depth requirement.Vegetative cover must be
replaced for installations where it is removed or buried during installation.
14. Drip tubing shall not be installed when soils are frozen or saturated.
.15. Prior to System start up, a clean water test of the System shall be performed in the presence of
the Company's representative and the approving authority to check for leaks and to ascertain and
verify system design flush and dose rates.
16. System unit malfunction and high water alarms shall each be connected to an independent power
source from the operating pump(s)run from the main power source of the facility.
17. For Systems with a design flow of 2,000 gpd or greater,the System shall be equipped to
provide a flow meter and automatic remote telemetric notification to the operation and
maintenance(O&M)provider.
18. Installation of inspection ports is not required for this System.
III. Allowable Soil Absorption System Design
1. Any reduction in System design sizing or setbacks shall be based on the MassDEP approved
reduction allowed for the alternative treatment system that precedes the System or by
variance or local upgrade approval in accordance with Title 5.
IV. General Conditions
1. All provisions of 310 CMR 15.000 are applicable to the use of this System,the System owner
and the Company, except those that specifically have been varied by the terms of this
Approval.
r
t
Approval for Remedial Use Page 5 of 7
PERC-RITE Drip Dispersal System—revised March 20,2015
2. Any required operation and maintenance,monitoring and testing shall be performed in
accordance with a Department approved plan.
3. The facility served by the System and the System itself shall be open to inspection and
sampling by the Department and the local approving authority at all reasonable times.
4. In accordance with applicable law,the Department and the local approving authority may
require the System owner to cease operation of the system and/or to take any other action as it
deems necessary to protect public health, safety,welfare and the environment.
5. The Department has not determined that the performance of the System will provide a level of
protection to public health and safety and the environment that is at least equivalent to that of a
sewer system. No System shall be installed,upgraded or expanded, if it is feasible to connect
the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. When a sanitary sewer
connection becomes feasible,the facility served by the System shall be connected to the sewer,
within 60 days of such feasibility, and the System shall be abandoned in compliance with 310
CMR 15.354,unless a later time is allowed, in writing,by the approving authority.
6. Design, installation and operation shall be in strict conformance with the Company's DEP
approved plans and specifications, 310 CMR 15.000 and this Approval.
V. Conditions Applicable to the System Owner
1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes
that are non-sanitary sewage generated or used at the facility served by the System shall not be
introduced into the System and shall be lawfully disposed.
2. The System owner shall have the Company or its designee conduct a design review for any
proposed non-residential System or any residential System with a design flow 2,000 GPD or
greater to ensure that the proposed use of the System is consistent with the unit's capabilities.
3. Operation and Maintenance Agreement:
Throughout its life,the owner shall operate and maintain the System in accordance with the
Company and designer's operation and maintenance requirements and this Approval. To
ensure proper operation and maintenance(O&M), the owner shall enter into an O&M
agreement. No O&M agreement shall be for less than one year.
B. No System shall be used until an O&M agreement is submitted to the approving authority
which provides for the contracting of a person or firm trained by the Company as provided
in Section VI(5) and competent in providing services consistent with the System's
specifications,with the operation and maintenance requirements specified by the Company
and the designer, and with any specified by the Department. The O&M agreement shall also
contain procedures for notification to the Department and the local board of health within
five days of a System failure or alarm event and for corrective measures to be taken
immediately. It shall also require the System inspector, at each site visit and anytime there
is an alarm event,to conduct an inspection using the Company's technology checklist of the
System's filter system,pumps,valves, etc., disposal area where the System is installed for
signs of breakout or dampness and complete any required maintenance. The System owner
Approval for Remedial Use Page 6 of 7
PERGRITE Drip Dispersal System—revised March 20,2015
shall at all times have the System properly operated and maintained in accordance with this
Approval,the designer's operation and maintenance requirements and the Company's
approved procedures and sampling protocols. The System owner shall notify the
Department and the local approving authority in writing within seven days of any
cancellation, expiration or any other change in the terms and/or conditions of their O&M
agreement.
4. Prior to transferring any or all interest in the property served by the System, or any portion of
the property, including any possessory interest,the System owner shall provide written notice
of all conditions contained in this Approval to the transferee(s). Any and all instruments of
transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a
part thereof a copy of this Approval for the System. The System owner shall send a copy of such
written notification(s)to the Department and local approving authority within 10 days of such
notice being given.
5. By January 31 st of each year for the previous year,the System owner shall submit to the
local approving authority all data collected in accordance with item 3, above, including all
Department Title 5 IA O&M checklists and System technology checklists completed during
the previous calendar year by the System operator for each inspection performed
' 6. After final inspection of the System by the Approving Authority but prior to the issuance of
a Certificate of Compliance for the System,the System owner shall record and/or register in
the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing both
the existence of the alternative septic system subject to this Approval on the property and the
Department's approval of the System. If the property subject to the Notice is unregistered
land,the Notice shall be marginally referenced on the owner's deed to the property. Within
t 30 days of recording and/or registering the Notice, the System owner shall submit the
following to the Department and the local approving authority: (i) a certified Registry copy
of the Notice bearing the book and page/instrument number and/or document number; and
(ii)if the property is unregistered land,a Registry copy of the owner's deed to the property,
bearing the marginal reference.
VI. Conditions Applicable to the Company
1. The Company shall notify the Director of the Wastewater Management Program at least 30
days in advance of the proposed transfer of ownership of the technology for which this
Approval issued. Said notification shall include the name and address of the proposed new
owner and a written agreement between the existing and proposed new owner containing a
specific date for transfer of ownership,responsibility, coverage and liability between them.
All provisions of this Approval applicable to the Company shall be applicable to successors
and assigns of the Company,unless the Department determines otherwise.
2. The Company shall develop and submit to the Department within 60 days of the effective
date of this Approval: minimum installation requirements; an operating manual, including
information on substances that should not be discharged to the System; and a recommended
schedule for maintenance of the System essential,to consistent successful performance of
the installed Systems.
1 i
Approval for Remedial Use Page 7 of 7
PERC-RITE Drip Dispersal System—revised March 20,2015
3. The Company shall make available, in print and electronic format,the referenced
procedures and protocol in Section VI (3)to owners, operators, designers and installers of
the System.
4. The Company shall institute and maintain a program of operator training and continuing
education, as approved by the Department. The company shall update the list of qualified
operators and make the list known to users of the technology.
5. The Company or its designee shall conduct a design review for any proposed non-
residential System or any residential System with a design flow 2,000 GPD or greater to
ensure that the proposed use of the System is consistent with the unit's capabilities.
6. The Company shall furnish the Department any information that the Department requests
regarding the System within 21 days of the receipt of that request.
7. The Company shall include copies of this Approval and the procedures and protocol
described in Section VI(3) for each System that is sold. Also, in any contract executed by
the Company for distribution or re-sale of the System, the Company shall require the
distributor or re-seller to provide each purchaser of the System with copies of this Approval
and the procedures and protocol described in Section VI(3).
8. The Company shall comply with 310 CMR 15.000 and all the Department policies and
guidance that apply and as they may be amended from time to time.
VIL Reporting
1. All notices and documents required to be submitted to the Department by this Approval
shall be submitted to:
Director
Wastewater Management Program
Department of Environmental Protection
One Winter Street- 5th floor
Boston,Massachusetts 02108
VIII. Rights of the Department
1. The Department may suspend, modify or revoke this Approval for cause, including,but not
limited to,non-compliance with the terms of this Approval, non-payment of the annual
compliance assurance fee, for obtaining the Approval by misrepresentation or failure to
disclose fully all relevant facts or any change in or discovery of conditions that would
constitute grounds for discontinuance of the Approval,or as necessary for the protection of
public health, safety, welfare or the environment, and as authorized by applicable law. The
Department reserves its rights to take any enforcement action authorized by law with respect
to this Approval and/or the System against the owner, or operator of the System and/or the
Company.
closet
Bathroom
14 x 7 Kitchen
Bedroom 1 closet 10 x 8
15 %x10
Breeze way
13 x 11.8
closet closet
Porch -
16x21
Living room
19 x 12
Bedroom 2
12 x 11.9
Front of house 1127 Craigville
Beach Road
Approx. 1100 sq ft
Abutter Map BOH Filing
1127 Craigville Beach Road, Centerville
E http,//maps,tewnafbaonr.toble.,rrs<`arcims/appgeupplmap.aspx?property[[=206049 p� d � Official Webs
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Parcel Viewer Custom Map Abutters Map Size ■■ Zoom Out
OF a Q N e=JPG Map: 206 Parcel: G49 Prolpert,r
Location: 1127 CRAIGVILLE BEACH ROAD Info
Owner. BRYSON,DOROTHY P
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Subject Parcels Abutter List
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Map&Parcel 206044
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Map&Parcel 206047
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Location 137 SHORT BEACH ROAD
1mmm4F !@'Anne Owner HIGGINS,TAMES R&ELAINE M
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♦ 1 8®nn Ma Parcel&P ace 206049 P
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Map&Parcel 206089
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20WO<s, Owner BARNSTABLE LAND TRUST INC
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Owner RICHTER,DONALD F&MCQUADE, V
Board of Health v
Copyright 2005-2010 Tmvn of Barnstable,MA All rights reserved.Send questions or comments to GIS
Samsuble?AA v1,2.6374[Produmcnj
AbutterReport file:///D:/DOC/C18800/18813/Permitting/13OH/Abutter list.htm
Board of Health Abutter List for Map & Parcel(s): '206049"
Direct abutters (no set distance) and the properties located across the street.
Total Count: 10 mgClose
Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed
C ityStateZip
206043 HEALY,GERALD B 194 GROVE STREET WELLESLEY,MA C203015
02482
206044 TONSBERG, 144 COUNTRY CLUB KINGSTON, MA C168769
ROBERTA) WAY 02364
GUILLET, EDWARD E EDWARD E GUILLET 650 CHARLES VAN SONOMA,CA
206045 TR REV TRUST DAMME WAY 95476 #D1113040
206047 HIGGINS,JAMES R& 19 ALBAMONT ROAD WINCHESTER,MA C199898
ELAINE M 01890
206048 BLACKWELL, 5 FREDERICK CR WOBURN,MA C79716
RICHARD M&DIANE 01801
206049 BRYSON,DOROTHY P 11 ACORN DR AUBURNDALE,MA #D336056
02166
206088 SHECHTMAN,GARY L SAWYER, PAUL G& 197 1ST AVENUE NEEDHAM,MA C185805
&CHRISTINE M& SUSAN 1 02494
206089 BARNSTABLE LAND P 0 BOX 224 COTUrf,MA C127029
TRUST INC 02635
206090 PAPA,MARIA M 50 WASHINGTON SCHENECTADY, C194349
AVENUE NY 12305
RICHTER,DONALD F DONALD F RICHTER 37 WATERSIDE CENTERVILLE,MA
206097 &MCQUADE, PEGGY] LIVING TRUST DRIVE 02632 C211145
TRS
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,
contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of
11/15/2017.
1 of 1 12/4/2017, 1:20 PM
r
Project#C18813.00.
December 29, 2017
Board of Health
Attn:Thomas McKean, Health Director
zoo Main Street
Barnstable,MA 026ol
Re: Authorization For Representation
Proposed Sewage Disposal System Upgrade
Dorothy Bryson
1127 Craigville Beach Road
Centerville, MA
Map 2o6 Parcel 49
Dear Board Members:
This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with
the.Barnstable Board of Health.
Very truly yours,
Dorothy Bryson
D:(DOQC18800lx88i3iPermittingI80HC1ient Rep Auth Ueda
COASTAL
engineering co.
Project# C18813.00
January 2, 2018
ABUTTER NOTIFICATION
Re: Board of Health Variance Request
Proposed Sewage Disposal System Upgrade
Douglas Kennedy
1127 Craigville Beach Road
Centerville, MA
Map 206 Parcel 49
Dear Abutter:
On behalf of our client, Douglas Kennedy, we are requesting a variance from the Barnstable Board of
Health Regulations and Title 5, Massachusetts State Environmental Protection Code, to install a
Sewage Disposal System Upgrade with Remedial Use to replace an existing system at the above
referenced property. The requested variances are:
310 CMR 15.000 (Title 5)
310 CMR 15.203-Sewage Flow Criteria
Soil absorption system area reduction of 22.3% requested (up to 50% allowed per MassDEP standard
conditions for secondary treatment units approved for remedial use)
310 CMR 15.211 Minimum Setback Distances
Soil absorption area less than 10' from property line (5' variance requested)
310 CMR 15.212 Depth to Groundwater
4' depth to groundwater from bottom of soil absorption system requested (up to 50% allowed per
MassDEP standard conditions for secondary treatment units approved for remedial use).
310 CMR 15.227 Placement and Construction of Tees
Outlet invert elevation of pump chamber is less than 1' from high groundwater elevation (0.3' variance
requested)
Town of Barnstable Board of Health Regulations
Article 1: Setback Requirements(360111
Septic tank less than 100 feet from marsh (14' variance requested)
Orleans I Sandwich I Nantucket
The application and plans are available for review at the Barnstable Board of Health Office located within
the Barnstable Town Hall, 200 Main Street, Hyannis, MA. Information may also be obtained by contacting
our office. This hearing is currently scheduled January 16, 2018 beginning approximately 3p.m. at the
Barnstable Town Hall.
Very truly yours,
COASTAL ENGINEERING CO., INC.
C_.
Sarah Cole
cc: Barnstable Board of Health
Douglas Kennedy
Dorothy P. 5 Robert J. Bryson
John G. Schnaible, Project Manager
DADOC\088OO\18813\Permitting\BOH\Abutter Note.doc
Very truly yours,
COASTAL ENGINEERING CO., INC.
John G Schnaible
JGS:sgc
Enclosures
cc: Douglas Kennedy
Dorothy P. 5 Robert J. Bryson
0:\DOC\C18800\18813\Permitting\BOH\Variance Rqs[Undoc
1
Town of Barnstable P# (553Z.
Department of Regulatory Services
. ARM Public:Health Division Date J y] "o
200 Main Street,Hyannis MA 02601
Date Scheduled: )17 Trine 14% F e:Pd.
_.Q:
oil S ita>bility"Assessment for Spvage Disposal
Performed By: L Witnessed Byi
LOCATION &.GENERAL FORMATION,
Locatron Address Zl. a;l at.Vt4Lf, Fa i :D.. Owner's:Name 190R+O"TK� ems`
GeZN`� 1 t t.u6. G/a' e�Art.. k.CotinlTea�{
Address.
Assess6es`MaplParcel:, Z D(F/it Engineer's Name G**CrAtw.
NEW CONSTPUC,10N REPAIR. "telepfione#> d8.7 S "rera�t
Land Use: � `� �1L ° Surface Stones_
.. Slopes(/o):: .. a .:3
Distances fiiom:. Open W&&8ody 40+ ft Possible Wet Area AQljj�� Drinking,Water Well
Die nage Way Q . ft Property Line _ #t 6(hec ft;
oP 4ti 10 ' Gfti13 eo
SKETCH:(Street na a dimensions.of to{,exact locations of#est holes&pert tests,;lacate wetlands in proximity to'Notes)
......................................................... 046
�al�.
Parefit'material(geologic} fit. Q �AS Depth.to Bedrock _4j'" +
Depth to GtvundwaEer.,. Standing Wafer in Hole: b l Weeping from Pit Face � ..:�
vt-
Eafthated Seasonal High Groundwater
DETERMINATION FOR SEASONAL<HIGH WATER TABLE "
Meiliod.Used-
Depth Observed'standing in obs.hole: n. Depth to soil mottles: in:
Depth to.weeping.fiomsideofobs:.hole:: in: Groundwater Adjustment ft3
Index Well'tt Reading Daw. index Well level Adj.factor` Adj.Groundwater Level,
PERCOLATION,TEST bate,I i: �Time
Observation:: I(
Hole 1# /' Time at 9"
aq �
:Depth of Perc _ Time at6
Start Pre-soak Time @ V;� 6 b Time(9"-6'7
1
End Pre soak .1
hate Min./Inch:
Site Suitability.Assessment: Site Passed:, ) Site Failed.. Additicmai Testing N.eeded(Y/N)
:Original::Public Health Division; Observation Hole Data To Be Completed on Back-----=--
If percolation testis to be conducted:within 104'of wetland,you must first notify the
Bgftstablel Conservation Division`at least one(1)week prior to beginning:
Q;)SEPTI VERCFORM.DOC;
DEEP UBSERVATION`IdLE LOG:, Hole#
Depth from: Soil Horizon Soil'Texture, Sad Color Soil, Otber
Surface(in,.) (USDA_ ) _ (Munsell).: Mottling' (Sfntcture,Stoncs,.Boiilders.
Cnnsititenc %Gravel.
DEEP OBSERtjATIOY HOLE LOG Hole#
Depth from Soil Ho.n zon. Soil Texture; Soil Colon= Soil Other
Surface(iii:) (USDA), (Ivtuaisdi..) Mottling (Stavcture,.St Ttt.,Boulders.
• y� t
i'nsistencv i Gravel)
DEEP OBSERVATION HOLE'LOG: Hale'#
Depth from Soil Horizon Soil`Texture- Suit Colon` -Soil Other
Surface{inc) (USDA.)` (Ivtunsel[} Moiairg,. °(Stnicturc,,Sio.nes,[iollders:,,
onistency "10 Gravel!
DEEP OBSERVATION HULE OG %<< .Hole#' .
Depth from Soil'Hcirizon SoilTexturc- Soil color> Soil Other
s4face.(in): (USDA) (lNunsetl) Mottling: (Strycture;Stones;$ot lders.
. ,._ ._ Consistency °loGiavel}
m ,
`Tlood".InsuranceAW Maa
Above 59Q yc 3r'ftood,t�undwy No ljcs
Within S(lt)':ycar boundary: Na Ycs 1l
Wnaun 1C30.,vrfloicthoutiaiy
Degth,of Nafurallf Occurrini=`Pori ious Ma"teral'
Does it least four feet of naturahy occurang,per4 o s material.:ekist in all areas observed tbroughoutAd
area proposed for the soitabsorption system?
I'fitot,wha0s,the.depth.of naturally occurring pe .'ous-material?
Certification }
I certify that on [ ( ! date)I'have
p d the soil evaluator examination approved by the.
Departmen Environment r ec and th'Me ove°analysis'was performedbyme;eonsistent with
the required tr ng,experti, an xperie c d scribed i 310 CMR 15.017
Signature.. , . Date
Q,\SE.PTICTERCFORM.DOC
` IMME Town of Barnstable Pit 0 553Z
o Department of Regulatory Services
T
Public Health Division Date I L)I3 0 1
.P MASS.
�A 039• �m 200 Main Street,Hyannis MA 02601
TED MA't A =s:
Date Scheduled / L5 Time / v Fee Pd. I O
"Yt
r,y
oil S itability Assessment for S age Disposal
Performed By: �'S] Witnessed By:
LOCATION & GENERAL INFORMATION .
Location Address 117.1 GI\4I�•VIw� ��AGt\ .D , Owners Name 90,5L0f4t"t
G��'C�R.�t t t,t� G/o�d►r'4.. k,Cr,N,�JED�
Address
Assessor's Map/Parcel: Z.O�i/ Engineer's Name GpkS—rAL— M10161.
NEW CONSTRUCTION REPAIR K Telephone# g5 ea-vSv 65%`
Land Use i1.� l L a(r Slopes 3 Surface Stones w�
Distances from: Open Water Body 6 + ft Possible Wet Areaa 166--- ft Drinking Water Well 7dd+ ft
Drainage Wayt ft Property Line `, i ft Other 1f
CDA4;%%- Ao*o* 6 &3 • o o
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
q�zl ATE j _
.00
C01*
-
00
a
Parent material(geologic)�p 6N r wd—k�, O V� a-Z kvv\ Depth to Bedrock �0 +
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face N
Estimated Seasonal High Groundwater
FF
DETERMINATION;FOR,SEASONAI: HIGH WATERTABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in: Groundwater Adjustment It.
Index Well# Reading Date: Index Well level Adj.factor. Adj.Groundwater Level_
PERCOLAT:ION.TEST> Date l j nvirpe la,'t
Observation
Hole# Time at 9"
E9
Depth of Perc (� :) Time at 6"
Start Pre-soak Time @ Vg,' 6 �_ Time(9"-G')
End Pre-soak
Rate Min./Inch
Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation 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:\SEPTIC\PERCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Sod Color Soil Othcr
Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulders.
Consistcnc %Gravel
Vt-
Ov-- 03 qO 0- b-
DEEP';OBSERVATION HOLE LOG: Dole#,
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel
z 66
i
DEEP OBSERVATION I30LE'LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
DEEP;OBSERyATION_HOLE'LQG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
Flood Insurance Rate Mai):
Above 500 year flood boundary No Yes
Within 500 year boundary No— Yes X
Within 100 year flood boundary No— Yes 'k
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring perwo s material exist in all areas observed throughout the
area proposed for the soil'absorption system?
If not,what is the depth of naturally occurring pe ious material?
Certification n Q�
I certify that on C t✓' t date)I have pa d the soil evaluator examination approved by the
Departmen Environment r ec ' and th t the ove analysis was performed by me consistent with
the required tr ' ing,experti an xperie e d scribed 310 CMR 15.017.
Signature Date a I
Q:\SEPTIC\PERCFORA4.DOC
1 ,
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15 2017
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STS. NOVEMBER SUBJECT
ATE OF WITHIN LAND SUB D Jam_ � ENTIRE LOT IS
NO SC
ALE
N I
PER INCH COASTAL
TlON RATE . ASSUMED LESS THAN 2 MI
NUTES E
PERGOLA TO COASTAL STORM FLOWAGE. -
q �
DROP IN THE C HORIZON
�I
en ineerin g c
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I
WI BY . JOHN G. SCHNA BLEB cEc
�T Orleans,MA 02653
DAN OEMARIS HEALTH AGENT
� � ', ,..�.._... 260 Cranberry Hwy.Or1 ,
.. 508.255.6531 P 508.255:6700 F
.- RIVER ,--•-••_•. _
OBSERVATION HOLE 1 EL 4.7f �; . . •� �
- - .
DEEP OBS /
/ __
a� .• ,/� LOCUS
SOIL COLOR rn
i �
SOIL 0
DEPTH FROM SOIL SOIL *.
DE R OTHE vz �
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M NS LL MOTTLING m
TUBE U E
HORIZON TEXTURE
SURFACE o �
N N -
_ M AND ---
EDGE 0 6
A LOAMY S 10 YR 3 2
EDG E OF WATER 11 15 17
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FLOW. . ROOMS AT 110 GAL PER DAY PER BED r
DESIGN 2 BEDR
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ALLOWED
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GALLONS USE ,
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2 0
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INSTALL.
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THE INSTALLERT \ ti WATER P(T
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STRENGTH TO SUSTAIN A
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REQUESTS FOR
CHANGES S REPL 0 HERE
BOARD 0 F HEALTH. ALL QU .. �r
+6.3.. .
R R M. BLacKwEu.
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ICHA D
UTILITY POLE
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•THEIR EQUIPMENT
IF THE USE OF -�
SHALL NOT BE APPROVEDoo FROM
TUBERS FOR SYSTEM COMPONENTSDONALD F. RITCHER 2
THE USE OF ALTERNATE MANUFACTURERS CTF. 9716
W
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ti
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S CHA
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ASSESSORS MAP 206 ARE
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EXCAVATION AND SHA
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ECT ....._
PARCEL
GUY.WIRE
PRIOR TO F COMPONENTS
.._
N UNDERGROUND UTILITIESP ! POSAL SYSTEM COMPONEN
ASCERTAIN THE LOCATION OF EXISTINGWAGED ...... ., w
7 THE INSTALLER SHALL �
PARCEL 097
)
5
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ING CONSTRUCTION.
EA DURT PTIC K ARRTM N SE _IN THE WORTWO COMPA E _Ti S WITH500 GALLON
UTiLI EA . PROPOSED 1
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REMOVED ,w
AND ABANDONED; OR �IiALL BE EM
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OHW
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AIN ANY MATERIAL LARGER THAN 2 INCH w E
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NTS:
N GRADATION OW( GQU
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SIZE PASSING _
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DRAWING FILE
� PIPE TED P R ES VARI ANCE E U 5 Q
• R IN TO R PAR D ACCO D G A PE E.. � INFORMATION,HEREON HAS BEEN
2 70
t SERVED
THE INF O
30 ELEVATION t•6 08 X w '2. � GROUNDWATER ELEV 18$13 •d• � HIGH GROU D C o •. g
N
LIQUID DEPTH
2 30
LIQ GALLON
i 500 G .. ENVIRONMENTAL
' THE REQUIREMENTS
TS OF 5 OF THE STATE ENVI L
.. 4 MONITORING WELL DURING FULL M OON T1DE CYCLE QU
2. 5
5 DEPTH 0 GROUNDWATER
DATE
1 .212
N PUMP CHAMBER
A ARY SEWAGE AND 44 ,
COD FOR SUBSURFACE D ISPOSAL OF S N(T
3 30
.• r
E
T � ELEVATION 0.9 t OBSERV
ED IN DOH 2 TMEN 2 GROUNDWATER ELEV
COMP G 0 D 0 H 2.. AN T i SHEET D SHEET. .SEE THIS
T ) ._ S.
COMPARTMENT 1 HEALTH REGULATION coMPA t; LOCAL BOARD_OF HE L
L
DRAWN BY
PROPOSED
P PM DETAILS
4 FOR U E L C2. .1
. _ ABSORPTION SYSTEM
GROUNDWATER FROM BOTTOM 0 F SOIL ABSO P
: 4 DEPTH TO GROU .
a s
.. 11�/SRM
b
A DARD'CONDITIONS
0 50% ALLOWED PER M ASSDEP ST
ANDARD REQ
UESTED
ESTED UP T
BY
•
CHECKED ,
b R REMEDIAL USE
.' , APPROVED FO
SECONDARY.TRE TREAT
MENT UNITS A
•. _ . . FOR )
. • � . I HEREBY CERTIFY THAT THE CONDITIONS
Y
_ HEREON ARE LOCATED AS THEY
0 CO `. SHOWN HE EO
S 't UCTiON OF TEE _
ENT AND CONSTR
5 227 PLACEMENT o
■ E GROUND AS OF i1 15 17.
;` EXISTED ON TH
... N
U
THE MINIMUM SLOPE FOR 4 DIA
FT P 151 8 PER c,0 40 PVC PIPE
SCH
/
ASE
_ O
COMPACTED B AN 1 FROM
D Y A OF PUM
P CHAMBER IS LES
S THAN INSTALLED LE B ELEVATION SYSTEM SHALL BE S L -OUTLET INVERT ELE
4 COMPACTED BASE PERC RITE O
„ 54 f '.
M , - 10t
20 �
U
•� LAYER OF LL 2
10 t
W 6 LADATE
.`
YER OF
w s LA D ,
NATION 0.3..VARIANCE REQUESTS ,
/ BY ENGINEER. HIGH GROUNDWATER ELEVATION
ONE
CERTIFIED INSTALLER APPROVED ( )
CRUS
HED STONE.. STONE
U
RUSHED
o� o
M
M
1 500 GALLON
- U
N
: BOARD OF HEA
LTH REGULATt S ..
.� ARNSTAB OF B TOWN Q
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T PT1C TANK P.L.S A EN SE 0 MP RTM TW COC2olol
AN NT
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P RM E: REQUIRES A E
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SANITARY
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Mc LVVEE ..
A REO EM NTS - ., .. ,
TIC I . SETB CK
AR �
REQUIREMENTS
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_ MAINTENA
NCE AGREEMENT.
® UNIT H 20
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M icroFA ST 0.5
Na 33 02
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U TANK LESS THAN 0 FEET FRO
M MARSH
�,'n� � -SEPTIC TA SE C ��
LOW PRO
FILE
E C
CF A T1 - o H �'C E W
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S .. 79
, OF _
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VARIANCE REQUESTED)VAR AN q o
'IN INLETS AND OUTLETS
14 QU ,
x WATERTIGHT BOOTS .SHALL BE INSTALLED AT LE � ro � � .
NOT TO SCALE s � 1
1 I
U R �. . v,
a� LIMP CHAMBER.
♦ PROJECT NO.
OF SEPTIC TANK AND P
o
1
u
C188 3.40
A T OF TITLE 5
E MINIMUM REQUIREMENTS
IREMEN S
ALL .INSTALLATIONS SH
ALL CONFORM TO THE Q
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i I
---------- ---- --- -
GENERAL CONSTRUCTION NOTES:
1. The system shall not be installed in wet or frozen soils.
2. Do not park, drive large equipment, or store materials on the dispersal area. No activity should occur on the dispersal area
EXISTING DWELLING
other than the minimum required to install the system. 1/2" SUPPLY & RETURN MANIFOLD -Now-
3. All installation and construction te•chniques shall conform to the state and local codes pertaining to on site wastewater LOCATED ABOVE DRIP TUBING TO PERC-RITE DRIP TUBING
systems and the permit for the Site. ALLOW MANIFOLDS TO DRAIN CONFIGURATION 1" SCH 40
4. If site conditions are determined to require the installation of the system to deviate from the design plans, all work shall AIR RELEASE VALVES WITH EXISTING BULKHEAD PVC SUPPLY COASTAL I.
stop immediately and the designer and inspector shall be notified. Any ongoing work shall be. the sole responsibility of the COVERS TO GRADE 1" SCH 40
contractor. DRIP TUBING COVER SHALL PVC RETURN engineering co.
5. Drip tubing may be installed with a vibratory plow, a static plow, a narrow trencher (< 6' wide), by hand trenching, or by 23'±
CONSIST OF 2" MIN CLEAN 260 Cranberry H".Orleans,MA 02653
scarifying the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in the state code. SAND AND REMAINDER TO 50 508255.65U P 508.25S.6MO F
For sand fill systems, cover consisting of 2' of the same sand and then topsoil meeting the approved depth requirement VERTICAL SUPPLY & BE LOAM & SEED 8±
shall be provided. RETURN LINES
6. All drip tubing is to be Installed parallel to the contour. INSULATED (PER EXISTING GRADE ... ... ..... ..... ..... '%%V... ..... ......
..... ...... .......
7. Air release valves shall be placed below the ground surface In an in valve box but at an elevation above the highest COLD CLIMATE NOTES) as
drip line in that particular zone.
8. Vegetative cover SHALL be replaced for installations where it is removed or buried during installation.
9. All cutting of rigid pvc pipe, flexible pvc, and drip tubing of size 2' or smaller shall be accomplished with pipe cutters. No
..... ......
sawing Is allowed.
10. All rigid PVC pipe, flexible PVC pipe and drip tubing shall have the ends covered with duct tape after cutting to prevent 7.. ..... .
14'±
construction debris from entering the pipe.
11. Prior to gluing, all joints shall be inspected for and cleared of any debris. All Yints shall be cleaned and primed with pvc
primer prior to being glued.
all be sch 40.12. All PVC pipe and fittings sh
"4�t ......... ......
13. Whenever poss •
ible, all force mains shall be tested for leaks prior to being back- filed by pressurizing the system and MAIN SUPPLY &
COMMON RETURN
observing for leakage. •
LINES LOCATED
14. The hydraulic unit shall be placed on top of the septic/treatment tank, pump chamber, or on a bed of 4" - 6' thick 3/4*
BELOW FROST LINE 1/2" PVC FLEX
gravel in a to within V of the pump. ESHWT RETURN LOCATED PERC-RITE
15. If standing water is a problem In the vicinit• y of the hydraulic unit a screened drain to daylight is required. ABOVE DRIP TUBING DRIP TUBING
16. Electrician to provide separate circuits for the pump and controls alarm or as required by state and local codes. TO ALLOW DRAINAGE (TYP-)
17. All conduit entering the control panel shall be sealed at both ends to prevent condensation or gases inside the panel.
Z
COLD CUMATE NOTES:
1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for worming purposes. PERC-RITE FIELD
2. All pipes entering and leaving the hydraulic unit shall elbow vertically down 90 degrees to a depth below the frost line prior (NOT TO SCALE)
to extending away from the unit horizontally. Note:All Perc-Rite components shall be obtained from Oakso PERC-RITE FIELD PLAN VIEW
3. The supply and return lines shall be installed below the frost line. When this is not possible, rigid foam insularion (min 1" Inc,Gloucester,MA.,978-282-1322 PERC-RITE DRIP TUBING
thick) shall be placed over those pipes that are above the frost line. (NOTTO SCALE)
4. The vertical sections of pipe that travel through the frost zone and connect the supply and return lines to the manifolds R",
shall be insulated soh 40 pvc pipe. Insulation shall consist of foam pipe wrap insulation and 1" rigid foam insulation strips
made into a box. (see insulation detail)
5. Foil wrap insulation shall be placed over the supply/return manifolds and loop connectors so that at least 1' of insulation FLOWMETER
extends each direction beyond the fittings. (see insulation detail) SUPPLY VALVE
6. Air release valve enclosures shall be insulated with bagged Styrofoam peanuts, foll wrap insullation, and rigid foam insulation DISC FILTERS
inside the lid. (see insulation detail)
FIELD FLUSH VALVE
7. All loops connecting drip runs shall be slightly elevated (minimum 1' - 2 ) so that they drain into the drip tubing after the
pump shuts off. It is the contractor's responsibility to ensure that these loops stay elevated during and after the loops are HOUSE HYDRAULIC
1 •11f GRAVITY RETURN
backfilled. TO SEP11C TANK UNIT
8. Dense vegetative cover is to be established over the supply trench, return trench, manifolds, and drip tubing prior to the first (0.5% MIN. SLOPE)
exposure to freezing temperatures. If vegetation cannot be established then the entire drip dispersal field is to be covered FLUSH RETURN FROM HUo
with a thick layer (minimum 6') of mulch, straw/hay, or frost blanket until such turf cover is established. S
9. Vegetation height over the drip dispersal area should be a minimum of 4' - 6' throughout the winter months. BACKFILUSH VALVE ZONE SUPPLIES ZONE,1 _ZONE
NOTES: 1* COMMON SEPTIC TANK
GREEN VALVE BOX COVER VALVE BOX INSERTED 1. ALL RIGID AND FLEABLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE RETURN TREATMENTTMK PUMP COMMON RETURN
AT FINISHED GRADE THROUGH 7* HOLE IN TO ALLOW THE PIPES TO DRAIN. 1 1/2" SUPPLY I" ZONE SUPPLIES CHAMBER SUPPLY TO
FOIL WRAP INSULATION 2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON FROM PUMP HYDRAULIC UNIT SEAL
FOIL WRAP INSULATION SHALL BE MANIFOLDS AND LATERALS THE SUPPLY AND RETURN LINE FOR EACH ZONE. CHAMBER
& EACH ZONE TO HAVE TWO AIR RELEASE VALVES.
INSTALLED OVER TUBING BENEATH 2' X 2' FOIL WRAP OF "0
(PER COLD CLIMATE NOTES) INSULATION LAID FLAT 4. RETURN LINES TO BE CONNECTED TO A COMMON RETURN LINE
PERC-RITE HYDRAULIC UNIT(15 GPM)
TYPICAL SYSTEM HYDRAULIC PROFILE Q Iwo G.
(NOT TO SCALE) NAI E
VALVE BOX WITH 1/2" MIN (NOT TO KALE) L
RIGID FOAM INSULATION
ALL LATERALS ALS SLOPE
RIGID INSULATION BOX No. 17
INSERTED UNDER COVER
AROUND VERTICAL PIPES DOWNILL TO DRIP TUBING INSTALLATION INSTRUCTIONS:
FOR SELF DRAINAGE
AIR RELEASE R1 NIA 4NIT
VALVES CHECK VALVE 1. Measure the distance from the bottom of the tank to 6"down from the top of the
NEEDED FOR riser. Cut the extension pipe(by others)to the length necessary to reach this
MULTIPLE ZONE
SYSTEM ONLY height. Cut half of the pipe down 12"to 18"away from the top of the pipe for a Detail A
TOP VIEW pump discharge pipe and attach to riser. (see detail A)
-CONTROL UNIT'PANEL
2. Glue the extension coupling (by others)to the extension pipe and to the cool guide. MOUNTED IN AN B(TERNALLY
AIR RELEASE RIGID FOAM INSULATION RETURN 3. For reuse of existing concrete pump chambers: glue on the cool guide flat cap and D=THE DAILY DESIGN FLOW FOR THE SITE ACESSIBLE LOCATION
VALVES MANIFOLD place the cool guide firmly in the bottom of the tank. Attach the extension to the
VALVE BOX INSERTED MANIFOLDS AND LATERALS riser with the anchors as shown. n/ -
THROUGH r HOLE IN BENEATH FOIL WRAP SUPPLY HYDRAULIC UNIT'
FOIL WRAP INSULATION INSULATION MANIFOLD 4. For use in new concrete pump chambers: anchor the flat cap to the bottom of the SCH 80 UNION RIGID FOAM INSULATION
tank in the proper location to hold the cool guide and extension. The ca) may or FLOAT TREE NO WEEP HOLE CONDUIT PANEL
FINISHED GRADE GATE VALVE TO BE DRILLED
may not be glued to the device. Attach the extension with the anchors Es shown. BY CONTRACTOR
FOIL WRAP INSULATION SHALL BE tw�
INSTALLED AROUND VALVE BOX & STYROFOAM PEANUTS 1* RETURN 5. Place the pipe dope on the cool guide adapter threads and thread them into the UNCTION BOX
ABOVE MANIFOLDS AND LATERALS 1/2- HU
IN BAG I* SUPPLY RETURN (TYP) pump discharge.
(PER COLD CLIMATE NOTES) (TYP) 1/2- SUPPLY 6. Attach cooling collar to adapter with set screw provided. CHECK VALVE SUPPLY LINE FLUSH RETURN TO ik A
SUPPLY AND RETURN LINES 7. Glue pipe into flow collar and with pump attached, lower into the guide tibe. ADAPTER -,"Z SEPTIC TANK.
BELOW FROST OR
CLEAN 1/4! - Ilt CRUSHED STONE BELOW FROST ZONE (TYP 4). 8. Attach to discharge pipe,valves,and connect electrical and specified. ATTACH INSULATED
INSULATE LINES WITH RIGID TYPICAL MANIFOLD CONNECTION COOLING COLLAR AS PERit
FLEXIBLE FOAM OR RUBBER FOAM BOARD WHEN PROPER NOTE 1_ UND URBjD IEARTH
J B 6"GRAVEL VERTICAL PIPE TO BE
(NOT TO SCALE) '\\14 U'0_v-
FROST DEPTH CANNOT BE TO HU INSULATED
PIPE WRAP INSULATION ACHIM. -1/2"SCH 40 EXTENSION
COLLA 44
AROUND VERTICAL PIPES PVC PRIMED AND TREADED CONNECTION WITH TEFLON COUPLING R(BY NID ALA M WATERTIGHTIrrilll
8'OF STATIC LIFT'TO HU(MAX)
OTHERS)
GLUED TAPE ___j FLUSH RETURN
RIGID INSULATION BOX D/2 SEAL
AROUND VERTICAL PIPES1.
1.
I---j- ZONE I SUPPLY
PVC COUPLING Na.-PEAK ENA�I E
CROSS SECTION INSERT (BY OTHERS) !L D/2 ZONE 2 SUPPLY
�DRIP �BING INLETS DRIPENA L: PUMP DISCHARGE TO HU
INSULA71ON DETAIL FLEX PIPErr
rr
FLOW UM)P. -4W FLOW 100 1 D 0 0 a OFF
00 00 0001 SEEINSERT 20' DRIP ENABLE FLOAT ELEVATION
(NOT TO SCALE) ADAPTER FITTING PVC FIP BARBED RAM INSERT 10 0 0 1,-SCH 40 PVC 16" 1.4
FITTING
F\r_ 5\151V
COO GUIDE AND
CONNECTIOANG DRIP TUBING TO OPTIONAL PUMPtar
■ 30'MAXIMUM DISTANCE
FLE)(IBLE PVC PIPE FLAT CAP ANCHOR BOLT0
THROUGH END
Cool Guide
Patent No. 6,262,689 CAP
PE RITE HYDRAULIC UNIT (15 GPM)
(NOT TO SCALE) TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL
(NOT To SCALE)
NOTE:
Mt THE DRIP TUBING SHALL BE THE IDWEST
ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LINE TO ALLOW POINT TO ALLOW FOR DRAINAGE FROM BOTH THE 44
FOR THE LOOPS TO DRAIN. VERTICAL INSULATED SUPPLY AND RETURN PIPES �4
FOIL WRAP INSULATION SHALL RETURN MANIFOLD �4
SUPPLY MANIFOLD BE INSTALLED OVER TUBING 11Y PIPING TO BE
1' MIN *1/2' PIPING TO BE (PER COLD CLIMATE NOTES) LOCATED ABOVE DRIP
RADIUS
BUOYANCYrALCULA 77ONS.-- RAM IN
LOCATED ABOVE DRIP TUBING TO ALLOW THEEy
TUBING TO ALLOW THE PRESSURIZED MANIFOLD TO DRAIN
ADAPTER U
PROPOS01 1.500 GALLON SEPTIC TAW PRMP SED 1,500 GALLON PUMP CHAMBER 12 MANIFOLD TO DRAIN DRIP TUBING
(Ty?) PVC FIP VERTICAL IN
ASSUMPTIONS: ASSUMPTIONS: SULATED AIR RELEASE
1/2' FLEX PVC ADAPTER RETURN PIPE
TANK IS EMPTY TANK IS EMPTY TUBING PER COLD CLIMATE VALVES
NOTES) SCALE
TANK DIMENSIONS = 11'L x 6.17'W x 6'H TANK DIMENSIONS = 111 x 6.17'W x 6a.
'H 4! LENGTH (TYP) DRIP FINISH GRADE
DRIP AS NOTED
TANK WEIGHT 21,230 LB TANK WEIGHT= 21,230 LB LOOP TUBING DRAWING FILE,
(WEIGHT OF RISERS AND COVERS NOT INCLUDED) (WEIGHT OF RISERS AND COVERS NOT INCLUDED) 11t PVC RIGID COMMON RETURN PIPE
BLOW FROST LINE C18813-X.dwg
eu
BUOYANCY FORCE ON EMPTY TANK: BUOYANCY FORCE ON EMPTY TANK: TYPICAL DRIP LOOP CONNEICTION 11" PVC ZONE SUPPLY PIPE 1/2- PVC RIGID DATE
DISPLACED WATER VOLUME = 111 x 6.17'W x 6D DISPLACED WATER VOLUME = 11'1_ x 6.17'W x 6D (NOT TO SCALE) BELOW FROST LINE
VOLUME = 407 C.F. VOLUME = 407 C.F. DRIP TUBING I It PVC FLEX DRAWN BY
BALL VALVE INSTALLATION DEPTH 6* MIN CHECK VALVE FOR MULTIPLE ZONE SRM
BUOYANT FORCE UP = 407 C.F. x 62.4 LB/CF 25,397 LB BUOYANT FORCE UP = 407 C.F. x 62.4 LB/CF 25,397 LB AS PER DESIGN SYSTEMS ONLY CHECKED BY
00
00
FORCE MAIN IN
U DOWNWARD FORCES: DOWNWARD FORCES: BALL VALVE t-
DEPTH TO BE BELOW THE FROST LINE
TANK WEIGHT = 21,230 LB TANK WEIGHT = 21,230 LB
STANDARD DRIP SYSTEM ISIDE FEED MANIFOLD)00
SOIL ON TOP OF TANK: SOIL ON TOP OF TANK: (NOT TO SCALE)
TOTAL SURFACE AREA OF TANK - (3) 26- DIA. COVERS/RISERS 56 S.F. TOTAL SURFACE AREA OF TANK - (2) 26" DIA. COVER/RISERS - (1) 32- DIA. COVER/RISERS 55 S.F. .9
00
COVER SOILS 0.75' (AVG.) x 56 S.F. x 110 LB/CF 4,692 LB COVER SOILS 1.15 (AVG.) x 55 S.F. x 110 LB/CF 6,946 LB
U
00 TOTAL DOWNWARD FORCEbo
21,230 LB + 4,692 LB = 25,922 LB TOTAL DOWNWARD FORCE 21,230 LB + 6,946 LB = 28,176 LB •C2*4*1
U
NET DOWNWARD FORCE 25,922 LB - 25,397 LB 525 LB NET DOWNWARD FORCE 28,176 LB - 25,397 LB 2,779 LB
on
OF SHEETS
PROJECTNO.
Clo
8813.00
/E.ISIN
F11 F4±
ZONE 2
"u FINIS