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0168 LONG BEACH ROAD - Health
168 LONG BEACH ROAD — Centerville A = 205 — 008 e i D � Q 'lY 1 4 � No: L.ozo '( lJ ro✓e` r�v Fee THE 9MMONWE4TH OF M SSACHUSETTS Entered in computer: lie, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitatlon for 3Bisposal *pstrm Construction Permit Application for a Permit to Construct(,/) Repair( ) Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. 116 6 Lent G4.v cti %=6 Owner's Name,Address,and Tel.No.'lgow;t- SoUL&. Ge,nFtru llt, Assessor'sMap/Parcel 205- 00% 16% Loaq, l6go.01, Road , cen4ecroItU, Installer's Name,Address,and Tel.No. 4$G Cxeovo,%;on Inc. Designer's Name,Address,and Tel.No. Cmsk-ok t 4,ny%veers 31 Rooire. 1'30 Sandui GI-. SOB•417. 066 3 -too Grar`borry l hv.�o. pt 1¢ans $0,6 • 2,7.5•(070 Type.of Building: / Dwelling No.of Bedrooms ��� ^�ot Size 3 110 sq.04 Garbage Grinder(No) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) q16 gpd Design flow provided qqo gpd Plan Date 9.5 9 Number of sheets 2 Revision Date Title ,/S.�• /PG. Size of Septic Tank 1500 1000. 1000 Type of S.A.S. ri Description of Soil L �y Nature of Repairs or Alterations(Answer when applicable) knsA-oA i 2500 nsl� low Ai 9h� dank �or bk cxd&wwkCe . ie. -Q(%t 0,nd� 1000 pulton 99mp eho�mbLr iA)*%V Clcio 4S kar vtAS�0,%k 1000 SoNkors 5et Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of 'Compliance has been issued by this Board of Health. Sign e Date 3 30 20 Application Approved by Date Z �.er Application Disapproved by 01 Date for the following reasons Permit No. &Z ]I F Date Issued 7�a aj p��.,4 y, 'r 1, a ,Fes, �•c.r+. ^�'F,?+�"""."�� r i s / ,No. �Q rl PC �(/ ('D t�TH TCCMMONWE, OF MASSACHUSETTS Entered-in comp,er: / Yes `� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Z(pplication for Disposat 6pstem Construction' Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No.►tc,S Lor,,\ ,c c, , �cc,; Owner's Name,Address,and Tel.No.y c �UQ? c Cenfes Assessor'sMap/Parcel ( pDS Alva, Lcoc. (sec"C', Ron(+ , C n10r,,,tk, Installer's Name,Address,and Tel.No. C 4 t; ;c> c.+ _ I r,c. Designer's Name,Address,and Tel.No. Coca-,V c. ticPa ((Pnt�errlj 11.�1i�K, t C[IcG:.�•, gip) Z. �'(L�UI a Type of Building: Dwelling No.of Bedrooms — P J Lof S ze 7` 3 9-1 O sq.ft+/- Garbage Grinder(N o) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 06 gpd Design flow provided qqQ gpd Plan Date • S• J Number of sheets Z Revision Date q• O 1,t Title Size of Septic Tank 'I 5 DU I UO o 1 oo Type of S.A.S. r, pLIP� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Int,ln,t lnnn /rli, o . Fc,rik car, `) Ic 1. I("'�OO r1r••11•�� d),rn,� Chr ML,� ,� !t. [^ , Date last inspected: s, 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 ,r Compliance has been issued by this Board of Health: _01 -x Ja Signe Date o 0 Application Approved by Date Application Disapproved by Date for the following reasons i Permit No.717 Z /�� Date Issued ---------------------- -- --------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(✓) Repaired( ) Upgraded( ) Abandoned( )by at la 6 Lo n z hx c. tx 6 C v c)•1 t tr., has been constructed in accordance , with the provisions of Title 5 and the for Disposal System Construction Permit No.ZgO- dated q17_2_jZ,e!,, Installer t)21� `T�rrunL ;.,� lnc , Designer (1Q',Ic,l Crnr..,nnzt; r•r, #bedrooms ((�� yy y5 Ll 'V.P�'d r P�-�" /r(�v d Approved design flow / w C> gpd The issuance of this permit shall not be cp9strued as a guarantee that the system 'Il funetH n a signed. Date 1 Inspector ---------------------------------------------------------------------------------------------- -----------------------'----------- No. 2020— 119 Fee 02M . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposar *pstem Construction 'permit Permission is hereby granted to Construct(J) Repair( ) Upgrade( ) Abandon( ) System located at I L,R Lon,, RP t, R,)c,,A f n c r,�,il c- 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:Co tructi n must be completed within three years of the date of this permit. t Date &Zo Approved by ® OAKS N ® YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND November 27, 2020 Barnstable BOH Re: Pere-Rite Drip Dispersal Installation— 168 Long Beach Road,Barnstable, MA This letter is to inform you that a Perc-Rite Drip Dispersal System has been installed according to the approved design plan and MassDEP approval at 168 Long Beach Road. A Perc-Rite technician was on-site during the installation and performed a clean water system start-up on November 17, 2020. The system was designed by Coastal Engineering, installed by B&B Excavation and an O&M contract is with Coastal. Please feel free to contact me with any questions. Sincerely, Rob Sarmanian General Manager 6 Sargent Street, Gloucester, MA 01930 (877) OAKSON-1 or(978) 282-1322 www.oakson.com Town of Barnstable �tHE t moo. Inspectional Services % Public Health Dlvk on wwsrARM WAS& Thomas McKean,Director ''jenrna�° 2.00 Main Street,Hyannis,MA 02601 Office: 508-86246.44 Fax: 508-790-6304 Installer&Designer Certification.Form Dt Assessor's Ma 1Parcel Z.a :Date:. �� Sevnage Pcrmxt# -'�0 -I _ . P, Designer: ,�plMlta�JGAtt?��„� l� _ .G,InstalIer; A't't o Address: Q Address: -N16 IkA on �+ � �UWO�� � ,� �' was issued a permit to install s (date) (installer) septic system;at based:on a design drawn by (address) W�7 l ^4G-k4CSZ A dated 1 ti 50 (designer) I certify that the septic.system referenced.above was installed substantially according to the.design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component. of the.septic system) but in accordance with State &.. Local Regulations. Plan revision or certified as=built by designer to follow. Strip:out(if required)was:inspected and the soils were found.satisfactory: Y, I certify that the system referenced above was constructed in compliance with the to rms of the I1A approval letters(if applicable) ' 0r s ap� cot'T#-ii`dr�lE t (Ins ler's atur K.', m (De n (Affix kj r s Stamp Here) PLEA E RE' U TO BARNSTA:BLE.PUBLIC HEAL'T&DIVISION. CERTIFICATE OF COMPLIA WILL,- ' BE ISSUED: UNTIL BOTH THIS` FORM AND AS= 13UILT CARD.AIM RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.. THANK YOU: N a\deptsViEALTMSL-WERconnei:MEPTIL\DesignerCertificationForm Rey&14-13.DOC Doc: 1,394 ,301 04-16-2020 9: 03 �4. rY_, BOARD OF HEALTH RESTRICTION Marie M. Souza ("Owner") owns property located at 168 Long Beach Road, Centerville, Hyannis, Massachusetts here and being Lot A-1 on Land Court Plan No. 13974-C and Lot A-5 on Land Court Plan No. 13974-F. WHEREAS, the Owner has agreed with the Barnstable Board of Health to a restriction as o to the number of bedrooms which can be included in any home built on said lot as a pre- condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code, Title 5, 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 u said disposal works construction permit is requiring that the agreement for the restriction on the number of bedrooms in any house located on said lot be duly recorded in the x Barnstable County Registry of Deeds. NOW THEREFORE, Marie M. Souza does hereby place the following restriction on the °4 above-referenced property in accordance with the Town of Barnstable Board of Health, owhich restriction shall run with the land and be binding upon all successors in title: a No dwelline constructed upon the property located on the property at 168 Long Beach Road. Centerville, Hyannis, Massachusetts. Massachusetts beine Lot A-1 on Land Court Plan No. .13974-C and Lot A-5 on Land Court Plan No. 13974-F shall contain greater than four(4)bedrooms Q Doc: 1,394 ,301 04-16-2020 9: 03 Page 2 of 2 For title, see Certificate of Title No. 216254. EXECUTED this the A day of April 2020. Marie M. Souza COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, ss: On this 45�n day of April 2020 before me, the undersigned notary public, personally appeared Marie M. Souza aforesaid and proved to me through satisfactory evidence of identification, being my own personal knowledge of the identity of the signatory, to be the person whose name is listed above, and acknowledges to me that she signed the foregoing instrument voluntarily for its stated purpose. Hannah M.Fowler Notary Public Notary Public 00M"t01^ ATH of MAS&WMSEM My Commission Expires: My Commltalon Expires Janus 22.2027 (AFFIX JOHN F. MEADE, ASSISTANT RECORDER BARNSTABLE REGISTRY LAND COURT DISTRICT RECEIVED 6 RECORDED ELECTRONICALLY l PO 04M IME Town of Barnstable �M Leg Board of Health t639• �0 �f039 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Donald A.Guadagnoli,M.D. FAX: 508-790-6304 Tom F.P.Lee,P.E.(Alternate) December 2, 2019 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway, Route 6A Orleans, MA 02653 RE: 168 Long Beach Road, Centerville A= 206 -008 Dear Mr. Schnaible, You are granted permission on behalf of your client, Marie Souza, to install a spilt system consisting of a holding tank for toilet and kitchen wastewater and an onsite sewage disposal system for greywater at 168 Long Beach Road, Centerville. The following variances are granted: • 310 CMR 15.211: To install a holding tank three (3) feet away from the foundation, in lieu of the ten feet minimum setback required. • 310 CMR 15.211: To install a holding tank twenty-two (22) feet away from a leaching drain connected to surface water, in lieu of the twenty-five feet minimum setback required. • 310 CMR 15.211: To install a septic tank six (6) feet away from the slab foundation, in lieu of the ten feet minimum setback required. • 310 CMR 15.211: To install a septic tank twenty-three (23) feet away from a watercourse in lieu of the twenty—five feet minimum setback required in Title V. • 310 CMR 15.211: To install a pump chamber six (6) feet away from the foundation in lieu of the ten feet minimum setback required. Q:\WPFILES\SchnaibleSousa 168 LongBeach 2019#2.docx Page 1 of 3 • 310 CMR 15.211: To install a pump chamber twenty-three (23) feet away from a watercourse in lieu of the twenty—five feet minimum setback required in Title V. • 310 CMR 15.211: To install a leaching facility seven (7) feet away from the property line in lieu of the ten feet minimum setback required. • 310 CMR 15.211: To install a leaching facility twelve (12) feet away from a leaching drain, in lieu of the fifty feet minimum setback required • 310 CMR 15.211: To install a leaching facility seventeen (17) feet away from a watercourse, in lieu of the fifty feet minimum setback required in Title V. • 310 CMR 15.211: To install a soil absorption system three (3) feet above the maximum adjusted groundwater table, in lieu of the five feet minimum separation distance required. • Section 360-1 of the Town of Barnstable Code: To install a septic tank twenty- three (23) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. Section 360-1 of the Town of Barnstable Code: To install a pump chamber thirteen (13) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. • Section 360-1 of the Town of Barnstable Code: To install a soil absorption system seventeen (17) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. • Section 360-1 of the Town of Barnstable Code: To install a holding tank twenty-nine (29) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. The variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) 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 four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\SchnaibleSousa 168 LongBeach 2019#2.docx Page 2 of 3 5 ' (3) All toilets and plumbing fixtures in the kitchen shall be connected to the holding tank. All remaining plumbing fixtures (i.e. showers, bathroom sinks, washing machine) shall be connected to the new proposed onsite sewage disposal system as designed. A licensed plumber shall be hired to ensure the wastewater plumbing is split up properly, with two separate exiting sewer pipes as designed by the professional engineer. (4) The system shall be installed in strict accordance with the revised plans dated September 30, 2019. The holding tank shall be outfitted with an alarm to alert the homeowner to pump the holding tank. (5) 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 dated September 30, 2019. (6) This property shall be connected to public sewer when it becomes available in the future. Sincerely y rs on u a no ', D. Act' g C ai BOARD OF HEALTH Q:\WPFILES\SchnaibleSousa 168 LongBeach 2019#2.docx Page 3 of 3 ion OF THE Tp� �7Nt-c�oew ' ` 770 DATE: 9/10/19 ~O $95.00 FEE*: $95.00 • BARNSTABLE, 9� 1639. A Town of Barnstable REC.BY:_s Wiz-. �f0 MA'1 SCHED.DATE: 9 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. VARIANCE REQUEST FORM LOCATION Property Address: 168 Long Beach Road,Centerville Assessor's Map and Parcel Number: 206-008 Size of Lot 0.07 Wetlands Within '00 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Marie Souza Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Marie Souza Name: John Schnaible, Coastal Engineering Co., Inc. Address: P.O. Box 394, Barnstable,MA 02630 Address:260 Cranberry Highway,Orleans,MA 02653 Phone: 508-790-2000 Phone: 508-255-6511 Fax: 508-255-6700 EMAIL: ischnaible@coastalengineeringcompany.com VARIANCE FROM REGULATION Qnc].Reg.code 9) REASON FOR VARIANCE(May attach separate sheet if more space needed) See attached letter See attached letter NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System XXX Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an 1/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.barn stable.ma.us D. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or RS. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters 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). Fee Submitted*$95.00 for the following variances: 1)New,construction,2)Septic repairs with increase in flows,3)Proposed I/A or secondary treatment unit(S.T.U.) and 4)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1)Septic repair without an increase in flow,2)Monitoring-Plans,and 3)Temporary Food(not a"variance"). 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. D:\DOC\C18900\18969\Permitting\BOH-Variance #2 September 2019\VARIREQ Rev APR 1-2018-1.docx R ' COASTAL engineering co. September 10, 2019 C18969.00 Board of Health Attn:Thomas McKean, Health Director By: HAND DELIVERY 200 Main Street Hyannis, MA 02601 Re: Board of Health Variance Request Proposed New Sewage Disposal System with Tight Tank 6 Gray Water System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Dear Board Members: On behalf of our client, Marie Souza, we are requesting a variance from the Barnstable Board of Health Regulations to install a Sewage Disposal System Upgrade to replace an existing system at the above referenced property. The requested variances are: 310 CMR 15.000(Title 5) 15.211 Minimum Setback Distances - Holding tank Less Than 10 feet from Foundation(7 foot Variance Requested) - Holding tank Less Than 25 feet from Drain(Leaching)to Surface Water(3 foot Variance Requested) - Septic Tank Less Than 10 feet from Slab Foundation(4 foot Variance Requested) - Septic Tank Less Than 25 feet from Surface Water(2 foot Variance Requested) - Pump Chamber Less Than 30 feet from Foundation(4 foot Variance Requested) - Pump Chamber Less Than 25 feet from Surface Water(12 foot Variance Requested) - Leaching Facility Less Than 10 feet from Property Line(3 foot Variance Requested) - Leaching Facility Less Than 50 feet from Drain(Leaching)to Surface Water(38 foot Variance Requested) - Leaching Facility Less Than 50 feet from Surface Water(33 foot Variance Requested) 15.212 Depth of Groundwater -Soil Absorption System to High Groundwater 5'Required(2'Variance Requested) Town of Barnstable Board of Health Regulations -Chapter 360 Article 1 Location of Septic Tank With Respect to Water Course 100 feet Required (77 foot Variance Requested) -Chapter 360 Article 1 Location of Pump Chamber With Respect to Watercourse 100 feet Required (87 foot Variance Requested) -Chapter 360 Article 1 Location of Soil Absorption System With Respect to Watercourse 100 feet Required (83 foot Variance Requested) Orleans I Sandwich I Nantucket " = -Chapter 360 Article 1 Location of Holding Tank With Respect to Watercourse 100 feet Required (63 foot Variance Requested) Please schedule this request for the September 24, 2019 public hearing. If you have any questions or require additional information, please contact our office. Very truly yours, e C ASTAL E NEERIN CO., I John naible, R. S. JGS/sgc Enclosures cc: Marie Souza, Owner/Applicant D:\DOC\C18900\18969\Permitting\BOH-Variance#2 September 2019\Variance Rqst Ltr.doc SENDER: • • • • ON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your nOm an address on the reverse X ❑Agent so that.we;cari. ,t"rn the card to you. ❑Addressee ■ Attach this cartfie back of the mailpiece, BAReoeived by Printed Name) C. Date of Delivery or nn the front�f sace-permits.. - 1 / C789h9,t Q Souza/f30H/JG /r,ad D.-Is4Lliveryaddress different from item 1? ❑Yes if h l:ETe ter delivery address below: ❑No i Proi 10:'205028 BIRDSEY,CHARLES J&B.4HBAR.4 J MEADOW i.ANE REALTY ilHUS'r PO BOX 586to HOBF SOLNUrJO,FL 33475 It W 3. Selt<St ❑ g ®�durvic nature ❑Reistered MailTM ❑Adult Signature Restricted Delivery ❑Registered Mai!Rdstricted, 9590 9402 4801 8344 7860 21 El Certified Mail® Delivery ❑Certified Mail Restricted Delivery El Return Receipt for ❑Collect on Delivery Merchandise 2. Article_Number.Mransfer_from;service;label) ❑_Qo_llecton_Delivery Restricted Delivery O Signature ConfirmationTM ❑Signature Confirmation 7 19 `016 0 00 0 0 =3 8-6 5 2 0 3 3 i strioted Delivery Restricted Delivery = PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail Postage$Fees Paid USPS Permit No.G-10 9590 9402 4801 8344 7860 21 United States •Sender:Please print your name,address,and ZIP+4®in this box' Postal Service rCoastal Engineering Co., Inc. 260 Cranberry Highway Orleans,.MA 02653 i�ii�li;i,iii,iltijil,�t��ll�lll.i►I.ilii„ji-ll.11�#1'FIItllll�f►�i r COMPLETE • COMPLETE, • ON DELIVERY ■ Complete items"1,2;arid,9. Signafu ■ Print your name and address on the reverse X` ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. RI ceived b (Printed Name) C. to o Delivery or on the front if space permits. � �� 1. P°9+`e;s `D. Is ry address different from item 1? ❑Y s -16.9.001 ouza/BOH/1G5/tad 1 If YES,enter delivery address b qI vv: ❑No o ArtJIEL t4 i RUST[_ y�\N_'\ 4,L''ANIEf V0 lU ,..;J!0`AVE KNI1 T 2 1, US I �t» `MA 0265" \`� II I IIII�I III I�I I IIIII II I' I III II III I II II I ICI 3. Service Type ❑Priority Mail Express® ' ❑Adult Signature ❑Registered MaiITM Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 4801 8344 7860 38 Certified MaIIO Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise it.. : ,. ,,,r.�n- - 0_Collect-on-Delivery Restricted Delivery ❑Signature ConfirmatlonTM 2. P'" ``` _ _ r r E ❑Signature Confirmation 7 019 16 0 �0 0 q 3 8 6 5€ 2 2 6 a i ; Istricted Delivery Restricted Delivery . 1 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPURVAP First-Class Mail Postage&Fees Paid USPS Permit No.G-10 959 0 9402 4801� 8344 7860 38 i United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service rCoastal Engineering Co., Inc I 260 Cranberry Highway ` Orleans MA 02653 I I i Postal o . m .. m a 50 Iti _p Certified Mail Fee m Extra Services&yFI k x,ac Retum Receipt Q ❑Return Receipt ,_ � Postm rk C7 ❑Cert�ed Mail R very $ Her ❑AduN SignatureGO,o❑Adult Signaturelivery /v p Postac, ,m $ , C18969A0/Sou /B00_GS/cad 1 r-q TotaII Prop ID:205028 C7 BIRDSEY,CHARLES BARA Cr" Sent7 MEAOOW LANE REAL" QR2653 a PO BOX 586 C7 SffeBf � HOSE SOUND,FL 33475 _ City St --s•'------- :rr r rr rrr•r. .. Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail eA unique identifier for your mailpiece. assocTate for assistance.To receive aduplicate •Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service"' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not Rrst-Class WHO,First,Ciass Package Service®, available at retaiq. or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service Is not available for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified ■Insurance coverage is notavallable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt Is insurance coverage automatically included with accepted as legal proof of mailing,it should bear certalh Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Retgin receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece: electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPORiANC Save this receipt for your records. PS Form 3800,Apdi 2015(Reverse)PSN 7530-02-000-9047 . • o . .. Only Er � 50 �� LEA y ' Certified Mail Fee �---� `O $ z/ ao `9 fn F�dra Services&Fees(check ,ad. \ ❑Return Receipt(hardcopy) $ 0 ❑Retum Receipt(electronic) $ S °a0 Postm tk � [:]Certified Mail Restdcted De ery $ 19 Here 0 ❑Adult Signature Required $�120 ❑Adult Signature Restricted livery$ ---- O Postage —0 $ C18969.00/5o za/80 1G5/cad a Total Pas prop ID:20502 C3 $ i LINDSAY,MARIE G�'A Q' Sent To LINOS AY/BARNSTABL L 8;5`3 ra 1001 MARINA DR UNIT 603 E C3 $beet anc QUINCY,MA 02171 '------------- - Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label) for an electronic return receipt,see a retail IF A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period, delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders.- Adult signature service,which requires the •You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,Frst-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically included with accepted as legal proof of mailing,R should beara certain Priority Mail items. ,USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail Rem at a Post Office'for the following services: postmarking.R you don't need a postmark on this Retum receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTAtfP:Save this receipt for your records. PS Forth 3800,Apill2015(Reverse)PSN 7530-02-000.9047 Postal o . Domesti c Mail Ont y .50 ti 3 Eik „n Certified Mail Fee on M Extra Services&Fees(checkb , ❑Return Receipt(hardoopy) 6.80 C3 []Return Receipt(electronic) $ POstma a []Certified Mali Restricted Deliv ry $ J ZO�J Here r3 []Adult Signature Required $ J ❑Adult Signature Restricted Deli ery$ p Postage a Toi C18969.0015ouza/B10H GS/ca r-3 PrOP 10:205007 r Se UNGERMANN,WALTER W Sps 02(60 PO BOX 395 O Sty JUPITER,FL 33468 •-6aitkk ---- Certified Mail service provides the following benefits: in A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail •A unique identifier for your maiipiece. assoclate for assistance.To receive a duplicate a Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS&poshnarked Certified Mail receipt to the ,t.A record of delivery(Including the recipients retail associate. signature)that is retained by the Postal Service"' -Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. -Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified •insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent With Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiace,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the maiipiece,apply You can request a hardcopy return receipt or an appropriate postage,and'deposit the maiipiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your maiipiece; IMPORTANT.Save this receipt for your records. rs Form 3800,April 2ols(Reverse)PSN 7530.02.000.9047 . • o EC,EI . 111 Domestic Mail Onl co Y Er •" 50 Ln 3.50 USE coCertified Mail Fee OR E A A,S M Extra Services&Fees(cbeckbox,a —80 �! ❑Return Receipt(hardcopy) C 3 ❑Retumece Receipt(electronic) Q 6.80 P tmark Q ❑[]ACerdult Si natuMail Restricted Delivery re Q ❑Adult Signature Required �$ ❑Adult Signature Restricted Delive $ o Past; ?019 ,-p $ C18969.00/Souza/111OH/JGS cad ra Tote Prop ID:205027 C3 RUDNICK,ROBERT TR rr Sern 169 LONG BEACH ROAD TRGsjp a 24 PARK STREET S' 02653 C7 S'[ie; BROOKLINE,MA 02446 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail Iabe`4- `for an electronic return receipt,see a retail AA unique Identifier for your mailpiece. associate for assistance.To receive a duplicate ■.Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service'"' -Restricted delivery service,which provides for a specified period, delivery to the addressee specified by name,.or to the addressee's authorized agent Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail!,First-Gass Package Service® available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mall service is notavailable for requires the signee to be at least 21 years of age International mail, and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retaiq. of Certified Mail service does not change the ■To ensure that your Certified Mall receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on. ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'"for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and depositthe mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your retards. Ps Form 3800;April 2015(Reverse)PSN 7530-02-000.9047 iU.S. Postal CERTIFIEDMAIIL77 -� Domestic Mail Only .50 rru ORL 3.50TM - _n Certified Mail Fee / CCC) $ 2.80 Extra Services&Fees(che ,e ❑Retum Receipt(hardcock py) r3 ❑Return Receipt(electronic) Postmark C7 ❑Certified Mail Restricted Delive $ 2019 Here C7 ❑Adult Signature Required $ ❑Adult Signature Restricted Deltv $ p Postage -111 $ C18969.00/Souza1B IU /cdrq Total Pt Prop ID:205009$ GRIFFIN,DANIEL M TRS 0265$ Er Sent To %GRIFFIN,DANIEL M '- 10 VVIANNO AVE UNIT 2 C] S�tieet a OSTERVILLE,MA 02655 :rr r rr rrr•r. IMITIRINFINFREN Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail labeq. fnr an electronic return receipt,see a retail r A unique identifier for your mailpiece. " assOlate for assistance.To receive a duplicate •Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the •A record of delivery(including the recipients retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. , delivery to the addressee specified by name,or Important Reminders: to the addressee's authorized agent Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service® available at retaip. or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent With Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the IS To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain'Priority Mail items. USPS postmark.If you would like a postmark on- ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-far the following services: postmarking.If you don't need a postmark on this -Returmreceipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix itto the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt; complete PS Form 3811,Domestic Return Rece)pt,•attach PS Form 3811 to your mailpiece; IMPORfAN1:Save this receipt for your records. PS Form 3800,Apol2015(Reverse)PSN 7530-02-000.9047 COASTAL engineering co. September 10, 2019 C18969.00 Board of Health Attn:Thomas McKean, Health Director By: HAND DELIVERY 200 Main Street Hyannis, MA 02601 Re: Board of Health Variance Request Proposed New Sewage Disposal Systerrr with Tight Tank 6 Gray Water System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Dear Board Members: On behalf of our client, Marie Souza, we are requesting a variance from the Barnstable Board of Health Regulations to install a Sewage Disposal System Upgrade to replace an existing system at the above referenced property. The requestbd`variances are: 310 CMR 15.000(Title 5) 15.211 Minimum Setback Distances - Holding tank Less Than 10 feet from Foundation(7 foot Variance Requested) - Holding tank Less Than 25 feet from Drain(Leaching)to Surface Water(3 foot Variance Requested) - Septic Tank Less Than 10 feet from Slab Foundation(4 foot Variance Requested) - Septic Tank Less Than 25 feet from Surface Water(2 foot Variance Requested) - Pump Chamber Less Than 30 feet from Foundation(4 foot variance Requested) - Pump Chamber Less Than 25 feet from Surface Water(12 foot Variance Requested) Leaching Facility Less Than 10 feet from Property Line(3 foot Variance Requested) - Leaching Facility Less Than 50 feet from Drain(Leaching)to Surface Water(38 foot Variance Requested) - Leaching Facility Less Than 50 feet from Surface Water(33 foot Variance Requested) 15.212 Depth of Groundwater -Soil Absorption System to High Groundwater 5'Required(2'Variance Requested) Town of Barnstable Board of Health Regulations -Chapter 360 Article 1 Location of Septic Tank With Respect to Water Course 100 feet Required (77 foot Variance Requested) -Chapter 360'Article 1 Location of Pump Chamber With Respect to Watercourse 100 feet Required (87 foot Variance Requested) -Chapter 360 Article 1 Location of Soil Absorption System With Respect to Watercourse 100 feet Required (83 foot Variance Requested) Orleans Sandwich I Nantucket N f'�S3 -Chapter 360 Article 1 Location of Holding Tank With Respect to Watercourse 100 feet Required (63 foot Variance Requested) Please schedule this request for the September 24, 2019 public hearing. If you have any questions or require additional information, please contact our office. Very truly yours, C ASTAL E NEERIN CO., I John naible, R. S. JGS/sgc Enclosures cc: Marie Souza, Owner/Applicant D:\DOC\C18900\18969\Permitting\BOH-Variance#2 September 2019\Variance Rqst Ltr.doc t - Y Oct a ^ _1t , EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS 9/24/19: I. Variances — Septic: A. John Schnaible, Coastal Engineering Co. Inc., representing Marie Souza, owner, 168 Long Beach Road, Centerville, Map/Parcel 205-008, 0.07 acre parcel, replacement of a failed septic system, multiple variances requested, proposed tight tank and gray water system. CONTINUED TO OCTOBER 22, 2019. Mr. Schnaible said the system would still separate all the greywater but had changed the plan and removed wall to reduce the cost which would have been over $350K including lifting house. It was suggested that.much of pipes can be straighten out. The junction box would be moved outside of the tank, per electrical code. House is vacant and once plans approved, they'll start installation. The Board voted to continue this item to the October 22, 2019 meeting. 168 Long Beach Road, Centerville Map/Parcel 205-008 EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 6/26/18: I. Informal Discussion: John Schnaible, Coastal Engineering, representing Marie Souza — 168 Long Beach Road, Centerville, separation of greywater from toilet waste (holding tank), proposed on-site system for greywater. John Schnaible discussed how the new owner anticipated she would have to pump every week which would be expensive. In separating greywater, the owner hopes to reduce pumping to once a month. The Board suggested the engineer move forward and present to the Board with further information once available. EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 10/23/18: II. Variance — Septic: John Schnaible, Coastal Engineering, representing Marie Souza, owner— 168 Long Beach Road, Centerville, Map/Parcel 205-008, 0.07acre, failed septic system, requesting multiple variances. John Schnaible and Marie Souza were present and said the property is a four bedroom. There will be no increase in bedroom count or floor area. The Department of Public Works (DPW) had spoken with Conservation about this property and DPW will have the road's catch basin on this side of street moved over to the right and DPW will add a leaching area to it before it is piped into the water. As part of the project, they will raise the house up 10 feet, they will add a retaining wall and a set of stairs to enter the house. The septic system will contain two parts: 1) a blackwater tank for toilets and sink waste, and 2) a graywater septic tank, pump chamber and leaching system for laundry, bath/showers, and misc. The graywater will provide a 76-82% reduction in nitrogen over a standard septic system. Marie Souza said they will have the structural engineer's plan for the building foundation soon and John Schnaible acknowledged having the two-page notes from the Health Inspector's review of the plan which they will address. John Norman said that he would like to see the retaining wall area before the final approval and see what the structural engineer determines they want for their footing size and it affects the amount of leaching area. Q:\MINUTES\EXCERPT-MULTIPLE Hearings\168 LONG BEACH RD CENT. 2018-2019\168 Long Beach Road Cent BOH Multiple Hearings Yr2018-2019.docx Upon a motion duly made by John Norman, seconded by Dr. Guadagnoli, the Board voted to continue this item to November 27, 2018 meeting and the engineer will work on 1) the plan of retaining wall, 2) all material inside the retaining wall will be pervious material, 3) they will maximize the elevation of leaching, and 4) there will be a plan for removing the peat. (Unanimously, voted in favor.) EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 11/27/18: III. Variance—Septic (Cont.) John Schnaible, Coastal Engineering, representing Marie Souza, owner— 168 Long Beach Road, Centerville, Map/Parcel 205-008, 0.07 acre parcel. The discussion focused on options and DEP prefers an I/A over a tight tank. The engineer will be submitting a new plan with a split system - grey and black water, and the engineer stated that all black water will be pumped out which would include the kitchen sink. The Board requested the revised plan be submitted by December 3rd to allow staff time to review. Upon a motion duly made by John Norman, seconded by Dr. Guadagnoli, the Board voted to continue this item to the December 18, 2018 meeting. (Unanimously, voted in favor.) EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 12/18/18: IV. Variance — Septic (Cont.) John Schnaible, Coastal Engineering, representing Marie Souza, owner— 168 Long Beach Road, Centerville, Map/Parcel 205-008, 0.07 acre parcel, proposing a split system using a blackwater tight tank for the kitchen and toilet wastes, and a graywater leaching system. John Schnaible stated his new plan meets all the requests the Health Department had and there is no overflow pipe attached to the tight tank. They will require the plumber to do a water fixture test to make sure the piping is connected to the correct tank (as kitchen sink and dishwasher are part of holding tank). John Norman recommended establishing a memorandum system between Health and Building, as a way to make sure the Plumbing Inspector is aware of which plumbing should go into the holding tank. Upon a motion duly made by John Norman, seconded by Dr. Guadagnoli, the Board voted to approve the plan dated 12/17/18, with latest revision date of 12/17/18, with all the variances applied for and mentioned as per the plan. (Unanimously, voted in favor.) Q:\MINUTES\EXCERPT-MULTIPLE Hearings\168 LONG BEACH RD CENT. 2018-2019\168 Long Beach Road Cent BOH Multiple Hearings Yr2018-2019.docx COASTAL engineering co. September 10, 2019 Project# C18969.00 Board of Health By: HAND DELIVERY Attn: Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re: Board of Health Variance Application Filing Package Proposed New Sewage Disposal System with Tight Tank 6 Gray Water System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 On behalf of our client, Marie Souza, we are submitting an original plus 4 copies of a Board of Health Variance Application Filing Package, an original check for municipal filing, and 2 wet seal and 3 copies of the plan for the above referenced project. The following items are enclosed: • Board of Health Variance Application • Board of Health Variance Request Letter • Board of Health Variance Justification • Client Authorization Letter. • Abutter Notification Letter, Abutter List, Assessor Map 206 identifying locus • Application Checklist • Copy of$95.00 check made payable to Town of Barnstable for filing fee • Approval for Remedial Use Perc-Rite Drip Dispersal System Letter • Michael A. Jimerson, Architecture 6 Interiors Plan Showing Existing Floor Plan (2 Pages) • Coastal Engineering Co., Inc. Plan Showing Proposed Sewage Disposal System Upgrade, Dated 9/5/19 Please schedule this for the September 24, 2019 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: Marie Souza John G. Schnaible, Project Manger Orleans I Sandwich I Nantucket gill. Q a' COASTAL engineering co. Project#: C18969.00 /JGS September 10, 2019 Board of Health Attn:Thomas McKean, Health Director By: HAND DELIVERY 200 Main Street Hyannis, MA 02601 Re: Board of Health Variance Justification Proposed New Sewage Disposal System with Tight Tank 6 Gray Water System 6 Associated Site Improvements Marie Souza 168 Long Beach Road. Centerville, MA 02632 Map 206 Parcel 008 Dear Board Members: Our client, Marie Souza, proposes to replace the existing cesspools with an updated sewage disposal system on the referenced property and requests variances from Barnstable Board 'of Health Regulations and State Title 5 regulations to do so. The existing cesspools are to be removed and replaced with clean sand. The proposed sewage disposal system for the single family has a number of setback distance variances from the state (Title 5) and Town regulations with the including construction setback variances and state/town distance requirements to surface water (Centerville River) because of lot/building constraints. Though the site has a previously approved tight tank this proposal will have a modified tight tank for blackwater and a greywater system for the sinks and showers. The first set of variances requested is for required setbacks under Title 5 (Sec. 15.211) from the Holding and Septic Tanks and the Pump Chamber to property lines and foundations. The construction can be completed with careful installation by the contractor using trench boxes or other similar construction techniques. The second set of variances is for the required Title 5 (Sec 15.211) and town (Chapter 360.1) setbacks from the Holding and Septic Tanks and the Pump Chamber to Surface Water (Centerville River). These tanks are manufactured to be watertight therefore no sewage effluent exfiltration to groundwater or nearby waterbodies. Another requested variance is for distances under Title 5 (Sec. 15.211) from the leaching system (SAS) to property lines. We are requesting a 3-foot variance from the SAS to the property line (street line). All components can be installed with no encroachment on abutters since variances are from the street line. The town water main is on the other side of Shore Road so there are no setback issues with the water line. An additional variance requested under Title 5 (Sec. 15.211) is for allowing S.A.S. to be within the required setbacks to a foundation. We are proposing a vinyl liner to provide a barrier from methane migration and lateral movement of any sewage effluent. �F. Orleans I Sandwich I Nantucket 0'am=11U4, a r �.:. ^t f Another variance request is from Title 5 (Sec. 15.211) and Town (Chapter 360.1) setbacks from the Centerville River to the leaching system. The setback will be 17 feet from the leaching system to the river's edge. The leaching system will be attenuated by only receiving greywater and the blackwater from the toilets will be directed into a watertight holding tank that will be pumped out periodically. This is an improvement from the cesspools that are there presently. The final variance request is from Title 5 (Section 15.211) High Groundwater to Leaching. Proposed is a 2 Variance Request. The sewage effluent is only grey water with minimal organic and nitrogen loading. Coastal Engineering Co. 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, CO L EN I G CO., 1 John G. Schn JGS/cad cc: Marie Souza, Owner/Applicant D:\DOC\C18900\18969\Permitting\BOWVariance#2 September 2019\Var Justification Exomple.doc �d� na COASTAL engineering co. September 10, 2019 Project#C18969.00 ABUTTER NOTIFICATION Re: Board of Health Variance Request Proposed New Sewage Disposal System with Tight Tank 6 Gray Water System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Dear Abutter: On behalf of our client, Marie Souza,we are requesting a variance from the Barnstable Board of Health Regulations and Title 5, Massachusetts State Environmental Protection Code, to install a New Sewage Disposal System Upgrade to replace an existing system at the above referenced property. The requested variances are: 310 CMR 15.000(Title 5) 15.211 Minimum Setback Distances - Holding tank Less Than 10 feet from Foundation(7 foot Variance Requested) - Holding tank Less Than 25 feet from Drain(Leaching)to Surface Water(3 foot Variance Requested) - Septic Tank Less Than 30 feet from Slab Foundation(4 foot Variance Requested) - Septic Tank Less Than 25 feet from Surface Water(2 foot Variance Requested) - Pump Chamber Less Than 10 feet from Foundation(4 foot Variance Requested) - Pump Chamber Less Than 25 feet from Surface Water(12 foot Variance Requested) - Leaching Facility Less Than 30 feet from Property Line(3 foot Variance Requested) - Leaching Facility Less Than 50 feet from Drain(Leaching)to Surface Water(38 foot Variance Requested) - Leaching Facility Less Than 50 feet from Surface Water(33 foot Variance Requested) 15.212 Depth of Groundwater Soil Absorption System to High Groundwater 5'Required(2'Variance Requested) Town of Barnstable Board of Health Regulations -Chapter 360 Article 1 Location of Septic Tank With Respect to Water Course 100 feet Required (77 foot Variance Requested) -Chapter 360 Article 1 Location of Pump Chamber With Respect to Watercourse 100 feet Required (87 foot Variance Requested) -Chapter 360 Article 1 Location of Soil Absorption System With Respect to Watercourse 100 feet Required (83 foot Variance Requested) �4 Orleans Sandwich Nantucket a11144 v , i -Chapter 360 Article 1 Location of Holding Tank With Respect to Watercourse 100 feet Required (63 foot Variance Requested) 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 September 24, 2019 beginning approximately 3:00 P.M. at the Barnstable Town Hall. Very truly yours, COASTAL ENGINEERING CO., INC. Awt* C'Sek... Sarah Cole cc: Barnstable Board of Health Marie Souza John Schnaible D:\DOC\C18900\18969\Permitting\BOH-Variance#2 September 2019\Abutter Note.doc i September°I0,20I9" Project#,GI$964.00: Board of Health Br,HAND DELIVERY Attn:Thomasl McKcan,Health Director 200 Main Street Hyannis,MA 02601 Rt:: Authorigation For Repr&enfstioo Proposed New SetiiageDisposal System.with Tight Tank:&Gray%IaW.System&Associated Site Impro�emeois Ahane.Souza: 168:Lang Beach Road Ge*cMlle,.MA 62632, 141ap 206:Parcel'008 Dear Board Meinbcis: This is to notify your office that°I hereby authorize Coastal Engineering to file:aid presentplans on nip behalf Ntiiththe .Barnstable$oard:af.Heaith.. . 'Very;trnlyyour,; r Madc:Sdtdi r 9/6/2019 AbutterReport Board of Health Title V Septic Variance Abutter List for Map & Parcel(s): '205008' Direct abutters (no set distance) and the properties located across the street. Total Count: 6 1 Close Map&Parcel Ownerl Ovsner2 Addressl Address 2 Mailing Country Deed CityStateZip 205007 W GERMANN,WALTER PO BOX 395 JUPITER, FL 33468 C125741 205008 SOUZA,MARIE M PO BOX 394 BARNSTABLE,MA C216254 02630 205009 GRIFFIN,DANIEL M 158 LONG BEACH 10 WIANNO AVE OSTERVILLE,MA C216383 TR REALTY TRUST UNIT2 02655 205026 LINDSAY,MARIE E TR LINDSAY/BARNSTABLE 1001 MARINA DR UNIT QUINCY,MA C129535 RTLY TRS 603 E 02171 205027 RUDNICK,ROBERT TR 169 LONG BEACH ROAD 24 PARK STREET BROOKLINE,MA C182565 TR 02446 205028 BIRDSEY,CHARLES J MEADOW LANE REALTY PO BOX 586 HOBE SOUND, FL C130372 &BARBARA U TRS TRUST 33475 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 9/6/2019. maps.townofbarns�able.us/arcims/appgeoapp/AbutterReport.aspx?type=BOii 1/1 _ _ I l Comroortwealth:of Massachusetts. Executive Office of Energy&Environmental.Affairs Department of Environmental Protection One Winter'Street Boston, MOP 1w,817Q-90-5ro00 Charles D Baker: Matth6W.A Etuton "Governor Setxeiary j Kar,m>E Polito Martin Su6berg Lieutenant Gouemor „ .. .. Carnmssionr?r.. 3 APPROVAL FOR REIVIEI}IAL USE j Pursuant to Title 5,310 CMR 15.000 Name and Address of Applicant; i American Manufacturing Company,Inc. 2201I`Gre6hhous6 Road;P,a.Box 91 Elkwood,VA 22718 F Trade name of tecliriology and model PERG-RITE Drip Dispersal"System,Models 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 Bart of this Approval.: _. :Traiisrnit( Nunibe ; X236091 Date of Issuance: March 4, 2p-11 j revised March 2Q,2015 Auth0nt3'for Issuance ... Pursuant to Title 5 of the State Environmental Code;3,10 CMR 15 000,the I3epa4nlent of i Environmental Protecrion hereby issues tlhis,Approva]for Remedaal Use to: American Manufacturing Company;PO Box 97,Elkwoo VA 22718 (hereinafter"".tile Coxripany approving the System described-herem fof remedial use in the"Commonwealthffi of Massachusetts. Sale and use of file Systemare conditioned on compliance by the Company and the Systerra owner tivith the terms and conditions set forth below Any noneornplance with the terms or conditions of this Approval constitutes"a violation of 310 CMR 15.000.. _... ._ ...... March 20:. 2015 David Ferns;Director Date Wastevrater lUlanagerent Program: Bureau of Wafter Resources This"inforn�at'ioii�s available to aitemeta forcrrat C$ti,Michette Waters Ekanem Rivers ty Director,at 61*,*2 6164.TTYR Mass'sRetay Service 1 8oQ 4$9-2970.. f AassDEP Vc�etistie:`wwwmass;gov'dep P'ri�tetl:on'.I�ecyele8'Raper Approval for Remedial Use: Page 2 of 7 PBRGR.ITE 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 3 l 0 CMR 15.000,this Approval for Remedial Use authorizes the use and installation of the:System in Massachusetts: 3. The Systein:may only be installed on facilities that meet the criteria of 310"GMR 15.284M The System is used o dispose of wastewater from an al einative system approved in accordance with 310 CMR 15 280.through 15.2$9 with effluent disch.arge concentrations that meet or exceed secondary treatmentstandards of`30 mglL biochemical:oxygen demand. (BODS)and 370 rng/ total`suspended solids(TSS),and from conventional Title 5 septic systems; 4. This Approval for Remedial Use'authorizes the use of 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 10,00.0'gallons per day(GPD): T.L. Design and.Construction_;Standards Standards L. The System, a subsurface drip distribution technology;is equivalent_to a pressure distribution system designed in accordance with the Departnierit's Pressure Distr.butioi 'Guidance.Iri thee' 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(5AS) e i dsigned n.accordance with;310.G MR,1S.00Q The' Systerii is designed to distr b .ute-e uent from a treatinent system(I%A or conventional)and discharge it,ai a mipimum depth"of 6 inches below finished grade,it in a pump,control paneI;a filter module/hydraulic unit an d p dispersaI zones) The dispersal zoh&fficludes small diameter flexible polyethylene.tubing with pros"sure compensating emitters located at two foot spacing"within the tubing;The eiiiitters operate oa a pressure differential across the emitter Effluent wastewater is discharged iii small doses"from the'emitters.Dispersal field: dosing is timed and controlled ehectronically to;provide pre-progiainmed volumes of effluent: for discharge to each dispersal zone.The:System includes a return line that'11:: ;penodic flushing of the dispersal tubing All drip zone supply and return pipes that are maintained filled with effluent`after a pump cycle shall be bunedbelow:the frost line or properly insulated. All di4p.ubing and shallow maiiifoIds shall"be designed todrain"into the:soil or'back fo the pump. chamber upon completion of the pump cycle The System shall uielide single(the QMIWD model) or two-stage(the ASD models)automatic bale washung disc filters within.the filter module acid air vents in each dispersal zone....Each zone shall lave air release valves at the'hi l po>nts of manifolds and check valves on each return manifold'in multi zone systems.The, system shall be equipped with a"totalizing flow motet:; 3: The System;may be installed in the A,B:or G soil horizon or in fill material meeting the spedcations at 310 CMR.15 255(3)at a mil i m depth of 6 inches below'the finished grade. 4. All,access ports and manhole covers shall be installed and'maintained at grado to allow for maintenance of the System, 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: b: The System may be;installed in sails with;a percolation rate of up to 90 minutes per in (IVIPI). The .System shall not be installed in Ciass'IV soils as deffined in 3;10 CIvIR 15:243, 7- ,Effluent loading rates shall be asspecified in 310 CNM I5.242(1)(a)and(b)with the exception of Class IV soils: 8 V The System§hall be designed and constructed wiffil rip tubing„with a spacin of 24 inches unless-obstructions are'encountered o r in cases where more than the required,tubim'is provided and equally distributed within the approved appropriately sized subsurface disposal:area in which case a Inurrimum separation of I2 inches is allowed.As much as possible the Systei 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 QMM 15 2�5(5}: 1 Q..Tile System includes.the following. . a. Pumps capable of providing pressure of 10-60 psi throughout the.dispersal zone(s).Each dip dispersal zone `shall be"dosed a minim urn of four times per day,or as recommended. .y 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 on 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 with high-levelalarrns:.: C. Automatically backwashed filters)capable of screening particles larger than 1;15 microns prior to discharge of the effluent to the drip tubing.Filters)backwash shall be conveyed back to a separate settling tank or to the septic ta, d. Air vents in a zone shall be placed at a higher elevation than the cli7p 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' nches below finished grade.Drip line spacing is typically 24 inches with drip tubing 'emitters spaced 24 inches on center.More than the minimum length oftibing may be utilized`. within a properly sized soil absorption system, When the drip lines§pacing is greater than. 24 xriches by 24 inches;the size of the dispersal field shall be increased to provide equal distribution cuith adequate tubing separation.The drip.dispersal tubing shall be aufomatically.forward flushed after a pre programmed number of dosing cycles as determined by the Company;Flushing velcieity shall be at least 2 feet per second at the distal ends)of each drip dispersal lateral within a-zone,A11 drip:;line,flushwater shall be conveyed backto 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 each side or two square feet per foot o.f 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 he installed under a paved.surface,or in areas of routine: traffic;parkin g`or storage of heavy equipment, In addition no planting or soil excavation shall be done in or within S feet of the drip disposal area after its installation.The system may be,designed to..al..low for nstallation of drip tubingup to five'feet.;from a building cellar wall. h.. No.change to existing surface slope over the dispersal field is required to-complywith.310 C1ViR 15 240(i0). 11. All System control, valve boxes,drip dispersal lines,conveyance lines and other System appurtenances shall be designed and installed to'prevent freezing per the Company's y recommendations. 1;2..; The::Systei designer shall provide plans and specif canons prepared in accordance with 310 CMR 15<220 for all proposed System installations to the approving authority with required standard details and installation instructions. 13. Dnp iubiig may lie installed With a vibratory plow,a static plow,A:, arrow trencher(<o"width), byhand trenching;or by scanfyirig the surface and bedding the dnp tubing-n clean`sand meeting the requirements.:for fill material in Title 5 at 310 CMR 15.255(3)with coder consisting of sand and:tapsoil meeting the 6 inch minunum depth requirement.Vegetative cover must be. xeplaced for installations:where ifis removed or buried during installation:. 1.4. Drip'tubmg shall not be risudled:` Then 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 aril the approving authority to check for leaks and to ascertain and verify system design flush and dose rates: 15: $ystem unit malfunction„and Iugli vrater alarms;shall each be connected to an.ind'ependentpowcr source froriithe opei ating pumps)run from the main power source of.the facility.. 17. For Systems with a design,flow of 2,000.gpd or greater;the System snail be equipped to provide a flow meter and automatic remote telemetczc notification to the Operation and maitenance(O&1VI)provider 18. Installation of inspection:ports`is notrequired for this System. II.I. AI10�e Soil Absorpfion System Design` 1. Any reduction in•Systeindesign sizing or setbacks shall be based on the MassDEP approved reduction allpwed for the;alterna,ve treatment.systern`thatprecedes the.System or.by variance or Local upgrade-:approval in accordance with:Title'S; IV. General Conditions: 1.. All provisions of 3 i:0 CMR 15 000 are applicable to the use..o f this Sys"tein,the System owner and the Company,except those that specifically have beenvaded by.the terms of this Approval. Approval for Remedial Use. Page.S of 7 PERC-RITE Drip Dispersal System—:revised March 20,2015 2. Any required operationzrid maintenance;monitoring and:testing shall be performed:in. accordance with a Department approved plan; 3. The facility'served by the System,anif the Systein itself shall be open to inspection and sampling by,the Department and the local approving authority at all reasonable times. 4; In aceordance with applicable 1 w,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 bealtb and safety arid the environment that is at least.equvaleiit to that of sewer system. ..o System shalf be installed,upgraded:or expanded;i f it is feasible to connect. the facility to, sanitary sewer,unless as allowed by.310 CMR 15.004. When a sanitary sewer , fb , tvdbyeSytmhllconnectiobecomes; eefcy he n e sewer; within CQ days of'such feasbility,'and the System shall he abandoned in compliance with 310 CNM 15 354 unless a later time is allowed,in writings by the'approving authority: 6: Design,installation'and operation shall be in strict conformance with the Company's DEP approved plans and specifications;31Q CMk 15 Q00 acid this,Appro�al. V. Conditions Applicable fo the.System Ommer , 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§: 'ed by the System shall not be `introduced ito the System and shall,be lawfully disposed. 2: The System.owner shall have the Qompany or.its.designee conduct a-design review for any proposed non residential System or any:residential System with a de5gn'flow 2,0.00 GPD or greater to ensure that the proposed use of the System is with the uiut's:c..apabilites,: 3 :Operatlon aril Maintenance Agre.ement; A `Throughout its life,the owner shall operate arid, aintain the Systemm accordance with the Company and designer's operation and maintenance requirements acid this Approval To ensure.proper=operatiori and maintenance(O..&M),the owner shall enter into an.0&1VT agreement. No Q&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 oi'a person of firm trained by the Company as provided m Section VI(Sj 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 Depaitmerit. The O&M"agreeinentshall also cgntam procedures for notification;to'.the Department and the local board of health within: five days'of a System failure. )r alarm event::and for corrective measiiresto be taken it iately. It shall also require the,;Systerit inspector,at:each site visit and an ytuxie:there is an alarm event,to conduct an inspection using the Company's technology checklist:of.the Systenz's':filter systeiu;:pumps,valves,etc.,iiispasal 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 PERC-RITE Drip Dispersal System—:revised.March 20,20:15 shall at all times have the System properly operated and maintained in accordance with thus Approval;the designer's operation and maintdi dc.requirefents and the Company's: approved;pracedures"anl sampling protocols. The'System owner shall notify the Department and the local approving authority in writing i�-ithin even days of any cancellation, expu•ation or any other change in the terns and/or conditions of their O&M agreement. 4. Prior to transferring any or all interest in.the property served by the System,or anyportion of the property,including any possessory interest,,A System owner shall provide written notice ;of all conditions contained in this.Approval to 11e tiarisferee(s) Any and all instruments of trans fer and any leases or rental agreements shall include.as an;exhibit.attached thereto,and made a Pan thereof a copy of this Approval for the System, The System owner;shall send a copy of such wntten notification($)to the:Departinent and local approving authoritywithin 10 days.of such' notice beu�g;:given. 5. 'By January" 31�of each year for,tlle,prev ous ycar;the System owner'shall submit to the> local approving authority all data'cWlebte.d* accordance with item 3,above;including all Department:Title 5 IA O&Ivl 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 Approvipg Authority but:prior to fihe tss fiance of a Certificate of Cor pliarice for the System,the,.System owner.shOl record"and/or registernm the appropriate Registry of Deeds'and%ar Land Registration Office, a Notice disclosing both the existence::of the alternative septic system subject to. Approval on the property and the. Department's'approval of the System. If.the property subg ecf to the Notice is unregistered _ . land,the Notice shall be marginally referenced on the:ou�ziex's deed to the property: Within: 30 days of recording an.&o,r registering the Notice,the:System,owner shall submit;the following to the .gpartm t and the local approymg a ithorifiy: (i)a certified,Registry copy of the,Notice"bearing the book and.pagelnstrurtent number.and/or document number; and. (ii)if the property Ys unregstered.land, a°Registry copy of.the owner's deed to the property; beaiiiig the marginal reference: VL, Condttons Applicable to the Company 1, The Company shall notify the Director of the Vastewater Management Program at least:3:0; days in advance of the proposed transfer of ownership of the technology for which this Approval issued. Said notification shall include the naive and address OUT proposed new wnterigeementbetween.te exsg.andpd owner contarnowner and at hm r nga specific date.Tor transfer of ownership,responsb"ility, coverage and liability between them.. All provisions of this Approval applicable to the Company shall be applicable to-successors' and assigns of the"Coriipany,unless the Department detennmes otherwise: 2 The ICompany shi ll.develop and submit to the:`Deparkriient within 6Q days ofthe effective date"ofthis Approval: miauraum installation requirements;an operating manual,including information on substances that should.not be"discharged to the System;and a reco,riunended schedule formairitenarice of the Systern essential to consistent successful performance of the installed Systeriis.. Approval:for.Remedial.Use Page 7 of 7 PERC-RITE Drip Dispersal,System—revised March 20,20.15 - 3. The>Comtany"shall.make available,iii print:and electronic format,the referenced procedures and protocol:in Section V1(3)to o;>ners;: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 oCqualitied. operators and make`the ist known to users of the technology, 5. The Company or its designee shall conduct:design review for any,proposed non-. residential System or any restderitW System with a design flow 2,000 GPD or greater o ensure that.:the proposed use of the System is consistent with the unif's capabiirties. 6: The Company shall.furhish 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 copiesb. this"Appioval and the procedures and:protocol described rrr Sectrori VI Q)for each System that is sold Also,in any contract executed by the C9rripany for distribution or,re-sale of the System,th&Company shall require t.ie distributor or re-Seiler to provide each purchaserof the System with copies;of this Approval and the procedures.and protocol described�n Section VI 0 8.. The Company shall complT with 310 C& 15 000 and all the Department policies and. guidance that apply and as'they"may be amended,from tiime to tome: ViL. Reparting 1. All Inotices and doctitner is required to be submitted to the Department by this Approval shall be submitted to:, , Wastewater MI. anagetnent Program Departm Atof Environmental Protection One Winter Street Sth floor Boston.il Massachusetts 02108 vlm Rights of the Department I.: 'The Department may suspend,modify or revoke this Approval for cause;,including;but:riot limited to,non-cornplrance with flip terns of this Approval,non-payment of the annual compliance assurance fee,,for obtaining.the Approval by nmisrepreseritation or failure to ;disclose fulivill relevant facts or any,change n.or discovery of conditions that would constitute grounds for discontuivance ofthe Approval,or as necessary for the protectiori:of public`health, safety,welfare or the pnvironrnent,and as authorized by applteable law, The Department,reserves its rights to`ta k e any enforeernent action authorized bylaw with.respect to this Approval and/or flip System against the.owner,or operator of the.System and/or the Company. �l 41 Zf =®= 27 s 22 = C�/y..x9Ji" �NTtMtv`I /�owa[l j.-.10 -4 ��- -- Pfti7gV'P.10'tcA . ;;:�I' �,- R7: 2zB's A•r [o' oN ccwrc[Z (F��c 6hLGVNy cq.�t,f[c.� C� ��G F�oM �c,sr. 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'REVS10N DATE Ro'.r-dX=74:5' ao.•zeX.s<g: N , -----------� P 153 s° Nano/- Fborwfq • �GROSS FLOORAREA T,598 S.F TTEm'o"R�osom riaoq AV '04m,A4 Existing 1st FLOOR.KA �MTE:NFRCNi tom .. .. 3�G�•a� o., 3/l1�2028 ILE�ISCD •St ¢'N.D ' R f�B S9G0 R vv E r.WTIUM y�/lLl2o2o i >m SOS�342H .. .. • m.yrtM�Rcos:nl.M . cx� 260 Cranberry Highway �-- Urleans, MA 02653 TRANSMITTAL 101,211,11111 508.255.6700 F COASTAL Orleans I Sandwich I Nantucket engineering co. coastalengineeringcompany.com To: Board of Health Date: 10/1/19 Project No. C18969.00 Attn: Thomas McKean, Health Director 200 Main Street Via: E]ist Class Mail OPick up ®Delivery Fed Ex Hyannis, MA 02601 Phone: Fax: Subject: BOH Variance Request— Revised Plans No. of pages to follow: Proposed New Sewage Disposal System with Tight Tank 6 Gray Water System B Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 ® Plans Copy of Letter ❑ Specifications ® Other We are sending the following items: Copies Date No. Description 5 July 2017 Routine Operation B Maintenance Procedure for Perc-Rite Drip Dispersal System 5 Owner's Manual American Perc-Rite Wastewater Drip Systems 5 10/1/19 Authorization for Technical Services Contract These are transmitted as checked below: for approval ®for your use E:]as requested for review 6 comment Remarks: Enclosed, please find copies of the documents listed for the above referenced project. If you have any questions, please contact our office. cc: Marie Souza By: Sarah Cole John Schnaible, Project Manager NOTE:If enclosures are not as noted,please contact us at(508)255-6511 & OAKS N YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND F y ROUTINE OPERATION AND MAINTENANCE PROCEDURE FOR PERC-RITE® DRIP DISPERSAL SYSTEM MODELS: ASD, QM, WD A. Field Conditions and Preparation 1. Obtain records from previous visit/start-up 2. Walk the field to determine if wet areas are present 3. Open hydraulic unit and document flow meter reading 4. Calculate and document daily water usage 5. Open pump chamber and check liquid level/floats 6. Trigger alarm float 7. Open valve box and inspect air release valves B. Control Lights and Switch Positions 1. Open the control panel 2. Make sure all HOA switches are in the automatic position 3. Microprocessor: confirm power and run lights are on 4. Verify float LED display corresponds with float positions in pump chamber C. Pump and Valve Operation 1. Turn all HOA switches in control panel to ""OFF" 2. Inspect (and clean if necessary) disc filter(s) 3. Manipulate each HOA switch to test solenoid and valve operation. The flow meter should only turn when a zone valve is open and pump is on 6 Sargent St.,Gloucester,MA 01930 (978) 282-1322 www.oakson.com info@oakson.com July2017 11 Page ® OAKS N O YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND .r 4. Place all HOA switches in the ""AUTO" position. Hold in the "RESET/CYCLE START" button (approx. 5 seconds) until you hear a click a. At the hydraulic unit, you should witness a complete system cycle b. After pressurization time, document the flow rate(s) by reading the flow meter for a timed minute c. Compare design flow to timed flow (10% tolerance) d. Flow variation is most common sign of system issue e. Inspect air release valves for normal operation D. Septic and/or Pre-treatment Tanks (if incorporated into 0&M contract) 1. Examine and clean effluent filters 2. Document sludge/scum levels in tank 3. Recommend pumping if necessary 4. Service pre-treatment system E. Finishing Up 1. All HOA switches in control panel should be in "AUTO" position 2. Close and secure all tanks, hydraulic unit, control panel, and air release valves 3. Fill out operator checklist. Provide copies to homeowner, local BOH, and Oakson within 60 days 6 Sargent St.,Gloucester, MA 01930 (978)282-1322 www.oakson.com info@oakson.com July2017 21 Page ® OAKS N YOUR DRIP DISPERSAL ESPERT IN NEW ENOLAND 'r ROUTINE OPERATION AND MAINTENANCE CHECKLIST FOR PERC-RITE® DRIP DISPERSAL SYSTEM MODELS: ASD, QM, WD Property Address: Date: Time: Air Temperature: Weather Conditions: FIELD CONDITIONS A. Drip dispersal field: visible wet spots YES NO objectionable odor YES NO Comments: B. Air release valves: functioning properly YES NO Comments: FLOAT OPERATION A. Floats: register on PLC YES NO Comments: B. Alarm float: audible/visual YES NO Comments: CONTROL PANEL A. HOA Switches: functioning properly YES NO Comments: B. PLC (microprocessor): power/run lights on YES NO Comments: 6 Sargent St.,Gloucester,MA 01930 (978) 282-1322 www.oakson.com info@oakson.com July2017 1 Page ® OAKS N YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND HYDRAULIC UNIT A. Disc Filter(s): cleaning required YES NO Comments: B. Valves: opening/closing YES NO Comments- C. Condition: signs of erosion/infiltration YES NO settling/movement YES NO Comments: SEPTIC and/or PRE-TREATMENT TANKS (if included in contract) A. Effluent Filter: cleaning required YES NO N/A Comments: B. Septic tank: pumped since last visit YES NO pumping recommended YES NO 1. Sludge depth: 2. Scum depth: Comments:. C. Service pre-treatment system YES NO N/A Comments: Operator signature License No. Company Phone No. Comments/Observations: Flow Meter Reading: Dose Rate(s): Flush Rate(s): 6 Sargent St.,Gloucester, MA 01930 (978)282-1322 www.oakson.com info@oakson.com July2017 2 Page Owner's Manual AMERICAN "PER C-RITE° " WASTEWATER DRIP SYSTEMS 2 ZONE or 4 ZONE SIMPLEX or DUPLEX PATENT #'s: 5,200,065 5,984,574B ; 6,261,452131 ZONE 2 P ZONE 1 �J CENTRAL UNIT(CU) Q SUPPLY O TO CU SEPTIC TANK PUMP TANK OWNER'S NAME HEALTH DEPT. ID NO. LOCATION NAME STREET NAME CITY, STATE ZIP Table of Contents American Manufacturing Limited Warranty 2 Introduction 2 Safety Precautions and Warnings 2 Owner's Responsibility 3 Overview of American Perc-Rite° Drip 3 System Parameters of American Septic Drip 5 Data Registers & Component Specifications & Details 6 Startup Log 8 MANUFACTURED BY: AMERICAN MANUFACTURING COMPANY INC. 5517 WELLINGTON ROAD, GAINESVILLE,VA. 20155 1-800-345-3132 ©American Manufacturing Company, Inc., 2006 - 1 - www.americanonsite.com AMERICAN MANUFACTURING LIMITED WARRANTY For one year (12 months) after the date of purchase, American Manufacturing Company, Inc. will repair or replace any product or portion thereof which proves to be defective due to materials or workmanship of American Manufacturing. We reserve the right to repair or replace defective materials at our discretion. This warranty does not cover the following conditions: 1. Defects or problems caused by improper installation or maintenance of materials. 2. Abuse, neglect or accidental damage of products. 3. Normal maintenance or upkeep of products. 4. Lighting, war, floods, or other acts beyond our control. 5. Misapplication of our products for their designed purpose, or misapplication according to local, state or national codes when in effect. 6. American Manufacturing Company or its representatives are not responsible for the labor for the replacement of defective parts. Defective or warranted materials must be returned to us or a place designated by American Manufacturing. All returns must be accompanied by a return authorization number supplied by American Manufacturing. American Manufacturing will in no way be responsible for any losses or damages incurred by failure of equipment, parts or service. NOTE: Some states do not allow exclusion of damages so this may not apply to you. There are no other warranties written or implied. INTRODUCTION Congratulations! You are now the owner of a state of the art wastewater treatment and recycling system by American Manufacturing Company, Inc. We have been in business for over 20 years and are considered one of the leaders in the On-Site Wastewater industry. With a staff having over 100 years collective experience in providing solutions to new sites and sites in need of repair,.we are able to deliver an ecological, economical, easy to install and off-the-shelf Perc-Rite°Drip to owners like yourself. When and How to use manual This owner's manual should be read cover to cover initially, and then as needed to answer any questions or assist the owner in fulfilling their maintenance and inspection responsibilities. When and Where to call for assistance or get additional information If at any time you have a question about the Perc-Rite°Drip or observe any alarm or unusual condition, you should call your qualified service representative or installing contractor as soon as possible. The owner should record in the back of this manual, the contact name and telephone number of the qualified service representative and installing contractor. If further assistance is needed, call American Manufacturing Company, Inc. at 800-345-3132, or visit us at www.americanonsite.com. Overview of Manual The manual is organized to cover safety precautions and warnings, an overview of the Perc-Rite°Drip components, and the owner's responsibility. A startup log and limited warranty are in the back of this manual. SAFETY PRECAUTIONS AND WARNINGS The owner or operator of the Perc-Rite®Drip should take precautions consistent with operators working with sewage and/or electricity while working with, or around any of the system components. Electrical Hazards The Perc-Rite° Drip incorporates pump(s), float switches, relays and many electrical components that use 230 volts, 120 volts or 24 volts AC. Improper use of equipment can cause an electrical shock and may lead to serious injury or death. Sewage Hazards Proper attention should be given to cleanup when working in and around the septic and pump tanks and wastewater handling equipment to insure that disease causing bacteria are not transmitted to persons or contact surfaces. The septic and pump tanks can allow for a toxic buildup of poisonous gasses that can lead to serious injury or death if inhaled. Heavy Lifting Hazards The owner and/or operator should exercise proper caution when lifting heavy system components, such as pump tank lids. Improper lifting of heavy components can lead to loss of limb and/or mobility. ©American Manufacturing Company, Inc., 2006 - 2- www.americanonsite.com OWNER'S RESPONSIBILITY Preventative Maintenance The drip field area should receive only the most passive type yard uses. No use is recommended when conditions are wet. Under no conditions are any autos or heavy machinery to be allowed on the site. In order to prevent erosion, the site should be established and maintained as a healthy lawn, or if wooded, mulched and stabilized. Erosion of the site and the adjacent areas should be controlled and eliminated. Surface waters should be diverted away from all components. Scheduled Inspections Within a month of operation the owner should contact the installer to have the system inspected for proper startup. After three months of operation the drip field should be walked and the system inspected. Symptoms to look for on the field walk inspection are patches of wetness. If symptoms are identified, notify your service provider immediately. The drip field should be walked &inspected at least annually. A trained professional service provider, your American Dealer, should inspect the septic tank and pump chambers at least once a year. The septic tank should be pumped when the sludge level reaches 25% or approximately 12 inches, or when the scum layer on top is excessive. The flow meter reading in the hydraulic unit should be recorded with the date on a quarterly basis. Alarms - Notifvinci Service Provider of alarm events The system controller is equipped with an audiovisual alarm-to-alarm high water level condition. The high level alarm may be silenced by pressing the"silence" button on the side of the control. Since a high water level condition can be caused by pump failure, excessive infiltration, or an unusually large peak water use, the owner should call the service provider to determine the cause of the alarm prior to requesting service. If at any time there are any indications of failure, such as the flow meter not moving during a dose or wetness in the area of the drip field, notify your service provider immediately. Monitor& Reaulate waste input to septic tanks Since all processes in this sewage disposal system use biological activity to treat the wastewater, only typical biodegradable household wastes are to be disposed of in drains leading to the septic tank. Never dispose of pesticides, oil or grease based products, or non-fecal solids (especially feminine hygiene products) into the system. Minimize disposal of high strength over-the-counter type products such as bleach, and do not use colored toilet tissue. OVERVIEW OF PERC-RITE DRIP SYSTEM The Perc-Rite® Drip System is a unique fluid handling system for dispersal of effluent wastewater in soil systems. The system incorporates filtration, time and level controlled application and ultra low rate drip distribution. In conditions where aerobic dispersal, such as "Low Pressure Distribution", of septic effluent is required or where land application with the use of conventional soil absorption fields are not acceptable, this system offers a unique method for subsurface distribution of the waste water effluent. The Perc-Rite° Drip System will accommodate virtually any type of pretreatment process, whether septic tank (anaerobic), aerobic, lagoon, or any type of treatment facility. Only primary treatment (the removal of large settleable solids) of sewage is necessary for the operation of the system. Local soil and site conditions may require additional treatment for excessive organics, oil and grease or other contaminants. Since the installation of the field distribution lines causes very little soil disturbance and effluent discharge volume from each emitter hole is insignificant, the installation of the system has very little site impact even in established lawns or park areas. After installation there are virtually no visible indications that the installation site is being used for disposal purposes. This system is especially suited for landscaped or wooded areas near buildings, trailer parks, apartment complexes or residential subdivisions. The Perc-Rite° Drip System is operated via a "state of the art" controller, which is activated by level sensing devices (standard mechanical differential float switches) located in a dosing tank downstream from the pretreatment process or processes (typically a septic tank). When activated by the rising level of effluent in the dosing tank, the controller will enable the disposal cycle, and as dictated by the time clock, pump the effluent through a 115-micron disc filter and then to final drip dispersal. Drip Tubing The drip field supply line conveys the effluent to the drip absorption zone that is being dosed where it is discharged below the soil surface through a patented chemical-resisting pressure compensating self cleaning "drip" poly-tubing emitter. The emitters or "drippers" are located every two feet in the tubing and emit 0.65 gallons per hour per emitter. The dripper lines are automatically scoured (forward flushed) every 25 dosing cycles. This function is activated by the controller, which opens the field flush valve, thus allowing the flushed effluent to be returned to the pretreatment tank. The duration of this cycle is approximately three minutes. The flushing cycle produces a high ©American Manufacturing Company, Inc., 2006 - 3 - www.americanonsite.com velocity cleansing/scouring action by the effluent along the inside walls of the dripper tubing and P.V.C. Manifolds. The tubing emitters are self-cleaning and require no maintenance. The construction of the drip tubing is unique in that the internal diaphragm and labyrinth provide for an exact amount of effluent to be discharged from each of its emitters, which are spaced at two-foot intervals along the entire length of the drip tubing. Each emitter maintains a constant flow over pressure ranges of 7 to 70 psi. Because the effluent is distributed at an ultra low rate, large quantities of effluent may be economically distributed over large areas during controlled periods of time without saturating the surrounding soil. Air Release Valves The drip field return line conveys the effluent from the drip absorption zone (used to"flush" or clean the tubing) back to the pretreatment device. Each zone will have an air release valve housed in a small valve box at the highest point of the return manifold pipe. This valve will close when the water pressure arrives at the valve during each dose. The air release valve allows air to reenter the tubing after each dose to allow the tubing to drain. This also prevents the uphill tubing from draining water into the downhill tubing and overloading downhill tubing. In the event of damage to the air release valve, effluent may leak from the system. This condition should be fixed immediately by replacing damaged parts. Air release valves should not be covered with soil or other material and should always be accessible to the service personnel. Sequence of Operation: PERC-RITEI DRIP SYSTEM The pump control panel is equipped with four float switches to control the timed doses to be discharged. The four float switches, "Redundant Off", "Standard Dose Enable", Peak Dose Enable" (optional), and "High Level' function as follows: Redundant Off-The water level must be high enough to overcome the "Redundant Off" (first &bottom) float in order for the pump to be permitted to run. Standard Dose Enable - When the water level rises high enough to overcome the "Standard Dose Enable" (second) float and the time clock has timed out the preset time delay of 180 minutes (rest between dosing cycles for two zone designs) the pump will activate and the lead zone is dosed. The pump will continue to run for the length of time as adjusted on the pump run timer and then shut off. The pump will remain off until the internal time clock again times out the preset time delay (180 minutes) after which the pump will activate (as long as the "Standard Dose Enable" float is still up) and will run until the pump run timer finishes timing out. This process will repeat until the water level drops below the "Standard Dose Enable" float and the pump run timer has timed out. The rest time automatically varies with the number of Zones. Peak Dose Enable -The control system will be equipped with a "Peak Dose Enable" circuit to manage peak flows and excess water use. If the rising water level activates the "Peak Dose Enable" (third) float, the "Pump - Off- Pump & Alarm" switch is set to "Pump", and the preset time delay has exceeded 108 minutes ("Peak Dose Enable" rest between cycles for two zone designs), the lead zone will be dosed. When the peak circuit has been deactivated the normal pumping cycle will resume. If the rising water level activates the "Peak Dose Enable" (third) float, the "Pump - Off- Pump &Alarm" switch is set to "Pump &Alarm", and the preset time delay has exceeded 108 minutes ("Peak Dose Enable" rest between cycles for two zone designs), the lead zone will be dosed and the "Peak Dose Enable" alarm will be activated. The audio portion of the alarm may be silenced by pressing the Test-Normal-Silence switch to the silence position. When the "Peak Dose Enable" float has returned to the down position the alarm will be deactivated and the normal pumping cycle will resume. The rest time automatically varies with the number of Zones. High Level - If the water level rises enough to overcome the "High Level' (fourth) float, the audiovisual alarm will activate. The audio portion of the alarm may be silenced by pressing the Test-Normal-Silence switch (located on the outside of the control panel) to the silence position. The alarm circuit will auto reset when the "High Level" float returns to its normal (down) position. The high-level alarm float is a wide-angle float in order to latch the alarm signal. CONTROLLER The "state of the art" controller is enclosed in an outdoor electrical control box located near and connected to the hydraulic unit. The control panel uses 115 or 230 volt power and the microprocessor has 120V and 24V AC inputs and relay outputs for automatic operation of the Perc-Rite°Drip System. When in the"Hand"or"Off" position, the manual switches (Hand-Off-Auto) on the door of the control panel completely bypass the microprocessor. The"Hand" position will allow manual operation of the component in the event of a microprocessor failure. NOTE: THE HOMEOWNER ASSUMES FULL RESPONSIBILITY FOR CONDITIONS OR MALFUNCTIONS DUE TO CHANGES IN PUMP RUN TIME BY ANYONE OTHER THAN A QUALIFIED SERVICE REPRESENTATIVE. LEAVING THE PUMP CONTROL IN THE "HAND" POSITION WILL FORCE THE PUMP TO RUN CONTINUOUSLY AND MAY RESULT IN PUMP FAILURE. ©American Manufacturing Company, Inc., 2006 - 4- www.americanonsite.com Normally Open Flowmeter Supply Valves Disc Filters Normally Closed Field Flush Valve 0 Normally Closed Zone Valves Bockflush Valves Supply From Return To Pump Tank Septic Tank Hydraulic Unit The submersible pump delivers unfiltered effluent through each filter. The filter backflushing schedule is triggered at the beginning of each dose cycle. The backflushing sequence is as follows. One filter valve closes, thus blocking the flow of unfiltered effluent to that filter. After a short delay, the other flushing valve opens, thereby backflushing the unused filter. The accumulated impurities discharge back into the pretreatment unit. The closing and opening procedure of the filter and back flush valves causes a change of flow within the unit to provide effluent from one filter to backflush the other filter. The backflush procedure lasts approximately fifteen seconds then the back flushing valve closes. Only after the first filter has completed its backflushing cycle, will the second filter begin its cycle of backflushing in the same manner as the first. Effluent will then be pumped through clean disc filters, then through the flow meter and finally through the zone valves to the drip field supply line. During extended dose times the disc filters are re-backwashed to assure optimum operation. System Parameters Simplex System w/ 1 or 2 Zones & 2 Disc Filters a. System Fail indicated by high level alarm or unusual wetness in the field. b. Standard Rest time between doses = 180 minutes, 4 doses per day per zone. c. Peak Rest time between doses = 108 minutes, 6.6 doses per day per zone. d. Flow meter on hydraulic unit (record periodically to monitor activity). e. To remove pump or zone from service place its' control switch to "off". System Parameters Simplex & Duplex System w/ 4 Zones & 2 Disc Filters a. System Fail indicated by high level alarm or unusual wetness in the field. b. Standard Rest time, 4 doses per day per zone; • 4 zones in use doses = 90 minutes, • 3 zones in use doses = 120 minutes, • 2 zones in use doses = 180 minutes, c. Peak Rest time between doses • 4 zones in use doses = 54 minutes, • 3 zones in use doses = 72 minutes, • 2 zones in use doses = 108 minutes, d. Flow meter on hydraulic unit (record periodically to monitor activity). e. To remove pump or zone from service place its'control switch to "off". ©American Manufacturing Company, Inc., 2006 - 5 - www.americanonsite.com AMERICAN "PERC-RITE°" WASTEWATER DRIP SYSTEMS 2 ZONE or 4 ZONE SIMPLEX or DUPLEX CONTROLLER SIEMENS MICROPROCESSOR - INPUTS AND OUTPUTS The Siemens microprocessor has inputs on the bottom and outputs on top. The two zone units have 8 inputs (0-7) and 6 outputs (0-5). The three and four zone has the following; Output QO 1 .0 .1 1 .2 1 .3 1 .4 .5 1 .6 .7 1 Q1 1 .0 .1 Input 1 IO 1 .0 .1 1 .2 1 .3 1 .4 1 .5 1 .6 1 .7 1 I1 1 .0 1 .1 .2 1 .3 .4 .5 MICROPROCESSOR - INPUTS AND OUTPUTS R R R R R R E E E E E E F F F F F F A B C A I B C Input Input Input Description Output Output Output Description I0 I0 I0 0 0 QO .0 .0 .0 DOSE CUTOUT .0 .0 .0 PUMP 1 .1 .1 .1 OFF LEVEL FLOAT .1 .1 .1 ZONE RETURN .2 .2 .2 DOSE ENABLE FLOAT .2 1 .2 .2 FILTER 1 .3 .3 .3 PEAK ENABLE FLOAT .3 .3 .3 FILTER 2 .4 .4 .4 RESET/CYCLE START .4 .4 .4 FIELD 1 .5 .5 .5 PUMP 1 .5 .5 .5 FIELD 2 .6 .6 .6 ZONE 1 VALVE .6 .6 FIELD 3 .7 .7 .7 ZONE 2 VALVE .7 .7 FIELD 4 .0 .0 ZONE 3 VALVE .0 .0 PUMP 2 Input Input Input Output Output Output I1 I1 I1 1 Q1 Q1 1 .1 ZONE 4 VALVE .1 .1 ZONE MASTER .2 .2 PUMP 2 .3 .3 CURRENT SENSOR .4 .4 1 HIGH LEVEL (OPTION) .5 .5 JAUX. INPUT 1 References:"REF A " is Two Zone Simplex System "REF B " is Four Zone Simplex System "REF C " is Four Zone Duplex System ©American Manufacturing Company, Inc., 2006 - 6- www.americanonsite.com O Output Lights 00000000000 m•apm�Muas O O PY 444°" r p ii O Ct 0 171 4 O O 111 SAIL urm mtmrumasrru- -Al 00 00000oo00 115V/IPh/60Hz 115V 1 6oH ]LOT CIRCUIT Input Lights ALARM CIRCUIT O O PUMP #1 SUPPLY PUMP #1 FEED O O PFAK RESET! FILTERBACKFLUSH ZONE MASTER LEVEL CYCLE START � KtlW1 Y#w,R Phi 1fmaFOPLAw 'on O O �J Q ' �I 0 0 `A A A A A ��A1; A;; Pem Pen as on on on an PUMP2 PUMP1 ZONE REN ZONE1 ZONE2 ZONE3 ZONE4 O 0 PIeMQF/eb, Pam_ Pr�.o-ort wra.. kmmashae I� 1tmEablum lta160PHuee O _i zavac------l r---24vAc----11 —1 zovAc�-•-- BT 1 'M2 TB3 PC OFF TE PE HL AC 1 4z 2a ORAC Ht H2 A2 P2 At Pt ��7 I 1 DVC I I (DIRECT a VOLTAGE} I I OFF I I I I (blower Fail Option I I t15V STANDARD) 0 I I I TIMER ENABLE Ft ZM Z2 Z4 I I GN Q F2 Zt Z3 ZR i I PEAK ENABLE I ANTI—I PILOT NEUTRAL SOLENOID VALVES FREEZE ALARM ALARM NEUTRAL Ft = FILTER IHEATERI (MAY BE JUMPED TOGETHER I I IF SEPARATE SUPPLIES Q F2 = FILTER #2 L__.J ARE NOT REQUIRED) HIGH LEVEL Zi — ZONE #1 12aV/540w Z2 = ZONE #2 MAX Z3 = ZONE #3 Z4 = ZONE #4 DRY ALARM CONTACTS ZM = ZONE MASTER (OPTIONAL REMOTE ZR = ZONE RETURN LOCATION ALARM) 1) Leave switches in "Auto" or `'Off" - Never leave switches in "Hand" or "On" position. The Off position will take component out of service. 2) To Silence Alarm - On outside of control push "Test-Off-Silence" switch to "Silence" and release. 3) Leave power "on" - There is a strip heater in the hydraulic unit which is powered by the control panel. Power must be left on to protect unit from freezing. 4) To start automatic cycle - Push and hold "Reset" button for over 5 seconds until an automatic cycle starts. Then release button. 5) Manual Operation - Place "H-O-A" (hand-off-auto) switch to "Hand". This position is like an "on switch" and should operate the individual component regardless of other conditions. ©American Manufacturing Company, Inc., 2006 - 7 - www.americanonsite.com Name: Date: Owners'Address: American Perc-Rite° Drip Startup Log USER LOG Line As-Built Description Number of Zones:_ Date Date Date Date No. Value 1 BEDROOMS 2 GALLONS PER DAY 3 TEXTURE GROUP 4 GPD/FT2 DESIGN SOIL LOADING RATE 5 TOTAL LINEAR FEET TUBING 6 GPD/LF FT DESIGN TUBING LOADING RATE 7 METER READING 8 ZONE 1 LINEAR FEET OF TUBING 9 ZONE 1 NUMBER OF FIELD FLUSH CONNECTIONS 10 ZONE 1 GPM DOSING FLOW RATE 11 ZONE 1 GPM TOTAL FLUSHING FLOW RATE 12 ZONE 1 RUN TIME 13 ZONE 2 LINEAR FEET OF TUBING 14 ZONE 2 NUMBER OF FIELD FLUSH CONNECTIONS 15 ZONE 2 GPM DOSING FLOW RATE 16 ZONE 2 GPM TOTAL FLUSHING FLOW RATE 17 ZONE 2 RUN TIME 18 ZONE 3 LINEAR FEET OF TUBING 19 ZONE 3 NUMBER OF FIELD FLUSH CONNECTIONS 20 ZONE 3 GPM DOSING FLOW RATE 21 ZONE 3 GPM TOTAL FLUSHING FLOW 22 ZONE 3 RUN TIME 23 ZONE 4 LINEAR FEET OF TUBING 24 ZONE 4 NUMBER OF FIELD FLUSH CONNECTIONS 25 ZONE 4 GPM DOSING FLOW RATE 26 ZONE 4 GPM TOTAL FLUSHING FLOW 27 ZONE 4 RUN TIME 28 PEAK ENABLE CYCLE COUNTER 29 HIGH LEVEL CYCLE COUNTER 30 CONTRACTOR STARTUP REPRESENTATIVE: STARTUP DATE: CONTRACTORS NAME & PHONE: Note to Owner: Any changes to pump run timer should be recorded in manual on this page. AMERICAN MANUFACTURING COMPANY, INC. P.O. BOX 97, ELKWOOD, VA 22718-0097, 1-800-345-3132 ©American Manufacturing Company, Inc., 2006 - 8 - www.americanonsite.com 260 Cranberry Highway AUTHORIZATION FOR --�— Orleans,MA 02653 -+ 508.255.6511 P 508.255.670OF TECHNICAL COASTALOrleans I Sandwich I Nantucket. engineering co. SERVICES TECHNICAL SERVICES coastalengineeringcompany.com To: Marie Souza Date:. 10/01/2019 Proposal No.WBA100119.20 168 Long Beach Road Project: Perc=Rite Drip Disposal Operation 5 Centerville, MA 02632 Maintenance' VIA EMAIL: mariesouza(a5comcast.net T:,617-43&9903 ' Location 168 Long Beach Road Centerville,MA Coastal Engineering Company, Inc. (CEC) will perform the Assessor's Map: 205 . Parcel: 008 ` following professional services relating to the referenced Fixed Fee: 'See Attachment 2 project. Contract Duration: Ongoing SCOPE OF SERVICES- Coastal Engineering Co., lnc. (CEC) will perform the services outlined in Attachment 1 regarding the Operation;and Maintenance of the Perc-Rite Drip Disposal Wastewater Treatment System at 168 Long Beach Road, Centerville, MA. CAS/JGS/mmw SUBJECT TO TERMS AND CONDITIONS ON REVERSE SIDE AUTHORIZED FOR COASTAL ENGINEERING: ❑ We are proceeding with hservice(s) noted as per your By t direction. 'Immediate notification in writing,, is.. j required if you wish to alter,this authorization.' a Chad A Simmons,'WWTPO ® Please execute this agreement. authorizing us t0 Project Manager proceed. ,No services will be performed until yo-u October 01, 2019 return this agreement with authorization in,writing. AUTHORIZED BY CLIENT: ® This,document will become our:origmalr agreement. Acceptance of this agreement by signature authorizes Signature,; Date COASTAL.EN GIN:EERING to proceed as described. This proposal.expires,in.90 days if not signed by both parties., Printed Name and Title PLEASE SIGN AND RETURNYONE:COPY D:\PROPOSALS\iHOLD\WostewaterATS\2019\Souza,Marie ATS 2019-10-01.doc' STANDARD CONDITIONS FOR ENGAGEMENT COASTAL TECHNICAL ER TEC C SERVICE CONTRACT 00001110,01 �engineering co. FIXED FEE PROPOSAL January 1, 2019. COMPENSATION FOR SERVICE CONTRACT: Coastal Engineering Co., Inc. (CEC), and exclusive property of CEC as instruments of service.The CLIENT may, at bases its compensation for services on this project on the fee given for the his/her expense, obtain record prints of drawings, in consideration of which project.CLIENTS are advised that Additional Services requested beyond.the the CLIENT will use them .solely in connection. with the above described Scope covered by the fee,proposal or change orders attached thereto will be project and not for the purpose of making subsequent extensions or based:upon the time input according to our current hourly fee rate schedule. enlargements `thereto: All photographic documentation` shall remain the Fee proposals for services are prepared to the best of our ability based on property of CEC and may be used in marketing materials(electronic and print) facts available at the time of submission. unless otherwise specified by CLIENT. The CLIENT hereby consents to CEC's use of the CLIENT's name and general project.description in marketing TRANSPORTATION:Time and travel expenses incurred, when travel is in the materials(electronic and p I.rint)unless otherwise specified by CLIENT. interest of the project, will ,be charged for in accordance with`our fee; schedule. USE.OF DOCUMENTS:Services performed and documents-prepared by CEC under this agreement shall be for the benefit of CLIENT only and may not be SUBCONTRACT SERVICES: CEC may engage subcontractors and/or other. relied upon by any third party(ies)unless specifically agreed to in advance by professionals to perform required ..services such as soil borings, drilling,' CEC and CLIENT. construction, etc.That subcontractor's charge plus a service charge will be added to our fee. USE OF STAKES: CLIENT,CLIENT's contractor,or any third party may not use stakes or other markers set at the site-by CEC before obtaining verification REIMBURSABLE EXPENSES: Reimbursable expenses will be billed at our cost' from CEC that the,stakes or other markers,were set for the intended purpose plus a service charge. Examples of reimbursable expenses ordinarily charged . 1. and are in place to the accuracy appropriate for•the intended use.r are replacement equipment,.plumbing and hardware supplies, and"chemical supplements for process control. ELECTRONIC FILES: Electronic files are transmitted.for informational purposes only and at the request of the CLIENT or CLIENT's agent,CEC's official product PAYMENT:Invoices will be rendered monthly or as work progresses.,Invoices: is limited to its signed and sealed hard copy of plans, specifications,.and/or_ are due and payable upon receipt. Amounts :over 30 days past due are. studies. The.CLIENT agrees to hold CEC harmless for any damages from subject to 6'service charge of 1.5% per month (18% annually). The CLIENT inappropriate or illegal uses 'by others from any.:electronic transfer of agrees to pay reasonable attorney's fees and any collection fees incurred in information that was requested by the CLIENT or CLIENT'S agent. the collection of any amount owed,hereunder and not paid when due. CHANGE OF SCOPE if, during the performance of ,services under this INDEMNIFICATION AND LIMITATION OF LIABILITY:CEC agrees to indemnify and. hold CLIENT harmless' against damages and liability resulting 'from the:. Agreement,there is a change in the Scope of Services requested on'the basis. negligent acts,:errors,.or omissions'of CEC.The'CLIENT agrees to.limit CEC's... of an oral or written order by the CLIENT, or as required by circumstances to liability, resulting from errors andioromissions in services furnished to the address contingencies,or to revise tplans.upon the request of the CLIENT,CEC CLIENT directly by CEC to an amount not to`exceed our fee: The CLIENT willperform these services m accordance with our.fee schedule.CEGreserves agrees to require a like limitation from any contractor engaged to`perform the right, at our discretion, to issue aChange Order to this Agreement.:', work for which we have provided reports, plans, and/or`specifications. The:'. However,a Change Order is not required prior to rendering such services and CLIENT, shall further indemnify and'hold'CEC harmless from any liability,.. the CLIENT agrees to pay for such additional_services: resulting from the ac#s,errors,or omissions of the.CLIENT or CLIENT's agents,, SUSPENSION OF SERVICES If the CLIENT fails to make payment of invoices` contractors or assigns.Sucti indemnification shall`include the cost of defense' '` arising in an way with claims connected with an such liability excepting when due CEC may suspend performance of services under this Agreement: g y. Y Y Y P g lh'the'event of a suspension':of services;CEC shall have no liability,to the onlysuch liability as may arise out of CEC's sole negligence in performance of. CLIENT for_delay or damage caused by such suspension of services. services.CLIENT agrees that any and all damages arising from negligent act;: error; or omission shall.be made against directly and shall not be made p TERMINATION PROVISION.This Agreement may be terminated by'either art ,- Y part' personally against any-of its directors,officers,agents,or employees., upon five (5) days written notice in the event of failure of,performance of terms and conditions of this Agreement by the other party.through no fault of CONSEQUENTIAL DAMAGES Notwithstanding any,.other provision hereof CEC; the terminating party.CEC shall,`be compensated for services performed'up to shall not be liable to the CLIENT for any.incidental indirect, or consequential the time of termination. damages arising cut of,or connected in'any way to the services'rendered hereunder, including, butr not limited to, loss"of use, loss of profit, loss of.: INSURANCE:CEC is covered by.Worker's Compensation Insurance and Public business,loss of income,or loss of reputation:` and Professional Liability insurance:We will furnish,certification upon request::' W , NO WARRANTIES CEC,makes no wa1.rranties, ;express or..otherwise,'in RIGHT OF ENTRY Unless otherwise agreetl the,CLIENT furnishes`nght of connection with CEC's services except for those.which may be specifically entry on the land for CEC to make measurements,soil tests;,or 6the�.regwred stated in the Operation and Maintenance scope of Services. explorations.CEC'will take reasonable precautons.to minimize damage to the; land from the`use of equipment;.,but'we have not.inc uded in'our fee the cost', of restoration from damage that may result from our operations. If we"are required to restore the land to its former.conditions,the cost of doing so will, be added to our fee.`.` s OWNERSHIP.OF DOCUMENTS: All documents, :including original drawings, estimates,specifications, field notes, and data,are and shall remain the sole:;. Morie Souza October 01,2019 ATTACHMENT.1 OPERATION AND MAINTENANCE SCOPE OF SERVICES The following is a summary of the scope of services to be provided by Coastal Engineering Co.,Inc.(CEC): The treatment system shall be operated by a Certified Wastewater Plant Operator in accordance with the requirements of 257 CMR 2.00'and the Board of Certification of Operators of Wastewater Treatment Plants The treatment-system shall also be operated in accordance with the conditions established by the Massachusetts Department of Environmental Protection (DEP) under 310 CMR 15.000 Title 5 of the Massachusetts Environmental Code for the permitted use and.with the local Board of Health. PERC=RITE DRIP DISPOSAL SYSTEM MAINTENANCE In accordance with the Perc-Rite Drip Disposal System operation and maintenance (OhM) requirements, conduct DEW inspections using the Perc-Rite technology checklist to document the findings of each inspection. Perc-Rite inspections to include; SEMI-ANNUAL MAINTENANCE 1. Standard maintenance as follows:. a. Inspect the disposal field for visible wet spots. b. Check the control panel for proper operation. c. Check the liquid level of the punip chamber to confirm proper switch operation.: d. Check the pump and Valves for proper zone operation.. e. Examine the hydraulic unit. • Clean filters as.needed • Check all hydraulic components for leaks • Determine and record flow ANNUAL MAINTENANCE 1. Checkthe:zone:dosing rates. r 2. Examine tanks and pumps and clean effluent"screen, filters, and floats, as needed.", 3. Check the condition of the septic tank: REPORTING: Prepare summary report following each inspection and file reports with the appropriate regulatory agencies. NOTES: 1. Coastal En1. gineering will perform no procedures requiring confined space entry.; 2.1 Services under this contract specifically do not include or cover any responsibility for system malfunction attributed to process design, equipment specified and%or installations as provided by others: 3. client must provide access to all system components at time of the 06Myvisit. 4 This service contract assumes year round occupancy of the dwelling or facility.The Owner shall notify CEC if occupancy becomes seasonal.' S., CEC will notify the appropriate authority of any event.of electrical or mechanical.failure within the treatment system,or,of any event which may adversely affect the performance of the treatment system. . 6. In the event that`;the system alarm is activated and th.e system fails,the OWNER shall notify CEC who shall notify the DEP:and 9oard of Health within 24 hours:Corrective action shall betaken immediately. Y ' Marie Souza October 01,2019 ATTACHMENT 2 COST OF SERVICES 1.. Yearly fixed fee costs for the services outlined in Attachment 1: ...........___$450.00 Billed at $225.00 semiannually 2. Barnstable County Database Management Fee* ......................_...............$50.00 3. Services performed in addition to scheduled operation and maintenance visits, including responding to alarms, w 11 be invoiced at$100 per hour Monday through Friday 7:00 AM to 5:00 PM. Services performed after regular business hours, including weekends and holidays, will be,billed at$125 per hour with a $375 minimum`charge, ; 4. The cost for replacement equipment, supplies and process control chemicals will be invoiced at our cost plus surcharge in accordance with our Standard Conditions for Engagement(copy attached). 5. Additional sampling and testing, if required,will be invoiced at time and expense'in accordance with our standard rates. In the event that state or local regulatory bodies change sampling requirements and/or Operation and Maintenance'requirements, the cost estimate will be revised to reflect these changes. * Barnstable County assesses an annual database management fee ofi$50.00 for each wastewater treatment Management system in Barnstable,County. Each July the County sends"an assessment notice to Coastal Engineering tompany,11nc., for the systems operated by Coastal. Coastal Engineering pays the fee for the system w , . owner and includes a $50.00 charge for this fee;:on your next invoice as a reimbursable expense. lI 260 Cranberry Highway ) Orleans MA TRANSMITTAL r , G 0700F 508.255.6511 P 508.255.6700 F /f C ASTAL Orleans I Sandwich I Nantucket engineering co. coastalengineeringcompany.com To: Board of Health Date: 9/30/19 Project No. C18969.0O Attn: Thomas McKean, Health Director 200 Main Street Via: 01st Class Mail OPick up ®Delivery oFed Ex Hyannis, MA 02601 Phone: Fax: Subject: BOH Variance Request— Revised Plans No. of pages to follow: Proposed New Sewage Disposal System with Tight Tank 6 Gray Water System 6 Associated Site Improvements Marie Souza ua 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Plans 0 Copy of Letter ❑ Specifications ® Other We are sending the following items: Copies Date No. Description 5 11/23/16 Perc-Rite Certification for General Use (2) Wet 6 (3) Rev. 9/30/19 C2.1.1 Coastal Engineering Co., Inc. Plans Showing Proposed Sewage Disposal Copies System Upgrade (2) Wet 6 (3) 9/30/19 C2.4.1 Coastal Engineering Co., Inc. Sewage Disposal System Details Copies These are transmitted as checked below: for approval ®for your use [:]as requested for review a comment Remarks: Enclosed, please find copies of the revised plan, details plan 6 Certification for General Use for the above referenced project. If you have any questions, please contact our office. cc: Marie Souza By: Sarah Cole John Schnaible, Project Manager NOTE:If enclosures are not as noted,please contact us at(508)255-6511 Commonwealth of MaO a.ch'Llis tts -_ Executive Office.of Energy&Environrn.enta! Affairs Qepartment of Environmental Protection On W n Street Bostcin,(VlA©2108- 17492- 5 Charles[].Ba.ker Matth,O A,t3eatoo Govemon secretary Karyn E.:;:Polita Martin Suubero Lle.utenant Govemor Commissioner �T � CERTIFICATION FOR:GEhERAL'USE Pursuant to Title.5, 310 C1vIR,15.000 Nazne and Addressof Applicant: Ainerican.`Manufacturing Coinpany,,Inc. 22011 Greenhouse Road,PQ;$ox 9.7 Elkivood,VA 22718 Tradename of technology and model;' PERC-RITE Dnp Dispersal.System, Models QM(WD),ASD 15,:ASD�25 &ASD-40 (hereinafter;called the."ySystern'): A schernate drawing of a typical System,:a Design Manual; an inkallation Manual,and an inspection checklist are•part of this Approval. Transmittal Number..: X20379 Date of Issuance: " March 15,2007,,revised>November 23,2016, Authority for Issuance Pursuant to Title 5 of the,State Erivironri ental Code,3,10 CMR 15.000("Title F or"the Code"), t e Department of Environmental Protection lie eby issues this Certification for General Use:to: American IVianufacturing Company, inc:, PO.,Box 97 Elkwood, VA 22718 inafter"the' Company"), for the".Syste> described herein- Sale arici use of the System are:conditoned on and subec."t;to compliance by the Company,the Desigmei;the Installer,the Servrce Cintractor, and the System Owner %rth the terms and conditions set forth below Any noncompliance with tile: terms or conditions of this Certification constifi tes;a Violation of 3 1:0 C1VIR 1 S.ObO: November 23.2016 David;Ferris,Duector Date Wastewatei'Managemerit Program Bureau of Water Resources Ufsf66rrp40gn is.:availabtein alternate format,Cali Mithdo Waters-Ekanem Diversity Di>•ectbr,if01-2E2-57S1.'T7YA MassRelay 5en=ice 1 8DD`-A39.2374 A9ass0ER tNetisite wvrvr;.mass.y�v.-dep Pnnted..on.Recycted Raper r Certification for General Use Page 2 of 15 PW79ITE Drip Dispersal'System—Much 20,2015 I. Purpose 'I". Department approved,Drip Dispersal Systems provide.alternatives to.a conventional, leachnig system and alteinatives to some of the other design requirerrrents of Title 5. 2. This Certification is for the installation of a System t6 serve,a facillty for Which a site evaluation in compliance with 31.0 CMR.1.5 000 has been approved by the.Approving Authority and the site meets the siting requirements for new construction... 3. This Certification shall not be used for the installation of a System to upgrade or replace an existing failed or'rroneoforming system,unless the facility meets the siting requirements for new construction,;including a reserve:area..All otherproposed upgrades utilizing'this System shall.be in.conformance with the Remedi`a1.Use .Approval issued by the Department for this System:. 4. With the other applicable permits or,approvals that may required.by Title 5,the Certification for,General Use authorizes:the:,*stallation and use of the System in Massachusetts. All the provisions of Title 5,including the General Conditions,for Alternative, Systems(31.0 C vIR 15.2$7), apply to the sale,design, installation,and use of the Systen;, except those provisions that specifically have been.,varied t s .Approval. S. .Provided that the local approving authority approves the System in confor-Inancewith the De ift' 's General Use Certification for the System,Department review and approval:of the site-specific System design and installation is not required unless the: Department deterinines on a.case-by-case`basis,pursuant to its authority at 310 CMR 15.003(2)(e),that thepioposed System requires Department review and approval. 64. Tl e Department has determined that the System is equivalent to a:pressure distribution system designed in accordance with.the.Department's Pressure Distribution Guidance. Il: Design and.Instahation Requirements 1: The Drip Dispersal Systern;may only be used.for disposal of wastevv°titer effluent from a Title 5°septic tank meeting the most current standards for new consttuction or from a seootidary treatment;unit Certified for General Use by the Department. Ia addition to he requirements of this Approval,when a secondary tre'fifth ht,unif precedes the Drip Dispersal System, the;Designer,the Installer,the Service Contractor; and System Owner shall be responsible for compliance with the regmrements ofthe Department's secondary treatment unit Certification.. 2 The$ystem is a pressure distributed sub surface'wastewater drip dispersal(disposal) systern that replaces a conventional soil absorption system(SAS) 'The System is: designed to distribute septic tank or secondary effluent Arid pressure discharge it at;a depth of at least 5 inches below finished grade. The System includes:a pump; control panel,a filter module/hydraulic.unit and drip dispersal zone(s)with drip tubing incorporating discharge errtters.,The dispersal zones)include small diameter flexible I i , Certification for General Use Page 3 of 15 Pr RG=RITE Drip Dispersal System—March 20,2015 polyethylene tubing with pressure,compensating;emitters. The emitters operate on a pressure.differential across the emitter,with wastewater.discharged iri small;doses. Dispersal field closing is timed and controlled electronically to provide pre-programmed volumes of.effluent for discharge to each dispersal zone(s). The System allows periodic backwashing of the filtration system and forward-flushing of the dispersal.`tubing c�ith the flush/backwash effluent conveyed by return line to the septic tank.The System may include single(the QM/WD model)or two-stage(the ASD models)automatic backwaslung disc filters within the ffter module and air vents in eacF :cHspe sal 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 totalizing flow meter. 3. The System.shall include the following: a) Pumps capable of providing pressure of 10-60 psi,throughout the dispersal zone(s).Each drip dispersal zoneshall be dosed a minimum of four times per day; or,as recor�imended by the Company. Duplex pumping shall beprovided for facilities with design flows of 2000 gpd or greater... The pump chamber;combined_ with available storage in the pretreatment units, shall provide at least one-da} storage, as required K Title 5> 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.o the sepric tank,. d) Air vents in;a ibnee 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 fi eezing; 0), Drip tubing'hnes;installed as level as possible on contour and a minimum of 6 inches below finished grade. Drip line spacing is typ cAlly`24 inches with drip tubing emitters spaced 24 inches on center.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"ends)of each drip dispersal lateral within a zone. All drip-line flushwater shall be conveyed back to the pump tank.a separate "settling tank or to septic tank, D The dispersal area shall riot be installed under a paved surface,..or:in areas of routine traff c,parkmg orstorage of heavy equipment. In additibn`no planting or Oil excavation shall be done in.or within 5 feet of the drip disposal area after its i1.nstallation.The system may be,designed to allow for installation of drip tubing up to five feet from a building cellar Mall. g) No change in existing surface slope over the dispersal field is required: 4. The System maybe installed in soils with a percolation rate of up to 60 minutes per inch (IVtPI)in Mass I;II,III;ar Iv soils,subject to"the restrictions of the Approval. The Certification for General Use Page 4 of IS PERC-RITE Drip Dispersal System—March'2D,2015 System shall only be installed in Class IV soils,as defined in 310 CMR 15 243,when the design has been reviewed and certified by the Company(see Paragraph V.3). 5, The System may be installed in the A,.B or C soil'horizon or in fill material meeting the current Title 5:specifications,at a depth of at least inches below,but.not more than,24 inches below the finished.grade. The use of the A horizon(or fill material)shall not be included in the determination of the required minimum of 4 feet of naturally occurring pervious material. ,For proposed installations in the A or B soil horizon,a soil:evaluation shall beperformed to determine whether or not these soils are the mostrestricii.ve layer and the appropriate loading mate for the design of the Drip Dispersal System. The soil evaluation of the A and-8 horizon must be acceptable to the local approving authority and may include,but not necessarily be limited to a sieve analysis or a modified shallow percolation test. 6. The rninimum effective dispersal area provided for the System shall be based on the soil loading rate(gpd(sq.ft}derived from the Company's Design Guidance or the limitations imposed by this Approval,whichever is more stringent. 7. The tffective dispersal area shall be calculated as,the bottom area of the drip tubing system.. No sidewall effective dispersal area credit shall be given for Drip Dispersal Systems. 8. The effective dispersal'area provided by each emitter shall not overlap with the effective dispersal arca'provided by an.adjacent emitters 9. The effective dispersal area shall be a maximum of 4;square feet per emitter(2 feet by 2 feet},provided that adjacent lines.of the tubing are spaced at least 2 feet apart and.the emitters'are at]east 2 feet apart along the length of the:tubing. 10, The minimum spacing between lines of drip tubing shall. be 12 inches: The total number ofemitters in the effective dispersal area shall not exceed one emitter per l square foot of the effective dispersal area. I L The System may have.a Iayout which is different than a conventional system in term_ s of shape. Accordingly,a reserve area must be provided that meets Ahe dimensional requirements of a conventional soil absorption system usmg either standard or pressure distribution loading rates. 12, Prior to using Perc-Rite Drip Dispersal for new.construction,the record drawings submitted to the Approving Authority shall demonstrate that both a primary and.. reserve area for a conventional'SAS`:can be designed for this the property,including both a primary Iand a reserve area. Once it;has been determined.that a conventional system can be,constrircted the;recorl drawings cart then depl6t.the location of a primary-Pere-Rite.Drip Dispersal system,sized per this Approval,which would be constructed. Na additional Pere Rite Drip Dispersal xeserve area need be depicted. Tl e System Owner shall not`construct any permanent buildings or structures or disturb the site:.in:any manner f except for installation of.drip tubing)on the approved conventional reserve area in a';manner that would prohibit installation,if needed,of a fill-sized conventional SAS. Certification forGeiteral Use Page 5 of 15 PERGR A Drip Dispersal System—March 20,2015 1.3. If additional,drip tubing is installed in the future.,the effective dispersal area for each. eycisting and new e-mitter'must be;recalculated based on the new separation distances and. the.requirerpents above: 14.Residential Systeins less than 2000.gpd,Alternative Desigir Standard.to 3:10:CMR 15:242(lam `Effluent Loading Rates—For residential Systems.with design flows less than 2000 gpd,the required effective dispersal area;may be reduced up to 50 percent when using the:loading ratesTfor gravity systems'of 310 CMR 15,242(1)(a);provided. `that the Drip'Disp:ersal System is preceded by a secondary treatment unit with General. Use Certification that allows for a 5.0%reduction ineffective Ieaching area.: Any reduction in effective:.leaching area shall be in accordance with the requ'ments`and. .limitations of the secondary treatment unit'General Use:Certification and this Certification. : in addition to the:reduction allowed under the, secondary treatment unit General Use Certification. ,For residential design flows;of 200'6 gpd or greater and for all nonresidential systems,no reduction in the effective dispersal area is-,allowed The record Arawings must indicate'an area for a full-sized conventional primary SAS` arid.the area for a f.l sized conventional reserue;SAS are for the sole purpose of. upgrading the on-site sewage disposal system in the future,if necessary,without any increase in.flow.. (The effluent loading rates provided in 310 CMR 15 242(1)(b)for pressure distribution may be of lized;but no reduction im the effective leaching area may be ;taken when'using these.load ng-rates,as stated.in the-regulation.) 15.The supply lines, drip tubing manifolds,and headers shall be sloped to allow effluent-to drain back to the effluent-purrrp (dosing)chamber by gravity to prevent freezing or installed at a;iepth of least,four feet. The drip tubing and shallow manifolds shall be designed to drain into.`the soil.upon;completion:of the pump cycle. 16.For"Systems with a design flow. of 2,000 GrD or_greater the System shall be equipped with a flow meter and autonatrc remote telerrretric.noti:fication to the Service Contractor. 17 Except for septic tank covers which are not required to;be at grade,_the frames and covers;of all.outer,access manholes`and ports ofthe System components shall.be watertight,made of durable material,-and shall be urstalled and main ained,at grade,to allow`for necessary inspection, operation- sampling'and maintenance access. Manholes brought;to fmdl-. 618.11 1 be secured to prevent unauthorized access. No'structures which could interfere-with performance, access,;inspection,pumping, or repair shall be located dir ectly upon;or above the access;locations... 18..:The System shall be equipped with sensors;and high- evel alarms to provide notifcaton to the Sy_Stem Owner'and Service Contractor ofa higtn:vater situation due to pump. failure,pump control=failure,Ioss of power or system freeze up.The;control panel including alarms arid.controls shall,_be mounted in a location always.accessible to the service Contractor: r Genifieatioh for.General Us.e Page b of 15 PERGRITE Drip Dispersal System—March 20,2.015 19.The System does not require a five foot over dig as indicated at 310 CMR 15.255(5):. 20: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:. 21. System unitmalfunction and'high water alarms shall beconnected to Circuits separate from the circuits to the operating`equipment and pumps. 22.:Any"System structures with exterior piping connectroris located within 12 inches or below,the.Estimated Seasonal High Groundwater elevation shall have the connections made watertight wrt.jibopfene seals or equivalent:: 23.Installation of inspection ports.as described in 3l O CMR 15.240(13)is not.required for thus System.. ,24.,Upon submission of an application for.a Disposal.System Construction:Permit (DSCP),the Designer shall provide to the local,Approving Authority: a) for anyproposed:ron-residential System,any System to be installed in Glass IV soils,;or any residential.:System with.a design.flow 2,000 GPD orgreater, certif cation bythe. Cpmpany as specified in Paragraph V3; b) certif cation by`the Designer that the design confoniis to the Approval,the. Cornpany:Design:Guidance, and the Code, and. c). a certification, signed by the Owner of record forthe propertyto be served by` he Technology, stating that the property Owner: i): has been provided a co py of the Approval,th.e Owner's Manual,and the. Operation and Maintenance Manual and the Owner agrees to comply with alt terms and conditions;. ii) has been informed of all the Owner's:estimated;costs associated with fhe operation including;when applrcable:power consumption,maintenance, recordkeeping.;reporting, and equipment replacement;. ED, understands the requirement for a.;service contract;; iv) agrees io.fulfiH his responsibilities-to.provide::a Deed:No1.ice as required by the Approval; agrees to fulfill lus responsibilities to provide written riohfication of the Approval to any new Owner;as required ly 310 CMR 15.287{5} vi) if the desigli does notprovide far the use of garbage.gmders;the restnetion.is understood aid accepted; grid vii) whether or not covered by a.war.ra ity,.the,'System Owner,understands the. requirement to repair;replace,modify or take any other action as required by the Department or the local Approving Authority; if.the Department or the local Approving Autl onty'determ Iles the.System to`be failing to protect. public health-.-and safety and;the en ronment,as:defined in.310 CN1R 15 303. Certification for General .Use Page 7 of'15 PERC-RITE Drip Dispersal System—March 20„2015 .25: The System Owner and the:Designer shall not submit to the local Approving Authority a DSCP 4mlic6tion for the use of`a Technology under this Certification if. the Certification has been rep%iced;reissued,suspended,or revoked by the Department prior to the date of application..The Certification continues in effect until the Department revises,reissues, suspends,or revokes the Certification. 26. The System Owner shall not authorize or allow the.installation of the'System other than by a person certified bythe.C,ompany to.install the System.. 27.Prior to the commencement offconstruction,,the System.Installer must certify in wrriing to the:Designer,-the,local Approving Authority, and the System QAt6f..that. (,$)he is a locally approved System.11.1 stallerl and has been certified bythe Company as-. qualified to install the System;. 28.:Except wherejheApproval specifically states,otherwise,_the Alternative System shall"be: installed in a.manner which does riot intrude on,replace;or adversely affect the operation of any other coimonent:of the subsurface sewage disposal system, 29. Drip tubing may be installed with a"vibratory pl(jw,a static ploy✓;a narrow trencher:(<G" width),by hand trenching,,or.by scarifying the surface and bedding the drip tubing in clean sand meeting the cuixent requirements for fill,material,inTitle 5 uiith 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: 30. Driptubing shall not-be installed when soils are frozen or saturated. taal t ,ding ntrcton3 ThInstaller shall mamamo m raopyothe approved plans,the..Owner'S manual;the O&M manual, and a copy of the Approval, 32 :Prior to the issuance of a Certificate of Compliance-for the System,the Companyor'its designee shalI.submit:16 theaocal approving,authority and.theSystem Owner a signed certification that the Alternative System has beef installed iii°accordance with the Company's requirements,the approved plan, and:the Approval This certification in no way changes;the Title 5 requirements for the Designer and Installer.certifications. 31 Prior to the issuance.of a Certificate of Compliance by the local.ApprovingAuthority,. the System Installer and Designer must provide,in addition to the certifications: required by Title 5, certifications in writing to the local Approving Authority that the Systemhas been constructed m compliance.with the terms of the Approval. 34. The Department has no't deteirii led that the performance of the-System will provide a level of protection to public health and safety and the environ ment that rs at least equivalent to that of a'sanitary sewer system: a) If it is,fcAsible to connect a new or existing:facility to the sewer,the Designer shall>not propose an Alternative System to,'serve the facility and the facility Owner shall not install oruse:an Altermtive:System;and Certification'for General Use: Page 8 of 15 PERC-RITE Drip Dispersal System—March 20,2015 b) when a sanitary sewer connection becomes feasible after an Alternative System has been installed,the;System Owner shall connect the facility served by the System to the sewer within 60 days of,such feasibility and the System shall be abandoned in compliance with current Code:requirements,unless a later time is :allowed in.writing by the Department or the local Approving Authority. III; Operation and.M.aintenance. 1, To ensure pi`oper operation and maintenance(O&M)of the:Systems the System Owner shall enter'ifito an�0&M Agreement with a.qualified Service Contractor whose name appears on the Company's current,list of Service Contractors: Prior to coitvnencftent of construction.o..the System,the System Owner-Shall provide to the local Approving Autlonty.:a copy of a:signed O&vi Agreement,- 2, From start up and thereaftety:the:System:Owner and.Service;Contractor shall be. responsible:for the:proper operation and maintenance o f the System in accordance wil tl i" Certification the Designer's O&M requirements;the Company's 0&M requirements and the.requirements flf the local Approving Authority1. The System.. Owner and Service Contractor shall be responsible for;compliance with all monitoring and inspection requirements. All inspection,operation,maintenance; and monitoring requirements remain in effect until the conditions are modified,terminated,or, superseded by.a new Approval. I Prior to issuance of Elie Certificate of Compliance;:a clean water test of the,Systein shall be perfbr bed in the pxesence of.a any representative.and the:Service Con tractorto check: for leaks and for the proper distribution of effluent and to ascertain and verify system design flush and dose rates: The local approving authority shall be given adequate notification and opportunity o witness the clean vwater.test,or at their discretion,may accept a.letter;from the.Company representative cert fy ng-that the S.ysten operated properly driring the:clean watertest. 4. For design flow rates of less than 2OOQ gpd,the Service Contractor shall inspect and service the System.at.least:annually; in,accordance.with,Company requirements and checklist:; 5: For actual or design flow mates of,2,000 gpd or:greater,the System shall be inspected and erviced_atleast quarterly;consi tent witli:the pre ssure distribution;inspection :requirements of 310 CMR 15.254(2)(d)and in accordance with Company requirements .and chec.I kIJ st: 6. Ate rniniinum,the-Service:Contractor shall clean the effluent tee filter according to:310 CMR 15 227(7), inspect pumps, controllers,air relief`valves;,and other system filters; and provide service, as necessary. tertifi*catibn fbnG&Oral Use Page 9 of 1.5 PFRC-R-IiE Drip Dispersal System—March 26,2015 T Each time an Alterndtiv&System is visited by aService Contractor the following shall be recorded at.a minimum`. a) date, .time,11 air temperature,r d weather, b) observations for obieotionablie odors; . 0 t c) observations fbrsigns�of:breakout ofsanitary se-Wage in the vicinity the ' Alternative:System;: d) identificalion of any apparent violations of the-ADDrovAl-: e), since thelast inspection,;whether the system had been pumped with date(s)and Volume($)p4tnped- 0: sludge depth and:scum.1 thickness,; f measured; . measure, 'g) when responding. to alarm events,the cause of the alarm And any ;steps:taken to address the-,alarm and to preylent prreduce:.t.e likelihood of future similar alarm eV.erits;;� h) any cleaning and lubrication peirfiormed,, :i ,any .,0 f.control sp settings,ngs,as recommended A necessary- tt' ed of deemed necessary; testing of p i es, aarms, as, .ecommende d o deemed necessary;, r k) 0 omponen s,not, nction,1�9_49: e on o, an equ cation f t fu' �pmen. 41 pf or desigped:, parts.replaCements andjelasonfi em.e... for rep, ,aftd or pepjac nt ,m)jWther corrective actions.-recommended, if any: Unless directed by the:.loqal:,Appr, y ng_Apthofit to s..tem OWxiei shall d mffiediately cease:discharges or.haive wastewater-1auled off-site,if at d' th t the Alt' airytrine.i.unn e:oDera ion,q e efnatjveSystem,t ,e4Y9tdM_h is`m.failure as describe&*m 3,MCT&15.303(,I)( I or:.2 backing up`into facilities or breaking kii tt ng N o the surface: e. IV. Additional SystemOwner andSeivice Contractor Re quirements I Prior to commencement, f construction of and after 6 & or registering the Deed Notice required by 310C.MR 15 287(j 0)j:1tfie:S ystem Owner, shah provide:tol.e.local kA. pprov m.� otit.yi copy o opy0 f 4 certified R tr 0 th tic' b i 'g- .09k,jarI4 Pagd1of�y 0 py o XQ i t _ear.n th p b w document,number;and ifthe property-As unregistered land'.a-copy ofthe-System Owner's deed to the PrOpOty as recorded,at the Registfy,b marginal :�dfdfenc, t, eanng a. l e on the System. Owner's deed to the property`:, Oft shall.be in he. I " The'W�46.'bc�re.cordeds tht�:� f t W I 11_ ' ice provi,a._qd.:by the epartirient, .2,4 P 0 i.qt.he.property served by Prior to gn S' A the the System ss,essorybtems B Sys tem Own 7(5),6f:aII Certification for:General Use Page 10 of 15 PERC-RITEDrip Dispersal System=March 20 20.15 conditions contained in the Approval to the transferee(s). Ahy.and all instruments of transfer and anyaease5 or iental agreements shall include"as:an exhibit attached. thereto and.made a path of thereof a:copy of the Approval for the System: The System.Ownershall send a copy of such written notification(s)to the local Approving. Authority within I 0 days of giving such notice to the transferee(s).. 3 The S.ystenl Owner shall provide access to the site for the Service Contractor to perform=inspections;.maintenance,repairsi and responding to alarm events,as maybe required by the-Approval. 4. "The System:Owner and the Service Contractor shall maintain an O&M Agreement at alttimes. The.durat on;of-the O&M Agreement shall be at least one year and shall include the following provisions,: a) The.name,of a Service Contractor;who meets the qualifications specified in the Approval, shall be,included; b) The Service C.ntractors responsibilities for inspection;.operation,maintenance, monitoring;reeordkeeping and reporting,as required;by this Approval shall be. :included, c) In the.casc;of a System which is determined..to>be failing to:piotect:publ c heagth and safety and the environment, as defined in:310 CMR 15,303,an equipment failure, alarm event; components not functioning as designed, or vioiations of the Approval,procedures,and responsibilities of the Service.Contractor and System Owner,shall be clearly defined.,including coi 'ective'measures.to betaken immediately. The System Owner and the Service Contractor shall maintain on site,at all tinges, a copy of the O&IVI Agreement;the approved design plans;the.QWners Manual, and. the O&M I Manual;: 5. The Service Contractor shall.subtrit,to the System Owner the 0&1VI_report and inspection:checklist within 60 days of any, site visit. 6. The System Owner and the Service Contractor shall maintain copies of the Service Contractor'§1 O&M reports, inspection checklists,and all reports and notifications to the local Approving Authority for a inuunum of three years. 7. Upon determining that the System is m violation:of the Approval or the-System is failing to protect public health and safetyand the environment, as defined n_3,10 CMR 15,303,the,Service Contractor shall notify the System Owner immediately S. Upon detenin ng that the Svstern is failing to protect public,health and safety and the eAv.ironinent,as defined in 310 CMR.15.3.03,the.System Owner and the Service Contractor shall beresponsible for the notification of the local Approving Authority within 2 .hourss of such determination. 9. In the case of a Systerri hat has been deteritined to be failing to protect public Health and.safety and"the environment,�an equipment failure,alarm event,components not functioning as designed, components not functioning in accordance with Ceitifcatioo for General Use Page,i;l of 15 PERC-RITE Drip Dispersal system.—March 201,20I5 manufacturers"specifications,or viol ations ofthe Approval,the Service Contractor shall provide written:notif cation within five days, describing-corrective.measures to the System Owner,the local board of health, and the Company and:may onIy propose or take corrective measures provided that: a) all erii&&hcy repairs, including pumping;.shall be in.accordance with he: luri tahons-arid pelt itting requirements of 310 CMR 15.353 b) the design of any repairs or upgrades are consistent with th&System Approval; c the desig n of Anyxepatrs or upgrades requrnng a DSCP shall be performed by a Designer who is a'Massachusetts Registered Professional Engineer or a IVlassachusetts Registered Sanitarian,provided that such Sanitarian shall not design a system with a discharge greater than 2,000 galiorrs per day.. d): the installation shall be done by an Installer with a currently valid Disposal System Installers Permit and the Installer shall be certified by the Company as qualified to install.the Systeni .. The System Owner A. 11 also';be responsible for ensuring written.notifieation is provided within five days to the local,board of health. 10 The System Owner.and the Service Contractor shall,provide written,notification to the.local_Approving Authority within seven days of any cancellation,expiration or other change in the tennis and/or conditions of a required O&M Agree rent with a Service.Contractor. The Service Contractor shall provide written notification to:the Company within seven daysof any.cancellation,expiration orother°change in the terms and/or conditions of a.required O&M Agreement.. 11.By`February 15th of°each year,the Sys"tern Owner and the Service Contractor shall be responsible for submitting to:the local Approviit Authority.all 0&lvI reports and inspection checklists completed by the Service Contractor during.the previous 12 months. l2 B:y February 15th of each year,the.Service Contractor shall be.responsible for submitting to theCompany copies of all 01 M reports including alarm event responses;violations.of the Approval,inspection checklists coinpieted by the Service; Contractor,notifications of,system failures, and reports of equ�pmerrt replacements with reasons.during the previous 12 months. 13, The Service Contractor shall. notrfy m totekerms and conditions of the Approval within 30 days ofany changes, 14.Within one year of an changes to the term and conditions of the Approval,the System Oivrier shall atnend, as necessary.,the O&M Agreemerttxequired by Paragraph lII;1 to reflect the;changes to the terms and conditions of the Approval. 15.To deteiriitne whether cause exists for modifying, revokng,orsuspendingthe Approval or to determine whether the conditions of the Approval have been rnet, the System'Owner shall furnish the Department any:information that the Department requests regarding the System, within 21 days of he date of.reeeipt of that request: Certification for General"Use Page 12 of 15 PERC RITE Drip Dispersal System.—March 20.;.20115 16. The Approval shall.be binding on the Systein Owner and on its agents,contractors, successors,-arid;assigns,including but not.lirnited to the Designer, Installer, and Service Contractor. Violation of the term :and conditions of the Approval by any'of the foregoing persons or entities,,_respectively, shall constitute violation of the Approval by the System Owner unless fhe:Department.deterniines'otherwise. V, Company Requirements 1._ The Ap pro val.shall.only•apply to model units with the same model desi griatioris specifed,in the Systein Approval`and meet the.same specifications,:operating requirements,and plans, as:piovderl by the Coinpany or"its.authorrzed,agerit at the time of the application. Any proposed:modifications of the units,installation requirements; or operating requirements shall,be"subject to the review of'the Department for:incluson under a modification of the Approval. The Designer shall .be responsible for the;selection of the appropriate model unit except,for systems of 21000 gpd or more;,the Company or its authorized agent shall e responsible for verification of the appropriate model unit as part of the review of proposed installations under a.General.Use Approval. 2 Prior to submission of an application:for a.DSCP the Company or its authorized agent shall pi ov de to he Desigrer:and the System Owner; a) All desrgn;and ristallatan specifications and:iequrements b An operation and`maintenance manual; including; an inspection checklist; i) ::recommended.inspection.acid maintenance schedule;. iii)_ monitoring (i,e,.water use); iv) :alarm response procedures and troiibleshooting`procedures; c) An owner's manual, including alarm response procedures; d) Estimates of the Owner's costs associated with the operation including, when applicable:power consumption,maintenance?recordkeeping,reporting,and equipment replacement; e) A copy of the Company's warranty, and. f) Lists of certified Installers and:trained Service Contractorss;. Prior to the submrss ari of an:applicatrori for a�D.SCP,"for all rioiu�esidential Systems; all Systems to:be installed in Class IV soils, and all Systems with design flows`of 2 000 d or seater,the Com an or its authorized agent shall submit to the gP. g. p y g Designer and the$ystem 4wnery a certification h the Company or its authorized agent.thatthe'design conforms to the Approval and all Company requirements and that the:proposed use of.tlie Systeni.is consistent with the,.Systein's.capabilities. The authorized agent of the Company responsible�for the design review Ihall have received echriical training iri the Company's products. 4. The Company",mustmaintam:programs of training and continuing education for Service Contractors: train ng shall be provided at least annually.. ::If the Company Certification for General Use Page 13 of 15 PERC-RITE Dnp Dispersalsystem—Mai6 20,2015 requires trained Designers and Installers the Corripany of its authorized agent;shall. institute prograins of training and continuing education that is separate from or, combined with the training for Service Contractors. The Company or its author zed. agent shall maintain, annually update,and make available by February 15`1'of each year, lists of trained Service:Contractors, certified Installers and, if training is provided;tr atned.Designers The Company or its authorized agent shall certify that the Service Contractors and.,.if training is provided,.Designers and Installers on the lists have taketi;the appropriate training andpassed the Company's training, qualifications,- The Company or its,authQrized agent shall further certify that the Service Contractors onf the list have:submitted to he.Company all the reports required by Paragraphs.TV 9; 1 ,and.12;. 5. The Corripanyor its'authorized agent shall not re-certify a Service:Contractor if the Service Contractor has not complied with the report4pg requirements for thepreviou's year., 5. The Company oi its authorized agent shall:not sell the System to an Installer.unless the Installer is certified to install,the.System by the:Company or its authorized.agent: The Company or its authorized agent shall require,bycontract.that distributors and. resellers of the Technology shall not sell the System to an Installer unless the Installer= is certified to install the System by the Company: 7. As part of any training,programs for:Service Contractors,Installers;or Designers, the Company or its authorized agent shall provide each trainee with a copy of this Approval with the design, in 0&;M, and:owner's manuals that were submitted as p.art of the Approval. 8.. The Company shall provide,in printed or electronic format the.System design, ;installation,0M,1,and Owner's manuals,'And any updates associated with this System Approval,to the System Owners, Designers, Installers. Service Contractors.;vendors;. resell, s,,and distributors of the System. Prior to publication or,distribution in lvlassacliusetts the Companyahall submit to the Department for review a copy of any proposed changes to the manuals)with reasons for each change, atleast 30 days prior to issuance, The Company sha11 request Department approval for any substantive changes which may require a.modificatron,of the Approval, 9 Prior to its sale"of any;System that tray lie used in Massachusetts?the:;Coiiipany shall provide4he purchaser with a copy ofthis Approval with_the System design,installation, O&M,:and Owner's manuals: In any:contract for distributiodor sale of the System,the Company shall.require the distributor or seller to`provide the_purmaser of a.;S ten for use in Massachusetts with copies of these docuncients prior to Iany sale of the System. 10.To.determme whether cause exists for modifying;revoking,or.suspendirig the Approval or to:determine wheth&the conditions of the.Approval have been met;the Company shall furnish the Department any information that:the Department requests regarding the Technology within'21 days of the date of receipt pf that request: CePtificatioi for General Use Page 14:of 15 PERC=RITE Drip Dispersal Systeii —.March 20,2015 11. Within 60.days of issuance by the Department of a revisedApproval;the Company slalpdwteri. tcoo chaesthelv rtn no Approval'to:all Service Contractors servicing existing installations of the System and all distributors and resellers.of.the:System _12. The Company:shall provide Witten notification to the Department's Director of the Wastewater Management Program at.,least 30 days in advancQ:of the"proposed transfer of-ownership of the System: Said notification shall include the naive and address of the proposed owner contauung a spec ifrcdate of transfer of ownership, respons bility ;coverage and liability between tt'e#n.. All provisions of this Approval applicable to.the.Company shall be applicable a`successors and assigns of the Company,unless the Department determines.otherwise.. 13:The Company shall maintain copies of.. a) the Approval; l) the installation manual specifrcallydetailing procedures.for installation of its System;. c): an owner's manual, including alarm response procedures; d) an operation and maintenance lianual,including; i). an inspection checklist; u) recommended inspection;and maintenance schedule; monitoring requirements,i£::any(including water use::aid poi er consumption when required), ro alann-response procedures and troubleshooting procedures, e). estimates of the operating costs.provided to the.Owner including,when applicable; power consumption,'.maintenance;recordkeeping,reportih ;and equipment replacement D; 'a copy..of the Company's warranty,,,and g). lists of trained Designers(if any), certified Ifistallers, and trained Service Contractors,. 14.The Company shalI maintain the:following`additional information for the Systems installed.in Massachusetts and make it available to the.Department within 3 0 days of a request by;the Department: a) the address of each facility where the-System:was installed,.the Owner's name and mailing address (if different),the type of use;(e:g.residential,comrnerc,al, i itutional, etc.),the design flow,the model installed; b) the installation date,startup date,current operational status; c) the name of the Service Contractor, noting any cancellations or changes to any S.ervice-Contracts and d) copies by of all Service Contractor records submitted to,the Company;including all o, reports with alarm event'responses;,.all monitoring results,inspection 11 Certification forGeneral Use Page 15 of 15 PERC-RITE Drip Dispersal System-March 20,2015' checklists completed bythe Service Contractor;notifications of system failures; and reports Of equipment replac.elnents with reasons. 15'. The Approval shall be binding on the Company and its—officers employees,Agents., contractors, successors, and assigns, including but not limited to dealers,distributors, and.resellers. Violation ofthe terms and conditions of the'Approval.;by any of the. foregoing persons or' entities,.respectively,shall constitute violation of the Approval by the Company unless the Department detei iines otherwise. VI. General Requirements 1_ .Any System for which.a.complete Disposal System Construction Permit("MM), Application is`subm tted while is in effect,may be permitted, installed; and.used in accordance with the Approval;unless and until: a) the Department issues:modifications or amendments to the Approval which ,specifically affect the installation or use of::a System installed under the Approval for the System;,or b) "the DepW nent,the local approval authority,or a court requires the System to be modified.or removed or requires discharges to the Systein to cease. 2 All notices and documents required fo be subiuifted to the Department by the Approval shall be submitted to;; Director Wastewater TvMnagem.,t Program. Department of Eiiviroraunental.Protection One Winter Street-5th floor Boston, Massachusetts 02109 3 The Department may suspend,modify orrevoke the-Approval for.cause,including, but not limited to,non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or.any change in or dscoveryof conditions that would constitute grounds for discontmizance of the.Approval,,or as necessary for the protection of public health,safety;welfare or the environment, and as.authorized by<applicable law. The Departmentreserves its rights to take.any enforcement action authorized bylaw with re"spect to the:Approval. and/or the Systein.against the.Company;a System Owner,, a Designers an Installer, and/or. Service Contractor. a O v s 3 I m a � A _ � m I � o 2V 41 i I I � O a I § A i V A — N �Z� Q�N I m D F O I - X I a c —Ni 8 D z I o N A Po I D-0 _Z m� I CA I V © N 168 LONGBEACH ROAD =a w 0 CENTERVILLE,MA "�a <' Z;Z ila:lR1 n�, z f i r n 0 I a I p I I I R 1 I I I I �_ I I 1 I I 7 I A 1 m 1 0 1 I g � I , I I � r I on m �G 7G / I / I / A / I I I 1 m � I A .01 I I — NUw I T A J T I I m I I D 0 1 I I m ---------- x N z �0 m A li r O O N A D �O �s _ Z �s N o Em ge WE a z —� ® 168 LONGBEACH ROAD P � � �����' �� q D 0m ® CENTERVILLE,MA® _$$yfn S 3' uo >_ i�Fli9 3 8 9 z 1 ACME PRECAST CO . , INCM PLAINT ADDRESS; 590 THOMAS S. LAINDERS ROAD, WEST_FALMOUTH, MA. 02536 MAILING ADDRESS; P.O. SOX 2034, TEATICKET , MA. 02536 PHONE (508) 548-4607 FAX (508) 548-1664 TOLL FREE 1-800-560-9949 13' 7' ® ® PRECAST IT M## ST252 AAR CME PRECASTCO . , INCE PLANT ADDRESS; 590 THOMAS B. LANDERS RD.WEST FALMOUTH MA.02536 MAILING ADDRRSS P.O. BOX 2034 TEATICKET MA. 02536 PHONE (508)-548-9607 FAX(508)-548-1664 TOLL FREE 1-800-560-9949 13' ® 0 PRECAST 2,500 GALLON SEPTIC TANK I (3) - 24" CONCRETE COVERS 7' Optional - Watertight Boot Seals I I Exterior Dampproofing and Seam Wrap Baffles, Extended Bases, Pumps and.Special Openings L -_————— J NOTE: Seam sealed with L( (3) -8" INLET 1 1/4°' x 3/4" Flexible Butyl Rubber Sealant 3) -8" OUTLET KNOCKOUTS KNOCKOUTS 811 31-211 I 611 3" � 51-911 5' I I I LIQUID I 5'-6" 3'-11 1/2" I I LEVEL I I I I- 13' 7'--- 1 I„ _IIle 6 IT E M## ST252 SPECIFICATIONS PRODUCT WT. 31,300 LBS CONCRETE MINIMUM STRENGTH: 5,000 p.s.i. @ 28 DAYS 310 CMR 15.228:(1) Septic tanks shall be installed level and true to STEEL REINFORCEMENT: ASTM - A-615 - 68, GRADE 60 grade on a level stable base that has been mechanically compacted DESIGN LOADING: STANDARD UNITS: AASHO-H-20 and on to which six inches of crushed stone has been placed. I TOWN OF BARNSTABLE LOCATION /G Lono R=LQb, RJ2 SEWAGE# 'ZOZO - 119 VILLAGE C_cr,A cr u;11C_ ASSESSOR'S MAP&PARCEL ZoS•008 INSTALLER'S NAME&PHONE NO. B 4,3 EXCcLy a.A;o^ - (4` ,)- 0L53 SEPTIC TANK CAPACITY /000 cc-1 ST- /00090-1 Pc. 2500 go-1 TT LEACHING FACILITY:(type) 3OO;n Si'-I . o cr c tir A c-:S,4 s4c,,y% NO.OF BEDROOMS . t} OWNER��a�-i c Sac920. PERMIT DATE: i{-ZZ- 20 COMPLIANCE DATE: v 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 F dge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet URNISHED BY At -54'3" G g iufq ; . At -Sy 13 A A3 ALI 34'9" I 20�0A5;; OO [COO] ©' AG- ,3'1'' Al - 3 Z- 12',all 83 • ZySr, y •29 S . 135• y3�9��s BL•S'2'$r, all- TOWN OF BARNSTABLE LOCATION IGR r, SEWAGE# 70 20 • l i e VILLAGE ` CX cr U,•11 ASSESSOR'S MAP&pARCEL IRS•t70 INSTALLER'S NAME&PHONE NO. 9 4,$ Ex r. . a,4.an y1'1 O s3 SEPTIC TANK CAPACITY 1 oa) ST• lam-m .1 PC. 2So0os t ^rT LEACHING FACILITY: z ri♦C 34sA&0ft NO.OF BEDROOMS OWNER_L'�ari PERMIT DATE: y.22. 20 COMPLIANCE DATE: u Separation Distance Between the; Mum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and LeachingFeet Facility(If any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching FacilityFeet (If any wetlands exist within 300 feet of leaching facility) FURNISHED BY Feet IGg ,, A� j� 4l I 54 rccA /�2 S S+d c 4 A4 . 34'9" � AS• zo'-?"At, 13'11 A'I - i3t -1o4 83. 2vs" .04 •29 5,. 85• y3'9 i36 -SZ'S gal ; OAKS 6 N YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND November 27, 2020 Barnstable BOH Re: Perc-Rite Drip Dispersal Installation—168 Long Beach Road,Barnstable, MA This letter is to inform you that a Perc-Rite Drip Dispersal System has been installed according to the approved design plan and MassDEP approval at 168 Long Beach Road. A Perc-Rite technician was on-site during the installation and performed a clean water system start-up on November 17, 2020. The system was designed by Coastal Engineering, installed by B&B Excavation and an O&M contract is with Coastal. Please feel free to contact me with any questions. Sincerely, Rob Sarmanian General Manager 6 Sargent Street, Gloucester, MA 01930 (877) OAKSON-1 or(978) 282-1322 www.oakson.com 6 I r�Y Barnstable KE Town of Barnstable W BARNSTABLK * A&Mer1�C' b : 1�g Board of Health 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. John Norman January 10, 2019 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc: 260 Cranberry Highway, Route 6A Orleans, MA 02653 mF,..Y ( T - A�"! RE ' ` 168�Lon Beach Road Centeruille _ {�jt k A 206 00R 4 n Ys.l._., .,rP Y.."...;r,r FY.gY.µLru S.—at6.n:iG 7l..t�l1+'.t]..(.�-1,fi..t,_11u.ur.r.....1 �} %L, .U^_.4ct .-t.1If�143Hi: k j'.. z.12 a..e'� W .x .i.,v.W Dear Mr. Schnaible, You are granted permission on behalf of your client, Marie Souza, to install a spilt system consisting of a holding tank for toilet and kitchen wastewater and an onsite sewage disposal system for greywater at 168 Long Beach Road, Centerville. The following variances are granted: • Section 360-1 of the Town of Barnstable Code: To install a septic tank fourteen (14) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. • Section 360-1 of the Town of Barnstable Code: To install a pump chamber twenty-three (23) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. • Section 360-1 of the Town of Barnstable Code: To install a soil absorption system twenty-eight (28) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. • Section 360-1 of the Town of Barnstable Code: To install a holding tank septic tank eighteen (18) feet away from a watercourse in lieu of the one-hundred feet minimum setback required. Q:\WPFILES\SchnaibleSouza 168 LongBeach Variances 2018.docx Page 1 of 3 1 1 • 310 CMR 15.211: To install a holding tank five (5) feet away from the side property line and three (3) feet away from the front property line in lieu of the ten feet minimum setback required. • 310 CMR 15.211: To install a holding tank eighteen feet away from surface water in lieu of the twenty—five feet minimum setback required. • 310 CMR 15.211: To install a septic tank seven (7) feet away from the property line in lieu of the ten feet minimum setback required. • 310 CMR 15.211: To install a septic tank fourteen feet away from a watercourse in lieu of the twenty—five feet minimum setback required in Title V. . • 310 CMR 15.211: To install a pump chamber four (4) feet away from the foundation in lieu of the ten feet minimum setback required. • 310 CMR 15.211: To install a pump chamber 21 feet away from a watercourse in lieu of the twenty—five feet minimum setback required in Title V. • 310 CMR 15.211: To install a leaching facility seven (7) feet away from the property line in lieu of the ten feet minimum setback required. • 310 CMR 15.211: To install a leaching facility three (3) feet away from the foundation in lieu of the twenty feet minimum setback required • 310 CMR 15.211: To install a leaching facility eight (8) feet away from a leaching drain, in lieu of the twenty-five feet minimum setback required • 310 CMR 15.211: To install a leaching facility twenty-eight (28) feet away from a watercourse, in lieu of the fifty feet minimum setback required in Title V. The variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) 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 four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\SchnaibleSouza 168 LongBeach Variances 2018.docx Page 2 of 3 (3) All toilets and plumbing fixtures in the kitchen shall be connected to the holding tank. All remaining plumbing fixtures (i.e. showers, bathroom sinks, washing machine) shall be connected to the new proposed onsite sewage disposal system as designed. A licensed plumber shall be hired to ensure the wastewater plumbing is split up properly, with two separate exiting sewer pipes as designed by the professional engineer. (5) The system shall be installed in strict accordance with the plans dated December 17, 2018. The holding tank shall be outfitted with an alarm to alert the homeowner to pump the holding tank. (6) 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 plans dated December 17, 2018. Sincerely yours, Al I *0 Raul nn , [y.M.D. Chairman BOARD OF HEALTH 'D glSll9 '�- Q:\SchnaibleSouza 168 LongBeach Variances 2018.docx Page 3 of 3 r �IWE� 1s DATE: 10/9/18 $95.00 FEE*: $95�60 BARNSTABLE, y MASS. $6 REC.BY: 39. Town of Barnstable A t SCHED.DATE: 6��',3 )d Board of Health , 200 Main Street, Hyannis MA 02601 t.-- Office: 508-862-4644 + Paul J.Canniff,D.M.D. FAX: 508-790-6304 Juni`clii-Saway'a'nab' Donald A.Guadagnoli,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 168 Lone Beach Road,Centerville Assessor's Map and Parcel Number: 206-008 Size of Lot 0.07 Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME:Marie Souza Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Marie Souza Name:John Schnaible, Coastal Engineering Co. Inc. Address:P.O.Box 394,Barnstable,MA 02630 Address:260 Cranberry Highway,Orleans,MA 02653 Phone: 508-790-2000 Phone: 508-255-6511 Fax: 508-255-6700 EMAIL:jschnaible(&coastalen ing_eeringcompany.com VARIANCE FROM REGULATION(Incl.Reg.Code#) REASON FOR VARIANCE(May attach separate sheet if more space needed) See attached letter See attached letter NATURE OF WORK: House Addition El House Renovation LJ Repair of Failed Septic System XXX Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.bamstable.ma.us D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or RS. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters 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). Fee Submitted*$95.00 for the following variances: 1)New construction,2)Septic repairs with increase in flows,3)Proposed I/A or secondary treatment unit(S.T.U.) and 4)New owner/new lessee applying for food,pool or body art variances. Exemptions from Variance Fee: 1)Septic repair without an increase in flow,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman j,p tom. NOT APPROVED TO L i _Junichi-Sawayanagi �pi�f t> REASON FOR DISAPPROVAL P°" `" Donald A.Guadagnoli,M.D. tom— C D:\DOC\C18900\18969\Permitting\BOH - Variance\VARIREQ Rev APR 1-2018-1.docx 1 D �J COASTAL engineering co. October 9, 2018 C18969.00 Board of Health Attn:Thomas McKean, Health Director By: HAND DELIVERY 200 Main Street Hyannis, MA 02601 Re: Board of Health Variance Request Proposed House Raising(FEMA Compliance), New Sewage Disposal System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Dear Board Members: On behalf of our client, Marie Souza, we are requesting a variance from the Barnstable Board of Health Regulations to install a Sewage Disposal System Upgrade to replace an existing system at the above referenced property. The requested variances are: 310 CMR 15.000(Title 5) 15.211 Minimum Setback Distances - Holding tank Less Than 10 feet from Property Line(5 foot Variance Requested) - Holding tank Less Than 25 feet from Surface Water(7 foot Variance Requested) - Septic tank Less Than 10 feet from Property Line(3 foot Variance Requested) - Septic Tank Less Than 10 feet from Slab Foundation(3 foot Variance Requested) - Septic Tank Less Than 25 feet from Surface Water(11 foot Variance Requested) - Pump Chamber Less Than 10 feet from Slab Foundation(6 foot Variance Requested) - Pump Chamber Less Than 25 feet from Surface Water(2 foot Variance Requested) - Leaching Facility Less Than 10 feet from Property Line(3 foot Variance Requested) - Leaching Facility Less Than 20 feet from Foundation(17 foot Variance Requested) - Leaching Facility Less Than 10 feet from Drain to Surface Water(6 foot Variance Requested) - Leaching Facility Less Than 50 feet from Surface Water(22 foot Variance Requested) 15.248 Reserve Area Reserve area not provided. Replacement system to be constructed in place. Town of Barnstable Board of Health Regulations -Chapter 360 Article 1 Location of Holding Tank With Respect to Watercourse 100 feet Required (81 foot Variance Requested) -Chapter 360 Article 1 Location of Septic Tank With Respect to Watercourse 100 feet Required (84 foot Variance Requested) Orleans I Sandwich I Nantucket x I , -Chapter 360 Article 1 Location of Pump Chamber With Respect to Watercourse 100 feet Required (77 foot Variance Requested) -Chapter 360 Article 1 Location of Leaching Facility With Respect to Watercourse 100 feet Required (62 foot Variance Requested) Please schedule this request for the October 23, 2018 public hearing. If you have any questions or require additional information, please contact our office. Very truly yours, COAS ENGINE CO. INC. John G Schnaible, R. JGS/cad Enclosures cc: Marie Souza, Owner/Applicant D:\DOC\C18900\18969\Permitting\BOH-Variance\Variance Rqst Ltr.doc COASTAL engineering co. Project#: C18969.00 /JGS October 9, 2018 Board of Health Attn: Thomas McKean, Health Director By: HAND DELIVERY 200 Main Street Hyannis, MA 02601 Re: Board of Health Variance Justification Proposed House Raising(FEMA Compliance), New Sewage Disposal System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Dear Board Members: Our client, Marie Souza, proposes to replace the existing cesspools with an updated sewage disposal system on the referenced property and requests variances from Barnstable Board of Health Regulations and State Title 5 regulations to do so. The existing cesspools are to be removed and replaced with clean sand, The proposed sewage disposal system for the single family has a number of setback distance variances from the state (Title 5) and Town regulations with the including construction setback variances and state/town distance requirements to surface water (Centerville) because of lot/building constraints. Though the site has a previously approved tight tank this proposal will have a modified tank for blackwater and a greywater system for the sinks and showers. As part of this project the house will be raised to meet FEMA regulations. The first set of variances requested is for required setbacks under Title 5 (Sec. 15.211) from the Holding and Septic Tanks and the Pump Chamber to property lines and foundations. The construction can be completed with careful installation by the contractor using trench boxes or other similar construction techniques. The second set of variances is for the required Title 5 (Sec 15.211) and town (Chapter 360.1) setbacks from the Holding and Septic Tanks and the Pump Chamber to Surface Water (Centerville River). These tanks are manufactured to be watertight therefore no sewage effluent exfiltration to groundwater or nearby waterbodies. Another requested variance is for distances under Title 5 (Sec. 15.211)from the leaching system (SAS)to property lines. We are requesting a 3-foot variance from the SAS to the property line (street line). All components can be installed with no encroachment on abutters since variances are from the street line, The town water main is on the other side of Shore Road so there are no setback issues with the water line. An additional variance requested under Title 5 (Sec. 15.211) is for allowing S.A.S. to be within the required setbacks to a foundation and also having a containment wall to prevent sewage breakout. We are proposing a vinyl liner to provide a barrier from methane migration and Lateral movement of any sewage effluent. 70 Orleans I Sandwich I Nantucket ,. , `f Since the property area is severely limited the client is requesting that no reserve area be provided under Title 5 Sec.15.248. The final variance request is from Title 5 (Sec. 15,211) and Town (Chapter 360.1) setbacks from the Centerville River to the leaching system. The setback will be 32 feet from the leaching system to the river's edge. The leaching system will be attenuated by only receiving greywater and the blackwater from the toilets will be directed into a watertight holding tank that will be pumped out periodically. This is an improvement from the cesspools that are there presently. Coastal Engineering Co. 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, COA NGIN ER , INC. John G. Schnai e, R. JGS/cad cc: Marie Souza, Owner/Applicant D:\DOC\C18900\18969\Permitting\BOH- Variance\Var Justification Example.doc October 9,2(j18, Project#C1898900 Board of Health By:;HAND DELIVERY Attn:Thomas McKean,Health Director 200 Main Street Hyannis, MAI 02601 Re: Authorization For Representation Proposed House Raising(FEMA Compliancej,New Sewage Disposal;System t Asspciated Site Improvements Marie Souza 158 Long Beach Road Centervillei MA 02632 Map 206 Parcel 008 Dear Board Members: This is to,notify your.affce that I hereby authorize,Coastal Engineering to fi.l:e and.present plans on mybehalfWith the Barnstable Board of Health. Very truly yours, Marie Souza A:1DOC�C2Q90A1189691PermltUngV34N-Varlence%CUent:Rep AWh,Ur doc COASTAL engineering co. October 9, 2018 Project#C18887.00 ABUTTER NOTIFICATION Re: Board of Health Variance Request Proposed House Raising(FEMA Compliance), New Sewage Disposal System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Dear Abutter: On behalf of our client, Marie Souza, we are requesting a variance from the Barnstable Board of Health Regulations and Title 5,'Massachusetts State Environmental Protection Code, to install a New Sewage Disposal System Upgrade to replace an existing system at the above referenced property. The requested variances are: 310 CMR 15.000 (Title 5) 15.211 Minimum Setback Distances - Holding tank Less Than 30 feet from Property Line(5 foot Variance Requested) - Holding tank Less Than 25 feet from Surface Water(7 foot Variance Requested) - Septic tank Less Than 10 feet from Property Line(3 foot Variance Requested) - Septic Tank Less Than 10 feet from Slab Foundation(3 foot Variance Requested) - Septic Tank Less Than 25 feet from Surface Water(11 foot Variance Requested) - Pump Chamber Less Than 10 feet from Slab Foundation(6 foot Variance Requested) - Pump Chamber Less Than 25 feet from Surface Water(2 foot Variance Requested) - Leaching Facility Less Than 10 feet from Property Line(3 foot Variance Requested) - Leaching Facility Less Than 20 feet from Foundation(17 foot Variance Requested) - Leaching Facility Less Than 10 feet from Drain to Surface Water(6 foot Variance Requested) - Leaching Facility Less Than 50 feet from Surface Water(22 foot Variance Requested) 15.248 Reserve Area Reserve area not provided. Replacement system to be constructed in place. Town of Barnstable Board of Health Regulations -Chapter 360 Article 1 Location of Holding Tank With Respect to Watercourse 100 feet Required (81 foot Variance Requested) -Chapter 360 Article 1 Location of Septic Tank With Respect to Watercourse 100 feet Required (84 foot Variance Requested) L hapter 360 Article 1 Location of Pump Chamber With Respect to Watercourse 100 feet Required (77 foot Variance quested) hapter 360 Article 1 Location of Leaching Facility With Respect to Watercourse 100 feet Required (62 foot Variance quested) andwich 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 October 23, 2018 beginning approximately 3:00 P.M. at the Barnstable Town Hall. Very truly yours, COASTAL ENGINEERING CO., INC. 40avi a cc: Barnstable Board of Health Marie Souza John Schnaible D:\DOC\C18900\18969\Permitting\BOH- Variance\Abutter Note.doc I AbutttxRepoit http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.... Board of Health Abutter List for Map & Parcel(s): '205008' Direct abutters (no set distance) and the properties located across the street. Total Count: 6 L!!J Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 205007 UNGERMANN, PO BOX 395 JUPrrER,FL C121741 WALTER W 33468 HASEOTES,GEORGE NORWELL, MA 205008 &KRISTEN PO BOX 370 02061 C198194 WILLIAMS 205009 GRIFFIN, DANIEL M %GRIFFIN,DANIEL M 10 WIANNO AVE OSTERVILLE,MA C214036 TRUSTEE UNIT 2 02655 1 205026 LINDSAY, MARIE E TR LINDSAY/BARNSTABLE 1001 MARINA DR QUINCY,MA C129535 RTLY TRS UNIT 603 E 02171 1 I RUDNICK,ROBERT 169 LONG BEACH ROAD BROOKLINE,MA 205027 TR TR 24 PARK STREET 02446 C182565 205028 BIRDSEY,CHARLES J MEADOW LANE REALTY PO BOX 586 HOBE SOUND,FL C130372 &BARBARA U TRS TRUST 33475 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.9 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 9/21/2018. 1 of 1 9/21/2018, 10:46 AM Abutter Map—168 Long Beach Road 8- Offi6MWl rl X r x �]Mep X .._........ -------- __...._... .._...._ f = Q .0 imps.townofbarnstable.us/arcims;app9eoinip/mapaspx?propenyi6=205003 ••• j}' y m _ _ � _...__ ....__..._._.. ...__.....__.. .. _._... ...__....._....._. ........_.. .. ..._....-.. - .._.. - ._._.__.... _........ ................ ......._.- ......_..._ .....___.. -. .....__..__ .._. 61n/Out M,Inbax:(5)-:cdev6®co... 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' Co lgnl n nIO Town al BamnsOb.MA MI ftn nxrvW. to GIs Q Type]here to search �, t 260 Cranberry Highway a _ Orleans,MA02653 -)5� TRANSMITTAL COASTAL 508.255.6511 P 508.255.6700 F � a Orleans I Sandwich I Nantucket engineering co. coastalengineeringcompany.com To: Board of Health Date: 12/3/18 Project No. C18969.00 Attn: Thomas McKean, Health Director 200 Main Street Via: 01st Class Mail OPick up ®Delivery DFed Ex Hyannis, MA 02601 Phone: Fax: Subject: BOH Variance Request— Revised Plans No.of pages to follow: Proposed House Raising (FEMA Compliance), a New Sewage Disposal System 6 Associated Site Improvements Marie M. Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 ® Plans ❑ Copy of Letter ❑ Specifications ® Other We are sending the following items: Copies Date No. Description 5 Copies Rev. 11/20/18 . Project Summary 5 Copies Rev. 12/3/18 A1.0 • Paul Swanson Structural Inc., Plan Showing Proposed Basement Plan 5 Copies Rev. 12/2/18 P.E. • Paul Swanson Structural Inc., Plan Showing Proposed East Elevation 5 Copies Rev. 12/3/18 1 6 2 . Paul Swanson Structural Inc., Foundation Details 2 Original, 11/14/18 • Coastal Engineering Co., Inc. Boring Logs 3 Copies 2 Wet Stamp, Rev. 12/3/18 C2.1.1 • Coastal Engineering Co., Inc. Plans Showing Proposed Sewage Disposal 3 Copies System Upgrade 2 Wet Stamp, Rev. 12/3/18 C2.4.1 • Coastal Engineering Co., Inc. Sewage Disposal System Details 3 Copies These are transmitted as checked below: for approval ®for your use ®as requested Qfor review 6 comment Remarks: Enclosed please find copies of the revised plans and additional supporting documents for the above referenced project. The public hearing is scheduled for the December 18, 2018 with the Board of Health. If you have any questions, please contact our office. cc: Marie Souza By: Carla Davis John Schnaible, Project Manager NOTE:If enclosures are not as noted,please contact us at(508)255-6511 E r Job#C18969.00: uza 168 Lo Beach Road Centerville MA Revised 12-06-2018 Revi �ed-Pr_ojert—Summary Description The property is located next to the Centerville River. The site is developed with a single-family dwelling, driveways, lawn and landscaped areas. The site is accessed via two existing asphalt driveways that intersect with Long Beach Road. The dwelling is served with town water and has cesspools presently. The house was constructed in the 1930's with lot elevations in the 3.5 to 4 foot range. The existing threshold is elevation 4.9 feet above NAVD 1988.The FEMA Flood Maps updated in 2014 place the entire property within the AE Zone with a Base Flood Elevation of 13.0 feet. Project Summary The scope of the proposed project is to elevate the existing house to conform to the 9th edition building code and FEMA requirements for construction within an AE Zone. The house will remain in the same location and new stairs, retaining walls and steps are proposed to accommodate access to the new first floor and a new secondary treatment type of septic system. The existing dwelling will be elevated on a breakaway type of foundation. The foundation below the Base Flood Elevation will be constructed in compliance with FEMA regulations and the Massachusetts Building Code. The building will be raised in place so allow the new foundation to be constructed under it. It will then be placed on the new foundation. We have submitted structural plans and a split spoon boring report showing the amount of peat. The boring report shows trace amounts of peat in spt-1 and 1 foot of peat in spt-2. The foundation walls and footings will have helical piers installed because of the peat found. See plans for details There is no proposed increase in footprint for the house. There will be some needed repair of the sill and joists. The driveways are to be constructed in essentially the same footprint but the pavement will be replaced with a pervious stone or shell driveway. The proposed leaching system will also be elevated to provide the 5 feet of separation from groundwater. Also, instead of the FAST technology we are proposing a split system using a blackwater tight tank and greywater leaching system to provide nitrogen attenuation of the sewage from the home. The tight tank will receive the kitchen and toilet wastes. The tight tank will be pumped periodically when the alarm is activated. In addition, there is a town drain pipe that runs from Long Beach Road through the existing building then into the River. The drain provides road runoff removal for the area. The Barnstable DPW is proposing to reroute the drain pipe to the west with new piping leading to the River. The DPW has since modified that proposal by adding a leaching drain system to catch the initial flush of precipitation prior to the River. A representative from our firm will be present at the public hearing to discuss the project in further detail. If you have any questions, or require additional information, please contact our office. Thank you for your consideration. F i 260 Cranberry Highway Orleans,MA°z653 TRANSMITTAL 508.255:6511 P 508.255.6700 F COASTAL Orleans I Sandwich INantucket. engineering co. coastal engineenngcompany.corn To: Board of Health Date: 12/7/18 Project No. C18969.00 Attn: Thomas McKean, Health Director 200 Main Street Via: E]ist Class Mail Pick up ®Delivery QFed Ex Hyannis, MA 02601 Phone: Fax: Subject: BOH Variance Request— Revised Plans No. of pages to follow: Proposed House Raising (FEMA Compliance), a New Sewage Disposal System 5 Associated Site Improvements Marie M. Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 ® Plans Copy of Letter ❑ Specifications ® Other We are sending the following items: Copies I Date No. Description 1 Electronic Copy I Rev 12/6/18 Project Summary These are transmitted as checked below: F-Ifor approval ®for your use ®as requested for review 6 comment Remarks: Enclosed please find the revised project summary for the above referenced project. The public hearing is scheduled for the December 18, 2018 with the Board of Health. If you have any questions, please contact our office. cc: Marie Souza By: Carla Davis John Schnaible, Project Manager NOTE:If enclosures are not as noted,please contact us at(508)255-6511 F ' Swanson Structural Ltc. Paul W. Swanson,P.E. Engineering Services 91 Acre Hill Road commercial Barnstable,NIA 02630-1529 residential Phone 508-446-1042 hea►gr timber PaulnS#vansonStructuralcom Q , _ FOk L I r.---_---- . J-4n r ' co0.eaer . , ' ... . _- TH t t ' I S;Ar /7,, o..c, o r I ! �" n. _.... .. _ . .. tV i t ! ;4 "T 9#'o G, e P *P 4 At 9 2 ' ' , ! ! t i t ! ! ! t �' I D • t y , t t i r t � - ! r { ' >?�NkoN tvkuU sue„ ` ' 4 4 Cr? ' s r i - : � : •e'er--': t �..��� � a 7 , !4� `YGI�ST F� /Vio , r ! i v !!, 7 l ' S :w-..,.�. ..,.. .. -_...—.�.... .. ...... • .^-F. I,. � � i .. u..._, 1. ... w•» ...—... w--.. _....�.. ......,...a.« _'-__--.t,...-..-... Job Name SOV xq Ae-S Job Number / 9� Location l G 8 LWu C E-l4 Ta.V}L L E A/" Sheet 1 of Client /'AAA 116 SOV ZA _ BY PW S Date l 0/ 2 0t8 ' Swanson Structural,Inc Paul W.Swanson,P.E. Engineering Services ' 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber PauUa,. ivansonStructural coni _ i � r IN • 1" f,Lv Vr , i w , f � t t # _ t ry �•#( li�f�1 i .1 t C , '2 i # � ._ •. 5 At V' , _. + t i i r _ _. . i - 414 7 F a • N i i i G 1+P At. ..M I M.r-I c t t � 17 t ' t � t i i t , } 4 j , : Job Name S L A 2 E Job Number.7 Location 4:'4C14 d-D C.CAITfW LV(GL6 J 4 Sheet of 2 Client M 2t E SOV Z A _ _._ By PG�S Date t , way 77TL7 T T _�. 260 Cranberry High L1`1 loU •G1C Orleans,MA 62653 508.255.6511 p 508;255 6700 F BoREHoLE .LOG COA." LOrleans ,� Sandwich 41;NantucketT� e11ginieering C.O, coastale..ng neeringtorhpahy:ccrn lob#i: C189.G9. 1 Job Nainc Sbuia Sand' Gravel SIItySand' Test Hole:# SPT-1. Dace: 1:1114/18 Witness Todd Paimaticr,.Hydrpgeologist Dumping Contractor: Desmond Wetl.Drillets Sampling Method:: '1ISA w/split spoon aampler 760,Of C., gEfev.: 3:3f peat May Slieet 1-of:2 Staiidard-Fenetrafio'n Tjpe 'N'• %of well Descriptions of Lhhology and Litholog<< Deptli of Depth Sirokes Va1ue Reebvery Specifications Remarks Sample Blow/-ft. Comments A 03 '100 2'`$ituminous conciete, .1. _ loamy sand:: 5 $S 3-5: 2-1-1"'=2 2., 70 5. S'ATD— brn,fncse,. X., x 5-8;� s _ y> S l00 ` dC tr.or'g anic.'s,- O ;10 sS ;SAO 2-213 4 -6 b0- 10 SAND—It bin,med,wse,tr.gvl, ` clean,mod. A W. 13 aell srid,. { 100 15 SS. 13-15` 9-1714-.1A. 3;1• 30 15 SAND—lt.:brn-graybm; A 15=18' Y00 fn-csie cle3 n, I 20 ;SS :18-20 8.14 20-11; . 34: b0, 20. SAND—`graybm,vfrc=fined; A: '20-23 _. 1:00.. clean mod well sr[d., ti ti 25 SS 23425 2-1240-12. 22:. 50 _ 25 <, SRT�TD-giaybm,vfn-midi: A 25=2$ 100; silly. 30' SS" 28-30: -_._111 2.0=7-6 27' S0 30:` SAID—' bi fn-vcse; €m)' n clefln. 35 35 40 40 45, .45: n , � 2na 260 Cranberry Highway LITHOLQGIC -� <.. Orleans,;MA 02653 508 255.6513 p 508 255,5700'F ® cT ,BOREHOLE-,LOG C / \.J 1 be 1�S`andwkh Nantucket e6'7 gineerin co. eoastalengineeringcompany;coni, Job,'�,: @18969.01 .o• o o.. ,tir rob Name: . Souza. Tesl Hol'e SPT=2' Sand. Giavel SIItySagd Dafe: 4/1:8. Witness:' Todd Paltiiatier,Hydrooeologs: DnllmgContraetor Deemond Welt Drillers Sampling.Method: HSA w;split spoon'sampter. Top Of Gw;jPg Elev.: 3 3t Peat Clay . Sheet 2 of 2 Standard Penetration Type• "N" 0%of Well Descriptions af,LitholMv and. Tiithology Depth of bepth Strokes Value Recovery Specifications Remarks Sam le: Blowi4t. Comments _ A.. 0-3 1:60 2"Bihiminous concrete; . •ti: .. loamy sand.. 2-6-3=4 SAND— brn,`fn=ucse; A. 5 8 100 silty,snie peat,poorlysitd,. O. _ 10 S$- 8'10 5-2=3-2 5: 50 10 SAND—lt..,brn,fn-vcse,. a _ A 10.t 3• 100 w!gvl,clean. is SS, l'3. 5 f l-1'S-lt8-10: 33 SAND—It;:bm- ra lim fn,cse; 60 15 B %. .., A 15-1$; lop sme;90,clean,poorlysMd. 20" S$ 18-20 7-i l-14-9 1 25' SU 20 SAhD=-graybm,fn=med; 20-23 A: - � 1.00 clean,mod.will srtd, 25- ss, 23-25 9-14 7-6, 21 70 15 SAND graybm_fn-med. 25728 ;100; tr,silty: 30., SS 23-30 6477-7 17' 70 CLAY—blveuy,silty; 35 35,' 40: .. . " q0 45.` 45 5 CENTERVIU E RIVER C:) FLOOD +o EBB SEE BARNSTABLE D.P.W. DRAINAGE — — — IMPROVEMENT PLAN FOR WORK TO \ �U -4— — — — — BE DONE ON EXISTING DRAIN PIPE. -3.2 X X-2.9 x-2.8 WOOD DECK -` -2- WOOD DECK , 4.0 I I c x3.2 LOT AREA i; PROPOSED STAIRS \ I 3 3,970t S.F. 1-1/2 STORY WOOD FRAME ED I DWELLING II 4 BEDROOM DWELLING (o.o9t AC.) I I RAISE HOUSE TO MEET / STORY FEMA REGULATIONS TOP OF EXISTING o X3.3 I APPROXIMATE LOCATI( DECK / PROPOSED FIRST FLOOR EL = 14.9 PROPOSED DECK WITH RAILINGS FOUNDATION I DRAINAGE EASEMENT z PROPOSED STAIRS (DESIGNED BY OTHERS) PROPOSED E PROPOSED RETAINING co, / % THRESHOLD T.O.F. = 13.9 CONC. `SHED EL=4 t`` P �I T.O.W. = 11.0t SLAB SLAB (DESIGNED BY OTHER' D II s X3A7 __ ____ 10. x3. P VED I _ -w f DRIVE \ PROPOSED IMPERVIOUS x3 PAVED DRIVE C.O. J. , -r ` — -` -- - I a (IN THIS AREA SOTTO[ x3.7 .T. ' \�."SUM _.�---. �,r \ I EXISTING DRAINAGE PII PUMP a I o :A \ I PROPOSED WATER AN[ -D SERVICE LINES .S x \ 100 0 '-© { ? a.✓ X3 7 SEE BARNSTAE ENGINEERING C CD J IMPROVEMENT \ get 0 5 17,777 +9. \� ►} a, t 9/26/2018 FC .o►. `�,�.t� ��...,, .: ,-;. . — ELEVATION OF x / x3.6 CATCH BASIN STRUCTURES 3.0 RIM EL.=2.5f OF PAVEMENT X3.3 INV. IN=0.8t (12" CMP) X3.6 EDGE I EXISTING CESSPOOLS INV. OUT=1,0t (8 RCP) SEE SOIL REMOVAL NOTE aRnvnccn eFrawiNr, wai i {TO BE REMOVED AND FILLED) PROPOSED OVERDIG �. COASTAL engineering co. 260 Cranberry Highway, Orleans, MA 026S3 l m •. • rq rn Certifled Mail Fee �y-r $ Ln Extra Services 8 Fees(check dd h [IRetum Recelpt(hardcopy) $_ C7 ❑ReturnReoeipt(electronic) $_ 67 Po rk -C3 ❑certlfled Mali Restricted Del'ery $_ Her p� C ❑Adult Signature Required $ ❑Adult Signature Restricted livery$ C3 Postage - m Total Post 4 {18969.00 ouza OH/JGS/cad C7 Prop ID:205 Q cD Sent To HASE S,GEL1 K i a PO BOX 370 ', s r 3 0 eeStata � Zif�+d-------------------- ---- ------ M1 NORWELL,MA OZ061 -- - - :rr r Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label. - for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: Adult signature service,which requires the in You may purchase Cerfdied Majs@rvice with signee to be at least 21 years of age(not First-Class Mail®,FirstpClass Package Service(, available at retail). or Priority Mail®service:*,- ,P Adult�Ignature restricted delivery service,which ■Certified Mail servJce is' otavailable for requires'ale signee to be at least 21 years of age international maiV and provides delivery to the addressee specified •insurance coverage is nofavailable for purchase by name,or to the addressee's authorized agent' with Certified fail service.However,the purchase tkj(nokavailable at retail). of Certified Mail service does not n- the ' �To ensure thatryour Certified Mail receipt is insurance coverage autema(t4Cltijy iGu ed`with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on t ■For an additional fee,and witha proper this Certified Mail receipt,please present your endorsement on the mallpiece,you may request ,I'Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which piovides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signatufe): of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,•attach PS Form 3811 to your mailpiece; IMPORTANT:Save this recelpt for your records. Ps Form 3800,April 2015(Reverse)PSN 7530�02-000-9047 i RECEIPT ,CERTIFIED,MAIL 77777- 77777777-- o 47 nu 3.45 r M Certified Mall Fee -' $ .75 to Extra Services&Fees(check box,add: ❑Return Receipt(hardcop» $ 10000 Q ❑Return Receipt(electronic) _6.67 POS ark O ❑Certified Mail Restricted Delivery q Her r3 E]Adult Signature Required V ❑Adult Signature Restricted Delivery C7 Postage —0 $ -- 0 Total Postage a C18969.00/So a/ H S/cad $ I Prop ID:205026 sA Sent To LINDSAY;MARIE E TR•,,S 02s53 0 r-a LINDSAY/BARNSTABLE RTLY TRS•:7 SYieef and Apt. f`- 1001 MARINA DR UNIT 603 E pity SYafe;ZIPi QUINCY,MA 02171 :rr r �� rr�•r, - - - Certified Mail service provides the following benefits: ■A receipt(this portion of the Cerfi ied Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or Important Remind�:�"""` to the addressee's authorized agent. Adult signature service,which requires the ■Yeu may purchase)erdfied�all service with signee to be at least 21 years of age(not First-Class :F Sf'-Class Package Service®, available at retail). or Priority a�lservice Adult signature restricted delivery service,which Certnegaail Service is notavailable for requires the signee to be at least 21 years of age intemaUgnal maihe and provides delivery to the addressee specified, ■Insura a coverage is notavailablee.fergru d fas"e by game,or to the addressee's authorized agent with C itified Mail service.However,the{1ufcliase (not vailable at retail). of Certified Mail sen�6as e°oCcb4nge the ■To enspre that your Certified Mail receipt is insuradce coverage• a icaliy included with { accepted as legal proof of mailing,it should bear a certainpriority,Mail#ems. j USPS'postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your , endorsement on the mailpiece,you may[equest Geitified Mail item at a Post Office for the following services: -.'postmarking.If you don't need a postmark on this -Return receipt service,which provides a'record. Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's sidriature)... of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and depositthe mailpiece. — electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 .6 �CERTIFIEUNAIU.. RECEIPT `13 i. • nly �rl rU r6.67 ash } M Certified Mail Fee ,�j $ K 11') Extra Services&Fees(check box,e ❑Return Receipt(hardoopy) ❑Return Receipt(electronic) Poe rk 0 ❑Certified Mail Restricted Delivery //�� He C3 []Adult Signature Required []Adult Signature Restricted Delivery C7 Postage mO Total Postage a C18969.00/So Al Ofl'� 0/Cad $ Prop ID:205009, A CO Sent To GRIFFIN,DANIEL M TA-00653 C7 StieefanifApt %GRIFFIN,DANIEL M ` r• 10 WIANNO AVE UNIT 2 Giry;-State;ZIP+ OSTERVILLE,MA 02655 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate 1i Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the i ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service"" Restricted delivery service,which provides r for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders"" �, Adult signature service,which requires the ■You may purch��sa Cgrr�(Ifie Mail service with signee to be at least 21 years of age(not first-Class'Wi 61Frst-C1As9'PtickagsService®, available at retaiq. or Priority flf5ervice. Adult signature restricted delivery service,which ■Certified; ail service is notavallable for' requires the signee to be at least 21 years of age intematignal mail,, and provides delivery to the addressee specified ■Insurance coverage is notavailablt.for`krchase by name,or to the addressee's authorized agent with C ified Mail serv1ce,4lov*ra,the purchase `(not available at retail). of Cent led Mail se%jdb qs nof'change the ■To ensure that your Certified Mail receipt is insuranpe coverage automatically included with / accepted as legal proof of mailing,it should bear a certain griod Mail items. /_ USPS'postmark;if you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardeopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domesfic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 eTM 777777RECEIPT Domestic Mail 0,n1y io 11 � M Certified Mail Fee 3 Extra Services&Fees(check ,a ❑Return Receipt(hardtop» ■� �i I/►1�I y�� I`Q ❑Return Receipt(electronic) i G I W Postmark C7 ❑Certified Mall Restricted Deli 8 6.67 Here C3 []Adult Signature Required $ []Adult Signature Restricted Deliv $ C7 Postage —101 Total Pot Prop cad Prop ID:205028 02623 $ BIRDSEY,CHARLES J 6 BARBARA cc) Sent To r'l MEADOW LANE REALTY TRUST C3 Sfieefan, PO BOX 586 N HOBE SOUND,FL 33475 t:'ify;-S�-teti ------- Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). - 'for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including th'he►eBij%dt�s""r*. retail associate. signature)that is retainedby;the°osfal Service'" Restricted delivery service,which provides fora specified peri delivery to the addressee specified by name,or + ` to the addressee's authorized agent. Important Remrhiders: -Adult signature service,which requires the - ■You may purchase Certified Mail service with signee tkbe at least 21 years of age(not First-Class l ir,First-VaWl ackage Service®, available,at retail). or Priority M ile service. +.n Adult sign&iture restricted delivery service,which ■Certified Ma service ig.%Vai°a Ie@r' requires t(te signee to be at least 21 years of age internation3mail. ^i!r and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,Pr to the addressee's authorized agent with CertlfiedlMall service.However,the purchase +(not ava�able at retail). of Certified Me qes not change the ,,A To ensure that your Certified Mail receipt is insurance coverage automatically included with. acceptetl as legal proof of mailing,it should bear a, certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional-fee,and with a proper. this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: „ postmarking.H you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000.9047 .0 CERTIFIED o . j 0 Domestic Maflbnty:,,� O .47 `M Certified Mail Fee S $ Z LF) Extra Services&Fees(check ,as � ❑Return Receipt(hardco") C3 ❑❑Return Receipt(electronic) 6 P e O Certified Mall ResMct H ed Deity $---'roj-j+_-Y Herere O ❑Adult Signature Required $ r O p C38969.00/Souza/B0 /JGS d -0 $ Prop ID:205007 M T UNGERMANN,WALTER C3 $ PO BOX 395 Sp$ pQ6g3 co JUPITER,FL 33468 �., O 3 r" - t;iry;3Yafie,ziP+d ----------------------------------------------=------------------- e--- Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail labal). 'for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate II Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postaj Service- Restricted delivery service,which provides a for a specified period. sa delivery to the addressee specified by name,or i to the addressee's authorized agent Important Reminde RS -Adult signature service,which requires the ■You may purchas ert rid Mail•servid'e'with signee to be at least 21 years of age(not First-Class Mailt;First-Clase0ickage Service®, avails a at retail). or Priority Mail?servic8 -Adult sl'ature restricted delivery service,which ■Cert'died Maikservice is notavailable for requires' a signee to be at least 21 years of age intamanonak ail. and provides delivery to the addressee specified ■Insurance c0 rage is no�avallable fgpurch4ajf r by name,br to the addressee's authorized agent with Certifies Mail servic suwguer, a purchase (not available at retail). of Certified'Jail service does not change the ■To ensure that your Certified Mail receipt is insurance coierage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.ff you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking:.lf you don't need a postmark on this -Return receipt service,which provides a record . Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, 1 complete PS Form 3811,Domestic Return Receipt attach PS.Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-OOo-9047 47 .• , m fO Certified Mail Fee 3,45 tl) Extra Services&Fees(check box,a. 75 O ElRetum Receipt(hardcopy) _ 0 ❑Return Receipt(electronic) Pos ark 0 ❑Certified McII Restricted Delivery fj,6�+T He []AdultAdult Signature Required A ❑Adult Sianatum Restricted Delivery V J+, O Postage C38969.00/Souza OH/JGS/cad ti $ , —0 Total Po: Prop ID:205027 f1J RUDNICK,ROBERT T $ 169 LONG BEACH RDA TF� ram- Sent To 24 PARK STREET s ` C7 Stieetar BROOKLINE,MA 02446 pS O�gS3 --- -- City,State;ZIP+4® - -", — --- :t� t t� �tt•t Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). foran electronic return receipt,see a retail •A unique identifier for your mailpiece., associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or Important�.=h. der to the addressee's authorized agent P )9. Qe$., -Adult signature service,which requires the ■You may p ai with signee to be at least 21 years of age(not _ Frst-Classg.,F,ir lass PPa -cage Service®, available at retail). or Priodry3ervice "` -Adult signature restricted delivery service,which ■Certified iI seli� f6otavailable for requires the signee to be at least 21 years of age intema'nal mai and provides delivery to the addressee specified ■Insura a covers notavailable for purchase by me,or to the addressee's authorized agent with ified Mail service.Howygv"th u5&bage (no vailable at retatq. otCeiditionall d Mail ser41 $d@s clang d°'`� ■To ens re that your Certified Mail receipt is insuraa coverage automatically included with accepted as legal proof of mailing,it should bear a certainriority Mail items. USPS postmark If you would like a postmark on ■For an fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailplece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Forth 3911 to your mailpiece; IMPORTANT:Save this receipt for your records. Ps Form 3800,April 2015(Reverse)PSN 7530-02-000.9047 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Si ature ■ Print your name and address on the reverse Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, 13. eceived by(Printed Name) C. Date of D 'very or on the front if space permits. I Q!'/ /b' _1._-.Article Addressed to:_-__- _ D. Is delivery address different from Item 1? O Yes l If YES,enter delivery address below: ❑No C18969:D0/SOuZa/90HLi S/cad. ` Prop I13:1205009 I Vp GRIFFIN;"OANIEL M'rRUSTEE %GRIFFIWDANIF.L M 10 WIANNO AVE UNIT 2 OS'iERVILLE,MA 02655L j 3. IIIIIIItI IIII IIIIII I IIIIIIIIIIII IIII I I IIIII I I ❑dultSignature ❑Registered MaliT°" ggnatureRestricted DeMery ❑R e Type 13 Priority ❑Adult Si RI red Restricted 9590 9402 4186 8121 6457 85 ❑Carded Mail® D•Itvery D Carded Mail ResMcted DoWery D Retum Receipt for ❑Collect on Delivery Merchandise 2. Article NU[Ilber-Cfransfer_fm--��•j-- -^�`-- "'`rn Delivery Restricted Delivery ❑Signature Confirmation*'" 7 um 3 6(1 �0001��Ub�8 5432Nail ❑Signature Confirmation ��aiI Restricted Delivery Restricted Delivery �_ �� $500) ��PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt U CKq�iGIA ;.. First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 4186 8121 6457 85 jUnited States. •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Coasfal Erigineering Co.,-Inc-. 260 Cranberry Highway Orleans, MA 02653 I I I _ I� I'- ' " - ri lff111111jI1lil111l1j1111i.1irtI1111117)filillijI I I III i71Pi1, j COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. 91�n trice - ■ Print your name and address on the reverse G4j O Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the maiipiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. Mfg R le- L/N�� /0— //-�� 1. Article Addressed to: �__�_ __ __ -_ D. Is delivery address different from item 11 ❑Yes If YES,enter delivery address below: [3 No C18969.00/Souza/dOH/JGS./cad Prop ID:205026 'l INDSAY,MARIE E TR I;,NOSAY/BARNSTABLE Rl'LY ik5 �vr 1001 MARINA''OR UNIT 603 F � ,v'UINCY MA 0Z*l 1 `- -- —'� 3. Service Type o Priority Mail Express® II I IIIIII IIII I') II I I'I I I II II I II III III I I II I III Adult Signature CJ Registered MilTM 0 Adult Signature Signature Restricted Delivery Registered Mail Restricted� O Certified Meil® DeINery 9590 9402 4186 8121 6458 15 ❑Certified Mall Restricted Delivery E3 Return andlse� 0 Collect on Delivery for n Delivery Restricted Delivery C7 Signature Conflrmatlon� 2. Article Q 18ber_0 3 6 0 0 0 01 5 4 3 2 0' 3 8 cell gall Restricted Delivery Restrict c Confirmation— PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 4 First-Class Mail Postage&Fees Paid I III il'im, - fill III USPS Permit No.G-10 9590 9402 4186 8121 6458 15 United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service I Ccestal Engineering Co., Inc. 260 Cranberry Highway Orleans, MA 02653 I. I � jret:fali�r7el��ll�tJ�l'��li�l din" I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY / Complete items 1,2,and& A.T tuts■ Rrint our name and address on the reverse 0 Agent so tht we can return the card to you. X ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C.Date of Delivery or on the front if space permits. -- -- 1. Alticla addra..a,++—•—-- - — Is delivery address different from item 1? 0 Yes CSB969.00/Souza1B01111 cad I If YES,enter delivery address below: 0 No j pr p ID:205027 RUDNICK,ROBERT TR 169 LONG BEACH ROAD TR f %' �PARKTREETE,MA 02446 �9 dy� (y II I IIIIII IIII III I II I III i I II II I II I II II I I III I III 3. Service Type Priority Express® ❑Adult Signature 0 Registergd red Mail � ❑Adult Signature Restricted Delivery.,, 01Rea4sterad Mail Restricted ❑Certified Mail® Ddlivvery 9590 9402 4186 8121 6458 08 ❑Certified Mail Restricted Delivery - ❑'Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑collect on Oelivery Restricted Delivery ❑Signature Confirmation* 1 ❑Signature Confirmation 70171- 2 E 2 0 0 0 0 0 5 7 0.3' 7 3 4 0' `i "restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-OOD-9053 Domestic Return Receipt US �:_�`, First-Class Mail Postage&Fees Paid I USPS I II Permit No.G-10 9590 9402 4186 8121 6458 08 I EUnited States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service I Coastal Engineering Co., nc. j 260 Cranberry Highway I Orleans, MA 02653 E I � I I �ti�:ililjltaliil�rltl�illff'a�}°lily!'lliillt�,i�iit�ssf�ii�3t�r ` Town of Barnstable P# l 5 ::�4 9 OF� Department of Regulatory Services i BAMMBM : Public Health Division Late 2� MAW. RF039.aw± 200 Main Street,Hyannis MA 02601 Date Scheduled_ ' Time Fee Pd. t.� IXI oil S /itability Assessment for Sewa a Disposal, Performed B V NF � 1 % t Y Witnessed By: h,,'i SL r LOCATION& GENERAL-INFORMATIONie Location Address I(,gj L,dW L� ReA+p Owner's Name Address b .o..� �J gA �D Assessor's Map/Parcel: �pCa Engineer's Name INEW CONSTRUCTION REPAIR Tel phone# 115,0 6 -Z/5�•(p 1 Land Use y ��AL Slopes(%) U Surface Stones Distances from: Open Water Body 3 `; ft Possible Wet Area SOft Drinking Water Well M ft Drainage Way 15' _ft Property Line 16 ft Other ft l z. A09 VV9�6 SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) J � � s 1 - � 1 10 J Parent material(geologic) p Q wAs Depth to Bedrock 0 Depth to Groundwater: Standing Water in Hole: 4S Weeping from Pit Face `J Estimated Seasonal High Groundwatert- DETERMINATIONy FOR'SEASONAL yRIGH'WATER TABLE 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 ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOI.;ATION TES nBte '-1 '' Trme � , - 1 Observation _ Hole# Time at 9" `J Depth of Perc v Time at 6" Z Start Pre-soak Time @ d 4 Q 6 Time(9"-6") So End Pre-soak 5 6 Rate Min./Inch Site Suitability Assessment: Site Passed 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 C� Abe L } DEEP OBSERVATION:HOLE LOG Hole#r Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) lb�r�-��b rn�h , DEEP OBSERVATION HOLE LOG „Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) IN 1-0 o i DEEP OBSERVATION;HOLE LOG Hole# .... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven DEEP.OBSERVATION HOLE LOG', hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) F!Aod Insurance Rate Maas: Above 500 year flood boundary No Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? %:-- ' If not,what is the depth of naturally occurring pervious material? Certification n„ I certify that on (date)I have pa the soil evaluator examination approved by the Department of Environmental P ote io the a ve analysis was performed by me consistent with the required tr ' ,expertise a d e ence des ed 310 CMR 15.017. Signature Date 1 `� Q:\SEPTIC\PERCFORM.DOC 1 260 Cranberry Highway --%%� Orleans, MA 02653 TRANSMITTAL 508,255,6511 P 501,255,6100 F COASTA L Orleans I Sandwich I Nantucket engineering ca. coastalengineeringcompany.com To: Town of Barnstable Date: 10/09/18 Project No. C18969,00 Public Health Division 200 Main Street Via: ®1st Class Mail Pick up ODelivery Fed Ex Hyannis, MA 02601 Phone: 508-862-4644 Fax: 508-790-6304 Subject: 168 Long Beach Road Centerville, MA Plans Copy of Letter Ej Specifications ® Other We are sending the following items: Copies Date No. Description 1 10-09-18 15744 Soil Suitability Assessment for Sewage Disposal These are transmitted as checked below: F-Ifor approval ®for your use [:]as requested for review 5 comment Remarks: By: John G. Schnaible, R.S. JGS/vsw D:\DOC\C18900\18969\Doc-Out\2018-10-09 Trans BOH.doc r _.. NOTE:If enclosures are not as noted,please contact us at(508)255-6511 - 1 ���Y► �c� n � � �� CD z�-1 LDSa � i e Commonweal_- th of Massachusetts Executive Office of Energy&Environmental Affairs Department. of Environmental Protection One Winter Street Boston, VIA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin 5uuberg Lieutenant Governor Commissioner Standard Conditions for Secondary Treatment Units. Approved for Remedial Use Last Revision Date:November 30,2016 A Secondary Treatment Unit(STU)is an alternative technology that may be used as a component of an on-site sewage disposal system where soil or site conditions make conventional soil absorption systems more costly to construct or infeasible. A conventional system may be. more costly to construct or infeasible where there is a shallow water table and/or limited area for the siting of a conventional system. As compared to a conventional system, in certain instances, an STU provides for higher loading rates(smaller leaching area)and may require less land area, potentially less fill, and less disturbance of the site. The System consists of an STU designed to reduce the organic material and solids in the wastewater which reduces the-demand for treatment in the soil absorption system. A conventional septic tank precedes.the STU unless exempt by the Special Conditions for a. specific Technology. The use.of an STU in accordance with this Approval for Remedial Use requires,among other things: • A Disclosure Notice in the Deed to the,property(310 CMR 15.287(10)) (A Deed Notice template is available from the Department); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • A Massachusetts certified operator who has received.training for the technology and is under contract for periodic inspection and maintenance(310 CMR 15.287(10)); • Periodic sampling,.recordkeeping, and reporting,in accordance with this Approval; • Notification within 24 hours by the System Owner to the local approving authority of any System failure; • When pumping is required to discharge to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; and • System Owner Acknowledgement of Responsibilities,in accordance with this Approval. This information Is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292.5751.TTYS MassRelay Service 1.900.439-2310 MassDEP Website:%wnv.mass.gov/dep Printed on Recycled Paper Standard Conditions for Secondary Treatment Units for Remedial Use Page 2 of 18 Revised November 30,2016 Definitions and References: 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 these Standard Conditions applicable to all STU's with Remedial Use Approval, the Special Conditions contained in the Technology-specific Approval,the General Conditions of 310 CMR 15.287, and any other Attachments. The Conditions contained herein MUST be read in conjunction with any Special Conditions that are Technology-specific. I. Purpose 1. Approval for Remedial Use allows the use of the Alternative System only where the local Approving Authority finds that the Alternative System is for the upgrade or replacement of an existing failed, failing or nonconforming system with a design of flow of less than 10,000 gpd,where there is no increase in the actual or proposed design flow,and where 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. 2. The sale,design, installation,and use of the System shall be subject to these requirements for any system that submits a complete Disposal System Construction Permit(DSCP) application after the effective date of these Standard Conditions. Existing Systems and Systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however,the System Owner,the Service Contractor, and the Company shall be,subject to all other requirements contained herein. 3. With the other applicable permits or approvals that may be required by 310 CMR 15.000, the Approval authorizes the installation and use of the Alternative System in Massachusetts. Except those provisions that specifically have been varied by this Approval,the provisions of 310 CMR 15.000,including the General Conditions of 310 CMR 15.287,.apply to the sale,design,installation,and use of the System. 4. Unless stated otherwise in the Special Conditions that apply to a specific Technology, all the conditions contained.in this document shall apply to secondary treatment units which have obtained Remedial Use Approval. (Special Conditions may be more or less stringent than the requirements of this document) 5. Provided that the local Approving Authority approves the Alternative System in conformance with the Department's Technology.Approval,Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis,pursuant to its authority at 310 CMR 15.003(2)(e),that the proposed System requires Department review and approval. Standard Conditions for Secondary Treatment Units for Remedial Use Page 3 of 18 Revised November 30,2016 II. Design and Installation Requirements 1. Effluent BOD5, TSS and pH-The effluent discharge concentrations from the Secondary Treatment Unit to the SAS shall not exceed secondary treatment standards of 30 mg/L BOD5 and 30 mg/L TSS and the effluent pH range shall be 6.0 to 9.0. 2. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 3. Except where the Approval specifically states otherwise,the Alternative System shall be installed in a manner which does not intrude on,replace,or adversely affect the operation of any other component of the subsurface sewage disposal system designed and- constructed in accordance with the standards of 310 CMR 15.200- 15.279. 4. Except where the Approval specifically states otherwise,the Alternative System shall include a properly sized and constructed septic tank,designed in accordance with 310 CMR 15.223— 15.229, connected to the building sewer and followed in series by the Technology and the SAS; 5. Alternative Design Standards Provided that the Designer demonstrates that the impact of the proposed-Alternative System has been considered and the design requirements of 310 CMR 1,5.000 have been varied to the least degree necessary so as to allow for both the best feasible.upgrade within the borders of the lot and the least effect on public health, safety,welfare and the environment,the local approving authority may allow any . combination of the following alternative design standards without the need for granting a variance under 310 CMR 15.400 or obtaining Department approval: a) If a reduction in the size of the SAS.is necessary,the size of the SAS may be reduced up to 50 percent from the effective leaching area required when using the loading rates for gravity systems of 310 CMR.I 5.242(l)(a)for:Systems sited in soils with a percolation rate of 60 minutes or less per inch,or for soils with a recorded percolation rate of between 60 and 90 minutes per inch,the loading rates of 310 CMR 15.245(4). (Alternatively,the effluent loading rates provided in 310 CMR 15.242(1)(b)for pressure distribution may be utilized,however,no reduction in the effective leaching area may be taken when using these loading rates, as stated in the regulation.); and/or b) If a reduction in the depth to groundwater required by 310 CMR 15.212 is necessary, the depth to groundwater may be reduced by up to 2 feet,resulting in a minimum separation distance of two feet in soils with a recorded percolation rate of more than two minutes per inch and three feet in soils with a recorded percolation rate of two minutes or less per inch,measured from the bottom of the soil absorption system to the high.groundwater elevation; and/or c) If a reduction in the depth of the naturally occurring pervious material layer is necessary,a proposed reduction of up to 2 feet may be allowed in the four feet of naturally occurring pervious material layer required by 310 CMR 15.240(1)provided 1 Standard Conditions for Secondary Treatment Units for Remedial Use Page 4 of 18 Revised November 30,2016 that it has been demonstrated that no greater depth in naturally occurring pervious material can be met anywhere on the site. 6. Any proposed reduction in the required depth to groundwater, specified in 310 CMR 15.212,may only be approved when: a) An approved Soil Evaluator who is a member or agent of the local Approving Authority determines the high groundwater elevation; b) No reduction is granted under LUA for setbacks from public or private wells, bordering vegetated wetlands, surface waters,salt marshes,coastal banks,certified vernal pools, water supply lines, surface water supplies or tributaries to surface water supplies, or drains which discharge to surface water supplies or their tributaries,is allowed; and c) In accordance with 31.0 CMR 15.212(2), for systems with a design flow of 2,000.gpd Or greater,the separation to high groundwater as required by 310 CMR 15.212(l) shall be calculated after adding the effect of groundwater mounding to the high groundwater elevation as determined pursuant to 310 CMR 15.103(3). 7. The Alternative Design Standards for effective leaching area,depth to groundwater, and depth of naturally occurring pervious material contained in the Department's Standard Conditions for Secondary Treatment Unit Approved for Remedial Use shall not be made less stringent by the local Approving Authority under the LUA provisions of 310 CMR 15.405. or under the variance procedures of 310 CMR 15.411.The local Approving Authority may vary other design requirements under the LUA provisions of 310 CMR 15.405 or under the variance procedures of 310 CMR 15.411. 8. Except those allowed under LUA and the Approval, any further deviation from the siting and design requirements of 310 CMR 15,000 for the remedial use of a Secondary Treatment Unit shall require the following: a) The applicant may propose,the use of a.Bottomless Sand Filter(BSF)as the means of on-site effluent disposal in conjunction with a Secondary Treatment Unit. The installation and use of the BSF must be in accordance with the conditions of the Remedial Use Approval issued by the Department for the BSF; and/or b) The applicant may request the approving authority to grant a variance. 9. The proposed use of a Secondary Treatment Unit Approved for Remedial Use shall be subject to the following a) the approved record drawings,on file with the local approving authority,shall clearly indicate an area for the best feasible upgrade that could be installed to replace the proposed.System, including the STU,in the event that the proposed System fails or it is determined that it is not capable of providing equivalent environmental protection; b) the installation of the proposed System shall not disturb the site in any manner that would preclude the future installation of the best feasible upgrade that could be installed to replace the proposed System. Components of the proposed System may Standard Conditions for Secondary Treatment Units for Remedial Use Page 5 of 18 Revised November 30,2016 be sited in an area for the future installation of the best feasible upgrade,provided that it does not render the area unusable for a potential future upgrade;and c) except for the installed SAS,the System Owner shall not construct any permanent buildings or structures.in the area for thebest feasible upgrade that could be installed to replace the proposed System and the System Owner shall not disturb the site in any other manner that would preclude the future installation of the best feasible upgrade. 10. When identifying the best feasible upgrade that could be installed to replace the proposed System,the Designer shall consider these options in the following order: a) a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 that can be built feasibly,with the exception of providing a reserve area(15.248); b) a conventional system that can only be built feasibly under a Local Upgrade Approval (LUA); c) where a conventional system cannot be built feasibly under a LUA,a Bottomless Sand Filter,in conjunction with an STU; d) where a System can only be built feasibly with variances, a System that has been demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree necessary and have the least effect on public health,safety,welfare and the environment(the System may be an Alternative System with variances);or e) a tight tank. 11. For the upgrade or replacement of an existing failed or nonconforming system in a nitrogen sensitive area(NSA),as defined in 310 CMR 15.215,Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a Recirculating Sand Filter(RSF)or equivalent technology,as required by 310 CMR 15.202(1). Secondary Treatment Units with Remedial Use Approval are not approved as an RSF equivalent technology and shall not be installed in a NSA,as defined in 310 CMR 15.215,to serve facilities with,actual or design flows of 2,000 GPD or greater. (The technology may also have a separate approval for nitrogen reduction,but must be installed under that approval,when appropriate.) 12. Except for septic tank covers which are not required to be at grade,the frames and covers of the other access manholes and ports of the System components shall be watertight, made of durable material, and shall be installed and maintained at grade,to allow for necessary inspection,operation,sampling and maintenance access. Manholes brought to final grade shall be secured to prevent unauthorized access. No structures which could interfere with performance, access, inspection,pumping,or repair shall be located directly upon or above the access,locations. 13. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. I Standard Conditions for Secondary Treatment Units for Remedial Use Page 6 of 1.8 Revised November,30,2016 14. All System control units,valve boxes,distribution piping,conveyance lines and,other System appurtenances shall be designed and installed to prevent freezing. 15. The System control panel including alarms and controls shall be mounted in.a location always accessible to the operator(or service contractor). When pumping is required to discharge to the SAS,the System shall be equipped with sensors and high-level alarms to protect against high water due to pump failure,pump , control failure, loss of power, system freeze ups,or backups. Emergency storage shall be required when pumping to discharge is employed, including pressure distribution. - Emergency storage capacity for wastewater above the high level alarni shall be provided equal to the daily design flow of the System and the storage capacity shall include an additional allowance for the volume of all drainage which may flow.back into the System when pumping has ceased. 16. System malfunction alarms or high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and the alarms shall be connected to circuits separate from the circuits serving operating equi ment and pumps. 17. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system,back up or break out. 18. In compliance with 310 CMR 15.240(13), a minimum of one(I)inspection port shall be provided within the SAS consisting of a perforated foul-inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for.ponding. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred for annual inspection.) 19; Upon submission of an application for a Disposal System Construction Permit(DSCP), the Designer shall provide to the local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) for any proposed non-residential System or any residential System with a design flow 2,000 GPD or greater,certification by the Company as specified in Paragraph V.3; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000;.and d) a certification,signed by the Owner of record for the property to be served by the Technology, stating that;the property Owner: i) has been provided.a copy of the Approval,the Owner's manual, and the Operation and Maintenance manual and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the Owner's estimated costs associated with the operation including,when,applicable:power consumption,maintenance, sampling,recordkeeping,reporting, and equipment replacement; Standard Conditions for Secondary Treatment Units for Remedial Use Page 7 of 18 Revised November 30,2016 iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner,as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders,the restriction is understood and accepted; and vii) whether or not covered by a warranty,the System Owner understands the requirement to repair,replace,modify or take any other action as required by the Department or the local Approving Authority,if the Department or the local Approving Authority determines that the Alternative System is not capable of meeting the performance standards. 20. The System Owner and the Designer shall not submit to the local Approving Authority a DSCP application for the use of a Technology under this Approval,if the Approval has been revised,reissued, suspended,or revoked by the Department prior to the date of application. The Approval continues in effect until the Department revises,reissues, suspends,or revokes the Approval. 21. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and,if required by the Company, a.person certified or trained by the Company to install the System. 22. Prior to the commencement of construction,the System Installer must certify in writing to the Designer,the local Approving Authority,and the System Owner that(s)he is a locally approved System Installer and,if required by Company,is certified by or has received appropriate training by the Company. 23. The Installer shall maintain on-site;at all times during construction,a copy of the approved plans,the Owner's manual,the O&M manual,and a copy of the Approval. 24. Prior to the issuance.of a Certificate of Compliance by the local Approving Authority,the System Installer and Designer must provide,in addition to the certifications required by 310 CMR 15.021(3), certifications in writing to the local Approving Authority that the System has been constructed in compliance with the terms of the Approval. 25. 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 sanitary sewer system. If it is feasible to connect anew or existing facility to the sewer,the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System. When a sanitary sewer connection becomes feasible after an Alternative System has been installed,the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with 1 Standard Conditions for Secondary Treatment Units for Reiriedial Use Page 8 of 18 Revised November 30,2016 . 310 CMR 15.354,unless a later time is allowed in writing by the Department or the local Approving Authority. III.Operation and Maintenance,Effluent Quality,Monitoring,and Inspection 1. From start up and thereafter, the System Owner and Service Contractor shall be responsible for the proper operation.and maintenance of the System in accordance with this Approval,the Designer's O&M requirements,the Company's 0&M requirements, and the requirements of the local Approving Authority. The System Owner and Service Contractor shall be responsible for compliance with the sampling,monitoring, and inspection requirements. Any inspection,operation,maintenance, or monitoring requirements remain in effect until the conditions are modified,terminated, or superseded by a new Approval. 2. To ensure"proper operation and maintenance(O&M)of the System,the System Owner shall enter into an O&M Agreement with.a qualified Service Contractor whose name appears on the Company's current list of Service Contractors and has been certified, at a minimum, at Grade Level H(two)by the Board of Registration of Operators of Wastewater Treatment Facilities,in accordance with Massachusetts regulations 257 CMR 2.00. 3. The System shall comply with the following monitoring requirements and effluent limits. The required O&M Agreement with the Service Contractor shall.include the following monitoring schedule, at a minimum,subject to modifications that may be required by Paragraphs 1H.8.a)and 8.b): axfi'�4�#vc*s �v3 '�`, t. �" j x•i •(",>,a'rF` -#C 1'�c'v' L:E �, -�° See pH frequency b effluent to SAS 6 to 9 specified grab below See frequency effluent of <40 NTU turbidity specified measure treatment unit — below See Measure and settleable frequency effluent of solids specified measure treatment unit record mUl below' only See Y Record frequency visual effluent of color specified observation treatment unit observation below only Standard Conditions for Secondary Treatment Units for Remedial.Use Page.9 of 18 Revised November 30,2016 ' 1✓1-fi. A.+.a MS �„ .& 9F£ZA.4 b.�gy '2 2'4Y'i 9a Y �° a .'ItiZomtonng Sample � � � � � ftluent � AT$me!CQT� r' �uC[IC f ' � a �OCB��lOD' � LilllltS x See dissolved frequency measure effluent of >2 mg/l oxygen(D.O.) specified treatment unit below Depth of once every Inspection port to See Paragraph Ponding year measure bottom of SAS III.10 Within SAS Thickness of Septic tank or floating Once every other process Pump out,as grease/scum 3 years measure tank where solids .necessary layer are retained Depth of Septic tank or Sludge and Once every other process Pump out,as distance to 3 years measure tank where solids necessary effluent are retained tee/filter/outlet 4. An individual household shall be monitored at least once every 12 months(exclusive of alarm responses or other maintenance visits). 5. Facilities(residential and nonresidential)with a design flow of less than 2,000 gpd,other than an individual household, shall be monitored a minimum of twice/year with a minimum of 5 months since the last monitoring inspection(exclusive of alarm responses or other maintenance visits)and.a maximum of 7 months between monitoring inspections. 6. Facilities.(residential and nonresidential)with a design flow of 2,000 gpd or greater shall be monitored quarterly not less than 2 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits)and not more than 4 months between monitoring inspections. 7. For Systems that include a Bottomless Sand Filter(BSF)for effluent disposal,the monitoring requirements shall be as specified in the BSF Remedial Use Approval. 8. Systems installed under this Remedial Use Approval shall be subject to the following Performance Requirements: a) Whenever field tests indicate a pH outside the specified range, an exceedance of the turbidity limit,or D.O.below the desired minimum,the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect an effluent sample for laboratory analysis:for BOD5 and TSS; b) For an individual household,if laboratory analyses indicate an exceedance of 30 mg/L BODS or 30 mg/L TSS,the Service Contractor shall conduct a follow-up inspection and field-testing within 180 days of the original.inspection date. Should the follow=up field-test indicate a pH outside the specified range, an exceedance of Standard Conditions for Secondary Treatment Units for Remedial Use Page 10 of 18 Revised November 30,2016 the turbidity limit,or D.O. below the desired minimum,the Service Contractor shall make adjustments and/or repairs to the System,as deemed necessary during the inspection, and collect another effluent sample for laboratory analysis for BODS and TSS;and c) Whenever two consecutive monitoring rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BOD5 or TSS,.the System Owner shall be responsible for submitting to the local Approving Authority,within 90 days of the second exceedance of the limits for BOD5 or TSS, a written evaluation with recommendations for changes in the design,operation,and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data,inspection reports, and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented,as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.9. 9. Each time an Alternative System is visited by a Service Contractor the following shall be recorded, at a minimum: a) date,time,air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System,which indicate a failure of the Alternative System; d) depth of ponding within the SAS, if measured e) identification of any apparent violations of the Approval; f) since the last inspection,whether the system had been pumped with date(s)and volume(s)pumped; g) sludge depth and scum layer thickness,if measured; h) when responding to alarm events, the cause of the alarm and any remedial steps taken to address the alann and to prevent.or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples.taken for laboratory analysis,if any; k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement,whether routine or for repair; and p) further corrective actions recommended, if any. Standard Conditions for Secondary Treatment Units for Remedial Use Page 11 of 18 Revised November 30,2016 10. Whenever an SAS inspection port measurement indicates.the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates'the elevation of ponding within the SAS is above the invert of the distribution system,the System Owner shall be responsible for submitting to the local Approving Authority,within 60 days of the follow up inspection, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the.System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data,inspection reports,and laboratory analyses for the previous year. Recommendations shall be implemented,as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.9. 11. Unless directed by the local Approving Authority to take:other action,the System Owner shall immediately cease discharges or have wastewater hauled off-site,if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a)1 or 2,backing up into facilities or breaking out to the surface. IV.Additional System Owner and Service Contractor Requirements l. The System.Owner shall not install,modify,upgrade,or replace the System except in accordance with a valid DSCP issued by the local Approving Authority which covers the proposed work. 2. Prior to commencement of construction of the System and after recording and/or registeringthe Deed Notice required by 310 CMR 15.287(10),the System Owner shall provide to the local Approving Authority a copy of a) a certified Registry copy of the Deed Notice bearing the book and.page/or document. number; and b) if the property is unregistered land,a Registry copy of the System Owner's deed to the property,bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 3. Prior to signing any agreement to transfer 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, as required by 3.10 CMR 15.287(5)of all conditions contained in the 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 of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s)to the local Approving Authority within 10 days of giving such notice to the transferee(s). Standard Conditions for Secondary Treatment Units for Remedial Use Page 12 of 18 Revised November 30,2016 4.' The System Owner and Service Contractor shall properly operate and maintain the System in accordance with the Approval,the Designer's O&M requirements,the Company's O&M requirements and the requirements of the local Approving Authority. 5. Prior to commencement of construction of the System,the System Owner shall provide to the local Approving Authority a copy of a signed O&M Agreement that.meets the requirements of Paragraph IV.6. 6. The System Owner and the Service Contractor shall maintain on-site,at all times,a copy of the approved plans,the Owner's Manual,the 0&M Manual,a copy of the Approval, and a copy of the O&M Agreement. The 0&M agreement shall be at least for one year and include the following provisions: a) The name of a Service.Contractor who meets the qualifications specified in the Approval; b) The Service Contractor must inspect the Alternative System as required by the Approval;. c) The Service Contractor shall be responsible for obtaining lab analyses.and submitting the monitoring results to the System Owner and the local Approving Authority in accordance with the reporting requirements; and d) In the case of a System failure, an equipment failure,alarm event,components not functioning as designed, or violations of the Approval,procedures and responsibilities of the Service Contractor and System Owner.shall be clearly defined for corrective. measures to be taken immediately. The Service Contractor shall agree to provide written notification within five days,describing corrective measures taken,to the System Owner,the local board of health,and the Company. 7. The Service Contractor shall notify the System Owner of any changes to the terms and conditions of the Approval within 60 days of any changes. 8. Within one year of any changes to the terms and conditions of the Approval,the System Owner shall.amend,as necessary,the O&M Agreement required by Paragraph IV.6 to reflect the changes to the terms and conditions of the Approval. 9. In the case of a System failure,an equipment failure,alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the Service Contractor shall provide written notification within five days,describing corrective measures taken,to the System Owner, the local board of health, and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the Alternative System Approval; R Standard Conditions for Secondary Treatrnent Units for Remedial Use Page 13 of 18 Revised November 30,2016 c) the design of any repairs or upgrades requiring a DSCP shall be performed by an individual meeting the qualifications,of Paragraph II.2; . d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit,in accordance with 310 CMR 15.019 and the.histaller shall also comply with Paragraph I1.22. The System Owner shall also be responsible for ensuring written notification is provided within five days to the local board of health. 10. The System Owner shall provide access to the site for the Service Contractor to perform inspections,maintenance,,repairs,responding to alarm events,field testing,and sampling as may be required by the Approval. 11.At a minimum,the Service Contractor shall inspect,properly operate, and properly maintain the System: a) any time there is System failure, equipment failure, or an alarm event; b) in accordance with the O&M manual and Designer requirements; c) in accordance with the requirements of the local Approving Authority; and d) in accordance with the Approval. 12,The Service Contractor shall collect samples, if required by the Approval, and obtain analysis results from an approved laboratory,perform any required field testing, and submit results to the System Owner with the O&M report and inspection checklist within 60 days of the site visit. The O&M report and inspection checklist.shall include, at a minimum, any required wastewater analyses, any required.flow data, and all the information required to be recorded for a maintenance inspection of an Alternative System. 13. The System Owner and the Service Contractor shall maintain copies of any wastewater analyses,wastewater flow data,field testing results,the Service Contractor's 0&M reports,inspection checklists,and all reports.and notifications.to the local Approving Authority for a minimum of three years. 14. Upon determining that the System is in violation of the Approval or the System has failed, as defined in MO CMR 15,303,the Service Contractor shall notify the System Owner immediately. 15. Upon determining that the System has failed,as defined in 310 CMR 15.303,the System Owner and the Service Contractor shall be respo.nsible for the notification of the local Approving Authority within 24 hours of such determination. 16.In the case of a System failure, an.equipment failure,violations of the Approval, an alarm event,or components not functioning as designed or in accordance with the Company specifications,the Service Contractor shall provide written notification to the Company within five days describing proposed corrective measures or corrective measures taken. Standard Conditions for Secondary Treatment Units for Remedial Use Page 14 of 18 Revised November 30,2016 17. Violations of the BODS,TSS,or pH in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in provisions applicable to all Alternative Systems. Breakout constitutes a failure of the System. If breakout occurs,the Service Contractor and System Owner shall comply with the 24-hour notification or 5-day written reporting provisions applicable to all Alternative Systems. 18.By March 1 st of each Y year,the System Owner and the Service Contractor shall be Y responsible for submitting to the local Approving Authority all O&M reports, all monitoring results, and inspection checklists completed by the Service Contractor during the previous.calendar year. 19..The System Owner and the Service Contractor shall provide written notification to the local Approving Authority within seven days of any cancellation, expiration or other change in the terms and/or conditions s of a required O&M Agreement with a Service Contractor. The Service Contractor shall provide written notification to the Company within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement with a System Owner. 20. By March 1 st of each year,the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses,all monitoring results, violations of the Approval, inspection checklists completed by the Service Contractor,notifications of system failures, and reports of equipment replacements with reasons during the previous calendar year. 21. To determine whether cause exists for.modifying,revoking,or suspending the Approval or to determine whether the conditions of the Approval have been met,the System Owner shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. 22. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns,including but not limited to the Designer,Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities,respectively,shall constitute violation of the Approval by the System Owner unless the Department determines otherwise, V.. Company Requirements 1. The Approval shall only apply.to model units with the same model designations specified in the Technology Approval and meet the same specifications, operating requirements, and plans, as provided by the Company at the time of the application. Any proposed modifications of the units;installation requirements,or operating requirements shall be subject to the review.of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit except,for systems of 2,000 gpd or more and nonresidential systems,the Company J Standard Conditions for Secondary Treatment Units for Remedial Use Page 15 of 18 Revised November 30,2016 shall be responsible for verification of the appropriate model unit as part of the review of proposed installations under a Remedial Use Approval. 2. Prior to submission of an application for a DSCP,the Company shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring(i.e. water use and power consumption) and sampling procedures,if any; iv) alarm.responseprocedures,if any, and troubleshooting procedures; c) An owner's manual, including alarm response procedures, if any; d) Estimates of Owner's costs associated with the operation including,when applicable: power consumption,maintenance,sampling,recordkeeping,reporting,and equipment replacement; e) A copy of the Company's warranty; and f) Lists of qualified Service Contractors and., if training is required,qualified Designers and Installers. 3. Prior to the submission of an application.for a DSCP, for all nonresidential Systems and Systems with design flows of 2,000 gpd or greater,the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have,received technical training in the Company's products. 4. The Company shall maintain programs of training and continuing education for Service Contractors. Training shall be made available.at least annually. If the Company requires trained Designers or Installers, the Company or its authorized agent shall institute programs of training and continuing education that is separate from or combined with the training for Service Contractors. The Company or its authorized agent shall maintain, annually update,and make available by February 150'of each year, .Lists of Service Contractors and,if certification or training is provided by the Company,Designers and Installers. The Company or its authorized agent shall certify that the Service Contractors and, if training is required,Designers and Installers on the lists have taken the appropriate training and passed the Company's training qualifications. The Company or its authorized agent shall further certify that the Service Contractors on the list have submitted to the Company all the reports required by Paragraphs IV.16, 19,and 20. The Company or its authorized agent shall not re-certify a Service Contractor if the Service Contractor has not complied with the reporting requirements for the previous year. Standard Conditions for Secondary Treatment Units for Remedial Use Page 16 of 18 Revised November N,2016 5. If training is required, the Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. The Company shall require, by contract,that distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. 6. As part of the required training programs for Designers, Installers, and Service Contractors,the Company shall provide each trainee with a copy of this Approval with the design, installation,O&M,and owner's manuals that were submitted as part of the. Approval. 7. The Company shall provide,in printed or electronic format,the System design, installation, 0&M,and Owner's manuals, and ally updates associated with.this technology Approval,to the System Owners, Designers, Installers, Service.Contractors,vendors,resellers, and distributors of the System. Prior to publication or distribution.in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s)with reasons for each.change, at least 30 days prior to issuance. The Company shall request.Department approval for any substantive changes, as stated in Paragraph V.8. 8. Prior to publication or distribution in Massachusetts,when substantive changes in the design, installation, operation,or maintenance of the System may be outside the limits of this Approval and may require a modification of this Approval or may be the basis for a separate Approval, the Company shall request approval by the Department. 9. Prior,to its.sale of any System that may be used in Massachusetts,the Company shall provide the purchaser with a copy of this Approval with the System desigii, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the.System,the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents,prior to any sale of the System. 10. To determine whether cause exists for modifying,revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met,the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 11. Within 60 days of issuance by the Department,the Company shall provide written notification of changes to the Approval to all Service Contractors servicing existing installations of the Technology and all distributors and resellers of the Technology. 12. The Company shall.provide written notification to the Department's Director of the Wastewater Management.Program at least 30 days in advance of the proposed transfer of ownership of the Technology for which the Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership,responsibility, coverage and liability between them. Standard Conditions for Secondary Treatment Units for Remedial Use Page 17 of 18 Revised November 30,2016 13. The Company shall maintain copies of. a) the Approval; b) the installation manual specifically detailing procedures for-installation of its System.; c) an owner's manual, including alarm response procedures, if any; d) an operation and maintenance manual,including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring requirements and recommendations(including water use and power consumption when required)and sampling procedures; iv) alarm response procedures,if any, and troubleshooting procedures. e) estimates of the operating costs provided to the Owner, including,when applicable: power consumption,maintenance, sampling,recordkeeping, reporting, and equipment replacement; 0 a copy of the Company's warranty; and g) lists of trained Service Contractors and, if training or certification is required, Designers and Installers. 14. The Company shall maintain the following information for the Systems installed in Massachusetts: a) the address of each facility where the Technology was installed,the Owner's name and address(if different),the type of use(e:g. residential,commercial, institutional, etc.), the design flow,the model installed; b) the installation date, start-up date,current operational status; c) the name of the Service Contractor,noting any cancellations or changes to any Service Contracts; d) a summary of system failures, system malfunctions.,and violations of the Approval with the date of each event and corrective actions taken to reach compliance, including but not limited to: design changes;installation changes; operation/maintenance changes;monitoring changes; and/or changes in roles and responsibilities for the manufacturer,vendors,designers, installers,operators, and owners; and e) copies of all Service Contractor records submitted to the Company, including all O&M reports with alarm event responses,all monitoring results,inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons. All of the information required by this Paragraph shall be maintained.by Company and shall be made available to the Department within 30 days of a request by the Department. 15. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors,and resellers. Violation of the terms and conditions of the Approval by any of the foregoing Standard Conditions for Secondary Treatment Units for Remedial Use Page 18 of 18 Revised November 30,2016 persons or entities,respectively,shall constitute violation of the Approval by the Company unless the Department detennines otherwise VI.General Requirements 1. Any System for which a complete DSCP Application is submitted while the Approval is in effect,may be permitted,installed, and used in.accordance with the Approval,unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the.System; or b) the Department,the local approval authority,or a court requires the System to be modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston,Massachusetts 02108 3. The Department may suspend,modify or revoke the Approval for cause,including,but not limited to,noncompliance with the terms of the Approval,non-payment of any 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 the Approval and/or a System utilizing the Technology against the Company, a Designer, a System Owner,an Installer, and/or Service Contractor. 260 Cranberry Highway d Orleans, MA 02653 TRANSMITTAL COASTAL 508.255.6511 P 508.255.6700700 F Orleans I Sandwich I Nantucket �� engineering co. :oastalengineeringcompany.com To: Board of Health Date: 11/20/18 Project No. C18969.00 Attn:Thomas McKean, Health Director 200 Main Street Via: 01st Class Mail Pick up ®Delivery QFed Ex Hyannis, MA 02601 Phone: Fax: Subject: BOH Variance Request— Revised Plans No.of pages to follow: Proposed House Raisin FEMA Compliance), u° r s.r U°U6 V 14° New Sewage Disposal System 6 Associated Site Improvements Marie Souza 168 Long Beach Road Centerville, MA 02632 Map 206 Parcel 008 Z Plans R Copy of letter Specifications ® Other We are sending the following items: Copies Date No. Description 5 Copies Rev. 11/20/18 0 Project Summary 5 Copies MassDEP Revision of Approval for Remedial Use 5 Copies . MassDEP Standard Conditions for Secondary Treatment Units Approved for Remedial Use 5 Copies Bio Microbics - FAST Owner's Manual 5 Copies 11-19-18 A1.0 9 Paul Swanson Structural Inc., Plan Showing Proposed Basement Plan 5 Copies 10-10-18 P.E. 9 Paul Swanson Structural Inc., Plan Showing Proposed East Elevation 5 Copies 11-19-18 Paul Swanson Structural Inc., Foundation Load Calculations 5 Copies 11-14-18 • Coastal Engineering Co., Inc. Boring Logs 5 Color Rev. 11/19/18 0 Coastal Engineering Co., Inc. Portional Copy of Plan Showing Retaining Wall Footings Copies 2 Wet Rev. 11/19/18 C2.1.1 • Coastal Engineering Co., Inc. Plans Showing Proposed Sewage Disposal System Upgrade Stamp, 3 B6W 2 Wet Rev. 11/19/18 C2.4.1 • Coastal Engineering Co., Inc. Sewage Disposal System Details Stamp, 3 BGW These are transmitted as checked below: FIfor approval ®for your use Oas requested for review 6 comment Enclosed please find copies of the revised plans and supplemental documents for the referenced project. Remarks: The public hearing is scheduled for the November 27, 2018 with the Board of Health. If you have any questions, please contact our office. cc: Marie Souza By: Carla Davis John Schnaible, Project Manager D:\DOC\C18900\18969\Permitting\BOH-Variance\Revised Plans I1-19-18\Transmittal Template.doc NOTE:If enclosures are not as noted,please contact us at(508)255-6511 Swanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber Paul eSwansonStructuraLcom .. .. ....: ... .. .. .... F --� . .... ........ v ... F t i _ .. . .. .... ... ...... .... .. ... .... . ...... ........... ....... .:: ;. .. 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Revised plans dated 10/15/2018 Board of Health Staff review comments: Page 1 (C2.1.1) -Under Deep observation hole it says perc was done in the C horizon (perc form says B horizon and the data shows B horizon (or you may use B& C horizons as it crosses into both) -Under notes it says "If Applicable" above#12 (this can be removed as it is required) -Under Soil removal note: 1. It should be referring to note#12 (not#10) 2. Need to reword the note to 5' beyond the outer perimeter of the SAS (not 5' off of the chambers) -Under pump specifications there is no#3? -Under Variances: 1. Holding tank to property line should be 7'variance (not 5') 2. Some setbacks are listed to a slab foundation and others just foundation (different setback requirements, not sure if it is because of the one end of the dwelling being a walkout\garage and the other behind the septic mound.) If the setbacks are based on this assumption,then there should be a variance for 17' (not 14') from leaching to foundation. 3. The variance request for no reserve area is not required and can be removed from the plans 4. The variance for leaching facility less than 10'from surface drain can be removed (if the Town is abandoning this pipe as part of their drainage upgrade) and\or this variance can be changed to leaching facility less than 25' to a leaching catch basin (with the proposed drainage easement location which would allow the Town to install a leaching catch basin at any time)to a 17'variance. 5. The variance for leaching facility less than 50'from a surface water should be a 22'variance (not 20') 6. Under the Town variance: tank to water course should be an 86'variance (not 68') 7. Under the Town variance: pump chamber to water course should be a 77'variance (not 68') 8. Under the Town variance: SAS to water course should be a 72'variance (not 68') 9. Under the Town variance you need to include the variance for the holding tank to water course and it should be an 82' variance -The plot plan must show the buoyancy slabs that overhang the septic tank, pump chamber and holding tank(note,this may affect your design locations especially with the pump chamber so close to the retaining wall, see the next note as well) -A PE must design the retaining wall (note: this may affect your design location if a footing is required under the wall)There is a note that the wall is to be designed by others, but the wall design is required to be submitted prior to obtaining a disposal works permit and the design must be incorporated into your plans if there are any changes (i.e. footings...) - According to the soil logs, the septic tank, pump chamber and holding tank are going to be installed in peat, is this an adequate stable base? You may want to consult with the PE designing the retaining wall or foundation. Page 2 (C2.4.1) - Under the schematic flow profile: 1. The top of the buoyancy slab on the pump chamber the bouncy slab should be at elevation 4.0(not 4.20) 2. Flow profile of the pump chamber you have a note saying"minimum 3' Earth cover" over the top of the discharge pipe, yet the bottom of the pipe is listed as elevation 2.25 and the finish grade is listed as 5.0 (this is less than 3') 3. The leaching chamber end view shows 10'-0" width, but elsewhere on the plan it refers to 8'—10" (it shows 2'—7" vs 2'—0" of stone) -The detail of the leaching chamber shows squared off corners of the leach field, but the plot plan shows rounded corners. Which one is correct? Crocker, Sharon From: Crocker, Sharon Sent: Monday, October 15, 2018 2:08 PM To: Stanton, David Subject: FW: BOH SEPTIC REVIEW - 168 LONG BEACH RD, CENT Revised plans have arrived. You'll see, as noted on the side, revised stairs, septic location and elevations, and added town drainage improvement work. Thank you. Sharon From: Crocker, Sharon Sent: Monday, October 15, 2018 1:48 PM To: Stanton, David Subject: BOH SEPTIC REVIEW - 168 LONG BEACH RD, CENT David, John Schnaible called today. He has changed his plans a bit and is bringing in new plans today. Sharon 1 I NOTE: Utilities are approximate and NTS!and Drainage Improvement leaching may be moved to accomodate system 168 Wng Beach Road ' Centerville, Mass. N ° Note: all pro osed pipe t to bel2" HTIPE I D.P.W. - Engineering Division E installed with a min. SCALE:in feet all slope=0.5% r' S o so 4o eo ;u? 1 inch=40feet I'mpowd By..BWC 9/2W201 B Owip pigeN101e/1681anpheodi ♦ _ I Proposed easement area Install W Precast Gutter Inlets Subject to change w/(2)4 frame&covers 1 _ _ PIPE ynEr 180 ; # 158 # 168 r t SEKA� t_ Brick Shut Pipe End c LONGG BEACH ROAD . Remove 1))EAss Assn Gutter Inlet , Install(1 Precost Gutter Inlet w 1 4S frame 8 grate I I 1 # 153 163 15 X 11 \ II \ 177 169 I, dlgn \ I Town of Barnstable Barnstable SHE T Board of Health M6WedcaMy `"Ks"SB`��' 200 Main Street, Hyannis MA 02601 16.19. Fp µp(a 2007 Office: 508-862-4644 Paul Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald Guadagnoli,M.D. October 31, 2016 Mr. Charles Rowland, P.E. Sullivan Engineering & Consulting, Inc. P.O. Box 659 Osterville, MA 02655 RE: 168 Long,Beach Road, Centerville A:= 205-008' Dear Mr. Rowland, You are granted variances on behalf of your clients, George and Kristen Haseotes-Willliams, to install a tight tank at 168 Long Beach Road, Centerville. The variances are granted as follows: Section 360-1 of the Town of Barnstable Code: To install a tight tank 31.9 feet away from a river (edge of wall), in lieu of the minimum one- hundred (100) feet separation distance required. 310 CMR 15. 211: To install a tight tank five feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15. 211: To install a tight tank 6.6 feet away from the crawl space foundation, in lieu of the minimum ten (10) feet separation distance required. These variances are granted with the following conditions: (1) The tight tank shall be installed in strict accordance with the engineered plans dated August 16, 2016. (2) 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 plans dated August 16, 2016. (3) No more than four (4) bedrooms are authorized. Q:\WPFILES\168 Long Beach Variances Tight Tank Sep 2016 SullivanEng Rowland.doc (4) The tight tank shall be pumped each time the liquid level reaches 3/5 tank capacity. The tank shall be pumped at least once per year. These three variances are granted because a tight tank appears to be the only feasible option for this site due to many setback constraints on this small lot. Thirteen variances would be required to construct an onsite sewage disposal system due to its close proximity to wetlands, the groundwater table, property lines, foundation, and drainage. Sincerely yours, ��Vvv%" auI tYnW Chairman BOARD OF HEALTH Q:\WPFILES\168 Long Beach Variances Tight Tank Sep 2016 SullivanEng Rowland.doc tF1E tp� ATE: 7/ � S E: s !y � rF y MASS.BAM GJ t e 1639• ♦0 M-+ , EC. BY !m✓(?�%7 AjFp .�A Town _ a. nsta SCHED. DATE: c;Z /17 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION �° _ Property Address: !� � l�-17¢j 13-e4c4 Roaw y / Zb S�l„�y Assessor's Map and Parcel Number: ��s-/ rr Size of Lot: 3, p�® s� �« Wetlands Within 300Ft. Yes 1� Business Name: �ur�i'Ik►� �''S>ne�f+%rs �`Cens�� '+���=icy, No Subdivision Name: ®® APPLICANT'S NAME: � � 4�ee� .g . Phone S� -�2 �yy Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Gecr5f- -!- i< -;'54e CX ®u.lati c�PE. Name: kat.52D04 eS— Ly31;&Rn S Name: Sy('li✓� Fitg,'Aeeri-67 Address: PO GymX �70 Address: 7. pq r k�p 2 �r yov0r1,-,e1,(, OW61 054,Pr4,.i//e AA Phone: Phone: go Q -4/2 9 -'� 3 l/y VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) -1A r.Aj 2 c 5.Z 11 Sew Coy�f Le r 4- FrJv a �'os1 NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) 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/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decolIik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC Engineering & Sulli.vall Consulting, Inc. (508)428-3344 • P.O. Box 659 7 Parker Road, Osterville, MA 02655 seci@sullivanengin.com • www.sullivanengin.com August 30 2016 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE• George&Kristen Haseotes-WVhams 168 Long Beach Road Dear Commissioners, Please find attached a variance request form, engineered plan, seven-page checklist,floor plans, owner's authorization letter, abutter notification letter and associated fees. The proposed installation of a tight tank as a septic upgrade will require a variance from the Town of Barnstable Chapter 360-1 regulation for setbacks to waterbodies, and to the State of MA Environmental Code Title 5 310 CMR 15.211 Regulation for setbacks to property lines and foundation. According to the assessor's records this property has been developed since 1934 with a 4 bedroom dwelling. No records of a septic system have been found for the site. According to the records for the abutting parcel,where a tight tank was authorized, a retaining wall as would be required to elevate a system at these sites, would not be allowed within the Long Beach Zoning District. An approximately 3.5' variance for separation to ground water would have to be granted for an onsite soil absorption system, in addition to variances required for setbacks to wetlands, property lines, foundation, and street drainage. In total, for a septic tank, pump chamber, and soil absorption system, approximately 13 variances would be required. The proposed tight tank will require three variances as outlined above. Pumping will occur Bi-Weekly for the first 3 months of occupied in season and off season use.The records shall be reviewed with the health department and an appropriate long term pumping plan established after the 3 months. The annual records shall also be reviewed with the health department and the pumping plan adjusted as necessary. The operation plan shall be repeated for any change in ownership or occupancy. The proposed tight tank is the only real feasible option for this site, due to the many constraints. I trust this meets your present needs. Please feel free to contact me with any questions. Very truly yours, Chuck Rowland, P.E. Civil Engineer-Sullivan Engineering& Consulting, Inc. Page 1 of 1 r SVa:n Engineering &9.f Pa ")4V?,,�M4 20,Biav,65'9, f wn Road,r° Fifes.MA 0265 **** ABUTTER NOTIFICATION LETTER**** RE: Board of Health Public Hearing As a direct abutter of a proposed project,please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific information is as follows: Applicants: Kristen& George Haseotes Project Location: 168 Long Beach Road, Centerville Map 205 Parcel 008 Proposed Project: Proposed installation of a tight tank as a septic upgrade for a single family home. A variance from the Town of Barnstable Chapter 360-1 regulation for setbacks to waterbodies, and State of MA Environmental Code: Title 5 310 CMR 15.211 Regulation for setbacks to property lines and foundations Applicant's Agent: Sullivan Engineering& Consulting, Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 phone: 508-428-3344 Public Hearing: Date: September 27, 2016 Time: 3:30 PM Place: Barnstable Town Hall, 367 Main Street, Hyannis, MA Hearing Room Plans and the application describing the proposed activity are on file at the Board of Health office,200 Main Street,Hyannis and at Sullivan Engineering & Consulting, Inc.'s office. Please call if you have any questions regarding this notification. Please call the Board of Health on the day of the Public Hearing to confirm the location and time for the hearing. August 17,2016 Town of Barnstable 200 Main Street Hyannis,MA 02601 Ref: 168 Long Beach Road,Centerville,MA Dear Ladies and Gentlemen: Please accept this letter as authorization to have representatives of Schulz Law . Office,LLC,and representatives of Sullivan Engineering&Consulting,Inc.,each of Osterville,MA represent my wife Kristen Williams Haseotes,and me,George Haseotes,each residing at 997 Spyglass Lane,Naples,FL on matters before the Town of Barnstable related to designing,improving,modifying,upgrading,replacing and or installing betterments to property we own jointly at 168 Long Beach Road, Centerville,MA. If you have any questions about this letter or its intentions,please contact me or my wife at 617-842-3257. • Thank you, George Haseotes Kristen Williams Haseotes AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '205008' Direct abutters (no set distance) and the properties located across the street. Total Count: 6 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 205007 UNGERMANN, PO BOX 395 JUPITER, FL C125741 WALTER W 33468 HASEOTES, NORWELL,MA 205008 GEORGE&KRISTEN PO BOX 370 02061 C198194 WILLIAMS- HASEOTES, 205009 GEORGE&KRISTEN PO BOX 370 L,MA 02061 C198193 WILLIAMS- 2061 205026 LINDSAY,MARIE E LINDSAY/BARNSTABLE 10 SEAPORT DR, QUINCY,MA C129535 TR RTLY TRS UNrf 2515 02171 205027 RUDNICK,ROBERT 169 LONG BEACH 24 PARK STREET BROOKLINE,MA C182565 TR ROAD TR 02446 205028 BIRDSEY,CHARLES MEADOW LANE REALTY PO BOX 586 HOBE SOUND, C130372 J&BARBARA U TRS TRUST FL 33475 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 8/22/2016. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 8/22/2016 __ a A Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs „i Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K.SUI-UVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNETH L.KlIMMELL Lieutenant Governor Commlecioner 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.MicroFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0;:HighSti-engthFASTO Treatment.System Models HighStrength FASM 1.0, 1.5, 3.0, 4.5 and 9.0.and NitriFASTO Treatment System.Models NitriFASTO 0,5, 0.75, LQ 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, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this Approval for Remedial Use to: Bio-Microbics, Ine.,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 1.617-5M-6868 Mass DEP Website:WWW.mass.govldep Printed on Recycled Paper biomicro.doc sl J � Bio-Microbics,Inc.-MicroFAST©,HighStrengthFAST®,NitriFAST® 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,NitnFASTO 0.5, 0.75, 0.9, 1.5,10,4.5 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 Attaclunents. 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(1)) 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 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®, HighStrengthFASTO and Nitr.XASTO 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 BETTER WATER.BETTER WORLD." FAST® Owner's Manua' FOR USE WITH (NSF Std 40&245) MicroFAST 0.5,0,625,0,75,0.9,1.5 (non-NSF certified) MicroFAST 3.0,4.5,9.0 (ETV/EPA tested) RetroFAST 0.150,0.250,0.375 NltriFA$T 0.5,0.625,0.75,0.9,1.5,3.0,4.5,9.6 H ighStrength FAST'1.0,1.5,3.0,4.5,9.0 °« Sr s� �'� :���.f��. @p� ■�/pp7 e�,... �^Ij�e 4 'yl ks Y 9 +e TX e r ip@, ivasiuw°ws°� ✓AST, . �-R�� �_ 0�',•1l.. .- ,... e+."' `, f z..� t ,� Fig,�' s. � st. .�.}� �" ME R FAST Owner's Manual©2014 Bio-Microbics,Inc.Revised January 2014. FAST,MicroFAST,NitriFAST,HighStrenglhFAST,and RetroFAST are registered trademarks used under license. .- r •• d'lvx.� p •k `i�,�'3`P A j `Kd$ "�ri' n' :` .,''`''� ti s t € r '13'-'"^'Faa a :` '.v. ear.ASTi em��Owner `� x � � � k x x .•',E' -.r rc�;>4?.trY•vrk. 4+ =Ik,xay.�,,.-'' sz; ci•T,, r •' a • • • MOM •• • •• • • • • • • :11 � 6 2�2,l��Y.S_ �tz-t T..s-,1 ` but 5 cv..`.sir -`d,�•7� .:v. .'�Sn, :zT 4 x h..,x4 a�„>++ f nv+�'u§- dy �'• '� i t �^f ,�""r�C . <.� ,x. _k u.-.v ,�-' k��- ,•tom � � `�i'"-- CERTIFIED SYSTEMS SERVICEPQLICY= � fi � { -.:(. `„"aa}M�.i��...-`s�ct'v^*'�.� h'���z .� rYv. •�r3a- c. •+ �i 53yxsiru�` -frt+x, '"P *•w. y All NSF(Natioral ,anffafior! oundahon) ST. A 75, 9r �5)i�heye n�inipal iv�rayear sere c greement ncludetl`frith the�system"s mhaUp' rchasepnce two`etv�ce calls pet yeah TheISFseice calls,ONLYZcoveSFStanard40cer#if%d ystens� the{roiponents��ofhe�septic° 1. Y t+ -�i xh 1k91 kQ 4. tI ,to areTlcT7cotrered � � gxs za �ao�z s.-� Y x,y'err 'a` nr.�-x'# .. '-tk+e -i <..xl- ,,yam •fx x'� .�+. v z� :Y9 :'.i.�Y .5 �,r.*�r s i Y x e y, -i:•r r,� '°3 M ',:-s �g .x .-a M ere are anyl�ieficiencies he FAST yster��g per�a�%V rnponent Me service Rersor swill ohfy fhe owneran W N'Wri ingand detail whent�hese tlefra n�i?es ca be xed a P 4zxX '5�' �`'* „�- '" "ur= v�y-� .. �aF �` � ".AR v",.'�-�u--,�'-k. « heompanyisted,onfteblowerh�ousgr controlanellabelpetforsth! sseranceDurin��anISFeryce,cai(,�the,t servlceycompany hall inspe�ct�.t a;blower�for propel op��a on,V`'Ally nspeet ihe3system's ffluent for lanty gciean the flower an assure�proper#unDj�chontofthecontrolpanellfhese tce callsarQwnot�performed oyou`rt+1SF certifed system"ortnot all of�the items3arecheckedlese call>Bio-MicrDbics 'aWO .,�. � '''a'-•rT./w '�Yrt'� " �y4tr ,'J' �,� .r�l �'r���. *•�' 3,. yr . rT', ..„ a'{w xwlst•t ^, z -y �}�+' S%�,.'l'' qc:3 - a'Z -t '�* -�7 or ." •r-• = FocontinuaLserwce of IUSF�eertifietl stemsbeyondtthe,frrstwo years,an extenc�edrserv�ce agreement � <I '" ' -t5 r--, a i-+ti P # ,V 9"sR'•`Sx.,,,. +,.•.,$ P" c i'..C'r�" ,r'''r f �i e:r45. 4 '.'. „T7,k-�at-s availablethcough your locai0istnbutor�or*current serviceprtwiderhisol�cy hould prauide..the same ►�.;�i-�a"?�.-- �s.'�Jq"�Sxr�"+,. '+��k+`�fi'6^ 3 s'a'�ar'f.7��-f 1'�'� [�`�' .�"*i'�r s ar�"�.s-x14'."r-a ad-••sut*,h"�..J..•.� €';,,'�„rr4 ��serwces�and ma incl�aetan a� ditional serwcewt atFare re urted�by�ocal�jegirlation# �.� �, � `�,� �,e -" 4 '{``'R.SSc,�ark •w 4 .' t9n �.:fi'v�3.W r.� �4ITa .........sa. ...'.�C ;� iC � ffi�'SkrtY+s�R.�a-fN�`r"iYti'•.cL.�4.'ii«S ,e OWNER'S MANUAL FOR USE WITH FAST SYSTEMS: (NSF 5td 40/245 cert.)MicroFAST 0.5,0.625,0.75,0.9,1.5 (Non-NSF cert.) MicroFAST 3.0,4.5,9.0 (EN/EPA tested) RetroFAST.0.150,0.250,0.375 NitriFAST 0.5,0.625,0.75,0.9,1.5,3.0,4.5,9.0 HighRrengthFAST 1.0,1.5,3.0,4.5,9.0 GENERAL INFORMATION All FAST' products are ETL certified for safety (electrical, environmental, etc.). One or more of the following patents protects this process: 3,966,599; 3,966,608; 3,972,965; 5,156,742. Certified by NSF International, the MicroFAST 0.5,0.625, 0.75, 0.9 and 1.5 systems meets NSF Standard 40,Class 1 and Standard 245 certifications for wastewater treatment devices. If you have questions regarding any Bio-Microbics products,please contact us: 800-753-FAST(3278)or(913)412-0707 e-mail: onsite@biomicrobics.com About FAST: The FAST` (Fixed Activated Sludge Treatment) system uses naturally,occurring bacteria (biomass)to treat sewage for dispersal Into the environment.This continuous process provides the biomass with waste(food)and air in'a suitable environment. Dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the tank for periodic removal. The FAST`process consists of the treatment module and blower.The blower provides air to the system via the air supply pipe.The air supply pipe and draft tube create an air lift.The air lift mixes oxygen and waste throughout the media inside the tank.Bacteria.grows on the media and digests.the waste.A vent pipe expels harmless vapors created by the process. INTRODUCING SUBSTANCES INTO THE SYSTEM: while the FAST` wastewater treatment system will process most waste produced by the average household,introducing large amounts of subatances into the system may reduce the efficiency of.the system or stop the treatment process by destroying the biomass. These substances can be grouped as: prohibited.substances and limited-use substances. Please refer to the"DO'S AND DON'TS"list to get familiar with What You Can Put Down the Drain to maximize the system's efficiency and reduce the time period between septic tank pump-outs. n general: IF A SUBSTANCE IS HARMFUL TO HUMANS OR IS ANTI-BIOTIC IN NATURE,IT SHOULD NOT BE PUT INTO ANYSEPTICSYSTEM-INCLUDING FAST®. IF YOU HAVE A QUESTION REGARDING THE EFFECT OF A PARTICULAR SUBSTANCE ON THE.FAST,,SYSTEM, CALL YOUR BIO-MICROBICS SERVICE TECHNICIAN. SYSTEM COMPONENTS The FAST wastewater treatment system typically includes the following components: A.Blower&Housing B.Control Panel _atn sea r m s - == r �. IL—.c. AirPiping - .�� ���' �� D � - D.Vent(s)and , b - Observation Port E.Access k F.FAST'Unit G. Tank t Pnma Zane Seconds Zone H.Outlet to Drain 3 G field i *PLEASE NOTE:Adequate pump out must be provided for primary and secondary zones.There maybe ancillary equipment associated with your system:pump(s)(before and/or after the FAST®unit),a distribution box,a disinfection system,an irrigation system,a remote alarm,or auto dialer,etc. DO NOT ENTER THE SEPTIC TANK. Hazards exist In a septic system.All precautions must be followed when inspecting the system. l Keep tank openings covered at all times. Failure to do so could result In severe sickness or death. Lethal gases,high voltage electricity, and other deodly hazards can be associated with the system.DO NOT use an open flame or cause a spark near a septic rank's access points.Gases emonating.from septic tanks can explode if ignited or deadly if inhaled. Only authorized,qualified service personnel should service a septic system;open access ports;and/or open covers to a septic.tank. Infectious organisms exist in a septic tank.If any contact with wastewater occurs,Immediately wash and disinfect ali exposed areas and contact personal physician. MAINTENANCE & SERVICE t Only qualified service staff should open access ports and/or covers.Infectious organisms exist in a septic tank. If any contact with wastewater,immediately wash and disinfect oil exposed areas and contact,personal physician.Failure to do so could result in severe sickness or death. i . Avoid pumping down a tank after periods of heavy rain or when the ground water is likely to be.above the bottom of the concrete tank.Emptying the tank under these conditions could cause the tank to float up and become dislodged. As the FAST system processes the raw domestic waste (producing sludge and sloughed-off bacteria), the dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the septic tank for periodic removal. The periodic removal time interval will change depending on the size of the system and varying load conditions. Tank Pumping Procedure: As Required by Measurement.of Sludge Depth To determine the sludge depth accurately, open up the access ports/cover(s) to the primary zone (settling compartment), insert a sludge-measuring instrument,and take samples. If sludge is 18" (inches)deep or takes up 75% of the.area below the port connecting settling compartment to secondary zone (which contains the FAST system),have the tank pumped out. All stricter,applicable regulations supersede these operational directions. Also, check the sludge depth of the secondary zone. Open the access ports/cover(s) to the secondary zone and measure sludge depth. if sludge depth in the secondary zone is greater than 14"(inches), it is necessary to pump the bio-solids out. 1. • Always pump out both zones of the system even if only one zone may require it. Continued- Tank Pumping Procedure:As Required by Measurement of Sludge Depth 1. Open the access ports/cover(s) and insert the hose. Be sure to pump out both settling and treatment chambers of the system. 2. Once the unit has been pumped.out,immediately refill the.tank.with clean water to reduce the risk of the tank floating and to minimize the impact on treatment.Close the access ports/cover(s)making sure it is watertight. 3. Properly dispose of the solids in compliance with local and state regulations. SEASONAL/INTERMITTENT USE PROPERTIES FAST* wastewater treatment system will function normally during short periods of inactivity, even if there is no wastewater flowing to the system.The power to the system should be left on during this time. Typical examples of extended periods of intermittent use and suggested operational procedures: • Summer use property (shut down all winter) - blower should be turned off at end of summer and restarted upon return. • Weekend property (used at least once every three_weekends) - maintain normal operation or utilize FAST's SFR* blower timer feature on control panel. Consult your service provider and local regulations prior to any system changes. Check with local regulations before attempting: If property is seldom used and blower is shut down completely for an extended period of time (i.e.summer use only),we suggest to arrange through your local service provider restarting the blower a week or two prior to returning to the property. Only authorized service personnel should service a septic system and its components.Deadly hazards such as lethal gases and high voltage electricity are associated with the system. IF i. Introducing harmful or damaging substances Into the FAST system may void the warranty. LIMITED WARRANTY Bio-Microbics,Inc.warrants every new residential FAST system against defects in materials and workmanship fora period of two years after installation or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics,Inc.,Bio- Microbics,Inc,will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio- Microbics,Inc.'s factory postage paid,if so requested. The cost of labor:and all other expenses resulting from replacement of the defective parts and from Installation of parts furnished.under this warranty and regular maintenance.items such as filters or bulbs shall be.borne by the owner. This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons,improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring,plumbing,drainage,septic tank or disposal system. Bio•Microbics,Inc.reserves the right to revise,change or modify the construction.and/or design of the FAST system,or any component part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc.is not responsible for consequential or Incidental damages of any nature resulting from such things as,but not limited to,defect in design, material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES.EXPRESS OR IMPLIED, BIO-MICROBICS SPECIFICALLY DISCLAIMS.ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON 15 AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE of ITS PRODUCTS. Contact your local distributor for parts and service. EXTENDED SERVICE AFTER THE FIRST TWO YEARS An Extended Service Policy is available and may be purchased through your local Bio-Microbics distributor.The extended service policy should provide the same service checks as the initial NSF service policy,sludge accumulation levels in the septic and FAST tanks,and-perform any additional service required by local regulation.Extended service on NSF certified systems should be performed twice per year. NN-J., Re FASTO System Serial. Number: 7System Designer Name: Designer Phone: . Health Official Name: Health Official Phone Manufacturer Name: Bio-Microbids, Inc. Manufacturer Phone: 1-800-753-FAST (3278) Installed By: Installer Phone: Maintenance Provider Name: . .Maintenance Provider Phone.. m rc _ BETTER WATER,BETTER WORLD.- 8450 Cole Parkway - Shawnee,KS 66227 - USA Ph: .913-422-0707 - Fax; 913-422-0808 800-753-FAST(3278) - www.blomicrobics.com j. iF.............� .. c F 1 1 ..w,.,.IF:+*LtiPP35E�I c+EW'4'.�ix�'; xii 7 ¢jfXi871 Y: CKIF:R� 3 : F :«4.> ..k On go Of A INA y .. . s Ell Fay i f T I s x L 11 E Yt. f ; .. ict r ,..- '.:A3•.,LRZ:31fS»?LfLR£:.E['t' bc, mk dpp ��Lug i6Gv£Et�&A zt ra�� Fe } l V� s O 4i7tYitfL'Y..fPsEL rac31:7 LY �.\Ri:LtR F.'i'7'F'Etf:dd\tC%tf341 r r F RLP7./VFD.SJt�0 SALC NY- . K._� - v..v... ..... ,.-.....:. w yr •n -..... ._ r.. ,>,,:.r.. ...>.,•.,.v .,........,. t " .. .. _ .. S .,... .^ .. EX J� S.E. 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V � care sari€u2€a sue,7uEs oPaS� +7 sEit#,,Et�;arE,f"R1(lt ,i� --ARt fl,iFE YE RF.4 t�1't,li E(!}il. �axtl141j11>(r 1711�.i 1'l�' E f ' 1 M 1 , tWIMP,VvPy it I •s,';.. .�.:.:7`?!t::, ;.siv} ^q:.'.S,1 .Dz :.L. r •l..r .Y,G a,Ew DA/ 20"w X 1G°D4WP W IA IF ou (1M'0LV5ffa) --{{ P t t E c�tP sN ;p lip kww 641-s ------- PROPOSED 3 EAIE T ova, o:n:sM D- as L z x r N� 4" 7 ►cx �� S La$ oN ttN ulPt644445 9 © � GIs-, Aq ,r•cc.-ua",.;,...e.:Ana �`�--' SCAT r� . p nn " 1/fr,� STORAG ttx At Fj'6V+mI- od - X.e LA- P A1 . 0 . . . . . . . . . . . . . . . . . . . ram• '4 NO. REVISION DATE PL. CLIENT: MARIE SOUZA I oil 168 Long Beach Road PROPOSED BASEMENT' Centerville MA 02632 1540 S\SEMENT SQUARE FEET � SCALE:116"oi'•0" REVIS 09.1915 CQlJjTOJJGNM�! NL'- TITLE:PROPOSED BASEMENT { qq /j�•y1 PLAN DATE: SEPTEMBER 19 20 88 �A( srngLG? Mf4 0263p Pi1CHAELA JIINERSON A.I.A. ARCHI'I'EC VRE A�1NTERIORS 193 Haneslme lane n Centerville,MA..02632 506 775.4264 t majamb@comcwt net r I i. i F / Y � r �t U t 1 +29-0-ABOVE GRAD'e. - PROPCSEii F.IDGE, I r Y + esa p "P' + 5116a"PROPOSED F.F.E. . E - � I I 1 ...- -$- 0`'tk15Tl'G_RACE dl`STREET - �16p EXISTING tVAlR B•DGCIC 4"3iAb Gld ��J7►lNJN6e tvAu- (s"CAv440 1"of GRvsNeA 17g" 10" jawle/p" G�NGFt� ant ` ,• EtP OtJ DA�D� P • E • ST70M,E ®nt M114PS — I " 3 b WIC 1(o D .M W 4 LL N �{) �D7IYA �PJry µ.)OR �!!• AND. S' NO, REVISION DATE 140 Al FlL-?mot rzaws )�S rr��cyc�/✓�n IDtl ComaxlE rR G (�'B.G. PfLLr GAP LAb aid 8•s 1-p' CLIENT: r MARIE SOUZA 2U KIP F05 '1-,U K P p1 j 108 Long Bewl,Ruud CerdGM11e MA 02632 SCALE: TITLE:PROPOSED EAST ELEVATION �08 596© Ja�2/avi8 DATE:OCTOBER 10.2018 MICHAEL A'JIMERSOV A.LA, ARCHITECTURE&I1"fERIORS 193 Hunalipt,Lane Centerville,MA:02632 508 775-4264 majamh@comeast.nm .y 1 1 K-2'-101. ------------------ ---------- -=-------------- III 11 u u u ------------------ --------- ----------------i� I ' I 11 11 it 11 11 I, ________-__________ ____________________-_________-_____J 1 11 II 11 ii 11 ____-_________ ____-_ ______-____-__�, 1 , 1 II II 11 II 11 I, 1 , I - II II II 11 11 11 1 1, 1 , I II II II II 11 1 ------ •-� II II II 11 II 1 I; 1 ; I II II 11 11 11 1 I, 1 , 1 11 II 11 11 11 1 I, 1 , 1 II II 11 II II 1 I, I , 1 II II II 11 Ii 1 1 , 1 II II 11 11 11 i ---------------------- II II it 11 Ii 1'. 11 II 11 11 11 1 ---------------a ,CL�► `t` 11 II II 11 11 1 - 1 11 11 11 11 11 i 1 V`TJ 11 II 11 11 If 1 ,; _ _______------___.,, ____--__ c _11 II II 11 11 1 --��-�_���! 11 II 11 11 11 1 _ I I 1 ` 11 II it it 11 1 a �`� it 11 ii 11 II I I; i 1 I 1 I O „ I1. 11 it „ , --------- ____ II II it it II 1 11 II.- it 11 II I _o 11 11 II tl it ' ________ _______________________ ______ o ______ __----- ______ ____________-------_-_-----__- I I 1 - 1 sue'`%"b �I� ------------------ ---------------- -i-' � / ----- ' 1 1 ------------------------------- sec.r ---------------------------------- i NO. REVISION DATE CLIENT: MARIE SOUZA 168 Long Beach Road Centerville MA 02632 SCALE:3116"=1'•0" TITLE:EXISTING 1st FLOOR PLAN DATE:SEPTEMBER 14,2018 NIICHAEL A.JIMERSON A.IA. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville, 02632 508 775-42-4264 majarch@comcast.net i� EDF---7 I I I I ___-_--____________-1__- __ -_-____ _--__- _____--_____-_--_-_-_-__---___-_____________ I � I I I vA 1 { i � ----- -------------------------- I I I I i i I I I I I I I I I I I I I I I __a 1 i I I i I i i i i i i 1 1 I NO. REVISION DATE i I CLIENT: MARIE SOUZA 168 Long Beach Road Centerville MA 02632 SCALE:3/16••=1'-0•• TITLE:EXISTING 2nd FLOOR PLAN DATE:SEPTEMBER 14,2018 MICHAEL A.JIMERSON A.IA. ARCHITECTURE&INTERIORS `�� 1 193 Horseshoe Lane l• Centerville,MA.02632 508775-4264 majarch@comcast.net 1 SEPTIC NOTES ZONE. r ■ 1.Water supply for this lot is municipal water. LBSB 2.Location of utilities shown on this plan are approx. Area (min.) 87,120 SF at least 72 hours prior to any excavation for this Frontage (min) 125' project the contractor shall make the required Width (min) -- Setbacks: notification to dig safe(1-888-344-7233) Front 20' 3.The contractor is required to secure appropriate permits Side 15' {>: from town agencies for construction defined by this plan. Rear 15' 'i A 4.Install risers with cover to within 6"of grade for r x` cove g 240 to de. To e OVERLAY DISTRICT; .� two covers and one steel r • cover is to be secured to unauthorized access. AP - Aquifer Protection District " 5.All structures to be subject to 14-20 loading. _. J, 28.50° '} _ ' 6.Proposed tight tank to be installed in accordance with r 1 '00 310 CMR 15.00 latest revision and FLOOD ZONE. 5.00 r X-3.9, eb d the town of Zone AE Elev. 13 LOCATION MAP I F/oat b board of health regulations,&248 CMR 2.00. - �, (Missing) Fio C-3.8' Community Pane! Na. 1"-2,DOOf' N at • 7.All piping within 10'of the building shall be cast iron.all #250001 0563 J V Concrete Cap On F/o X-4.4' other piping shall be Sch.40 PVC unless otherwise noted July 16, 2014 o) Stone Retaining Wall X-2.6' of 8. Tight tank shall be a 2,500 gallon,two piece tank with ASSESSORS REF.: M vep water tight sealant between the top and bottom piece.Tank is BOUYANCY CALCS Map 205, Parcel 8 V X-3.1' to be sealed with two layers of salt water tolerant foundation Wood Deck sealant and certified watertight by the manufacture. 2,500 Gallon H-20 Low Profile Septic Tank Wood Pile Dry Dead Weight=31,300 LBS -oX2 (Tin) DESIGN DATA 6"Heavy Bottom=1,575 LBS ' Xt / srora9e DESIGN FLOW Total Dry weight=32875 LBS Single Family Uplift=Bottom Belt=672 LBS Concrete Wall On 4 Bedrooms @ 110 GPD 64 LBS/FT3(7'X IT)=5,824 LBS/FT Stone Retaining Wall 5.75 FT*X 5,824LBS/FT=27,664 LBS No Garbage Grinder a wood Total 664+672=28 336 ^5 - od h'a/ Total Daily Flow=440 GPD _ •p� p� s�f�se _ Er�so: k Total Force 31,300-28,336-2,964 LBS Downward Force N� _ Confirm Ground Water Elevation at 1.9' Vv -tX4' TIGHT TANK If higher ground water is encountered,Pump f 4/` _ 500%o40 GPD =2,200 Gallons Min. f D /�` _ Ground Water out of Hole until Tank is Set 2 St to N y w/ Dwelling g ��'- 2,500 Gallon Tank Provided .�o Conc Lot area &Backfilled �P, "79 Conduit attached 4k5 n r , 3,950f SF To Wall Face to tank float switch 4 7' Once Tank is Set&Soil is Backfilied Above Concrete Belt 2X. axe connected to an , . _ 21sf x 100lb/CF x 7.25'=15,225 Additional Downward force. r audio & Visual alarm Tank will sink in total saturated state once buried. Top See Note 9 f, NIF OPERATION PLAN_ Wolter W Un germ ann +z �� 31.9' / `� Lawn Tank Shall Be Pumped Bi-Weekly For Fast C125741 r N I 3 Months Of Occupied In Se eson And off VARIANCES REQUERED Mark t X Season Use. Code of the Town of Barnstable C,t Paved 5x2' 4xs Chapter 360-1-Setback Requirements p Drive L1 A Pumping Record Shall Be Kept *Location of Components with Respect to Water Bodies I (n 6.3' kxe 100'Required-32'1 Provided To River(Edge of Wall) r- O Q) The Records Shall Be Reviewed With The 68f Variance Request _ 4 9 h O ^ ' Health Department,And An Appropriate Long State Environment Code Title 5 Lawn -_ Paved ,eh C� Term Pumping Plan Established After The 3 Months. 310 CMR 15.211 I Lawn r r,� Drive �1` Holding Tank Minimum Setback Distance Lawn �� _ •\, Tha 4 +nnor Re- A Qhol/ A F?n U P n"PHv T_ir+a meat 6 �o, r Q h With The Health Department,And The Pumping IW Required-5'Provided Edge ____ Plan s Necessary. Variance Request r o 4 ............. 5'Van Adjusted As an Gas & Water Ljne to be 3 W _ r + Cellar or Crawl Space Avoided During Cpnstruction _ q Al?, / i r The Operation Plan Shall Be Repeated For Any 10'Required-6.6'Provided 4xs PgVe 5.1' 98.5' Conc l/ m`' l i Change In Ownership or Occupancy. 3.4'Variance Request '• Neodw ment Edse o c„ j Sill EL. ,6.0' Typically over the counter Variance ."• •:. 8", - 2 C I i Approval with Engineered barrier. 0 Cleonou is ' "'"�,-4 3 so , v r I Tank sealant is Engineered barrier. Provided Typ. � G` '� See Note ) ..... oI CO �f 4 (tyP Septic Line N'\ sxe ,............. ...... �G.. �8 5 _ F.G. EL. 5.y ,± Pitched at 29 min. ` ` --� ............... .G ge 4x6 Proposed Z500 Gallon 4- �^-• ._ H-20 Low Profile Tight Tank EL. 4.38 with 2 Covers to Grade( Ing TBM Ei=3.90' ) Cut Sheet of Tank Provided) (NGVD EL. 3.45 h To of Ma Nail Missin re a An Audio & Visual Alarm Shale h Edge Proposed 2500 Gallon Be Set To J Capacity (1500 Gallons) 4x? H-20 Low Profile Tight Tank h h (Public yj/gy � Ground Water EI 1 g'.o EL. 3.00 .'0" tee on Inlet On Or In The Dwelling Brick sedl a . ricksRebu t T Voricb as Observed 8/76/2016 + Factory Certified Water Tight over proposed tank. Bricks to be ,hw--____ /e reset with out concrete for access I --o /Cytfj) 10, & Waterproofed/Sealed w/ 2 Coats of Salt Water Tolerant to tank middle cover. ¢k4" Min &212roved Sealant . 769 �`� EL. 2: 6"x6" Concrete Belt NIF For Heavy Bottom Tank I �onC1$eoch Rood Rim=® Lindsay/Barn i 25g5 Tr 95j5 Rt1Y Trs To Be Installed on C12g535 �� Stable Compacted Bose c�LAND DEVELOPED PROFILE OF PROPOSED TIGHT TANK Q CIVIL -5 No. 5269S NOT TO SCALE C HAL NOTES: PREPARED FOR: PREPARED BY. T1TLE: lte Plan or S1.) The property line information shown was George & Kristen Hoseotes- Williams CapeSurvcompiled from available record information. En ineerin & 7Pro osed Tight Tank P. G. BOX J?7� � � g 7 Parker Road 2.) The topographic information was obtained Norwell, MA 02061lVan Consulting, Inc. -Osterville MA 02655 At from an on the ground survey performed on or between 22/AUG/12 and 29/AUG/12. (508)428.3344 • P.O.Bcuc 659 • 7 Parker Road,Osterviile,MA t)2655 (508) 420-3994 (508) 420-3 995 fax w 168 Lon . Beach Road seei@suilivanerlgin.eom • wwsullWatwni#n.com copesurv@copecod.net 3.) The datum used is NGVD '29, a fixed mean 10 0 5 10 20 40 Draft:JOD/CTR CoIcs: CTR Field: RRL/MML Bamstablib (Centerville Mass. sea level datum. -(BM used RM18) Review: JOD Comp.: RRL DATE: AU ust 16 2416 SCALE: ,I „_101 Project: 32018 Project: Williams Project # C291 , CENTERVILLE RIVFR DEEP OBSERVATION HOLE LOGS P+15744 FLOOOODD N -die,_... n DATE OF TESTS: AUGUST 1, 2018 - - o EBB IMPROVEMENT PLAN FOR WORK TO COASTAL SEE BARNSTABLE D.P.W. DRAINAGE PERCOLATION RATE : .LESS THAN 2 MINUTES PER INCH DROP IN THE - " - -< < ._ - _ _ , .� B HORIZON IN DOH 2 -4 BE DONE ON EXISTING DRAIN PIPE JMTNESSED BY : JOHN G. SCHNAIBLE, CEC INSPECTIQN NQTE -3.2 x X-z.9 � ° 91°P° ���� engineering co. DON DESMARAIS, HEALTH AGENT x-2.8 A ':%s� � soe.zss.6su 260 aHsoe�,zss.6�o F MA bz6s3 THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTIONS) WOOD DECK A - -':I BEACH ROAD HIGH GROUNDWATER ELEV. = 1.18 NAVD 1988 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. `�2, f c ti`i i 40, CN RoiAo (HIGH GROUNDWATER BASED ON MONITORING WELL OVER MOON TIDE) INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER _ --= _ ��= . _ _ _-_ - - - - - - -_---- -_ r� �' I ��r BSA (D 0 PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON oo�o REQUIRED fNSPECITONS. - �a'o I ! o X3.2 LOCUS DEEP OBSERVATION HOLE 1 EL = 4.1 t x-ts �, � LOT . AREA I I PROPOSED sTAdRS - - i tNc o � --.._.._- N�tvac� curio DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER r 3,970t S.F. I I 1-1/2 STORY WOOD FRAME ED { OVE�L SURFACE HORIZON TEXTURE MUNSELL MOTTLING (0O9f AC.) I I 4 BEDROOM DWELLING RAISE HOUSE TO FEET O4r FEMA REGULATIONS TOP OF EXISTING O X3.3 { APPROXIMA E LOCATION � - 6 „ A LOAMY SAND 1 O YR 3 2 NONE DECK I( PROPOSED FIRST FLOOR EL = 14.9 FOUNDATION { DOF PROPOU RAINAGE EASEMENT �. 4 BARNSTABLE MA 6 - 24 B LOAMY SAND 10 YR 5/2 NONE cs r i I PROPOSED EL=4.1t { KEY M�IP �' SEWAGE DISPOSAL SYSTEM COMPONENTS o / I PROPOSED DECK WITH RAILINGS T.O.F. = 119 PROPOSM RETAINING WALL F. " MED. - COARSE THRESHOLD NO SCALE v, U w 24 - 64 C1 SAND 10 YR 5/6 NONE AN GROUNDWATER A : PROPOSED 1,000 GALLON SEP11C TANK H-20 / tiONC. t I EL=4.9t - WITH PROPOSED KILLINGS z a w SAND 8L I SLAB _� { �. T.O.W.= 11.Ot w W ENCOUNTERED AT A g❑: PROPOSED 1 000 GALLON PUMP CHAMBER H 20 COMc OCK REr. f PROPOSED STAIRS (DESIGNED BY 0 ER s o `'~ DEStCNED BY DINERS a Q w NONE ORGANICS DEPTH OF 45" ❑ i ( ) - ,� / SHED ) { { ( ) > 64" 72"- C2 PEAT __ ---� �_.,-, , / I t I ¢ z C Q: PROPOSED PRESSURE DISTRIBUTION LEACHING CHAMBERS (H-10) \ "�-..�, / x3.7 _ - `0.9 X3. PDRV D 6 _ { z � D❑: PROPOSED 2,500 GALLON TIGHT TANK (H-20) C.O. WE +10.s '.� { W 1 { PROPOSED IMPERVIOUS LINER PLAN REFERENCES: a a AVER DRIVE e 7 / � � �`,_,-,;" � { � (IN THIS AREA BOTTOM OF LINER BELOW x3.7 -- \ { EXISTING DRAINAGE PIPE) ASSESSORS MAP 206, PARCEL 008 DEEP OBSERVATION HOLE 2 EL = 3.7t CO. < { c i o � C RINSE AREA z � { { PROPOSED WATER AND GAS LCP 13974F LOT Al & A5 m c ` DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER \ EXISTING PAVEMENT TO BE REMOVED \ � 0 Q 0 "' C { SERVICE LINES " ® o q SURFACE HORIZON TEXTURE MUNSELL MOTTLING \ AND REPLACED WITH SHELLS x 10 o LOCA11ON OF THE EXISTING 8 DRAIN 04 w 2 " ; �.� X4.1 1 x3.7 { { _ SHOWN IS BASED ON LICENSE PLAN NO. w �' 3 O - 6 A LOAMY SAND 10 YR 3/2 NONE SOIL REMOVAL NOTE - ` / {' SEE BARNSTABLE D.P.W. " o 4 -�` / -3 { ENGINEERING DIVISION DRAINAGE 1963 ENTITLED PLAN OF PROPOSED " - NONE `~ ! ' - _ \ \ �1 Q f � 1+ IMPROVEMENT PLAN DATED STONE RETAINING WALL; PLAN w � a 6 22 B LOAMY SAND 10 YR 5 2 PERC AT 18 ALL PEAT AND UNSUITABLE MATERIALS LOCATED BENEATH PRECAST / BARRIER 4.1\ r LJ - +9 ` ,+ , - 9/26/2018 FOR LOCATION AND ACCOMPANYING PETITION OF EDMUND L o LIMIT OF WORK SEDIMENTATION BARK \ ELEVATION OF DRAINAGE 0 " " MED. - COARSE CONCRETE STRUCTURES SHALL BE COMPLETELY REMOVED BEFORE w KETTLES, ET UX. TO BUILD A STONE C - o 22 - 64 C1 SAND 10 YR 5/6 NONE SAND GROUNDWATER 1 x3.6 ; ^' CATCH aaslN STRUCTURES RETAINING WALL IN CENTERVIL.LE RIVER, d ENCOUNTERED AT A STRUCTURES ARE TO BE INSTALLED. x _ RIM EL.=2..5± " � " " C2 PEAT NONE ORGANICS DEPTH of 49 INV. ;IN=0.8± (12' CMP) CENTERVILLE, BARNSTABLE DATED MAY w z 64 - 72 --- _ _ FOCI of QAVEtAEraT x3. 17 1938 AND IS NOT FIELD VERIFIED. o C4 REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5 BEYOND THE -- -� `" x3.6 INV. auT-t.o� (8„ RCP) OUTER PERIMETER OF THE SOIL ABSORPTION SYSTEM (SEE DETAIL) EXISTING CESSPOOLS AN S DOWN TO •B• HORIZON (BELOW EL= 3.0t - SEE DOH #2) AND SEE SOIL"REMOVAL NOTE PROPOSED RETAINING WALL (TO BE REMOVED AND FILLED) pROPosET OVERDtG REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #12. EXISTING WATER AND GAS SERVICE WITH PROPOSED RAILINGS o PROPOSED IMPERVIOUS LINER //'}} J��/'� � � � LINES TA BE RELOCATED (SEE DETAIL SHEET C2.4.1) FLOOD NOTE: O TES ( ) (DESIGNED BY OTHERS) p AA /� ROAD FLOOD ZONE AE (EL 13) AS SHOWN ON N N G D Ef�CH ROA LJ PROPOSED LEACHING AREA FEMA FIRM PANEL #25001 CO563J `; NOTES PUMP SPECIFI CA TIONS: LONG EFFECTIVE DATE JULY 16, 2014 C� a 1. GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 1. PUMPS SHALL BE CAPABLE OF PUMPING 16 GPM @ 10' TDH, YARIANCE.J - 2. ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR TO PROPOSED DOSE = 90 GALLONS INCLUDES ALLOWANCE FOR PIPE CONTRACTOR SHALL CONNECT DA TU1Yl NV TE: 310 MR 15.000 (TITLE 5) RIM EL.=2.8t TO EXISTING WATER MAIN PER BENCHMARK-TOP OF CONCRETE INSTALLATION OF ANY SYSTEM COMPONENTS. VOLUMES}. INSTALL MYERS SRM4 SUBMERSIBLE SEWAGE PUMP, 4/10 BOUND-EL=3.65 (NAVD 1988) SEAL INV. OUT=i.7� (6 PVC) STATE AND LOCAL REGULATIONS HP, SINGE PHASE. ELEVATIONS SHOWN HEREON ARE BASED 2. FORCE MAINS TO BE 1-t 2" DIA. SCHEDULE 4c1 PVC PRESSURE PIPE. 15.2t1 MINIMUM SETBACK DISTANCES 3. THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENTS OF TITLE 5 OF THE STATE / r � 1 ON THE NORTH AMERICAN VERTICAL 1.5 C.F. POURED CONCRETE THRUST BLOCKS ARE TO BE PROVIDED AT -HOLDING TANK LESS THAN 10 FROM PROPERTY LINE (7 VARIANCE REQUESTED) ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS DATUM 1988 (NAVD 1988) ► , EXCEPT AS NOTED. FORCE MAIN ANGLE POINTS. FORCE MAINS SHALL DRAIN TO PUMP -HOLDING TANK LESS THAN 25 FROM SURFACE WATER (7 VARIANCE REQUESTED) 1 � �^ dR� " x CHAMBER. , PLANrru 4. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED 3. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH SEPTIC TANK LESS THAN 10 FROM PROPERTY LINE (3 VARIANCE REQUESTED) THE PUMP CONTROLS, -SEPTIC TANK LESS THAN 10t FROM SLAB FOUNDATION (3 VARIANCE REQUESTED) 10 5 0 10 30 LEGEND : -, WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM 4. LIFT OUT PUMP SYSTEM SHALL. BE INSTALLED. -SEPTIC TANK LESS THAN 25' FROM SURFACE WATER 11' VARIANCE REQUESTED) 'VI`.• SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS,;, ( 5. ALL PUMP INSTALLA11ON HARDWARE, INCLUDING RAILS, SHALL BE EXISTING ' A\' �a 5. PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, ' STAINLESS STEEL -PUMP CHAMBER LESS THAN 10' FROM FOUNDATION (6' VARIANCE REQUESTED) INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 6. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP INSTALLATION. -PUMP CHAMBER LESS THAN 25' FROM SURFACE WATER (3' VARIANCE REQUESTED) 1 inch = 10 ft • CONC. BOUND ' 7. CONTROL PANEL LOCATION SHALT BE DETERMINED BY THE CLIENT AND 6. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS.OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. THE CONTRACTOR. -LEACHING FACILITY LESS THAN 10' FROM PROPERTY LINE (3' VARIANCE REQUESTED) (THIS AREA IS SERVED BY TOWN WATER) CATCH BASIN � SCH 40 PVC SHALL BE 0.01 FT/FT. -LEACHING FACILITY LESS THAN 20' FROM FOUNDATION (17' VARIANCE REQUESTED) SEWER MANHOLE w -LEACHING FACILITY LESS THAN 25' FROM DRAIN (LEACHING) TO SURFACE WATER (17' VARIANCE REQUESTED) W 7. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT -LEACHING FACILITY LESS THAN 5T FROM SURFACE WATER (22' VARIANCE REQUESTED) C MONITORING WELL ¢ OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. (n TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS GAS METER z 8. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALT NOT BE APPROVED IF THE USE OF THEIR -CH. 360 ART. 1 - LOCATION OF SEPTIC TANK WITH RESPECT TO WATER COURSE >100' (86' VARIANCE REQUESTED) EQUIPMENT REQUIRES CHANGES IN DESIGN. -CH, 360 ART. 1 - LOCATION OF PUMP CHAMBER WITH RESPECT TO WATER COURSE >100' (77' VARIANCE REQUESTED) GAS VALVE p �1 -CH.. 360 ART. 1 - LOCATION OF SOIL ABSORPTION SYSTEM NTH RESPECT TO WATER COURSE >100' (72' VARIANCE REQUESTED) WATER VALVE 9. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND W SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. -CH. 360 ART. 1 - LOCATION OF HOLDING TANK WITH RESPECT TO WATER COURSE >100' (82' VARIANCE REQUESTED) ui WATER METER 10. THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE -' ELECTRIC METER SAND. CC ui CENTERVILLE UTILITY POLE N. 11. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO o RIVER x WOOD FENCE LOCATE THEM ONCE BURIED. 20 20 EDGE OF LAWN 12. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND SPLIT RAIL FENCE OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY - - -- W WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL. LARGER THAN 2 INCHES: RAISEDWELING PROPOSED RETAINING WALL DWELLING, --�-6- STOCKADE FENCE THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: 10"DESIGNED BY OTHERS) (TYP.) OVERHEAD UTILITY LINE � � � SIEVE PERCENT 15 --- -_. - - ------- ---- F.F.E. EL. _ 14.9 15 GAS LINE SIZE PASSING T.O.F. EL 13.5 WATER LINE 50 10%-100% FEMA FLOOD ZONE AE (EL. 13) - - 4 - - CONTOUR 100 07*-20% ►--! 200 07-5% PROPOSED GRADE T.O.W. EL. = 11.0 x4.2 SPOT ELEV. 4 T.O.W. EL, = 9.0 ;:. 10 PROPOSED o DESIGN CALCULATIONS GRADE EL. = 3.5 +11.5 SPOT GRADE 5 5 w WATER LINE TIGHT TANK EXISTING ROAD EXISTING DECK co. CLEANOUT w EXISTING GRADE DESIGN FLOW: 4 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 440 GPD ¢ a �, 440 GPD X 500% = 2,200 GALLONS - USE Z500 GALLON SEP11C TANK I FEMA APPROVED FOUNDATION '- INSTALL• ONE ( 1 ) - 2,500 GAL SEPTIC TANK (TIGHT TANK) (H-20) WITH AUDIO/VISUAL ALARM GRADE EL. = 3O PROPOSED SCALE 0 IMPERVIOUS LINER z O AS NOTED DRAWING Frr FC18969-C3D.dwg N GREYWATFR SYSTEM TOP EL = 9.0 BOT. EL = 3.0 PROPOSED LEACHING CHAMBER WITH STONE w EXISTING GAS BATE DESIGN FLOW` 4 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 440 GPD �'"� 440 GPD X 200% = 880 GALLONS USE 1,000 GALLON SEPTIC TANK, MIN. ALLOWED SERVICE Vt = 300 S.F. x .74 = 222 GPD > 220 GPD REQ D -5 -5 DRAWN BY TRG/MAP/CPM 0 10 20 30 40 50 60 70 75 CHECKED BY a INSTALL ONE ( 1 ) 1,000 GALLON SEPTIC TANK (H-20} 00 ONE ( 1 ) - 1,000 GALLON PUMP CHAMBER (H-20) THE LOT SHOWN HEREON IS AS DESCRIBED ON ONE ( 1 ) - 300 S.F. (21x8.83) + (21+8.83) 2 (2) x 0.74 Vt = 225 GPD > 220 GPD REQ'D. LAND COURT PLAN 13974F. Q PROFILE �.. 5 2.5 0 5 15 PLS s DATE /Z !7 I u o C291,elNIcELVVEh ANo.33602 c pp c* ao SURd I Or 2 SHEETS 1 inch = 5 it cq4, ��' � . Q THIS AREA IS SERVED BY TOWN WATER - ( ) PROJECT NO. [c V CI8969.00 BUOYANCY CALCULA TIONS: FRAME HEAVY DUTY "SEAL FINISH BOLTED CAST IRON FRAME AND COVER TO FINISHED GRADE (H-20) PROPOSED 1.QQO GALLON SEP71C TANK (ff-20) PROPOSED 1,000 GALLON PUMP CHAMBER (H-20Z PROPOSED 2.500 GALLON 77GHT TANK (11-20 11'L x 6'W. x 0.51). CONCRETE SLAB FOR ASSUMPTIONS: ASSUMPTIONS: ASSUMPTIONS: COUNTER BUOYANCY TANK IS EMPTY TANK IS EMPTY TANK IS EMPTY EXISTING E li G TOP OF TANK DIMENSIONS = 9 L x 5.25'W x 6'D TANK DIMENSIONS = 9'L x 5.25'W x 6'D TANK DIMENSIONS = 111 x 6 W x 8.58 D FOUNDATION PRECAST CONCRETE RISERS engineering Co. TANK WEIGHT 14,500 LB TANK WEIGHT= 14,500 LB TANK WEIGHT= 28,000 LB EL = 4.1t (TYP.) W/ COVER (H-20) NEMAWEIGHT OF RISERS AND COVERS NOT INCLUDED WEIGHT OF RISERS AND COVERS NOT INCLUDED WEIGHT OF RISERS AND COVERS NOT INCLUDED TO WITHIN 6" OF GRADE JUNCTION 4x 26a Cranberry Hwy. .25S.Orleans, 0 o26ss ) ( ) ( � JUNCITON BOX 508.255.6511 P 506.255.6700 f BUOYANCY FORCE ON EMPTY TANK; BUOYANCY FORCE ON EMPTY TANK: BUOYANCY FORCE ON EMPTY TANK: FINISH GRADE EL 4.Tt DISPLACED WATER VOLUME = 9'L x 5.25'W x 6'D DISPLACED WATER VOLUME = 9'L x 5.25'W x 6'D DISPLACED WATER VOLUME = 11'L x 6'W x 8.58'D 3.95 STAINLESS STEEL FLOAT BRACKET VOLUME = 284 C.F. VOLUME = 284 G.F. VOLUME = 567 C.F. BY sJE RHOMBUS (OR EQUAL) BUOYANT FORCE UP = 284 C.F. x 62.4 LB/CF = 17,722 LB BUOYANT FORCE UP = 284 C.F. x 62.4 LB/CF = 17,722 LB BUOYANT FORCE UP = 567 C.F. x 62.4 LB/CF 35,381 LB WATERTIGHT BOOT DOWNWARD FORCES: DOWNWARD FORCES: DOWNWARD FORCES: REP Lut� TANK WEIGHT = 14,500 LB TANK WEIGHT = 14,500 LB TANK WEIGHT = 28,000 LB PIPEE PROPosED 4" D:A sCH 4O PVC PIPE4 z E~ SEASONAL HIGH GW ADDITIONAL BALLAST REQUIRED: ADD 91 x 5.25'W x 0.5'D CONCRETE SLAB ADDITIONAL BALLAST REQUIRED: ADD 9'L x 5.25'W x 0.5'D CON FgOffi6NAL BALLAST REQUIRED: ADD 111 x 6'W x 0.5'D CONCRETE SLAB u EL 1.2t = a SURFACE AREA FOR CONCRETE SLAB = - SURFACE AREA FOR CONCRETE SLAB = SURFACE AREA FOR CONCRETE SLAB = 3.00 220 __ HIGH WATER LEVEL ® sax of TANK CAPACITY - o TOTAL SURFACE AREA SLAB - 3 (24' COVERS/RISERS) - 37.8 S.F. TOTAL SURFACE AREA SLAB - 3 (24' COVERS/RISERS) = 37.8 S.F. TOTAL SURFACE AREA SLAB- 3 (24" COVERS/RISERS) = 56.6 S.F. 7'-4' w VERIFY x Z SOIL ON TOP OF TANK: - _ SOIL ON TOP OF TANK: - - SOIL ON TOP OF TANK: 4 0' IN FIELD Q TOTAL SURFACE AREA OF TANK (2) 24 DIA. COVERS/RISERS 41 S.F. TOTAL SURFACE AREA OF TANK (2) 24 DIA. COVERS/RISERS 41 S.F. TOTAL SURFACE AREA OF TANK (2) 24 DIA. COVERS/RISERS = 59.7 S.F. <t z O BOOR EL = -4.6t HIGH WATER ALARM TO COVER SOILS = 0.75' (AVG.) x 41 S.F. x 110 LB/CF = 3,382 LB COVER SOILS = 1' (AVG.) x 41 S.F. x 110 LB/CF = 4,510 LB COVER SOILS = 0.75' (AVG.) x 59.7 S.F. x 110 LB/CF = 4,925 LB "" HIGHBUIL WIRED R EXISTING � � O SLAB = 0.5' x 37.8 S.F. x 145 LB/CF = 2,741 LB SLAB = 0.5' x 37.8 S.F. x 145 LB/CF = 2,741 LB SLAB = 0.5' x 56.6 S.F. x 145 LB/CF 4,104 LB Y p a ¢ o 20t E1 Q 4 2 TOTAL DOWNWARD FORCE = 14,500 LB + 3,382 LB + 2,741 = 20,623 LB TOTAL DOWNWARD FORCE = 14,500 LB + 4,510 LB + 2,741 = 21,751 LB TOTAL DOWNWARD FORCE = 28,000 LB + 4,925 LB + 4,104 = 37,029 LB THE MINIMUM SLOPE FOR 4' DIA SCH 40 PVC COMPACTED BASE © w z PIPE IS 1/8' PER FT W/ 6' LAYER OF U NET DOWNWARD FORCE = 20,623 LB - 17,722 LB 2,901 LB NET DOWNWARD FORCE = 21,751 LB - 17,722 LB = 4,029 LB NET DOWNWARD FORCE = 37,029 LB - 35,381 LB = 1,648 LB CRUSHED STONE © o p w 4 3 2,500- GALLON 77GHT TANK LH-20) DETAIL Q Q (NOT TO SCALE) cn m a ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 0 ° Q < U ��, u H-20 SQUARE VALVE p 2" X 2' X 3' FRAME AND COVER BOX O WOODEN STAKE 4" THREADED PLUG WITH A 6' ON CENTER (MAX.) SQUARE RECESSED DRIVE FINISH GRADE 00 00 ocs 0 1.5" 0 SCH 40 0 0 0 A o f PVC D{ST. LATERAL CEMENT MASONRY 8 STRAW WATTLE BLOCKS (MORTARED) 11�0 THREAD EIGHT ( 8 DEBURRED 5/16' 0 II II SLOPE ---►, CLEANOUT°DAIPTOR r' N •- GOT DISCHARGE HOLES II o II TWO OBSERVATION PORTS. USE 9" HEAVY (ALTERNATE SIDES, 2' APART) I 3, AREA TO BE PROTECTED 4' PVC BELL END SEAL DUTY C.I. COVERS TO FINISH GRADE II II (SEE PLAN FOR LOCATIONS) II II ,.. CRUSHED STONE FINISHED GRADE _ �I 4' PVC BELL END .- ° , " " PRECAST CONC. IC II 2.0' (TYP.) 2 LAYER OF 1/8 g • LEACHING I WYE BRANCH TO 1 2" WASHED STONE CHAMBER II IC" i L �12 (TYP.) ,, II SEDIMENT CONTROL BARRIER DETAIL " 4 THREADED PLUG 3/4" TO 1-1 2" I II NOT TO SCALE DOUBLE WASHED STONE BOTTOM OF PIPE -\� 6" DIA. SCH 40 PVC. PIPE NOTES: FLOW REMSOILOVAL OVER DIG SAND/ STONE� BOTTOM 12" TO BE SLOTTED 20 SLOT) DIRECTION OF FLOW (SEE SOIL.REMOVAL NOTE) 5 (# ) 1. THE SEDIMENT CONTROL BARRIER SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION I INTERFACE (SET AT SAND/STONE INTERFACE) SECTION VIEW TOP VIEW AND MAINTAINED UNTIL STABILIZATION AND REVEGETATION OF DISTURBED AREAS. 5' 2' '0" �p��p��-ry PORT ( /� DETAIL 2 DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL CLEANOUT DETAIL 2-0" 2`-0" CLEANOUT W D ((ll f l© ('O DISCHARGE HOLE DETAIL AND SHALL PROTECT THE CONSTRUCTION SITE FROM EROSION UNTIL COMPLETION OF SITE " � � WORK AND ESTABUSHMENT OF VEGETATIVE GROUND COVER. 8-10 O OBSERVATION PORT NOT TO SCALE NOT TO SCALE NOT TO SCALE �.. 3. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TT3 INLET SIDE ice•8'-6" DAY OPERATION AT THE SITE. THE SITE SHOULD BE POUCED DAILY TO REMOVE ANY I 2'-0' ( 0. LITTER OR DEBRIS. I 5 "1 Q C4 �i 4. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL / BE STABIUZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE J���21-0 Lr- PRO,ECT SITE DETAIL OF LEACHIING CHAMBER w NOT TO SCALE ONE (1)- 211 x 8.83'W x 27D LEACHING CHAMBER CONSTRUCT BY PLACING TWO 8'-6" x 4'-10' x 2'-0' LEACHING CHAMBER UNITS END TO END WITH 2'-0' STONE ON ENDS AND 2'-0' Q STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS 9" EHCI LEBARON LA 0910 CLEANOUT COVER TO FINISH GRADE (TYPICAL) MANUFACTURED BY SHOREY PRECAST OR EQUAL). 1.5"0 SCH 40 PVC PRESSURE PIPE LATERAL 1.5'0 SCHEDULE 40 P.V.C. THREADED CAP (HOLES FACING UP SEE DISCHARGE HOLE DETAIL) 4' CONCRETE COLLAR (TYP.) OBSERVATION PORT OBSERVATION PORT RAISE COVER TO WITHIN 6" PRECAST CONCRETE RAISE COVER TO WITHIN OF FINISH GRADE FINISH GRADE 1D'-•11"t LEACHING CHAMBER (TYP.) 6" OF FINISH GRADE ----FINISH GRADE --- - - -- _ ---- 9'L X 5.25'W. X 0.51). CONCRETE 9'L X 5.25'W. X 0.5D. CONCRETE a H SLAB FOR COUNTER BUOYANCY SLAB FOR COUNTER BUOYANCY 2' OF 3 4 22' HEAVY DUTY "SEAL-TITS" 22" HEAVY DUTY 22' HEAVY DUTY "SEAL-TTTE" 22' HEAVY DUTY"SEAL-TITS" 9' MIN. / " TO 1 1/2" DOUBLE �'•"1 TOP .1 FOUNDATION 3'MAX. 2 LAYER Of 1/8" TO 1/2' DOUBLE WASHED STONE WASHED STONE ON ENDS (TYP.) 6 CRUSHED STONE (TYP.) Q W BOLTED CAST IRON FRAME AND `SEAL-TITS" BOLTED CAST BOLTED CAST IRON FRAME AND BOLTED CAST IRON FRAME AND " EL=4.1f COVER TO FINISH GRADE (H-20) IRON FRAME AND COVER TO COVER TO FINISH GRADE (H-20) COVER TO FINISH GRADE FOR 3/4' TO 1 1/2" DOUBLE WASHED STONE FINISH GRADE FOR ACCESS ACCESS TO PUMP (H-20) --. TOP OF LINER (EL 9.0) FLOW FROM a LARGE RADIUS BEND To TEE FILTER (H-20) ` PUMP CHAMBER e� FINISH GRADE=5.0't FINISH GRADE=5.0't 1.5 PERFORATED LATERAL I i " ®'CC=�•fti L�T7 C7,CI, �+ (SEE DETAIL THIS SHEET) :: 12-0 EFFECTIVE 40 MILS LINER AROUND SYSTEM Qo O'g ® r x �7 C� 4.25 " 4.00 UNION 8.20 DEPTH WITH 5 OVERLAP AT SEAM � ��,� •�. � 9 MIN. 9 MIN. --- �I (SEE PLAN FOR ifJCA110N) tz1 CONNECTION ALL 2 EFFECTIVE DEPTH 6' DIA. SCH. 40 PVC a 3' MAX. = 3' MAX. BOTTOM 12 TO BE SLOTTED 20 SLOT) 4' DIA SCH 44 PVC PIPE g • . • •.- • K •. ,. . • F. OR AS REQUIRED BY MASS w i z r FLOW 1 .. .. `- (# l� REPLUMB PLUMBING CODE ,` '`r :' LINE • 4" DIA SCH 40 :` ' • ` 6.20 (SET AT SAND/STONE INTERFACE) U O LL •• • A ••r• w-r' ! tl 1 tl r ' C� PIPE " 2-O 4-10 2-0 DROP:2 min. PVC PIPE GATE VALVE 2.25 1-1/2" FORCE MAIN ALL w 3" max. - I5' MAX. I^ • CHECK VALVE --.,. 3' MIN. tz 1d" -5/16" BLEEDER HOLE ' SIDE VIEW OF LEA CiHING CHAMBER 3.00 2.50 ZABEL Al$00 2.25 5 OVERDIG LEACHING CHAMBER 5 OVERDIG BOTTOM OF LINER (EL 3.0) SCALE LIQUID DEPTH EFFLUENT FILTER _ 3 ALARM ON 22 PROPOSED OR APPROVED 2.30 END VIEW N •�� 4'-0" '� ... " AS NOTED NOT TO SCALE DRAWING FILE h THE MINIMUM SLOPE FOR EQUIVALENT SIMPLEX PUMP PUMP "ON" C18969-C3D.dwg HIGH 4" DIA SCH 40 PVC MYERS SRM4 OR 4 PUMP "OFF" MONITORING GROUNDWATER WELL DUR NG FULL MOON TIDE CYCOLE BSERVED IN DATE PIPE IS 1/8' PER FT .1 ; . APPROVED EQUAL 18" SUMP GROUNDWATER ELEVATION = -0.4'f OBSERVED IN DOH-2 DUAwN13v g FLOOR EL=-1.75 FLOOR EL=-2.00 M 77. ...- •. TRG/GPM COMPACTED BASE clm.CrcrD BY W/ 6" LAYER OF COMPACTED BASE BASE 00 0 CRUSHED STONE W/ 6 LAYER OF o CRUSHED STONE 1c 16't 1,000 GALLON SEPTIC TANK (H-20) 2'f 1,000 GALLON EFFLUENT DOSING CHAMBER (H-20) 15'f cv (10`MIN.) (INSIDE TANK DIMENSIONS: 8'-2"L x 4'-5"W) (INSIDE TANK DIMENSIONS: 8'-2"L x 4'-5"W) owl c S - C2 NOTE: SCHEMA TIC FLOW PROFILE 4*1 WATERTIGHT BOOTS SHALL BE INSTALLED AT INLETS AND OUTLETS OF SEPTIC TANK AND PUMP CHAMBER. (NOT TO SCALE) ALL INSTALLATIONS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE `� 2 CJF 2 SHEETS ro rROJECT N(7. w v C 18969.00 DATE. OF TESTS AUGUST 1, 201$ PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE DEEP OBSERVATION HOLE LOGS B AND C HORIZON IN DOH #2 CENTERWILLE RIVER w WITNESSED BY JOHN G. SCHNAIBLE, CEC FLOOD N .,.1.�►` NO SCALE DON DESMARAIS, HEALTH AGENT DEEP OBSERVATION HOLE 1 EL = 4.1t HIGH GROUNDWATER ELEV. = 1.18 NAVD 198$ ' �- - EBB COASTAL DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER (HIGH GROUNDVATER BASED ON MONITORING WELL OVER MOON TIDE) o ` - ROPo �q%i 811g111881"111 CO SURFACE HORIZON TEXTURE MUNSELL MOh(LING 4-^ ` ' ` EP � �.!•Ho�� 260 Cranberry H".Orleans,MA 02653 0" - 6" A LOAMY SAND 10 YR 3/2 NONE x-3.2 x-2s Q, .- - . : : s 5oa•z55.6Su P 508.255.6700 F X-2.8 __ OQL, DICK CENMRWILLE RIVER r t �.' BEACH ROAD „ BUOYANCY CALCULATIONS. _ ;vh`: 6 - 24 B LOAMY SAND 10 YR 5/2 NONEMEW LOU GALLON SEP77C TM - c� - EP n MED. - COARSE ASSUMPTIONS: - = - - - ._ _- - - - -- - x D w _ _ - 24 - 64 Cl SAND 10 YR 5/6 NONE GROUNDWATER ENCGUNTERED TANK IS EMPTY v - SAND _ •-.• AT A DEPTH OF 45' r QP .. '` y�_ ��., QCUS' •''' SCkjND C2 PEAT TANK DIMENSIONS = 9 L X 5.25'w x 6 D NANN�T X4.0 its X3.2 64 72 --_ NONE ORGANICS TANK WEIGHT= 14,500 LB (WEIGHT OF RISERS AND COVERS NOT INCLUDED) BUOYANCY FORCE ON EMPTY TANK: X-1.6 _ LOT �� A 1 I C4 DISPLACED WATER VOLUME = 9'L x 5.25'W x 6b '< Gt1 BARNSTABLE MA 3,970t S.F. VOLUME = 284 C.F. l BUOYANT FORCE UP = 284 C.F x 62.4 LB CF = 17 722 LB r' 1 6 ' / f (0.09 t AC.) DOWNWARD FORCES ,. ;_ , . ,h t F ,,4 cs �, : , r„ DEEP OBSERVATION HOLE 2 EL = 3.7t TANK WEIGHT= 14500 LB ( ; BETIR'0 , 0Vll_UJlN; X3.3 KEG' MAP ADDITIONAL BALLAST REWIRED: ADD 91 x 5.25 W x O.5 D CONCRETE SLAB DEPTH FROM SOIL SOIL SOIL COLOR SOIL A AREA = . a SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER TOTAL SURFACE AREA SLAB - 3 (24' COVERS/RISERS) - 37.8 S.F. 1 NO SCALE SOIL ON TOP OF TANK: c r ' 1 ,RESH 1L n n TOTAL SURFACE AREA OF TANK - 2) 24" DIA COVERS/RISERS = 41 S.F. - - CCy,i ` . u{ 1 ! _.,:, 1r. 0 - 6 A LOAMY SAND 10 YR 3/2 NONE COVER SOILS = aa5' (AVG) x 41 S.F. x 110 LB/CF . 3,382 LB A r ° 1 Q SLAB = 0.5' x 37.8 S.F. x 145 LB/CF = 2,741 LB 1 -- - PLAN REFERENCES: ar�l 6„ - 22„ B LOAMY SAND 10 YR 5/2 NONE PERC AT 18" TOTAL DOWNWARD FORCE = 14500 LB + 3382 LB + 741 = 20,623 LB `' ``"'��.�,`� X317 y NET DOWNWARD FORCE = 20,623 LB - 17,722 LB = 2,901 LB <a k r1 v X3.W6 }'n:. ty 1 <C z NONE � ASSESSORS MAP 205, PARCEL 008 a 22„ - 64" Cl SAND 10 YR 5/6 MED. - COARSE GROUNDWATER ENcJNTERm - -- 1� ~E 71 " :`` 1 SAND AT A DEPTH OF 49' PR p 1.000 GAlL PUMP t lA1/BFR 1'H-20) \ X33 , x3.7 .. ,U f Q f� _� rG C2 PEAT -_- NONE ORGANICS -I rul„ _< _ .f.,. ... r' uu n, �, . LCP 13974F 64" - 72„ r -y / - J' ° i ',� 1 PROPOSED WATER v, ASSUMPTIONS: PINSE AREA r _ ___ TANK Is EMPTY Q Ur , Gr,. 7 AND GAS SERVICE „ TANK DIMENSIONS - 9'L x 5.2VW x 61D A y �1 LOCATION OF THE EXISTING 8 DRAIN X B C� i `' � -, �.,: SHOWN IS BASED ON LICENSE PLAN NO. TANK WEIGHT= 14,500 LB (WEIGHT IG RISERS AND COVERS NOT INCLUDED) `�\ , C ('� O c d'V x3.7 1963 ENTITLED 'PLAN OF PROPOSED BUOYANCY FORCE ON EMPTY TANK: MD f -', 1 SEE BARNSTABLE D.P.W. - STONE RETAINING WALL; PLAN q DISPLACED WATER VOLUME = 9'L x 5.25'W x 6'D ` - EXISTING PAVEMENT � X / _ \PROPOSED 300 S.F. -� �� 1 ENGINEERING DIVISION DRAINAGE ACCOMPANYING PETITION OF EDMUND L A VOLUME - 284 C.F. TO BE REMOVED LEACHING AREA - IMPROVEMENT PLAN DATED ['C� 1 BUOYANT FORCE UP = 284 C.F. x 62.4 LB/CF = 17,722 LB X4.1 1 X4.8 4, 1 - '' �_ 9/26/2018 FOR LOCATION AND KETTLES, ET UX. TO BUILD A STONE DESIGN CALCVLA T10N5 " ', ELFvanoN of DRAINAGE RETAINING WALL IN CENTERVILLE RIVER, DowrIwARD FORCES- LIMIT OF WORK SEDIMENTATION 1 TANK WEIGHT L 14,500 LB / 1 I ___---1 STRUCTURES CENTERVILLE BARNSTABLE DATED MAY ADDITIONAL BALLAST REWIRED: ADD 91 x 5.25W x 0.5D CONCRETE SLAB ,>t .. BARRIER. . f 4 - " ---�`-"� - � ��+ � TIGHT TANK �: ' _ ,tt --X _ , �r ` --� ;._ ' 17, 1938, AND IS NOT FIELD VERIFIED. TOTAL SURFACE AREA SLAB - 3(24 COVERS/RISERS) = 37.8 S.F. _ X3.3 SOIL ON TOP OF TANK: • EXISTING WATER AND GAS DESIGN FLOW: EXISTNG 4 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 440 GPD Toni.SURFACE AREA of TANK - (2) 24 DIA. cawts/msERS = 41 S.F. ` "'" X3.6 EXISTING CESSPOOLS TO � �1,�1 T�r 440 GPD X 500% = 2,200 GALLONS USE 2,500 GALLON SEPTIC TANK sLAe COVER SOILS1 (A VG.) x 41 S.F.2 110 B/CF = 4.510 LB SERVICE LINES TO BE RELOCATED ROAD BE REMOVED AND FILLED FLOOD NO !C: INSTALL: ONE ( 1 ) - 2,500 GAL SEPTIC TANK (TIGHT TANK) (H-20) WITH AUDIOVISUAL ALARM TOTAL DOWNWARD FORCE = 14 + 4,519 + 741 - 21,751 LB LONG c, NET DOWNWARD FORCE = 21,751 LB - 17,722 LB = 4,029 LB VINYL LINER FLOOD ZONE AE (EL 13) AS SHOWN ON GREYWATER SYSTEM FEMA FIRM PANEL #25001CO563J p P�tOPOSED 2500 GAL(.�T TANK (H-20) r Tr , , ,;I --- w --------� , EFFECTIVE DATE JULY 16, 2014 SIGN FLOW.. EXISTING 4 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 440 GPD AssuMPTIONs o 440 GPD X 200% = 880 GALLONS - USE 1,000 GALLON SEPTIC TANK, MIN. ALLOWED TANK IS EMPTY 1 A 300 S.F. PERC-RITE DRIP DISPERSAL FIELD CAN LEACH: TANK DIMENSIONS = 111 x 6'W x 8.58'D DA TUIV/ NOTE: Vt = 300 S.F. x .74 = 222 GPD > 220 GPD REQ'D TANK WEIGHT= 28,000 LB SEAL (WEIGHT OF RISERS AND COVERS NOT INCLUDED) BENCHMARK-TOP OF CONCRETE BUOYANCY FORCE FORS ON EMPTY TANK:OY B `.1 ELEVATIONS SHOWN HEREON ARE BASED = U r s _ {;; -) ON THE NORTH AMERICAN VERTICAL s .v INSTALL ONE ( 1 ) - 1,000 GALLON SEPTIC TANK (H-20) DISPLACED WATER valE = IT'LL x s"W x 858D BOUND-EL=3.65 (Nava t9s8) ONE ( 1 ) - 1,000 GALLON PUMP CHAMBER (H-20) VOLUME = 567 C.F. 4;+ C BUOYANT FORCE UP = 567 C.F. x 67-4 LB/CF = 35,381 LB ` DATUM 1988 (NAND 1988) `/f`r ONE ( 1 } - RITE-RITE SYSTEM HYDRAULIC UNIT DOWNWARD FORCES E I PLAN ONE ( 1 ) 300 S.F. PERC-RITE DRIP DISPERSAL FIELD Vt = 222 GPD > 220 GPD REQ'D. TANK WEIGHT- 28,000 LB u C ADDITIONAL BALLAST REQUIRED: ADD 11 L x 6 W x 0.5 D CONCRETE SLAB 10 5 0 10 30 NO TES TOTAL SURFACE AREA SLAB- 3 24' COVERS SE7tS = 56.6 S F. SEWAGE DISPOSAL SYSTEM CQMEO ENT ( / ) 1} GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. SOIL ON TOP OF TANK: El- PROPOSED 1,000 GALLON SEP11C TANK (H-20) LEGEND TOTAL SURFACE AREA OF TANK - (2) 24' DIA. COVERS/RISERS = 59.7 S.F. J •. 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM COVER SOILS = 0.7V (AVG.) x 59.7 S.F. x rlo IB/CF= 4,925 LB ©: PROPOSED 1,000 GALLON' PUMP CHAMBER (H-20) ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY SLAB = 0.5' x 56.6 S.F. x 145 LB/CF = 4,104 LB PROPOSED PERC-RITE SYSTEM HYDRAULIC UNIT inch- Q: = 10 tik EXISTING THE SYSTEM TOTAL DOWNWARD FORCE = 28,000 LB + 4,925 LB + 4.104 37,029 LB OFOMA.A S H T.OF H-20 WHEEL LOADS SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD N = _ 35,381 LB _ D[]F PROPOSED 300 S.F. PERC-RITE DRIP DISPERSAL FIELD (THIS AREA IS SERVED BY TOWN WATER) - _ � - VA �' /lN r["� E[J•. PROPOSED 2,500 GALLON.ITIGHT TANK (N-20) , CONC. BOUND 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING A l/L ---------------- CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN E \4 "? CATCH BASIN u ENGINEER. 310 CMR 1000 (TITLE �{� E 51 �NECTIQN NOTE a 1„ X 2„ X 4' ID SEWER MANHOLE 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA, SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE NOTE: FILTER FABRIC STAPLE WOODEN STAKE THE STATE ENVIRONMEIAL CODE, 1711E 5, REQUIRES INSPECTION(S) v, OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. ALL WATER FIXTURES TO BE FABRIC TO POST. �,5.21i MINIMUM SE1T3AK�1�TAh(CF OF THE SEWAGE DISIOSAL SYSTEM BY THE DESIGN ENGINEER. MONITORING WELL 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER WATER TASTED BY IF REQUIRED 6 ON CENTER (MAX.) -HOLDING TANK LESS THAN 10 FROM FOUNDATION (7 VARIANCE REQUESTED) ( ) � � INSTALLATION CONTRICTOR MUST NOTIFY THE DESIGN ENGINEER - AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN CONTRAd'OR TO VERIFY ALL HOLDING TANK LESS THAN 25 FROM DRAIN (LEACHING) TO SURFACE WATER (3 VARIANCE REQUESTED) ? GAS METER c4 7 WRITING PRIOR TO CONSTRUCTION. SEWER E(IT LOCATIONS -SEPTIC TANK LESS THAN 10' SLAB FOUNDATION 4' VARIANCE REQUESTED) PRIOR TO THE STAfT OF INSTALLATION FOR DISCUSSION ON rr1 6 THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE PRIOR T( INSTALLATION OF DOUBLE STAKED NAYBALE ( RQUIRED INSPECTIONS. } -SEPTIC TANK LESS THAN 25 FROM SURFACE WATER (2 VARI'ANCE REQUESTED) �C GAS VALVE p"I USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. ANY SYSTEM COMPONENTS. SLI?pE -PUMP CHAMBER LESS THAN 10' FROM FOUNDATION (4' VARIANCE REQUESTED) 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO -PUMP CHAMBER LESS THAN 25' FROM SURFACE WATER (12' VARIANCE REQUESTED) NOTE: [xi WATER VALVE (� EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. SIEVE PERCENT -LEACHING FACILITY LESS THAN 10' FROM PROPERTY LINE (3' VARIANCE REQUESTED) THE INFORMATION HEREIN HAS BEEN PREPARED ACCORDING TO A..I 8) THE EXISTING SEWAGE DISPOSAL SYSTEM INCLUDING CESSPOOLS SHALL BE PUMPED FILLED WITH SAND, SIZE PASSING i--- ( ) -LEACHING FACILITY LESS THAN 50' FROM DRAIN (LEACHING) TO SURFACE WATER (38' VARIANCE REQUESTED) THE REQUIREMENTS OF (ITLE 5 OF THE STATE ENVIRONMENTAL WATER METER A AND ABANDONED; OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED 4 100% LEACHING FACILITY LESS THAN 50' FROM SURFACE WATER (33' VARIANCE REQUESTED) CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND N �..,.� WITH CLEAN COARSE SAND. 107 10%-200%% BURY BOTTOM ~ `" 15,212 DEPTH OF GROUNDWATER y LOCAL BOARD OF HEALH REGULATIONS. ELECTRIC METER 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS OF FILTER FABRIC IN -SOIL ABSORPTION SYSTEM T4 HIGH GROUNDWATER 5 REQUIRED (2 VARIANCE REQUESTED) 0. IN ORDER TO LOCATE THEM ONCE BURIED. 20� 0%-5% 6" X 6" TRENCH IF,APPLICABLE: F R TA x UTILITY POLE � � � TOWN 0 BA NS BLE BOARD OF HEALTH REGULATIONS WOOD FENCE V� 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC -CH. 360 ART, 1 - LOCATION OF SEPTIC TANK WITH RESPECT TO WATER COURSE >100 (77 THE LOT SHOWN HEREON IS AS DESCRIBED ON VARIANCE REQUESTED) --- ---- EDGE OF LAWN MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN LAND COURT PLAN 13974F. -CH. 360 ART, 1 - LOCATION OF PUMP.CHAMBER WITH RESPECT TO WATER COURSE >100' (87' VARIANCE REQUESTED) 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN SPLIT RAIL FENCE ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE -CH. 360 ART. 1 - LOCATION OF SOIL ABSORPTION SYSTEM WITH RESPECT TO WATER COURSE >100' (83' VARIANCE REQUESTED) p BARRIER p _ � � � --� STOCKADE FENCE FOLLOWING GRADATION REQUIREMENTS: STRA WDALE SILT UARRIEt1 DETAIL -CH. 360 ART. 1 LOCATION OF HOLDING TANK WITH RESPECT TO WATER COURSE >100 (71 VARIANCE REQUESTED) OVERHEAD UTILITY LINE O PLS DATE �•t NO SCALE w r; GAS LINE PE V� IC-RITE DRIP DISPERSAL FIELD }•..1 SEAL-TITE 24' DIA, HEAVY , V __._ WATER LINE DUTY C.L. FRAME AND 1 O L X 6 W. X O.5 D. CONCRETE 10 L X 6 W. X 0.5 D. CONCRETE HYDRAULIC UNIT SEE THIS SHEET AND ^+ SLAB FOR COUNTER BUUYANCY SLAB FOR COUNTER BOUYANCY (SEE SHEET C2.4.1 FOR DETAILS) SHEET C2.4.1 FOR PERC-RITE PRECAST COVER (H-20) TO DRIP - 4 - - CONTOUR R DRIP DISPERSAL FIELD DETAILS CONCRETE FINISHED GRADE STAINLESS STEEL TOP OF FOUNDATION EXISTING TOP OF RISERS (TYP.) 11'L X 6'W. X 0.5D. RAISE COVER TO WITHIN 6" OF 22' HEAVY DUTY"SEAL-TITE" CAST RAISE COVER TO WITHIN 6' OF 22" HEAVY DUTY "SEAL-TITE" CAST x4•2 SPOT ELEV, FLOAT BRACKET EL=4.tt 2' IsAYER F � FOUNDATION W/ COVER CONCRETE SLAB FOR BY SJE RHOMBUS FINISH GRADE (H-20) IRON FRAME AND COVER TO FINISH GRADE (H-20) IRON FRAME AND COVER TO 1/8 TO 192 STONE EL = 4.it (H-20) TO COUNTER BUlYANCY NEMA 4x FINISH GRADE FOR ACCESS TO TEE FINISH GRADE FOR ACCESS TO TEE x WITHIN 6" OF JUNCTION BOX (OR` EQUAL) FILTER (H-20) FILTER (H-20) 4.3 u GRADE FINISH GRADE=5.0'f FINISH GRADE=5.0't FINISH GRADE=4.B't FINISH GRADE EL 5 0't 4.25 " `; •:`'• 4.20 " AND 2' MAX. M ti :. M w` 9,MIN. COVER = 6 MIN ,7 rT� g MIN UNION H 4.25 I t 3' MAX. CONNECTION 3' MAX. M[NIMUM 3' EARTH U z 4' DIA SCH 40 PVC PIPE • •. �. OR AS REQUIRED BY MASS • ' r .�• .. FLOW - .• : . - :. : ' •;.. :;• COVER (TYP) Q W 1' TOP OF LINER (EL. 4.3) p PLUMBING CODE " -• , . LINE .• 4 DIA SCH 40 1.90 4O MIL LINER AROUND SYSTEM a � 00 oWATERTIGHT BOOT: REPIPUpB i+•. •,. ... " ia. '•.. •,. ... c1la F DROP:2" in. :. PVC PIPE GAIT VALVE :. , 2" FORCE MAIN 3' MN. WITH 5 OVERLAP AT SEAM SCALE c REPLUMB 3 Max. CHECK VALVE PIPE PROPOSED 4" DIA SCH 40 PVC PIPE 10" 5 16" BLEEDER HOLE AS NOTED s `£ SASONAL HIGH GW BOTTOM OF LINER (EL. 1.3) a` • ZABEL A1800 2.25 '• SEE THIS SHEET AND SHEET ' 3.00 2.50 DRAWING FILE b EL 1.2t - LIQUID DEPTH EFFLUENT FILTER C2.4.1 FOR PUMP DETAILS .. n ALARM ON JOH " '� o, PROPOSED : OR APPROVED 2.30 ;� lLACEL441, C18969-C3D 2419-08-19.dW9 n 3 , n HGH GROUNDWATER ELEVATION = 1.2 t. OBSERVED IN �� - �� DATE EQUIVALENT PUMP ON MONITORING WELL DURING FULL MOON TIDE CYCLE NO.33602 z! o HIGH WATER LEVEL O 60% OF TANK CAPACITY THE MINIMUM SLOPE FOR 4-p : � o � 09-05-19 g 5c� iF °` 250 220 = - PUMPIMPL 5 n GROUNDWATER ELEVATION = -0.4t OBSERVED IN DOH-2 �Esyd DRAWNBY 0 4 DIA SCH 40 PVC .' PUMP OFF 0 Ar 7.33 4.d, VERIFY PIPE IS t/8" PER FT •; 18" SUMP r�4'�5uRv �t°� 1V"/CPM IN FIELD FLOOR EL=-1.75 :• FLOOR EL.=-2.00 CHECKED BY pip - n FLOOR EL - -4.3t COMPACTED BASE HIGH WATER ALARM T4 .�, � �- M �-.. ,$ COMPACTED BASE r ,;;�.�;,��,• _ BE WIRED TO EXISTING / ER OF n W 6 LAY .., � .,��.. � .���....�.� -,�..� ,.�,. ,���.�� �, , ..-� �.t_ �a ��w,..g,�: �.,... `�'�►.a_ BUILDING CRUSHED STONE w ..-µ, W/ 6" LAYER OF wt ' CRUSHED STONE PERC-RITE SYSTEM SHALL BE INSTALLED BY A 1,000 GALLON SEPTIC TANK (IH-20) 2't 1,000 GALLON EFFLUENT DOSING CHAMBER (H-20) Xx'f CERTIFIED INSTALLER APPROVED BY ENGINEER, 38't 1110 (INSIDE TANK DIMENSIONS:8'-2"L x 4'-5"W) (INSIDE TANK DIMENSIONS:8'-2"L x 4'-5"W) 4 THE MINIMUM SLOPE FOR 4" DIA SCH 40 PVC COMPACTED BASE (10'MIN.) PIPE IS 1/8" PER FT W/ 6" LAYER OF CRUSHED STONE PERC-RITE SYSTEM REQUIRES A PERMANENT MAINTENANCE AGREEMENT. 2,500 GALLON 77 GHT TANK (H-20) DETAIL NOTE. SCHEMATIC FLOW PROFILE (NOT TO SCALES o-WATERTIGHT EPTOicSTaN SHALL BE R'CNJMP UCHEAABERNLETS AND (NOT TO SCALE) r z OF _ SHEETS -PEAT FOUND BELOW ANY TANKS SHALL BE REMOVED AND o PROJECT Na. ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 ALL INSTALLATIONS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 cI8969.00 REPLACED WITH CLEAN SAND. v 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 other than the minimum required to install the system. 1/2" SUPPLY & RETURN MANIFOLD pertaining on-site ' LOCATED ABOVE DRIP TUBING TO PER - RIPTUBING EXISTING DWELLING 3. All installation and construction techniques shall conform to the state and local codes perta g to on s to C RITE D _ systems and the permit for the site. ALLOW MANIFOLDS TO DRAIN CONFIGURATION 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 COASTAL stop immediate! and the designer and inspector shall be notified. An ongoing work shall be the sole responsibility of the COVERS TO GRADE X3.7 ,_ ► , engineering co. contractor. Y g P Y 9 g " P Y DRIP TUBING COVER SHALL ' 2s't -IiI` \ r 5. D6 tubing may be Installed with a vibrator low, a static low, a narrow trencher < 6 Wide), b hand trenching, or b " __-,_.1 260 Cranberry H,.W.Orleans,MA 02653 P 9 Y Y P P ( ) Y 9 Y CONSIST OF 2 MIN CLEAN 7.1'f `. r scorif 'n the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in the state code. __ / ` s4s.2ss.6su P sas.2ss.6m4 F YI g 9 P 9 9 q SAND AND REMAINDER TO For sand fill systems, cover consisting of 2" of the some sand and then topsoil meeting the approved depth requirement VERTICAL SUPPLY & BE LOAM & SEED t shall be provided. RETURN LINES 1 v.._�L_ 6. All drip tubing is to be installed parallel to the contour. INSULATED (PER EXISTING GRADE -- " 7. Air release valves shall be laced below the round surface in an insulated valve box but at an elevation above the highest ETh, 5 P 9 9 COLD CLIMATE NOTES) I drip line in that particular zone. i.._.�. __.i' 8. Vegetative cover SHALL be replaced for installations where it is removed or buried during installation. = \ +_:r,. 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 ► e flexible PVC pipe and drip tubing shall have the ends covered with duct toe after cutting to prevent - 9� pipe, PP P 9 P 9 P construction debris from entering the pipe. 11. Prior to gluing, all joints shall be inspected for and cleared of any debris. All joints shall be cleaned and primed with pvc primer prior to being glued. i 12. All PVC pipe and fittings shall be sch 40. - - P P 9 MAIN SUPPLY & ; = 13. Whenever possible, oil force mains shall be tested for leaks prior to being back- filled by pressurizing the system and = } _4r.. - observing for leakage. COMMON RETURN " " " LINES LOCATED -� " i f _ 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 1/2 PVC FLEX __- 3.0f BELOW FROST LINE _ gravel in a location within 30' of the pump. - - ESHWT RETURN LOCATED " 15. If standing water is a problem in the vicinity of the hydraulic unit, a screened drain to daylight is required. • ABOVE 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 17. All conduit entering the control panel shall be sealed at both ends to prevent condensation or gases inside the panel. 86.70' x3. a COLD CLIMATE NOTES: PERC-RITE FIELD -F 1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for warming purposes. - _ x3.3 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) xj to extending away from the unit horizontally. Note:All Perc-Rite components shall be obtained from dakscn, PERC-RITE FIELD PLAN VIEW 3. The zuppiy and return lines shall be installed below the frost Sine. When this is not possible, rigid foam insulation (min 1" Inc,Gloucester,MA.,978-282d3Z2 PERC-RITE DRIP TUBING thick) shall be placed over those pipes that are above the frost line. 4. The vertical sections of pipe that travel through the frost zone and connect the supply and return lines to the manifolds shall be insulated sch 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 Styrofoom peanuts, foil wrap insulation, and rigid foam insulation DISC FILLERS 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 HOUSE HYDRAULIC pump shuts off. It is the contractors responsibility to ensure that these loops stay elevated during and after the loops are ° 1 1/2' GRAVITY RETURN UNIT backni led. ° TO SEPTIC TANK w 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 HU A with a thick layer (minimum 6") of mulch, straw/hay, or frost blanket until such turf cover is established. S ZONE SUPPLY ZONE t 9. Vegetation height over the drip dispersal area should be a minimum of 4" - 6" throughout the winter months. BACKFLUSH VALVENo NOTES: RETURNCOMMON SEPTIC TANK / RETURN z GREEN VALVE BOX COVER VALVE BOX INSERTED 1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TREATMENT TANK PUMP SUPPLY TO AT FINISHED GRADE THROUGH 7' HOLE IN TO ALLOW THE PIPES TO DRAIN. 1 1/2" SUPPLY 1' ZONE SUPPLIES FOIL WRAP INSULATION I THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON FROM PUMP CHAMBER HYDRAULIC UNIT SEAL FOIL WRAP INSULATION SHALL BE MANIFOLDS AND LATERALS THE SUPPLY AND RETURN LINE FOR EACH ZONE. CHAMBER INSTALLED OVER TUBING 3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES. r BENEATH 2' X 2' FOIL WRAP 4. RETURN LINES TO � CONNECTED TO A COMMON RETURN LINE. (PER COLD CLIMATE NOTES) INSULATION LAID FLAT PERC-RITE HYDRAULIC UNIT(15 GPM) TYPICAL SYSTEM HYDRAULIC PROFILE a� VALVE BOX WITH 1/2' MIN (NOT TO SCALE) (NOT TO SCALE) c"s SCHNa4 L RiGID FOAM INSULATION RIGID INSULATION BOX ALL LATERALS SLOPE INSERTED UNDER COVER AROUND VERTICAL PIPES No. 101 �'�DOWNILL TO DRIP TUBING INSTALLATION INSTRUCTIONS: , a FOR SELF DRAINAGE AIR RELEASE I 10 R1 CHECK VALVE 1. Measure the distance from the bottom of the tank to 6"'down from the top of the 5.. VALVES NEEDED FOR riser. Cut the extension pipe(by others)to the length necessary to reach this ` MUL71PLEZONE height. Cut half of the pipe dawn 12"to 18"away from the top of the pipe for a Detail A SYSTEM ONLY 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. MgUNTED IN AN EXTERNALLY RETURN 3. For reuse of existing concrete pump chambers: glue on the cool guide flat cap and �12'^-18° acEssIBLE LOCATION AIR RELEASE RIGID FOAM INSULATION D=THE DAILY DESIGN FLOW FOR THE SITE � VALVES MANIFOLD place the coal guide firmly in the bottom of the tank.Attach the extension to the �4 VALVE BOX INSERTED MANIFOLDS AND LATERALS SUPPLY riser with the anchors as shown. HYDRAULIC UNIT THROUGH 7' HOLE IN BENEATH FOIL WRAP MANIFOLD 4. For use in new concrete pump chambers:. anchor the flat cap to the bottom of the SCH 80 UNION RIGID FOAM INSULATION FOIL WRAP INSULATION INSULATION ,i NO WEEP HOLE CONDUIT TO PANEL tank in the proper location to hold the cool guide and extension. The cap may or FLOAT TREE GATE VALVE TO BE DRILLED BY CONTRACTOR FINISHED GRADE / may not be glued to the device. Attach the extension with the anchors zs shown. NSTFOIL WRAP ROUND VAION SHALL BE 5. Place the pipe dope on the cool guide adapter threads and thread them into the UNCTION BOX HU W INSTALLED AROUND VALVE BOX dt SIYROFOAM PEANUTS � 1' RETURN ABOVE MANIFOLDS AND LATERALS IN BAG 1/2 pump discharge. 1 SUPPLY RETURN (�) CHECK VALVE (PER COLD CLIMATE NOZES) b. Attach cooling collar to adapter with set screw provided. SUPPLY LINE FLUSH RETURN TO (TYP) t/2' SUPPLY = ; = = = SUPPLY AND RETURN LINES ( ) 7. Glue pipe into flow collar and with pump attached, lower into the guide tube. ADAPTER BELOW FROST OR SEPTIC TANK. _ , ATTACH _ _ _ _ CLEAN 1/4' - 1/2- CRUSHED STONE BELOW FROST ZONE (TYP 4'). 8. Attach to discharge pipe,valves, and connect electrical and specified. As PER INSULATED , �1 !� r,�,,rr INSULATE LINES WITH RIGID TYPICAL MANIFOLD CONNECTION sT�R ������ LL COOLING COLLAR #' U�D R 11 _IRRBED# 6"GRAVEL VERTICAL PIPE TO BE FOAM BOARD WHEN PROPER TO HU 1.11 11= „� FLEXIBLE FOAM OR RUBBER (NOT TO SCALE} l: INSULATED FROST DEPTH CANNOT BE -1/2" NOTE i i. 1=11E11R11 1 'II EARTHiI�II!lI` PIPE WRAP INSULATION _ - I If,Jhll_/fiD~`ll ACHIEVED. 1 f12 SCH 40 EXTENSION -•ti '1=1I�1J;U�Il;11 l: 1=11:11�11: 8 OF STATIC LIFT TO HU(MAX) AROUND VERTiCAL PIPES COUPLING COLLAR(BY ALARM 1;11=11=1� ��1=f1�1/=11=1I PVC PRIMED AND TREADED CONNECTION WITH TEFLON is WATERTIGHT =�1�1/_11,11 FLUSH RETURN RIGID INSULATION BOX GLUED TAPE OTHERS) l; D/2 SEAL 1�t1=14.1� '`r=if�11 t: l�t�^11�1 ZONE 1 SUPPLY �+1 AROUND VERTICAL PIPES l: PEAKENA ---- CROSS SECTION PVC OTHERS) �y INLETS .INSERT (BY OTHERS) i� 012 1=I1=11% PUMP DISCHARGE TO HU DRIP ENA L ,1%111 11= _ 0 INSULATION DETAIL DRiP CUBING p ;: Cn FLEX PIPE OFF 4I�1=11=11=` -- DRIP ENABLE FLOAT ELEVATION FLOW a� _ •�[ FLOW o o0a o o 0 SEE INSERT 20T It�lla1�11.11= r� T NOT TO SCALE ADAPTER FITTING PVC FIP ti=\1=41�11.I1=1` i'+-1 ( ) FITIiNG t ED RAM INSERT o 0 o SCH 4o PVC 16 c�-t5-���.-la 1l 1=11"y11 L GUIDE AND CONNECTING DRIP TUBING TO FLEXIBLE s OPTIONAL PUMP I -111t- PVC PIPE FLAT CAP ANCHOR BOLT 3O MAXIMUM DISTANCE Cool Guide THROUGH END Patent No. 6,262,689 CAP X-3.2 X-2.9 X-2.8 _ - I�lV1ERUIl.l.E RIVER PERC-RITE HYDRAULIC UNIT (15 GPM) TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL (NOT TO SCALE) (NOT TO SCALE) O NOTE: NOTE: THE DRIP TUBING SHALL BE THE LOWEST a` s a x3.2 4.0 ALL DRIP LOOPS ARE TO BE LOCATED 2' ABOVE THE DRIP LINE TO ALLOW POiNT TO ALLOW FOR DRAINAGE FROM BOTH THE X-1.6 FOR THE LOOPS TO DRAIN. VERTICAL INSULATED SUPPLY AND RETURN PIPES FOIL WRAP INSULATION SHALL RETURN MANIFOLD � ►� LOT AREA SUPPLY MANIFOLD BE INSTALLED OVER TUBING 1/2 PIPING TO BE W W =� t 1' MIN 1/2' PIPING TO BE (PER COLD CLIMATE NOTES) LOCATED ABOVE DRIP r RADIUS LOCATED ABOVE DRiP TUBING TO ALLOW THE $ RAM INSERT . MANIFOLD TO DRAIN 3,970t S. . 1 (0.09 f AC.) r F , MANIFOLD TO DRAIN • • PRESSURIZED U = a X3.3 t ADAPTER • 12" • • • • DRIP TUBING �� • • • WW t (TYP} PVG FlP VERTICAL INSULATED • AIR RELEASE • rti�, t�ia ADAPTER RETURN PIPE • • , • r ?rf C; 1 FF T 1/2 FLEX - (PER COLD CLIMATE • • VALVES • _ t •, 4' LENGTH (TYP) DRIP NOTES) �~` • FINISH GRADE • • SCALE AS NOTED LOOP TUBING " COMMON RETURN PIPE DRAW G FILE / BELOW FROST LINE C18969-C3D.dwg x317 _ 1 2 PVC RIGID X3 s TYPICAL DRIP LOOP CONNECTION DATE o -t _-i` k 1 PVC ZONE SUPPLY PiPE 1/2 PVC RIGID 9-30-19 ° +� (NOT TO SCALE) BELOW FROST LINE 1/2' PVC FLEX DI2AWIVBY J _L- ;r X3.7 X3.7 INSTALLATION DEPTH 6' MIN CHECK VALVE FOR MULTIPLE ZONE CPM i ��• f f ! r c� DRIP TUBING O /- `` AS PER DESIGN GFIECKED BY _.._._. ----�• �`�, BALL VALVE 1, ''" a ``� ;=1 C srsTEMs ONLY JGS C ";t Jr _-r FORCE MAIN INSTALLATION DEPTH TO BE BELOW THE FROST LINE BALL VALVE o 1 0 x3.7 a STANDARD DRIP SYSTEM (SIDE FEED MANIFOLD) EXISTING PAVEMENT -� PROPOSED 300 S.F. 23t 1 (Norio SCALE) v TO BE REMOVED \ x � � � LEACHING X4.1\ X4.$ 22 LIMIT OF WORK/ SEDIMENTATION 9 BARRIER__-- _ _- C2,e4,el x x - �� �� 2 c U - U - ) X3.6 ti o EXISTING CESSPOOLS TO EXISTING WATER AND GAS BE REMOVED AND FILLED 2 OF 2 SME rs a SERVICE UNES TO 13E RELOCATED LONG BEACH ROAD VINYL LINER U PROJECT CI8969.00