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HomeMy WebLinkAbout0195 ROUTE 149 UNIT 7 - Health (9) j 195 unit 9 Route 149 Marstons Mills A 078 Lot 18 r - RECEIVED DEC 0 4 f 0 BENNETTENVIRONMENTAL ASSOCIATES, INC. LICENSED SITE PROFESSIONALS 6 ENVIRONMENTAL SCIENTISTS 6 GEOLOGISTS 0 SANITARIANS 1573 Main Street-P.O. Box 1743, Brewster, MA 02631 G 508-896-1706 Fax 508-896-5109 6 www.bennett-ea.com PROPOSAL October 19;2009 (revised October 22,2009) FIL ` Mr..&Mrs. Tom Fehnel ,> 772 Bear Creek Circle Winter Springs,FL 32708 RE: OPERATION AND MAINTENANCE CONTRACT Innovative/Alternative Wastewater Treatment System: OMNI RSF Unit 195-A Herring Run Place-Marstons Mills,MA Dear Mr. &Mrs.Fehnel, BENNETT ENVIRONMENTAL ASSOCIATES, INC., is pleased to provide a proposal for ion, maintenance and environ professional services for the operat mental monitoring of the rdance innovative/alternative wastewater treatment system for you and your neighbors as described lated under thBarnstable Health with the governing regulations under 310 CMR 15.00 as regu Department. These services include quarterly inspections for standard operation and maintenance of the treatment system,as well as annual effluent sampling for total nitrogen. The costs for such services are presented below as an annual cost reflecting standard laboratory fees and reporting requirements. This contract and the quoted annual costs are good for a period of two years subsequent to the date of the first 3 u operation and maintenance event scheduled for December 2009: QUARTERLY INSPECTION/MAINTENANCE/SAMPLING:Inspect I/A system and take field measurements of dissolved oxygen,pH and turbidity on a quarterly basis. Collect treated effluent wastewater samples on an annual basis MA certified laboratory for nitrite/nitrate/TKN for total nitrogen. At under a proper chain-of-custody for analysis by a will be inspected and documented with regards to the blower the time of sampling events the conditions of the system ofi units,sludge level and associated piping. REPORTING/FILING: Review laboratory results relative to conditional requirements of the system under the MA DEP and local Board of Health approvals. Prepare DEP t ansmittal forms on a quarterly basis. File inspection reports on the Barnstable County online database quarterly. reports on the Barnstable County File sampling online database annually for effluent sampling. Submit laboratory report, DEP transmittal forms to MA DEP, Barnstable County Departmentof Health and Environment,local Board of Health,and associated vendors/contractors,as appropriate,on an _:annual basis. $ 350.00/year/system Professional Fees Operation/Maintenance and Reporting $ 76.56/sample/year " f o Analysis Total Nitrogen(NO2,NO3,TKN)] *:Laboratory �_ , y $ 50.00/system/2010 le County ty Data Base Fee sampling d inspection an a *�Noted;QUA systems located in Barnstable County are required to report msp P . results on the Mass Septic online database for use by the Barnstable County Department ofHealth and r Environment(BCDHE)and the local Boards of Health. At this time,BCDHE has found it necessary - to institute annual user fees for filings on this required database,of$25 for the year2009 and$50 per year thereafter, EMERGENCY SPILL RESPONSE"b WASTE SITE CLEANUP 6,, SITEASSESSMENT 6, ENVIRONMENTAL PERMITTING LAND USE PLANNING l WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE 6 WASTEWATER TREATMENT,OPERATION&MAINTENANCE FEHNEUPROPOSAL OCTOBER 19,2009 UNIT 195A HERRING RUN PLACE,MARSTONS MILLS,MA PAGE 2 OF 2 At the time of inspections the wastewater treatment equipment will be inspected to ensure that the system is working as designed. Should repair or replacement of equipment or sludge pumping be necessary beyond standard maintenance, such material and additional time beyond that.of a,normal inspection will be billed at time and expense. Therefore, if you are in agreement with this proposal and wish to proceed with the work as- -- ` outlined, please sign the authorization below and return an original to our office. If you have any questions or need additional information,contact me directly at your earliest convenience. Sincerely BENNETT ENVIRONMENTAL ASSOCIATES,INC. Samantha Farrenkopf,WWTO 4M Wastewater Program Coordinator Cc. David Bennett,President[internal] Encl. Terms&Conditions (2009)/Fee Schedule(2008) s .,•�' DATE � :� 1 AUTH ORIZATION: _ .- UTH . i - Ik � K V�` V I � I ` I m U. 0 r%- Certified Mail Fee , Extra Services&Fees(check box,add fee as appropnate) ❑Return Receipt(hardcopy) $ O ❑Return Receipt(electronic) $ yk Postmark-1%r p []Certified Mail Restricted Delivery $ <?`t �t'e O ❑Adult Signature Required $ r' V ❑Adult Signature Restricted Delivery$ ' m Postage aTotal Postage Ln Sent To �� JAMES TEEGAN r-q195A COTUIT ROAD IO Street and Apt j 'MARSTONS MILLS, MA 02648, __. Ciry,-Stafe,Zll� ` - 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 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. •You may tRchase Certified 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 Servicee, available at retail). s or Priority Mail®service. Adult signature restricted delivery service,which •Certified Mail service is notavallable 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 i ■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 deposit the mailpiece. electronic version.For a hardcopy.retum 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 COMPLETE THIS�;ECTION ON DELIVERY., ® Complete items 1,2,and 3. A. Signa r le 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. a ived by(Printed lame) C. D to f De ivy ryp or on the front if space permits. 1 /O 1._Artirle.Arldressr:d_tn, L D. Is delivery address differen om item 1? IpYes If YES,enter delivery address below: p No I _ JAMES TEEGAN 195A COTUIT ROAD MARSTONS MILLS, MA 02648 J. Service Type ClPriority Mail Express®I OIII�I I�I IDI I II(I II I I I I�I�I I 1 II I MITI I II�❑Adult Signature ❑Registered MailTM I I ❑Adult Signature Restricted Delivery ❑Registered Ma Ril esMcted ertifted Mail® Delivery 9590 9402 1933 6123 1785 14 Certified Mail Restricted Delivery t�ietum Receipt for ❑Collect on Delivery (-Merchandise ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation"' 2. Art Number(Transfer from service label) n; �,. -nnaa ❑Signature Confirmation r 7 d 1=5 17°3�' 0 01 4 987 7039 Restricted Delivery Restricted Delivery I PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACIUNG# cH1 t- ea.ai I 9590 9402 1933 6123 1785 14 I I United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service I ; I I �^� Town of Barnstable ` I Health Division 200 Main Street I j I + Hyannis,MA 02601 I � ilull�����i.lif,t:.11Fi,}llil�'llll'31'�liill�fll3li�ll}Iiills'l I I r _ _ 1.84 450-om..as: _ _ _ (506)548.6424 09F10E P.O.Box 128 :��1VY MANUFACTURING U 465 East Falmouth Highway Falmoulh Technology Park East Falmouth,MA 02536 E►1*011MC1101"14'stems,Ac, East Falmouth,MA 02536 March 26, 2003 y 1 Attn. Sam White Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: Route 149, Herring Run — Units 7-9 Dear Mr. White.: The OMNI Recirculating Sand Filter at the above referenced address has been installed in accordance with the engineers design plan. It is scheduled for testing as defined in the attached "Testing Program" anti. will be maintained as outlined in the attached "Maintenance Agreement". If you have any further questions don't hesitate to contact this firm. Sincerely, at ew C. Costa Cc: John Bowes t D.(:.P.c_enlGecl Woctewelar Oporainra RoMmi latln0 Sand Flllers Manufacturing Teating • Molnlononw • Inetallatione I -03i2biO3 13: 19 2C 5085480350 SCR, INC P.06 1-999-450-OMNI `(508)548-'0343 UFYK..'h'—rAE'!'(:OD,MASS. Ql;ji;t x"`' h�ANI1PifC'l'11N1h'C;—C.'API'C.'t)f),MARS. P.O.Bar 128 OMNI Fabnouth Trchnulogy Park-(u k:me Prema 465 Last I irlmuulh 11ightiro, O N _ 520 Thomas B.Landers Road E.'asl hilmoulh,MA 025.16 4isviro nmental Sys1cros,Inc. Easy Falrnoulh,W 02.136 a f >+ ` r,,,a.:;,,..,r.e;� .._t... i r :r.;;ii,: k,• •,< :r"'-,: !: 'Gt.J7 t;nerr 1...,.l.t,!�,.,d a;;a;l�i';a�-m ,�• , .I;ary�;�.'1l="N�� �1:1iii.ya._.�.i. uu ��yy�11gg ��yy pp.,:• I .Id{�IIIq.�gg��fil�( l.,r i.t-11:.:r , 6 i,.I f,a r :I,..d%�'.t'.,:. .,1.,:.:11 ,,I.y11,,�Yr i I;,,,,�r '���.t�� ,i�I'�tii '.,` 1 #(rl,.yy�� :!. r 1{{��n reuwnnriU.rS1N1...PiW7P?!li...r..lYi12n .�U A. :Crrv.:•..-i.�:.dd,.......�:'..-r,., ir...F..dAn :,.�:�' t:. ..,y. .:y.,,�\i, I:c .�'!�,�:,t,!j{vf;�F�;:.���qY.,��Ii!�urnv!�rS;-,:rS-.,4;,qG y............................_.•..,__....,.._..,..._.. .............-.............. Dace Property Brian T. ..-__.Property- Lot 18 - Unit 9-Route yqg'.,..,:......... Owner: Location: Address: P. O. Box 95 Town. Barnstable Properly Phone: N/A city, Centerville, MA 02632 Alternate Phone: N/A State Zip _.. ._...-.._.-..............................._— ...____............._._... __ :. 1 (� ............ ,•.•..:.r 'I IIf:AWfil d: - 1 "� ,::.::r.i,rrtll%:".i?t'.:1.:'.. i'1 t 7r,Ydl.r.f,.. r .enttdnmer , ® ..d�1.da::-:..,,:,„ ,v.:.•... ., I-,. n.,:.n::e�: I., ' ' "i9ii� I:� "i'i (ilfitil�.t(Y�t i �� ' :� .L�(4711f;•..,•;td..rlrv.i'fni��i i f1 _.,._,�,,,,,,,,,, ,,,,,Y..I,.��... .,.,,.,.,.._., •.I 7:.trls.r'�. ..�;,�,�3eI:IF�'�1..:1.i.�,,i�?'ki',i•�. start 03/19/02 End - 03/19/03 Per $0.00 Total Cost Date: Date: "' Incident Terms and Agreement for Effluent Testing OMNI Recirculating Sand Filter You are hereby authorized to render Effluent Testing for the OMNI Recirculating Sand Filter listed at the above address for the contract period of two years. This agreement maybe extended by the landowner for an additional agreed upon term by proLL+iding OMNI Environmental Systems, the.with 30 days written notice of intent to extend. OMNI will provide the landowner with notice of it's current pricing schedule should the landowner elect to extend this agreement. Thisagreement consists of bl-annual testing for: Total Suspended Solids (EPA 160.2),Total Nitrogen (EPA 350-1-351.4), Total Phosphorous(EPA 365-1)and Biochemical Oxygen Demand EPA(405,1), All testing shall be performed by a laboratory certified by the Commonwealth of Massachusetts. OMNI Environmental Systems, Inc. shall provide the landowner and local approving authority with test results. In consideration of the services contained in this agreement we agree to pay OMNI Environmental Systems, Inc,the sum of$350.00 per Incident. Payment is due 10 days from Invoice date. This agreement Is not In effect until payment has been received by OMNI Environmental Systems, Inc- This agreement is not assignable by either party without prior written consent of the other party and is neither non-cancelable nor non-refundable., Please Print Name Author' I u D te`,, Land owner's Signature Date OMNI vi nm We/Systems, Inc. Joy, �G 46 Co ,I �r/RNLY 03/26/03 13: 17 a 5085480350 LCR. INC P.03 I-888-450-OMNI (508)548-0343 01-7.7CE-GA PE C01),MOSS. MAN(JFACTUhINC:-('A1'L'C.OU,MASS, P.O.Bar 128 Falmouthr 7echnologyPark-(gMcme Preca.q 465 F,asl Falmouth Highway 0,M+N r`+ 520 Motor=B.Iandrr.c Ruad East Falmouth,MA 02536 EP�,ViPanypsentaWSys1enis,Inr. Ean Falmouth,AM 02536 .,-'.,....i't a'•„ ,,,, �..__ 1 .bitd't y ........... a rut•'^' ,, .,..,, .,;.' ,„t.....,.. ...,.,...__.�::,-r:.,,.^'^„ ,.,,' me,..es.icln .N t.l ._.Nr,.r,:'r°rief�t ,� t ::vt; ti< "u. S. ` ei:::..ea!S;h�Pi,r�i•.iceliii�li �;)tc,'.t #;d?cl.�''- ,.a", .�,.. 1101 dot �4Wlt r}!.,�r,,:,m,.;nm�,<+.,.. . :,..... ,.' .A,:•.,<.r�,, _.s. „I.:u , :y�.t:,. . :,,,r,lt,�i:... ,:;,r;1�1��,= - i,i,itll,tl�,:R,l�� Iy:,.�.:. .... Property owner: Bayside Building, Inc. Property Locatlon: Unit 9, Herring Run, Route 149 Address: P.O. Box 95 Town: Marston Mills Property Phone: N/a City,state zip: Centerville, MA 02632 Alternate Phone: 508 771-1040 "1'.1W1 1R MMI 1 I,AI' 1 L ::'1 i•:rl.in t ..'1. {:'.'ll1 c t'" ..1 1:, — —••,U,;L :;.—''el�x.-�L k,i..lt.SN®Rr. .;...,..::....,..a....,." 6t ,. , '.;...... .. ..... ... ,. _ ..., �:: Stara Date: 3/19/2002 End Date: 3/19/2003 Terms: $350.00 Terms and Agreement for Standard and Preventative Maintenance OMNI Recirculating Sand Filter You are hereby authorized to render Standard and Preventative Maintenance for the OMNI 2000 Recirculating Sand Filter listed at the above address for the contract period of (1)Year(s). This agreement may be extended by the land owner for an additional agreed upon term by providing OMNI Environmental Systems, Inc. with 30 days written notice of intent to extend. OMNI Environmental Systesms, Inc. will provide the land owner with 30 days written notice of Its then current pricing schedule should the land owner elect to extend this agreement, The agreement consists of all Standard.,and Provontative Maintenance listed In the Operators Manual. The OMNI 2000 Recirculating Sand Filler has a 3 year, manufacutres warranty against all defective components Including parts and labor. This agreement Includes semi-annul site.visits and does not Include costs occasioned by neglect, misuse arid acclderit or consurr►ables. This agreement does not Include travel costs fur the Islands any locations not within a 20 mile radius of East Falmouth. In consideration of the services contained in this agrrement we agree to pay OMNI Environmental Systems, Inc. the sum of$$350.00 for the. above maintenance agreement. Payment is due 10 days from Invoice Date. This agreement Is not In effect until payment has been received by OMNI Environmental Systems, Inc. This agreement is not assignable by either-party without the prior written consent of the other party and is neither non-cancellable and non-refundabis- l Please Print Name �3 7G i nature ate. Lan�r's SI nature Date I 9 1 1 TOWN OF BARNSTABL LOCATION tt����>� ow t T .� �T 1 SEWAGE # VILLAGE—,&AD—Kf bl'lCz L i w�ca/1 ®�/t l ASSESSOR'S MAP & LOT [! INSTALLER'S NAME 8t PHONE NO. SEPTIC TANK CAPACITY 6�� BQ vC/�'vr0 L6f� LEACHING FACILITY: (type) rk f4 (size) j NO. OF BEDROOMS BUILDER OR OWNER a V5//Jl PERMTTDATE: COMPLIANCE DATE: 3 I`I D3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by +0 7 s i bit pppf t No. �� `Fee TP --�� THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for �Diopoq;al �&p5tem Construction Permit Application for a Permit to Construct(vj"epair( )Upgrade( )Abandon( ) �omplete System ❑Individual Components Location Address or o /.?Du fL° /'14 / (�rSIlI,')1/yl i f Owner's Name,Address and Tel.No. / 7 f�l�m floor7"ra sf S��-77/-39if Assessor's Map/Parcel ,•7 9 G n � s 1 P,, ,Box l Rd �} Nam e,me,Address,and Tel.No. 7 Designer's Name,Address and Tel.No. earl C/vtvossa, Tr ye5110-- 3933 &S3 �es�9., 57 iOa liner 4ve Fa IMI)OAr MA /6V Kafharme�ee&hs&. Fa/o coal i 01A Typ��Dwelhn* : No.of Bedrooms^ Lot Size q.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 O 11 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets cA Revision Date Title p h /" ur-Air Size of Septic Tank JQO 57aMe/7,f Type of S.A.S. r-eSSUr f`r/6 f Description of Soil d— '-, o I—eamv San 99—-V V ifd 4aamvS4nd LeJrW rin — it �4 — la�o 11 2, -Feria f� na. Nature of Repairs or Alterations(Answer when applicable) New Con S fru C h/ ,l Date last inspected: Agreement: DESIGNING ENGINEER Ni►JST 5U1'EFtV15E ITING II'I>TALI_ATION AND CERTIFY IN W�TR The undersigned agrees to ensure the construction and maintenance f'theg d11t�i i3t\csT> ts�egdisposal system �h I� in accordance with the provisions of Title 5 of the Environmental Code andj,ot�t©bpla I s operation until a Certifi- cate of Compliance has been iss bMhis o d of 1 7 w Sign Date d Application Approved by Date �J Application Disapproved for the following reaso Permit No. Date Issued WV THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance 1 THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constru 46 EIS"XTALLT--. F5l 1►u Cr) Abandoned( )by pESIG ON at \ 2l t sue_. Y T I;ku d in a cordance d with the provisions of Title 5 and the for Disposal System Construction Permit No', dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector r .w .s � ,�R ,� .r-/y1(! � :Ya v «�...:�" w"a'"':.�. y y a ✓ ,. No. $ r f ..— - Fee- �./ .> Entered in computer: THE COMMONWEAL' H�=MASSACHUSETTS -, PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLES MASSACHUSETTS Yes 01pplicattou for -)Dt.5po4ar *pztem Cou!5tructfon Permit Application for a Permit to Construct(✓jRepair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Igo �Du to /y f jr la r-57phJ�,// Owner's Name,Address and Tel.No. / /la InfIOnj Rea/iy Trust 5zif-7�1-3919 Assessor's Map/Parcel ,7 ,f /,n 1~ / a,QQX 1 as V, /- a nn Al A r_ Installer's Name,Address,and Tel.N '; Designer's Name,Address and Tel.No. Carl 06Av6SSa , .Tr- 504 -5w— 3933 p, �Ps�gn =nG S0 -Syo- 8fso5 57 z0a11'her AvP Falmbuf� /,'IA /65/ Kafhnr� e/eel`3afes�t'�0 Xu/nioq/A aA Type of B ding: Dwellin No.of Bedrooms ,®� Lot Size—[N�sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers yp g ( ) Cafeteria( ) Other Fixtures Design Flow 33 0 gallons per day. Calculated daily flow 530 -Z GV gallons. ___ LL Plan Date 00 0 Number of sheets Revision Date Title o P/ n Proo2dre #ouje �9- u S y rfa C S Size of Septic Tank /560 Ga//o ns Type of S.A.S. for-if SS U re- Des d { tion of Soil — / Q �-O h�. .San 9— -V V II crip 11Qm ,Sa Nature of Repairs or Alterations(Answer when applicable) /VeW C 0/? .3 `r(4 l hi ll Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system �a in accordance with the provisions of Title 5 of the Environmental Code and not to plat system in operation until a Certifi- cate of Compliance has been issued by his Bo d o)&a th. Sign CY Date Application Approved by Date /r Application Disapproved for the following reaso 6E_ Permit No. 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 1Atil l"� �Z. 1'tCA 1,4- ' �� h Is n constructed in a cordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated p Installer Designer �; The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ——_ _ r.► No. —— Fee .,.... THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTT 30f 6pool *pgtem Cougtruction Permit., Permission is hereby ranted to Construct( )Repair( )Upgrade( Abandon System located at 1 4 a T ,and as described in the above Application for Disposal System Construction Permit, The-.applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. ru:, . r Provided:Construction must be completed within three years of the date of this p `rmit. Date: Approved by 4 o l �,�,+ �- ��Z 3j��� P�� �" i 9 TOWN OF BARNSTABLE LOCATION ow/T T —AT/ SEWAGE #��� VILLAGE ILl-ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 2,1/1-4-/2412n SEPTIC TANK CAPACITY /6bO ICJ da A150 r6 ra LEACHING FACILITY: (type) rk F/Vd J4 (size) ' NO. OF BEDROOMS BUILDER OR OWNER a PERMTTDATE: 3 25 O 2 COMPLIANCE DATE: 3 19 D3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �\ ���� r l � �' i � � �� �� �� �-�� �� � ���� / �� �` ��� i ° dz-No. - K - t, 'ram---._. Fe ad. CJ/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Mie;poar 6potem Con!5truttion Permit Application for a Permit to Construct(v✓ Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. #/9 J &W1 T Owner's Name,Address and Tel.No. ' P Assessor's Map/Parcel 2nit"c-`/ t f PA 3 �i e � 78 i8 Cj 1 I 'rl Installer's Name,Address,and Tel.No. /� G1�j�/%Ce C/Xe. Des- ner's Name,Address and Tel.No. �Qy. ,TV0 STD �J�/firlcl �7 7Z L`e .J � �D 77 J- Rio CrJ Y. ,ytvrr�.G,ryl� la y, A' �.l e�,�re z,e s fixes �Pa 3 11A o u 1— ZA4 Type of Building: welli No.of Bedrooms _ Lot Size�!��sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow < 36 gallons per day. Calculated daily flow gallons. Plan Date 71&000 Number of sheets 62 Revision Date �Llyz� Title /v IgMIJAV.S.P r0 40--%2 2 i sdao� S�-r Size of Septic Tank i,5F-00 Ci.4/, Type of S.A.S. s/4.5 7' Description of Soil 4Q - ld,4 dr( Nature of Repairs or Alterations(Answer when applicable) Z�2b j MUST SUPER_ DESI TIFY IN Date last inspected: THE SYSTEM WAS INSTALLED Agreement: ACCORDANCE TO PLAN- 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 a Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue y '� .and of Heal Signed Date Application Approved by - Date 0 Application Disapproved for the following reasons Permit No. y 0 --VO/ Date Issued 312 '� ucrak4: '' s, .. •',I wv� , .-,a rb s, !'..� k,y .•- `"n,t INo. G b K r h...�.w+Md Fe Entered in computer:. THE OF MASSACHUSETTS IIIVVY!!! Yes • c PUBLIC'HEALTH DIVISION -TOWN OF BARNSTABLE,MASSACHUSETTS , 0[pprication for Miopozar *pttemc �Con!6tri coton :permit 00' Y .,t Applic n fora Permit to Construct(v`�Repair( )Upgrade( ),Abandon( ) OO Complete System ❑Individual Components Location Address or Lot No. �� y� Ow ame;A re�an` el 0- Po Q O k ?,G k Assessor's Map/Parcel/ �,r_—;A t(S " * C.�+i"1 ��/I �..'P P,? 3 D t Installer's Name,Address,and Tel.No. �'.ZveAi✓cy e_ Designer's Name Ad ss,and Tel.No. 30OC- -T Y0•���-� 3 Aq/ ea/.L . A f . -' Type of Building: , welli� No.of Bedrooms 3 'Lot Size / .1'6 Xsq.ft. Garbage Grinder( , ) Other Type of Building No.of Persons Showers• yp g ( �)',Cafeteria( ) , 1� Other Fixtures ., r �Design Flow 3.36 gallons per day. Calculated daily flow .3 3�,�.s' gallons. Plan Date /A?7 1,0 6Dd Number of sheets cZ Revision Date Title P/e i PAW ,�,���s�� il�u� t .14)krbae��cs� sA% .�.��-�►; Size of Septic Tank /?DD !i /. Type of S.A.S. -/ ,4 3'T Description of Soil �} = '„ ,4 _SA!✓,a N ZAV rxT ,�;a '° /d c►rrt c./ 7R ND Nature of Repairs or Alterations(Answer when applicable) A"Pi. F 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 Certifi- ` �* `cate of Compliance has been issue 'by i_ •'oOnrd of Hea�, Signedp / Date P 2 Application Approved by` Date Application Disapproved for the•following reasons Permit No. a y U —VO I Date Issued .3 o 'A ——————————————— --- -.---------------------- 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 ._�Ti)�s�c_Z e 1X 0.4 ✓Aat ;:e 940 e 519 �,_!X,49-JQAJS A,'44m 1. 2Y.A !7 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .2CU l- VO,( dated. a 0 Installer Designer The issuance of this ehnit=hall not be construed as a guarantee that the system will nc io as/d !(ign10 Date Inspector d/ �Ut) f _,`v/ Fee--------------------------- No. 7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migooar *p5tem Cott!6truction permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at /f-T' Wo 41�AYZIA1� J!,Zs WA 1 A11-1 ,i/ and a;described in the abo x� pU ` �vsten���- °M +� r� ,` •caton r r Ili �.K j.G� ,a�i .�•� vTwirhT.ici�.:i w:, cCiv. . . 1v�a�.(JPOVlSdOiiJ v. Gec;lal CunQ - Provided:Construction mus beCtrlpleted within three years of the date of this permit. `"= �-a� 3 Approved by Dater'{` - 3 —U No. `2ZJ I ,_J4 0 y *' f Fee M1 AD v y� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppfication for Miopooal 6potem Conotruction Permit Application for a Permit to Construct( V/ Repair( )Upgrade( )Abandon( ) L'SComplete System ❑Individual Components Locatiqn Ad) orLot No.�/Oa_k I ff 177a r�nS lV d S Owner's Name,Address and Tel.No.Ilarn Noev) eeal,fy `rrus*,;0,f-7i/-991j Assessor's Map e r► _ 9 /01 01460x Ida y //,/annIS) /1'1 q Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 0ar-1 da ✓Ossa. ,--r,-- SQL 6-5/0- 3933 aSS �es�9n,7nc . �5 6�-5yo-8�as iS7 GaImer AVe Fa/rrtou*AI MA &4MArine /_eeBga es Rd 4 Ira/M0U-H, Al Type of Building: Dwelli No.of Bedrooms 13 Lot Size 56 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow 3 0.2.6 gallons. Plan Date ZZ2-71,2006 Number of sheets oQ_ Revision Date e, Z 5V/ )-0G / Title a ,S a u r c .S ecx& r4 S r►� Size of Septic Tank /,5-00 6a dons Type of S.A.S. prLOSs are Z;.S-' t b u on Description of Soil /)- 7 i/ q ,Sand l I-oa m 7- 30 r' 0 4 0 0 w y Sa nff , rnedtigm Sand Nature of Repairs or Alterations(Answer when applicable) ke w r bn S'7Lr U c1;6 A 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 stem in operation until a Certifi- cate of Compliance has been is d b this,Bo d of lth. Signed A A07 Date Application Approved by � Date Application Disapproved or the following reasons Permit No. '�Z:>n0 / — L/0 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of nttCNING ENGINEER MUST SUPERVISE IitISYALLATION AND CERTIFY IN WRITING THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constra'cWd,%TEN1RVjk rdd11�TA Me%T(R1C) Abandoned( )by ACCORDANCE TO PLAN. at 1 b h'r <i . has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.=MN-4 b\ dated + CS Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector - . . 10. �D / � ,«�. y Feed lJ Q THE COMMONWEAL O�'MASSACHUSETTS Entered in computer: s_ Yes PUBLIC HEALTH DIVISION - TOWN.OF BARNSTABLE., MASSACHUSETTS Rpplication for Migpogal *pgtem Construction Permit Application for a Permit to Construct( ✓Repair( )Upgrade( )Abandon( ) "Complete System El Individual Components Location Address or Lot No.! ( /�Q r.�D nS-rjy'/l S Owner's Name,Address and Tel.No. 105 3ou�e 1y/ Nam Norv� ,eea,ll y 7"rusf SDI'77/-.39/y Assessor's Map arcel `79// S Cl h I 9 P.a,60 X /aa y H yli n n s M A Installer's Name,Address,and Tef.No. Designer's Name,Address and Tel.No. Our/ NVVSsa ,sr S6�f-S'/0- 3933 a.s,7 Palmer Ave i'a/MotfA mA /6yk4Marine Zee_6a�&4 Rd, ��/ntau><d,, MA Type of Building: Dwellinp,� No.of Bedrooms_�� Lot Size /`/, 676 7 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) ~ ;_. .. Other Fixtures ' Design Flow 330 i gallons per day. Calculated daily flow �•Z 6 gallons. Plan Date :OO f Number of sheets Revision Date oG / Title 'D o/- QJart 0,6,adflP d A0a.'se aSabSurfueWe Seux,4'e- 1�S'P r"/ S Stenj Size of Septic Tank / 50D (a lwn 5 Type of S.A.S. Pre55 u re- D;_sfr i bLh'on Description of Soil �)- 7 �� /� .Sand l ZUCi M 7 - 30 36- Lyy" rnedibm Sand Nature of Repairs or.Alterations(Answer when applicable) ke u) c on S4r I t C i<I D n Date last inspected: Agreement: § ` The undersigned agrees to ensure the construction and maintd ance 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 stem in operation until a Certifi- cate of Compliance has been issued by this�Bo d of lth. D Signed Date Application Approved b Date 26 & Application Disapproved or the following reasons Permit No. 00 ! — Ll0/ 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 L2't-. I yq 1 ���l has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated , U I c �1 k ti - C� (a > 1 1. Installer 3 Designer ./"X,1°� 4 , The issuance of this permit shall not be construed as a guarantee that the system em.willafttn ction as designed. Date Inspector---- ------------------- 2� y—r----------- No. �_ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,. MASSACHUSETTS - Miopozat *pgtem Con0truction Permit �rcrmission is hereby granted to Construct,(Repair( )Upgrade( )Abandon(_ ) System located at 1 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following.local provisions or special conditions. Provided: Construction must be completed within three years of the date of Ois prmit. i Date: C� Approved by -� _ i f I I i I I ' I _ rssc wrtR I i i I. •.cci. I �' .t I rl - j; _ � ... .-¢IGHT•�ECEVATION:.. " IL . ;i 0� ' reFKROOM�.�, 41 R—rL vauT �y • v w 0 bpLh't01T.tY. '� t1 � E08•e1 B•6191. !V I I n t• I I.. 4wew W .W/xL CutrRa. I pustom- ' O ' .•wlw.t..e.Lx,.. esigns =eaeRnax"� ° ' of •. +—_.�- _ �'� '. - i•e cuw.o.eaa <oc�aom O,tsa - 1:— II••to xauL'. 1 ^I�tt�9e0 -T .. —•— -*---�n� b ~ I roecN o I � � -— •.v u.r. �1•. wmeli '� � p t - L FRONT. ELEVATION yy�1 FIRST FLOOR P64H ---� - I 3 . n.nmm,.r or,m, nrox..er oc.o n,t. mr.wnr e r It ...nlr y.onronr r . t a o ..._.....—_._ 1. T �� r � ... ............ 'Al i � sa'O tdle.n4\O LYIyRs � - ., ,OI .•.n.a.Rnac.w..\...:. �I ,. (: 609•47I;.6191 .I ... ' r.. _� i -.. I � .:0.� foYAl AVJgI.RI � tpgllpnl 011DD 1. OI t.TI }r It�wYL!W f•�'pY _.__... -.. ' .Ci641gdYJ 11Rf..Uvaa 11 1:0� �:10'♦ a• ♦4' f0'TROr' -4'\- � Y _ FOUNDATION KAN pu.,.np I.ypw.by Oc 0..1.m..n.. ♦r—.1. Dory.e.y. <uy p,omm�. �w • y ^. • - • i r-r � I vcur' -__. 1•:O:a1CYLlOLiL_:_:.. y ._.i'��=W111 MIIIl1 _ .. Y M . - A0.0Y. i eoa o:e•ei01 aTra _ ' ". i 1n` -evl resign s Y. ° � I — I I f o..�zr•1�p-. yy /�Y 1 T1 FIKT FLOOR - - hflimin rry pl•n.I a I•your.Oy oe Dare for I nly.wny etnrr u rlly pe � ��,�k. I 14-411 a f, lli_6u 12'-2" 7'-2" �1_211 iy „ 5 _4f { PTD 20141 2q 3/4"x 41 3/4" 0 rr I 6— f CANTILEVER--j---�I I f„N ,',`.s ( @, JOIST5 s FOR CLOSET o BEDROOM DECK 36" I I ABOVE WALK—OUT BULK14EADI ____I 2 I W/ BRICK a, ' + CAP PTD 2g41. ' L - - � i—► - - - - - - - - - - - - - - - - - -I 2q 3/4"x 41 3/4' i DROP WALL TO 36"------- I f PTD 2g41 2x6 STUDWALL ABOVE' ,Q . .I .. 3 2g 3/4"x 41 3/4" , n n 2xI0 s I 9—L}TE — 8 x36 GONG. WALL I f ' -- 3-2x10 GIRDER 1r .I I 2x10's -�— �c� — @ O.C.1611 s T — —21o's o F — - - - - - - - - - - h - pi UP — --� T I —— - — — ---I — -- — I I I 1 BA I i 6'—7 I I I 3x3 m I GARAGE =' 1 BASEM ENT �— 4" CONCRETE SLAB I - I , I I I 2k I —1 , I II i { I I !I — I I I LAUNDRY p 3- x10 GIRDER I i 3 i 2 DIA. STEEL COLUP IN 30" 30"x12" CONCRETE PAD y 1 AccEss x7_q" CONC. WALL 10"XIV, CO TINUOUS FOOTING Tl'1� L — — — — — J I� N1AsT ER — — ( r IM TER — — — — — — — — - -- - - - - - A - - - - - - od L sE Ijk°� � I 2'_O" 5'-O" 2'-O" 11'-10" I 24'-4" 38'-0'' FOUNDA71ON FLAN re 1� ,,. SCALE: 114" - 1'-0" g q* ' ,0:� STEM & OMNI 20 0 0 RECIS , ULA .� �NG CAD FILTER PROEILE & DETAILS S.�WA ( , NOT TO SCALE 5 4 3 2 s NOTE: RISERS AND COVERS TO WITHIN 6" OF FINISH GRADE 6" PINE BARK MULCH OMNI 2000 RE-CIRCULATING SAND FILTER I - o " 3 MODULES REQUIRED FILTER FABRIC COVER (NO, SUBSTITUTION) AIRATION HOODS � FINISH GRADE=59.7 , $ oA. (3) COVERS TO GRADE O 1.5" PRESSURIZED LINE I SEPTIC 3" PVC RETURN LINE TANK= 59.0 58.5 TOP OF EFFLUENT F L";ER RECIRC. R.S.F. Acme Preca t Model PL122 TANK= 60.0 SLOP FINISH GRADE 57.0-57.5 Q 111=111-111-1 11=III :I Li-1 Imo--'1 i__: r�-i -i i i i - - - _ - I Imo- I=1 I I I ul-(TIT I�= 11=1 I I _ - - � � .. - ., - I I-1-T� I • .a F �:. R.S.F. 54.7 `,: ,' �•:. -III - k' MODULE II V FLOW _ �5.33 - '--- „ .III E1 1V111t P O tJ 1J ! 55� . _iU - AC - 3 PEASTONE I - SPLITTER -`1 6� INv. 55.0ff 14 �J., �5c - -1 PVC- i1 f Z„ 4,0„ 54.45 LEVEL p� 1 54.2 I- �, 24 HR. RES. "HIGH WATER ALARM" 12 PUMP ON „ 3/4 TO 1-1/2 CRUSHED, 54.35 c� MI WASHED STONE ! 1500 GALLON SEPTIC TANK ~ „ LOW WATERSHiUTOFF � PUMP OFF - - - - - _ - - - - - - SET LEVEL 1000 GALLON OMNI 2000 - ;I EFFLUENT FILTER- OMNI TANK 52.2 _I � r� OMNI 2000 PUMP C!1^.!: UER BOTTOM By: "Zoeller" (No suasTlTurloN) SOIL ABSORPTION SYSTEM „ 250 GAL.PUMP CHi�MBER BY-PASS oRIFACE DESIGNED BY OTHERS NOTE. TIMER AND EVENT COUNTER "CHECK VALVE" SHOULD BE ti1oNIT<oRED FROM 2/43' LONG, 1 .00" DIA. PVC LATERALS w CONTROL PANEL EACH WITH FIVE 1 /4" DIA HOLES SPACED 64.6 ^,6tiYo s""0%� ,� _ _- L-- 37 O.C. ALONG PIPE INVERT. ! 5 DESIGN (CRITERIA ONE TRENCH: 93.0 LONG, 4 W1D�_ ^',TH DESIGN SPECIFICATIONS NUMBER OF BEDROOMS 5 2 EFFECTIVE DEPTH. 56----_____ - / PERSONS PER BEC)ROOM 2 CURB !' STOP .,, DAILY FLOW PER PERSON 55 / Sand Filter Media 24 min. dep"th <1 % /#200 sieve, 2mm to 4mm size 550 P TOTAL DAILY FLOWW L /- c� 547� AVERAGE DAILY FLOW 55 gpd/per person/per bedroom 744 ft.(550, S LEACHING AREA RIEQUIRED - _ =� ,a:. C� 0.74 gal./s.f.) . SOIL EVALUATORS LOG I Z j62 �� X Wastewater strength-BOD5 . . . . 230 mig/liter/residential LEACHING AR : PIROVIDED r60 <q. ft. Depth from Soil Soil Soil Soil ,er i 1 WITTY PROVIDED - 562 C.p.d._ (760)(0.74) y> Re-Circulation Ratio 4: 1 LEACHING CA. Ate. Surface Hor. Texture Color Mott. R,,!.ntive ' ,�ry ss.2 � (Inches) (USDA) (Munsel) Fr tors / Q Re-Circulation Tank Size . . . 150% of design flow (Use a �'1000 gal. tank) --- cU �, T a CALCULATIONS 56.7 DEEP OBSERVATION HOLE CD % 2 55.9 • 9 Rate(Residential) Lo>ad'ing Rate(gpd/sf)=1150/BOD5=5 gpd/sf " Sand Filter Loadin Rate Residential I- , I _ a .- �. _. . .•.. � BOTTOM � _. :. _,...�""'�r`"\ ram;- c, _o u u,n r-�u, . u n crrt-cSF I�t e r�'S u rfia c e1"c u �a _ _ .-. .. • , 9(� / g UN I c ti 4 x 93 x 0. 14 = 275.3 a.�.d. 55.0 Q� 440 'gPd/5 `9Pd/sf = 88 S.F. REQ. :-,(103.9 S.F. PROVIDED) 56.1 Loam + osF. SIDEWALL „ CD + v X tio�s o pump . . . . . [ � ( )� = JP 194 If x 2' x 0.74 = 287.7 a. d. 7 -30 B Loamy o � ! r/ �, s0.� F Re-Circulation um Size 440 + 4x440 x 10._"� - 2,266 � d P• 54.2 Sand o ; 9 P - \ 94.42 gals./60 min. cycl � 563 .d.,!rJ.74 760 s.f. l I Use Myers Model #ME40 or. equal (65 gals. C� 12 TH) r i o ; 5 9'r4~_:_, - �F� g GENERAL NOTES 30"-144" C Med. '�-- -F Y 0 7.30 S�`E /i Sand Filter Setbacks Sam e os Title V se tic :c1nk Sand � r P 1.' ALL ELEVATIONS SHOWN ARE 56.7 ASSUMED. s4.� iG°'1G CNOIN'i� UU9T sea ' . 44.7 V o) o, 2. ALL PIPES IN THE SYSTEM TO BE00 TAE�TION AND CERTIFY IN �. o p ,_ SYSTEM 56.5 DEEP OBSERVATION HOLE #C 2 \ ,� P� CAST IRON OR SCHEDULE 40 P.V.C. ^i' AG TPIta IN ,,Tk.. , W X 60,E TP D 1 q `y �. 3: REMOVE ALL UNSUITABLE MATERIAL ' 0"-7" A Sandy . H 21 cqR - / 57.o ss.� BENEATH THE INVERT ELEVATION 55.9 Loam I ACE ___ �o \` FOR A RADIUS OF 5 AS PER 310CMR 15.255(5) AND BACKFILL W/ CLEAN COARSE 7"-30" B Loamy pQq S ROP°sEo GRANULAR MATERIAL. 54.0 Sand 57.12 BEDROOM 4 yo�sE © 4. ALL BACKFILL SHALL BE CLEAN H 56.91 FF EtEv 622 >> TP c-2 30"-144" C Med. COARSE GRANULAR MATERIAL FREE z FROM DEBRIS & LARGE STONES. `r ,S; OF,y Sand 5. CHRISTOPHER COSTA & Assoc. �" gss9 44.5 CO 57.0 x �\ 5ss MUST BE NOTIFIED WHEN THE o`'� °ti } 1500 GALLON SEPTIC TANK SYSTEM IS INSTALLED PRIOR TO � �HRISTOPHER N o COSTA �*+ PERCOLATION RATE _ <5 MIN./INCH CI 5s.s5 ® ONE MODULE PIPED BACK TO BACKFILLING FOR INSPECTION. No.3i3o5 Q DEPTH TO GROUNDWATER = NONE ENCOI,',,,' ED -� 6. UNLESS OTHERWISE NOTED ALL N >' SEPTIC TANK 9.1, opQ' OBSERVATIONS BY: JERRY DUNNING 7.04 7 5s.5 OMNI 2000 RE-CIRCULATION TANK SYSTEM COMPONENTS SHALL BE SURJ INSTALLED IN ACCORDANCE WITH TAKEN BY: BRUCE MURPHY y - OMNI 2000 RE-CIRCULATING MASS.ACHUSETTS TITLE 'v SANITARY ' 93 0` ,r . r DATE • 3/20/98 �o _.._ _... .............:•;::..:•::•. .:.:•:::.,.::;::::•::::::::.. •:• :::::::::::::::::::::::• ::::::::::::. > E TESTED. ....... .. .�,. . .y..-. ;... . .•:.•. o SAND FILTER 3 MODULES REQ. SEWER CODE AND LOCAL RULES L,J ::::::...... .........:aa..:.ae.;r.:i•bii.....::ii......n"i:""":; ....�'•ti'uy i:''......i:: :•^ vim \ ) r / r W. :...:.. :,:::. WHICH MAY BE APPLICABLE IN A RESERVE AREA TWO MODULE PIPED BACK TO WORKMAN-LIKE MANNER. 1 p RE-CIRCULATION TANK �I PUMP CHAMBER 7. THIS LOT IS NOT IN THE FLOOD PLAIN. 4 8. A GARBAGE GRINDER WILL NOT BE �HOFMq >> >> INSTALLED ON THE SYSTEM. a" ssq T NOTE I O INSTALLERS 9. NO CHANGES SHALL BE MADE TO THIS PLAN ono SC NEDE yG+ 0 M W WITHOUT PRIOR APPROVAL FROM CHRISTOPHE-R " CIVIL R COSTA & Assoc. No.38540 i YOU MUST BE AN OMNII ENVIRONMENTAL :SYSTEMS } M CERTIFIED 10. DIG-SAFE SHALL BE NOTIFIED FOR THE PROPER APPLICANT: BAYSIDE BUILDING CO., INC. CERTIFIED INSTALLER. YOU CAN BECOME. CER IED <C � L LOCATION OF EXISTING UTILITIES PRIOR TO ANY 1 AT THE TIME OF INSTALLATION. PLEASE CONTACT EXCAVATION. '/i PROPOSED DWELLING LOCATION OMNI AT 1 -888-450-(Oi�NI FOR DETAILS 11. OMNI 2000 PRODUCTS AVAILABLE THROUGH H - OMNI ENVIRONMENTAL SYSTEMS AT 1-888-450-OMNI PROPOSED SEWAGE SYSTEM LOCATION z 12. OMNI 2000 CONTROL PANEL TO BE LOCATED INSIDE: DWELLING IN A VISIBLE & AUDIBLE LOCATION. 00 14. ONLY OMNI 2000 BID-FILTER COMPONENTS N Nr LOT 18 UNIT 9 ]?OUT (7, �-� _ NO SUBSTITUTIONS 01 REVISIONS BARNSTABLE (MARSTONS MILLS), MASSACHT.,, ET T ,` I ^� PLAN VIEW w � SCALE: AS NOTED DATE: 10/1 /02 ~ SCALE: 1"= 20' ---- -_ - 1 o LEGEND - IED PLOT PLAN �c TOPOGRAPHY CERTIF 6 30 03 Enlarge sas t� 5 BR capacity oo DRAWN BY: JAB CHECKED BY: C.C. JOB NO.: PROP. SPOT ELEV. = X60.5 DONE BY. - rEXIST. SPOT ELEV. = x56.04 The site is-situated in Flood Zone »C" assoc. � 11 12 02 Add Third Sand Filter JAB CHRISTOPHER , COSTA (4C c2 PROP. CONTOUR +��w46 BSS DESIGN 1 11 7 02 3 Bedrooms to 4 Bedrooms JAB P.O. BOX 128/465 E. FALMOUTH HWY., EXIST. CONTOUR = _-46 ASSESSORS MAP #78 LOT 18 No. DATE DESCRIPTION BY EAST FALMOUTH, MASSACHUSETTS --- - I ULA TING, •SAND FILTER PROFILESE Y ,GE S YS TE I �c OMNI 2000RE, CI�RC Bc DETAILS INOT TO SCALE ` 5 -4 3 NOTE: RISERS AND COVERS TO WITHIN 6" OF FINISH GRADE • 6" PINE BARK MULCH OMNI 2000 RE-CIRCULATING SAND FILTER 3, MODULES REQUIRED FILTER FA5RIC COVER - ! .- NO SUBSTITUTION . a ' ATION HOODS FIN=aH GRADE=59.7 _ AIR H ; I 4/IFFLUE s (3) COVERS TO GRADE 71 OF.FL.=62.6 1.5" PRESSURIZED LINE SEPTIC »7 3 PVC RETURN LINE - TANK= 59.0 58.5 TOP OF T FILTER RECIRC. R.S.F.me PG'3cast Model PL122 TANK= 60.0 FINISH GRADE 57.0-57.5 O 2 I i! I' R.S.F. S I s� 54.7 i � b - - MODULE r � • a AC FLOW ___ PEASTONE ll ��jj'' � T I . . ,EMAP HO V SE # � i, » 14" l I ,' 55.33- ry 55.15 �; O SPLITTER - - 1 „ 6�, i INV. 55.0 � .r_ I I 54.75 � . - - - 1-t/2" PVC 3" LIQUID �� �• 54 45 I �, LEVEL' a 24 HR. RES. PUMP ON =1 i " 54.2 HI(GH WATER ALARM . � �; - 3/4" TO "1-1/2" CRUSHED, 54.35 c WASHED STONE - 1500 GALL( `SISYEFr'f-IC TANK >�LO�WV WATER SHUT OFF" F PUMP OFF sET LEVEL---' 1000 GALLON OMNI 2000" 52.2 I C EFFLUENT FILTER RECIRCULATION TANK By. Zoeller - (NO SUBSTITUTION)•; OMNI 2000 PUMP CHAMBER BOTTOM_ SOIL A�'3S PTION SYSTEM 250 GAL.PUMP CHAMBER BY ORIFACE" N DESIGNED BY OTHERS 6rO ~� V ,; I NOTE:TIMER AND EVENT _COUNTER SHOULD BE MONITORED FROM Z 3 •+� LONG, 1 .00" DIA. PVC LATERALS " j CHECK VANE � � w .,� coNTRzoL PANEL EACH WITH F , 1 /4 DIA. HOLES SPACED 6 3' O.C. ALONG PIPE INVERT. / ONE TRENCH: 75.0' LONG, 4' WIDE WITH • - DESIGN CRITERIA 6� !/ 5 �. EFFECTIVE DEPTH. 6ti i` i ��,, _ DESIGN SPECIFICATIONS NUMBER of BEDROOMS 4 5 NERSO)NS PER BEDROOM 2 ,/ ,� , • CURB -•�.�.. _ - 55 ` DAILY FLOW PER PERSON sroP Sand Filter Media . . . . n. to m size ''' c� ," /' ,� / "" • " ``���-. . • # TOTAL, DAILY FLOW � / ,• � .: 24 min. depth <1% 200 sieve 2mm 4 m , p 440 L�l `4 " DAILY FLOW . . . . . 55 gpd/per person/per bedroom 594.6 sq. ft.(440 gal. ® 0.74 gal./s.f.) SOIL EVALUATOR'S LOG 54.7�'� : LEACHIING AREA. REQUIRED. AVERAGE , �S x - liter residential` LEACHIING AREA PROVIDED 616 sq, ft. Depth from soil Soil Soil Soil Other ,r 62 �, Wastewater strength BOD5 230 rng/ / r surface fior. Texture color Mott. Relcuve .O 4: 1 LEACHING ACITY PRO`. : 455.6._,• p.d. (616)(0,7�1) USDA Wur,*-ea!" Factor's I / Re Circulation Ratio % -__ (inches) ) ( -_ --1 �, 59.2 I a 00 bl. tank n Tank Size 150.0 of design flow � _e a .0 g ) -- bo Re-Circulation CALC LAT ONS - U _ yes F7/' l er Locdlia Rcte�Ros;dv �i�:r Lvc��r, \��c�9F7 / : ,._ u�•_. - r I c, z Sand r 1 t g ,. } DrTO U7 EC . ,,-7'" A Suer:.'" J J /r o r ' D- Sand Filter Surface Area SA-Flow gpd/Loading i`;nte q,�d/ft2 r 0 53.852s.6 o g 4 x 75' x 0.74 = 22 a.a.d. 56.1 Loam b �, �'oo _ .. _ 440 9Pd/5 gpd/sf = <'8 S.F. REQ. (103.9 S.F. PROVIDED) SIDEWAILL 55,0 Q O 1 / �\ yp sa - f - - 158 If x 2' x 0.74 = 233. d. Loam a0,3X Gs�. Re-Circulation pump Size . . . . [440 + (4x440)] x 1C,, = 2,266 gpd g'p' � 54.2 Sand ; cw / f,r 94.42 gals:/60 mina C!cle 455.84 g.p.d./O.74 616 s.fr 1 1 ss•� ----___ a Use Myers Model #ME4') or equal (65 gals. ® 12 TH) GENERAL NOTES 30"-144" C Med. F - -..__- -_ and S co 7.30 Sand Filter Setbacks . . . . . . . . . Some as Title V septi- tank 1. ALL ELEVATIONS SHOWN ARE � �k° , 56.7 ASSUMED. 44.7 ,�; 54.7 m � 2. ALL PIPES IN THE SYSTEM TO E3E • 56,5 DEEP OBSERVATION HOLE �#C-2 o O ,:�,�- � CAST IRON OR SCHEDULE 40 P.V.C. „` 21' - ...�` TP O� 3. REMOVE ALL UNSUITABLE MATERIAL 0 7' A Sandy ' b \ \` 57.o ss� BENEATH THE INVERT ELEVATION 55.9 Loam �� \` FOR A RADIUS OF 5' AS PER 310CMR 15.255(5) �~ AND BACKFILL W .CLEAN COARSE CL p ,� / 7"�30" B Loam ' R'°f'os£o 1 GRANULAR MATERIAL: 54.0 Sand 57.12 y EDRoobf 5t�4`. CLEAN ousE \ 4. ALL BACKFILL SHALL BE aes1 ELEK 62 6 TP C-2 . COARSE GRANULAR MATERIAL FREE 30"-144" C Med. z f�' �,� FROM DEBRIS & LARGE STONES. SandZD i 5. CHFCISTOPHER COSTA & Assoc. DE-Cjr fcs 58.g ~`�. ati tN OF MgSs C' 44.5 6 00 57.0 x \ MUST BE NOTIFIED WHEN THE -1500 GALLON SEPTIC TANK SYSTEM IS -INSTALLED PRIOR To q' PERCOLATION RATE _ <5 MIN./INCH zo N. DOUGLAS �� -ONE MODULE PIPED BACK TO BACKFILLING FOR INSPECTION. 1 sc�ivi°ER N ' SEPTIC TANK 6. UNLESS. OTHERWISE NOTEC ALL. ""'I No. sas4c. DEPTH TO GROUNDWATER = NONE ENCOUNTERED rl -- SYSTEM COMPONENTS SHALL B� �F � OBSERVATIONS BY: JERRY DUNNING N 7.04 ' 'a 56.55 OMNI 2000 RE-CIRCULATION TANK @, ,� �4 w INSTALLED IN ACCORDANCE WITIH 1" "SIONAL TAKEN BY: BRUCE MURPHY k 0"r'NI 2000 RE--CIRCULATING MASSACHUSETTS TITLE V SANITARY : .�' '; DATE TESTED: 3/20/98 75�::, SEWER CODE AND LOCAL RULES e' ................ .:..:.. ............... ..:. :. ... r..,.�. ._ SAND FILTER (3 MODULES REQ.} WHICH MAY BE. APPLICABLE IN A RESLRVE AREA TWO MODULE PIPED BACK TO WORKMAN-LIKE MANNER. RE-CIRCULATION TANK - PUMP CHAMBER 7. THIS LOT IS NOT IN THE FLOOD PLAIN. � 8. A GARBAGE GRINDER WILL NOT [BE 3 p „ INSTALLED ON THE SYSTEM. o " NOTE TO I N S TA L L E R� 9. NO CHANGES SHALL, BE MADE T(O THIS PLAN `- WITHOUT` PRIOR APPROVAL FROM _CHRISTOPHER / Li COSTA & Assoc. YOU MUST BE AN OMNI ENVIRONMENTAL SYSTEMS 10. DIG-SAFE SHALL BE NOTIFIED FOR THE PROPER i , APPLICANT: . BAYSIDE BUILDING CO.,- INC. CERTIFII- D IN•STALLER._ YOU CAN BECOtvE" LEI�TIFIED LOCATION of EXISTING UTILITIES PRIOR To ANY ��N or �qs PCI AT THE TIME OF INSTALLATION.. PLEASE CONTACT EXCAVATION. 3�p sy PROPOSED DWELLING LOCATION 1 OMNI AT 1=-888-450-OMN1 FOR DETAIL`S 11. OMNI 2000 PRODUCTS AVAiLABLL- THROUGH " o os� cHRISTOPwER PROPOSED SEWAGE SYSTEM LOCATION OMNI ENVIRONMENTAL SYSTEMS AT 1-888-450-OMNI 0 COSTA -41 12. OMNI 2000 CONTROL PANEL TO IBE LOCATED No. 31305 `" ZD INSIDE DWELLING IN A VISIBLE & AUDIBLE LOCATION. l .p� bo 14. ONLY OMNI 2000 BIO-FILTER c01MPONENTS q,�GIS��yO LOT 1 V N UNIT eJ N RO V �1J 14-�� NO SUBSTITUTIONS O Z b REVISIOiNS I BARNS TABLE ( rsToxs Mri,is), MASSCHUSETTS= LrJ PLAN VI E W. SCALE: AS NOTED DATE: 10/1-/02 F-- SCALE: 1"= 20' E� LEGEND CERT/FrD PLOT PLAN &' TOPOCPAPH Y � DRAWN BY: JAB - CHECKED BY:: C.C. JOB - NO.: PROP. SPOT ELEV. = X60.5 C?Ol�/E BY.' 2 11 12 02 Add Third Sand Filter JAB CHRISTOPHER COSTA & assoc. EXIST. SPOT ELEV. = x56.04 e „c» The sits is situated in Flood Zon -- PROP. CONTOUR = �✓�46 BSS_ DESIGN 1 - 11 7 02 3 Bedrooms to 4 Bedrooms. JAB P.O: BOX 128/465 E. FALMOUTH HWY. c� NO, DATE DESCRIPTION BY - EAST FALMOUTH- M-ASSACHUSETTS EXIST. CONTOUR --- ----46 ASSESSORS MAP #78 LOT 18 , --I