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HomeMy WebLinkAbout1672 FALMOUTH ROAD/RTE 28 - Health 1672 F'ALMOUTH RD., CENTERVILLE A= • N�NWfi��M Town of Barnstable Regulatory,�,►�, g rY Services 9 6 Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Jun 19, 2006 Sewage Permit# 2006-080 Assessor's Map\Parcel 209/013 Designer: Sullivan En sneering_ Inc. Installer: A&B CANCO Address: P.O. Box 659 Osterville, MA Address: 350 Main Street, W. Yarmouth, MA On A&B CANCO was issued a permit to install a (date) (installer) septic system at the U.S. Post Office 1672 Falmouth Road. Centerville. MA based on a design drawn by: (address) Sullivan Engineering, Inca dated Sep 22, 2005. (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. ✓ 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 A component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built—by designer to follow. OF (Installer's Signature) r1� NO. cla (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. ealth/septic/De 'gner Certification Form 3-26-04.doc /� U?7 No. C/ vD 6F0 [ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for � gpogal *p aem Con.5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade*d Abandon( ) ZComplete System ❑Individual Components Location Address or Lot No. /e.-7a �a�lsl©Q%�1 j `i� p� Owner's Name,Address,and Tel.No. C Ile- nA r1a vy�- Assessor's Map/Parcel ® O/ 19911 164 1yUlfezicaa s� 'e 6aof/ Install is N e,A ess,a d Tel.No. - Of—, Designer's Name,Address and Tel.No. Type of Building: �05-f ce Dwelling No.of Bedrooms Lot Size &C, s.-frl Garbage Grinder ( ) Other Type of Building s�orlas�Pncrnl No.of Persons n Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 35A gpd Design flow provided "3-s;L gpd Plan Date !&6 /�t Epp& Number of sheets Revision Date Title 2 S °Ue s5 Size of Septic Tank Type of S.A.S. (R)- 1-06 5aal leacZ C",Le-cs to/s 62-e Description of Soil �4- 9 /,* R S" # a !o a e 6 )9p At Nature of Repairs or Alterations(Answer when applicable) 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 Environme ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of e h411 . ' r Sign l �- Date Application Approved by Z40;�4Date Application Disapproved by: - Date for the following reasons Permit No. Date Issued ' -No. V Pic . Fee C-1) THE COMMONWEALTH OF MASSACHUSETTS Bnteredincomputer: PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for 3Di5pogal *p5tem Con truction Permit Application fora Permit to Construct( Repair( Upgrade(&/ Abandon( ) 2olcomplete7System ❑Individual Components Location Address or Lot No. /(,�� / a�kKp�7 ��� Owner's Name,Address,and Tel.No. Ce fvprv,Ile nA 1421t Assessor's Map/Parcel rw S Cf / Install 's Name,A dress,and Tel.No. ��U Designer's Name,_Address and Tel.No. ^� Type of Building: DO 'C ; Dwelling No.of Bedrooms t J Lot Size eL c- soft Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) t Other Fixtures 0 Design Flow(min.required) ? gpd Design flow provided 3�, gpd + Plan Date 6 / ;2004, Number of sheets e l ,,,( f' p , r.� / / Road Date (/ �) �i Title �r�n"s�cC �'f,c 51/5 W up"'oCe 2-( wn f►/ru0v� Roar( B1 N5 4blp�CeyT�I✓l�l/e //i��5 I �., i I / Size of..Septic Tank, / $'�� Type of S.A.S. 62)- $`DD cpa/ �P4C4 C1� M1Ler5 w,�5/oIle Description of Soil. D=q �//�c� .4 P u -1-a uP M. �-- J a�/Pf 7C//6LJ��/YJtd�t oarrSL° cr Nature of Repairs or Alterations,(Answer when applicable) 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 Environme mode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of ea h. C r Signe ( Date �J Application Approved by ///,,�_- l / Date L' Application Disapproved by: Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance i THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded i Abandoned( )by at. /l�2 ��/,z,,,I>�d, J�dmcF ��H�fori/i��P has been co tructed'n cordance with the provisions of Title 5 and the for Disposal System Construction Permit No. '—off dated Installer ("4"e C? Designer #bedrooms — - Approved design flow/ e�. gpd The issuance of this pet it sha I nbt be construed as a guarantee that the syst m will func'fi as ,e 'gned. - Date - ± Inspe(or ;r t No. � � Fee ��� / THE COMMONWEALTH OF MASSACHUSETTS , l PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Mi5ponl Qpp5tem Con5trUction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( v) Abandon ( ) System located at i/6�� z,,��m,,,1,5��i �,,o, �v�, �✓v�//o 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: Construction7�/,e ust completedwithin three years of the date—of this p Date / (� Approved ccpP/`a TOWN OF/M BARNSTABLE Q LOCATION lea W444 avr� RR SEWAGE SEWAGE#<,l VILLAGE 27272 ASSESSOR'S MAP&LOT 004 a/ D INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ��j' ,�1/�� r� LEACHING FACILITY:(type)'a-6'G Hl � lt�_�Jl ho'^ O(size) X Py a NO.OF BEDROOMS BUILDER OR OWNER/ PERMIT DATE: /7 — COMPLIANCE DATE: W113 O Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility r Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) WA Feet Edge of Wetland and Leaching Facility(If any wetlands exist IV within 300 feet of leaching facility) f"-IA Feet Furnished by A& B CiANC® WO Main Street W. Yarmouth, MA 02673 5.1 0 4165, Ito7,1 FALL Tr� 9 p Air 9 VENT s �� (fJp Commonwea)th of Massachusetts Asbestos Notification form— ANF•001 Asbestos Abatement Description 1. ' FiclIRy,location: c, ulsrRucnOMf �-•agnr ,{dfur-----" — — :; 1.All swiass of this CW�TF,P�t/I al, M) ; loan must be eomplelol GhAown Aoadr IxapOont in order to comply with 5i R40(2- _ ... the Department of Emlronmental ►Uisins*outebn god?eupdnpnm,/,rtralba,/oomPlole ' lequk e[ not 310 C 2 Is the tacit occupied? , (Yes O No IaQuuemeras o1310 CMR � 7.15(ten workinq cb),s priornollrxallona 3. Asbestos Contractor: re0uu�o/anyabalanerr LVI Environmental Services Inc. 195 Corporation Way p/OA:and the Department of labor Haim AdOw anlrles Medford 02155 (617) 396-8800 noGl'acation;alion repubernerts ol153CMR6.12 (fen Cly/rowa �Opde rygpnpk days prianotif4vion a rsqu6sdolANY AC 000097 Written aDalemenlpro)eelprealer p:lGkeaer/ "V OR(0044eroa) dun three linear a square/eeq. 4, On• its Project S upervis o r/Foreman: 2.Subm40riginalFoim ✓O[Jr-) ��l�Co✓ %�J`—D���, io: Hams OUGAYIaeOn/ Commonwealth of Manachusatts 5. Project Monitor: Asbestos Program P.019,120087 1%�V'i V,0 S C,t e tJ(FG Boston,MA 02112• sing CUGrlOarkas/ 0087 t 6. Asbestos Analytical Lab: hislommaybe used lot ndilying 0 Xee Consulting Group AA 000145 ' U.S.Envuounental Hamr W C44114ft 1 Ploleclion Agency Region IolubeslosdemoleioN 7. Projeststartdatl �9 enddateaJLspecilkworkhours(Mon.�Frl.) (Sat.Sun,) lenovaliot operations subsea to NEWS(40 8. What CFR Subpart M). type 0f project It this?-(CIrC10 One): aaroeaan rApau mom m ca,►r(rrdoln) u No$uyoNr 9. Describe the asbestos abatement procedures to be used (circle): p".09 maxi"' IWcortxnn,ars rNavp. ... .. w 4wUlxlm *POWVVy orrrlLoah) h0(dOOD.I - AcviO°'" 10. Is the job being conducted Andoorx b outdoors? r�— „� „ 11. Total amount of each type of Asbestos Containing Materials(ACM)to be handled on pipes or ducts(linear ft.) or other sar surfaces(square ft.) 600 to be removed,enclosed or encapsulated: ))nearlsquan feet Dolls,bteeahkV,dud tsrat ad"cowngs....—1 f=4 solticanPIV lratalatlon...... D+ad )w AwpOkwAWm _. iurslsfbDtsrrxnf come a sd • n o •• Cloths,wow Urlcs....................._,/ trslYboN4wilbwd........I.... 1240 01tw pteawdescrb). .... ... .. ....._.J t Vt+'f�tKt�bT7G 12. Describe the deoontaminallonsystsm(s)tobeused: (check applicable systems) Three chamber decontamination facilit with shower Two c am erdecontamination ac ty w t was station 13. Describe the contalnerizaUorJdisposa)methods to c0mplywfth 310 CMR 7.15 and 453 CMR 6.14(2)(q): All ACM shall be handled wet '(hand to bag). All waste shall be —arooerly Package a e e and—transports and-transported to an approved landfill. - 14. For Emergency Asbestos Abatement Operations,the DEP and DLI officials who evaluated the emergency: Hann NOEPOda( lAb -> WMdAWAotrxium a Name aaicricial rbe var dAunxxtrxka, ttylaer/ 15. Do prevailing wage rates apply as per M.G.I.c.149,§26,27,or 27A•F to this project? O Yes $-No Rev.6N2 Feelllty Descrlptlon 1, Curtest or prior use of facility. Po�,r rww 2• Is the facility owner•occupled residential with 4 units or less? ❑Yes ,�No 3, Facility Owner. Vwrr O ;,TM-e5 Punae, *uwlct-, 1bl cov,�% r' , wmr Adrmrs P"V`1,9"(4E� 0713P Lit o 9 Lf r•( f Zf t b Grjaown n0 Daft Tdephone ', 4. Facility's Owner's On-She Manager. Nmr AddRa Sy8 9Y� �ya� Gryrrown ,• rasa• rrgpkxr 5. General Contractor. Nsms AOOnss Gy/foMn ZytoO� AATdoa conrncror7 Workrrt camp,14suar pol6y/. Fu,Wu 6• What Is the size of the facilityl6 (sa tt) (/of floors) Asbestos Transportation and Disposal A. 1. Transporter of asbestos-containing waste material from the to temporary storage she(if necessary)to final disposal she: LVI Environmental Services Inc. 195•Corporation Way Name Aofirar Medford 02155 (17) 396-8800 ONTO" loco* rwprax 2. Transporter of asbestos-containing waste material from removal/temporary storage site,to final disposal site: Logano Transportation Co., Inc. PO Box 144 Hsme AUM . Portland, CT 06480 Note:Transfer Crry/fo»n laX* TaraWone Stations must 3• Refuse transfer station and owner(If applicable): comply whh the Solld Waste N/A Dlvlslon repula• Add= lions 010 CMR 18.00 Gry/rorn 11Deodt for#" 4. Final Disposal Site; Meadowfill Landfill Mid American Waste Systems, Inc. r=fm AWN AnstrsNme Rte. 68 — Daufon Drive Adiho Bridgeport, WV 26330 (603) 842-2784 GyrTorn zoo* T un cenlricaaon The undersigned herebyy states,under the penaftles of perjury,that he/she has read the Commonwealth of Massachusetts Requlallons for the Removal,Containment or Enceptuldlon of Asbestos,463 CMR 6.00 and 310 CMR 7.16,and that the information contained In this notification Is true and correct to the best of his/her knowledge and belief. David P. Pearson Ainf l4me AuOxrQrJ51<inafurt Oak Note:Contractor must sign this President LVI Environmental Srves. (617) 396-8800 lorm for DU i wui„ynre n,p WOV TWO— nollksflon purposes 195 Corporation Way Medford 02155 AM= uq/lan 10 rode Fee exempt(City,Town,district,municipal housing authority,owner-occupied residential of four units or less)9 0 yes1_1t*o Slicker I(from front of form): y �. ee y"K. • v \ olol 40 .. �� � /. mil.--.'••: ��j�' � �� 1 i NOTES Dest Data +,, • • ' °' ,e • I. Water Supply For This Lot is Alunk0al Water. Comm"now. office 75 gat Per 1,000 • �• i ® !fe �+�� 6 Area 2. Location of Utilities Shown on This Pion Are Approx. (116.72)4,W4 SF/1,000SFx75Vd- 327 Sf � #r � O } i' to - 87 ! ! n� s a c1. a At Least 72.jHours Prior to Any Excavation For This Dolly Row = 327 GpD + • " [� +D k , ::7 ' otUral Prolect the Contractor Shall Atoka the Reeqquuired �e • NotT ation to Dig Safe (1-888-344-72 ) Task: 3. The Contractor is Required to Secure gqp�ppra Septic to 327 x 20OX- 655 GPD Permits From Town Agencies For Constii,etlon Use Existing 1,000 Gollon Septic Tank Defned by This Plan. • A•.s • �, �t 4. Install All Risers Beneath Pavement to Finished Grade. Leachino Ar ea ''` +• I 4 5. AN Structures Burled -> Three Feet or Subject 327 GPD/Q74 = 442 SF Required o BN1 ;. d `s,ti Ae• M • •: p to Vehicular TrafRe to be H-20 Loading. 6. Septic Syatam to be Installed in Accordance With 3 0 CNR I& Latest Revision and the Town of ��Qg� - 100 SF- 2f12'+257x2' Bottom Area: - 300 SF- 1 x25' at to Board of Health Regulations. Total Provided - 448 SF •• .` • • '- Qf , .� o r . 7. AN,Piping to be Sch. 40 P4C . 1, t X aWherever Sewer Lines Must Cross water Su y leaching Chamber Deston r` _ �" et3ChVfOtAt� ) , p Lines, Both Pipes Shall Be Constructed of pass 150 AM Pb" to be Schedule 40. o Pressure Pipe And Shall Be Pressure Tested To Use 500 Gal. H-20 Leaching Chambers • ■� . Assure Watertightness. in a Washed Stone Feld an Shown. 7r * • �• 9. Existing 1,000 Galion Septic Tank Aloy Be Used a •• ' If Determined By the Contractor and Engineer $�! • ` , A•,': X To Be H-20 And Structurally Sound. Check: (448 x a74)- 332 gal (OK)Un ' •�• 4 ;•• . s u PERC TEST 10,287 NOT IN ZONE erry ate,. • ��1� c PD*VRMED BY S/WVM ENG .r • : fC.� WRESSM BY: DAY£ST0110t/ •s: + 4° .� .+► L Ar e 6 TEST HOLE — 1 • KRFSEP U T004 AM t7VG AT GRADE —AL 51.5 ( . RLL —� A LAM taw+ Location Mao ®o 'a-s. BRN COBBLESo S suo 1"=z OOOf LAV J�o P h a �. �»-,o< see e LAM m tiR 4 41r- � `—'oo,' O 4140 ® Catch Basin Q° ter gg� _ =Goods O Septic System Cover NO saouowM aaoarwrrFM ooepeoed Flu Fa� • Septic System Riser TEST HOLE — 2 Post Office FOUVOMsuur4wan -b�— Wafer Line a ® O a a! AM slow g 364t °'- "" � ® ®uildin SF AT GUM EL aia C3 ® CMC3 0 Pa•sea,• aa 31,r— Il/Y 4 ' eae C3 ® ® G O Double w eaua A LArv+tam e 16 �•- iaiew eR.e sAeo a LA=lam GA sr� see—Comm WeCOBBLES 443 l a n C LAVER to rR 5/• -10 °0' �"a 41& CROSS SECTION OF CHAMBER No GROLOM7 R 10MA EM NOT TO SCALE Existing t-T nk Gal Septic �s Hag pole o tion of en Approximote Lo^aCoppe vans watP1 Line 3�2" Main es Connect t M Card Fa a.sot sti.woo 4(lip.)gQo per COM S 51 . t, ipdByA710N 9EP&reNtT , O Flaw F s O O O C O f� sf is M D—Box Y anaas eat 'M V% l � as Per ft 5 n o,mner.e Msno•3 nce SurrAa tAawteeee Soft Wt%5'er rO tso �5tp Prhrter or no SAS Lee ambers • wo tirw�dsotarts• . 60, h lame ow contaw u0p f N4 !/ PROPOSED SEPTIC SYSTEM PROFILE NOT TO SCAM Revision: Dated 611412006 Adjust location of SA REVISIONS PREPARED BY: PREPARED FOR: TITLE: 1. The property line information shown on this plan was Sullivan Engirieering, Inc. MARCEL R. POYANT Septic System As—Built Plan "— compiled from Town of Bamstable GIS Information. 7 Palter Rees a Q Sor ass At 1672 Falmouth Road 2. The topographic information shown was obtained from (M40-WO/a78-Jtts- �E 282 BARNSTABLE ROAD Barnstable (Centerville) Mass.from the Town of Barnstable GIS Department. PsumdvoLem HYANNIS MA 02601 3. The datum used was MLW, based on USACE data. Refer ova/�W « -Rely Data: e/14/006 &%a oRe/" ,, ,,, 58120 FEB 17, 2006 1"=30' Renters Ps 1 + • o •.: .� cQ�smn'ta..�.s�.arose 7s 1 per 1.00o sF " � `� `� ,�` •� + � . <+ + * I. Water Supply For This Lot is Munkoal Water. ,a go P • '° a () ¢ �+t+� 2. Location of UtlltJes Shown on This Plan Are Approx. (81672) 4.J64 *w/T.000SFx759pd- 327 SF At Least 711 Hours'Prior to Any ExcavotJon For Thk Daly now = 327 GPD ► ;a + • iD .IJ alp . V Protect the,Contractor;Shall Make the Reeqquuired T � • Nob' No Roatkri to Dig Safe (1-888-344-7233) Szgp Tank DesJan r � r'• J ,Tile Contractor Is Required to Secure App��rliate Sepik Tank: 327 D x 200x= ti55 GPD r• ,:� zo •• Permits From Town Agencies For Construetian Use 1.500 Gotten H-20 Sepik Tank Deftned by This Plan. 4. Anatol All Risers Beneath Pavement to Finished Grade. - e Leaching Area ki�.�`fi'�•* � '�' •1`, , 5. All Structures Buried => Three Feet or Subject to Vehicular Troffle to be H-20 Loading. 327 GPO/0.74 = 442 Required d $� a `t, J. s J 4• + 't+ 6. tic System to be Installed In Accordance With ��� ' SA ampere ys Sideway Area. - 148 SF- 1 1z'+25�x2• 8 q �4 • f21 310 CA/R 15.00 Latest RevlaJon and the Town of [[ 5 L°0d' Barnstable Board of Health Regulations. Total Proms_ � - 12'x25' r re e *, "` • p 7. All Piping to be Sch. 40 PVC. �t o �eC!hl'wODt9• 8. Rherever Sewer Lines Must Cross Water Supply Leaching Chamber Design ,� ' • o�- 1 O Lines, Both Pipes Shall Be Constructed of pass 150 Ay P to be Schedule 4a Pressure Pipe And Shall Be Pressure Tested To Use 2-500 Got. H-20 Leaching Chambers X Assure WaterUghtness In o Washed Stone Field as Shown. t w : '•• . O 9. 00 Existing 1.0 Gallon Sepik Tank May Be Used p 4 a p'�!� e• lJ . I O If Determined By the Contractor and Engineer Check- (448 x a74) - 332 got (OK) • 4 .1• 1 To Be H-20 And Structurdly Sound. • X — 's° PERC TEST 10,287 NOT IN ZONE r r • '� • <' : i PERFURAIM BY SLI UVAN ENG ,,,•j - .r.si .. • _. .+► .'.. tT tk Tank W ED Or �CANTON . + 0 aqi SEP 30. 2004 A ~ y "� + g . •� a; N s+e TEST BHyOLEw� 1AN M , Y 30 2I704 , t' -J/ a/3 A uYtR to/R tt/b Location Mae *-Ite vnLow-aw sAroCagan 482 1"—ZOOOf' AVER fOVR EA a4•- awe tiw COARSE sera e .��- e LAYER 1a/R V4 waLoir-aror gees[wo � ® Catch Basin P'jp30 4 1•043* "AN N etIM _ Fo,r Grade O Septic System Cover 49 tEss WAN9 44B NO MOUMOIINTFR 8000UtDDIED Vft 3ftx S t:arnpoat a Ell ref • Septic System Riser O TEST HOLE — 2 - Fie P y O PERFORM e,, rA,r�Nrr an �, -�— Water Line SEP 1a awo ® ® O C3 Or- +�- AT GRADE FL..81A ® 0 CM C3 ® Poo storm Post Office w ML o ® ® ® ® 3/4'- 1 1/2- E30ding o Club '"" C3 ® CM a aU th Rd A LAYER toYN 6A! Doubts Nbahed OF N1672 Film Health e--24! YEuaw.M SAS stab 4,364f SF 5,OOOf So th 21r ERN- .LAWN' E sAM COOKES "a PETER 1664-76 Fa CVS D LAM ej4 SULLI% 't" rmerly 4e•-'E YELAEI-tea,OOARSE BARD S.� . FO , • CROSS SECTION OF CHAMBER � Imo-2 sZL,t. � No OROWOMAIER gICQINiPRm NOT TO SCALE CIVIL ent er PWW �' ��ON 1 �► W AREA: Al �S LOT RernDve optic n aD O 4.6 aC ExomPonent pa OPole 203r981t ft 09 ssesses F.G.RecDrd EL Sar see Note 4(tip) yQo A `► Ext tin 0� so• � ago•w+ .......: WIN w h O 1.0L lac 6ali Se tic • Pce ............. £ , o 'e► Ton • y8� �i 1roN sRp o rb.EwEa«a o �0 51 olum Laoeh I)meleue cg Bad.: -re,v a (2)Noua. V w 2 5 Gal. SAS /iamb m Trees n Freatxde O Remove 3 Abpooe i3 LeachH_20 Al Lbwrdeapa soEe 1NfAh a or The orcw r wa,eee.Of The C-'- sly T.r ImA. a u-a• Of Wo� No mow t w0 moxrd.otar O r.as item Estim Location C PPef Toe Gw contour rryo(ISM ' PROPOSED SEPTIC SYSTEM PROFILE Lin 3t to 2" Main xoTxoscwe Conn MM Gard Per REVISIONS: PREPARED B)l i PREPARED FM: MW Sullivan Engineering, Inc. MARCEL R. POYANT Proposed Septic System Upgrade 7 Pager Road P. 0 Box M11 16 (S00428-W"/40-3Ns,. p 282 BARNSTABLE ROAD At 1672 Falmouth Road P&PEesareem Barnstable (Centerville) Mass. Fatah D,�/,,�, .• Rev.ads: HYANN/S, MA 0260.1 $ Review. /'0D �1Z0 .FEB 17, 2006 sears 1"=30'