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HomeMy WebLinkAbout0195 ROUTE 149 UNIT 7 - Health (2) 195 Unit 3 Route 149 Marstons Mills fA A = 078 018unit 3 - - — — - -� {'F 3 t 1-A88-450-OMNI (508)548-0343 OFFICE—CAPE COD,MASS. MANUFACTURING—CAPE COD,MASS. rP.O.Box/28 72 Falmouth Technology Park-acme Precast 465 East Falmouth I-li,ghu+ay 520 Thomas B.Landers Road East Falmouth,MA 02536 OMNI East Falmouth,MA 02536 Environmenta S}�stenas,Irtc, MIP Property Owner: Bayside Building, Inc. Property Location: Unit 3, 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 . z ,.. ;.:: .. �u .,, ;; x �, ,... . €.. 3. �.,A z .�3 Start Date: 9/19/2002 End Date: 9/19/2003 Terms: $350.00 Terms and Agreement for Standard and Preventative Maintenance OMNI 2000 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 Preventative Maintenance listed in the Operators Manual. The OMNI 2000 Recirculating Sand Filter 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 and accident or consumables. This agreement does not include travel costs for 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-refundable. 7. _/WCE�( Please Print Name VordA Signature Date Land Owner's Signature Date, Environmental Systems,Inc. 1-888-450-OMNI (508) 548-0343 OFFICE MANUFACTURING P.O. Box 128 Falmouth Technology Park 465 East Falmouth Highway 520 Thomas B. Landers Road East Falmouth, MA 02536 EnvironmentalSystems,Inc" East Falmouth, MA 02536 August 27, 2003 Mr. Thomas A. McKean, Health Agent Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Recirculating Sand Filter Systems Operation and Maintenance Inspections Dear Mr. McKean: Enclosed, please find a copy of the Recirculating Sand Filter Systems Operation and Maintenance Inspection Checklist for the property located at Lot 18, Route 149, Unit 3 Herring Run, Marstons Mills, MA. If you have any questions or need additional information, please contact me as soon as possible. Sincerely, M tt e t , President NI Environmental Systems, Inc. Encl. RSF System Reports D.E.P. Certified wastewater Operators Recirculating Sand Filters Manufacturing • Testing . Maintenance • Installations Massachusetts Department of Environmental Protection Bureau of Resource Protection-Title 5 RSF System Operation and Maintenance Inspection Checklist A. Installation &Service Information HQ-Cr, VIC, lull q63 Fapt7ity Street Add gss q ` � Date of Se ' city f Operator/O&M Firm Inspect&note if B. Septic tank(s) pumping is required. Inspect&clean effluent Sludge Pumping Required: Yes❑ No� ❑Sludge Depth: tee filter. Effluent tee filter. Yes No❑ If yes,inspect clean at least yearly Clean as necessary. C. Recirculation tank ))) Inspect for sludge. ❑Check if sludge accumulating Pumping required: Yes❑ No Ld Odor problems: Yes❑ No tf yes,description Inspect for sludge. D. Equalization tank (if installed) ❑Check-if sludge accumulating Pumping required: Yes❑ No❑ Inspect pumps& . E. Pumps, switches, floats, alarm system electrical switches,test as necess •Run Pump Inspections(ail units) If problems,describe pumps in manual Test pump alternator,or record hours triode.Record readings Hours.of operation from meters& Float switches \ Check all switches for operation counters. Testalarm \ if non-functioning,corrective action(s) Note if weeds& F. Recirculation Sand Filter debris are present on bed.Clean/maintain Inspect for ponding Ponding Present:Yes❑ No bed surface to allow ❑Clean bed: Yes❑ '',',Proper operation of the system. ❑Distribution pipes Flush:Yes.[] No❑ Brush: Yes❑ No❑ ri 9 ❑Check head loss in pipes Headloss and comments •G. Sample Collection Yes❑ N If yes: ❑BOD ❑TSS ❑pH ❑TN ❑Other i „ • } ,1.5- Rook JqJ TOWN(OF BARNSTABLE C- LOCATION //AJ 90*/1dh1, VILLAGE �_� ��'� l �_ASSESSOR'S MAP INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY e e LEACHING FACILITY: (type) L,94c 1ne 71 dL- (size) { NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by UJ _ E , No. 1 / Fee / C)j THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF'BARNSTABLE., MASSACHUSETTS ZIpplication for Migaal *pttem Construction Permit Application for a Permit to Construct(1/ )Repair( )Upgrade( )Abandon( ) 1y omplete System ❑Individual Components Location Address or Lot No. Roll�e /S/g 177Q rstons Owner's Name,Address and Tel.No. Assessor's Map/Parcel n yowl f&a/ty Trast9SeV-7*2/-3 /9 8 I,n;L A AIX 1A.1 Installer's Name,Address,and Tel.No. (•C J Designer's Name,Address and Tel.No. jar/ davossa ;Tr. 30(P-5110-3g33 ,B..S_S _Aesijn, Z-;1e_ ,5Y0-88D�i 61,57 Pa/rner ✓e �a/mouth MA /by�474Aarrr%el-eez3atPs, � Falmott] i A Type of Building: Dwel ' No.of Bedrooms_� Lot Size 11Y, 56 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3o°- gallons. Plan Date aang Number of sheets o2 Revision Date Title AXe n Pro ar SfLJet i Size of Septic Tank /ff 00 n//6 n J Type of S.A.S. A i S-r 4 u k;L n Description of Soil 0 4, O�A Sa ri d v L o a rh - /.3 AI 'Mea/zu.yt ..SUr,d Nature of Repairs or Alterations(Answer when applicable) Xd 4-) a 0/2 S fra C Ti or) 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 pl a the system in operation until a Certifi- cate of Compliance has been is �0, his Board of alth.SiDate��� Application Approved b "' ' Date Application Disapproved or the following reasons Permit No. 2-,COQ I— -39 S' Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certif irate of ComptiOnoe mo*=R mUsY suPERvl ._ -I!. U4TION D CERTIFV IN WRITIC THIS IS TO CERTIFY,that the On-site Sewage Disposal System,C0111 OMML&D ;4j graded( ) Abandoned( )by PLAN. at LkN \ i -2, �~. "l- � 6`-�. �t� has been constructed in acco rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated -{- �C `2 '(' ' Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector u. .. ; t, y, "ate-'=``-•--•y��r . r o. � Fee- ' `-Entered in computer: THE COMMONWEALTH OF.MASSACHUSETTS%- PUBLIC HEALTH DIVISION -TOWN ORa A fliSTABLEs MASSACHUSETTS application for Miquar *pgtem Construction Vermit YApplication for a Permit to Construct(/)Repair( )Upgrade( )Abandon( ) [P'Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 9# q f/arn /Howl X&a/-ly Trusf JAF-79/-39/9 Assessor's Map/Parcel 8 /, L Q 1,�2a y N, Q rl A S 1A4 Installer's Name,Address,and Tel.No. et T Designer's Name,Address and Tel.No. Carl 644vOSsa ,T, 50f-5yo- 3oi33 135•S -Aesi-Y/), 7ric .say-5�io -8�ro� oZ57 Pa /nia°r Ave, ralmou p /6y/(lifharrnLoHPpAAfP Fa/m0aA Type of Building: Dwe ' � No.of Bedrooms Lot Size // .J6 sQ.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow .5 31a-2 Ca gallons. Plan Date / v. 7 DD Number of sheets o2— Revision Date Title /af P/an ro,aose'd h(alise .Sir sir►-{��,� S_ � _ , CO/r, ryLp* Size of Septic Tank /J 00 6a//o n I Type of S.A.S. Pre C C u r e _A Is r-i �+ % r Description of Soil 0'6 D/A S?n v 4 O a rh >n' oc �� /� r rL.U//f � IV - /3 g /Y1 ec/�ir.yl Nature,of Repairs or Alterations(Answer when applicable) Xe_t4 e DID S f ra G it on 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 the`system in operation until a Certifi- cate of Compliance has been is d this Board of alth. �} � . _. Si a Dat' Application Approved b -' Date Application Disapproved for the following reasons 1 Permit No. 2 C10 >' _39 S Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS "T BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed)Repaired( )Upgraded( ) Abandoned( )by at —2, 2 1 1`a I`-t.�_A, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No 1 �- S dated " Installer Designer The issuance of this permit shall not be construed as a guarantee that the system,will function as designed. Date i Inspector ' y -_J --------------------------------------- No. �� 1l�j Fee Y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS e tgpogar *p.5tem QfOn$tructton Verntit- Permission is hereby granted to Construct, )Repair( )Upgrade( )Abandon( ) w m System located at UVN,1\-y _1_, �,i. 1 i, C - d and as`described in the above.Ap hcationrferptDtsposa System.,o structton Permit. The applicant recognizes his/her duty to rv # y e r t .^ 1 ay ;4b * < m t .. +gyp## „ .� comply with Title=5fand the following local provisrons�oispectal conditions; Provided:Construction must be completed within three years of the date of4 lti�p�Ftffi't. Date: u ' Approved by Ruu 1 K� TOWN O BARNSI A$LE { l� LOCATION aQ �l 0 SEWAGE4 a / _>S VII,LAGE /[� . ©U ASSESSOR'S MAP&DLO INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ,6 -/(� /'S79 ��Il/Gi `T I�GZ LEACHING FACIIITY: (type) � '2� 4-C#1AU7 71vc� (size) 7 NO.OF BEDROOMS BUILDER OR OWNER i 0.0-P PERMITDATE: - COMPLIANCE DATE: • Separation Distance Between the: ' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edgeyof Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �y C� .A A-3 A. 7 - 8-3 -- No. Fee t/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(ppYication for Otoo.5ar *p!gtem Construction Vertnit Application for a Permit to Construct(V/)Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. 9� (JjJI-I3 Owner's Name,Address and Tel.No. Assessor'sMap/Parcel /nos l�� o C3p)c a, R 1� Installer's Name,Address,and Tel.No. Si� " �y/� Designer's Name,Address and Tel.No. .9��?l���•2 �XcA✓sue/� /3S3 ��iGj�/ -��/�'. A S/�0v .G Type of Building: Dwe i No.of Bedrooms .3 Lot Size//'Ssq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 0 3/> gallons per day. Calculated daily flow gallons. Plan Date //027 n l rs Number of sheets C:91 Revision Date Title r�/e-/ %IA..j Size of Septic Tank /E-fdd 0;;�A IXOAI5 Type of S.A.S. Description of Soil 2 014 16A 6— 2 5e"' � G�ftnt t/ Sst� Nature of Repairs or Alterations(Answer when applicable) ,449 ul DESIGNING ENGINEER MUST SUPERVISE !N&TALLAXION AND CERTIFY IN WR TIRO Date last inspected: THE SYSTEM WAS INSTALLED I ACCORDANCE TO PLAN. 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 b s Board altK. Signed Date �?17 ©, r Application Approved by Ay Date M _ U x Application Disapproved for the following reasons Permit No. 2 00/-3 H.S Date Issued No. Feel l^ THE COMMONWEALTH OF MASACHUSETTS.,:, . Entered in computer: a , i Yes ', f PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ,r t ricatton for Mi5pozat *potem Chkaru'etiori ernY t Application for a Permit to Construct(/Repair( )Upgrade( )Abandon Z.Complete System ❑Individual Components Location Address or Lot No. 91` av 3 owper's Name,Address and Tel.No. �->te. ry9 W�tde f3�t�dtr5q Assessor's Map/F arcel. .�1 s r .78 4 /i+f1�SSi�f1 R G C30X'�5 er �. 1� A Installer's Name,Address,and Tel.No. T� '��!"7`//6 Designer's Name,Address and Tel.No. *1t�cP- �"!/O Pcf'6-5— ,3�0 (,Ji%/out J-f /.G/�c�� �lt',�✓ L e� 3 '.5 Type of Building: Dwellitj� No.of Bedrooms .3 Lot Size 'YG sq.ft. Garbage Grinder Other Type of'Building No. of Persons Showers( ) Cafeteria Other Fixtures Design Flow gallons per day. Calculated daily flow 3-30_ ,2 gallons. A Plan Date /,/27Z no Number of sheets c*. Revision Date Title V/d yei--) 14071-e Size of Septic Tank J:%-60 t6A, /OdA(I Type of S.A.S. � rrc'nr 5�-,/ Description of Soil , • S�R�bN ��Ant -o�S�'j G/)Ant r/ J�ig m2 V-13ff ` l! ,r x�75, --I'A AAb Nature of Repairs or Alterations(Answer when applicable) N u1 �1��/ 1?!1Jdil Date last inspected. Agreement: _ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system, ri= in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi .: 4 Cate of Compliance has been issued by' is Board o ealtr, *-� Signed E Date �,P?k s" ;: Application Approved by D Ay _ Date 2 d Application Disapproved for the following reasons Permit No. _2 d0/' 3 9S" 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 A S..S 4—*7. �X 6.4 V'A Al onl at [JAL _3 /!T W e I Yf Md R;nab /Ji//S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9001' CIS'— dated Installer Designer The issuance of thi permit shall not be construed as a guarantee that the Sys te 11 function as desi ed. Date `� l� u�" Inspector ' No.--�u d-3��`�---------------------------Fee _.—._,... .-..,,, J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS 30is�po5at *pgtem Con.5truction 3permit Permission is hereby granted to Construct( k Repair( )Upgrade( )Abandon( )iY � , System located at t fm,V j / a ��2 /Sid' !}��'S�OrIfS ILIj 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 thisFp rmit. Date: 3 Approved by E DEC. 2.2002 5:28PM ATTY JOHN KENNEY NO.587 P.6 ` as Unit No.3 iui Herring Run Place Condominium located at 195E Route 149,Marston Mills;•',;' created by Master Deed dated May 15,2002,recorded with the Barnstable County Registry of Deeds in Book 15164,Page 130. For the site plan of Herring Run Place Condominium,see Plan Book 573,Page 70. For title of Brian T. Dacey,Trustee,see heed dated January 9,2002,recorded with the Barnstable - I County Registry of Deeds in Book 14681,Page 168. EXECUTED as a sealed instrument this day of ��.� � ,2002. HERRING RUN DEVELOPMENT TRUST BY: Brian T.Dacey,�r e� COMMONWEALTH OF MASSACHUSETTS = ' Barnstable, ss. � z, ,2002, k ' Then personally appeared the above named Brian T.Dacey,Trustee as aforesaid,known to me to be the person who executed the foregoing instrument and acknowledged the same to be his free act and deed,before me, Ndtary ublic; . My commission expires: I W� Deed RestricdonBowes/Ib t I , v un ,- J 1 . 1 • I i G7NV12Y..CKUCvEi.l� :::_ f C � O � ��• i M 1 ...�� -:I evlin -- r. Custom A• 4i a .�avaa � D A u esigns I y. .•t :li.o• .::.Ae. 1 I �Ir.ROCK Mtn!I 14 Q to V I W. . , moo• .., . . -. - ,arn�rul-�rr-eulH ' v.rriein.y p�•nr•ne r•yourr ey Dc.D.nr ro or.r my any ornr.,. my p,onie rr I ILLJI Q ,.. Fl ifLIAL — fo - ...— - 508.428.6191 lo esig AS i t T wc� — r' i I � , iu R mj•nl: � �' t r ' --' e�c.aontrar,a�A�:lAsmwir«-..,�c♦ .:-: — 5 .- ......l plan,♦ 1.71.ny DC D.Rre ler,n my Any o <ny PrOnr O�,e - 1 r —t- tmxml r �L -arrtcn-z�c--_.._ I' _YEGZwntwt� u}. . a J, — ♦ I � � wIE e!y .4p.IT 508•42e•6191 evlin 1 .l tapyrr4nt O rfl/ y-� _ � 3 RRrervgee S -- - —— - _— Y hRlrminary e�•nt♦ IRyoelr ey DC,D•re IRr t •nY a trly prenlelre Bayside Building, Inc. P.O. Box 95 • 3 Bayberry Square • Centerville, Massachusetts 02632 Phone: 508-771-1040 FAX: 508-775-0155 June 3, 2002 Mr. Thomas McKean Board of Health Commissioner Town of Barnstable 367 Main Street Hyannis, Ma. 02601 Dear Tom: This letter is to notify you that the home that Bayside Building, Inc. is constructing at Unit 3 Route 149 #195 E has added a finished playroom in the area over the garage. The Owners have 2 young sons and they felt that the room being over the garage would be an ideal place for them to play because there would be limited noise on the first floor. This room has no closets and is NOT intended as a 4th bedroom. I have given the Building Commissioner a plan of this added space. I hope this letter is sufficient to assuage your fears of us adding an illegal bedroom to this home. Sincerely, John Bowes Sales Mgr. Bayside Building 1-888-450-OMNI (508)548-6424" OFFICE P.O. Box 128 OMNI MANUFACTURING 465 East Falmouth Highway Falmouth Technology Park East Falmouth,MA 02536 nvl�'Onmtnlal SV,,S1L'tY1S,Ic1C• East Falmouth, MA 02536 September 20, 2002 Attn: David Stanton Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: ROUTE 149, LOT 18, UNIT 3 — BARNSTABLE, MA Dear Mr. Stanton: The OMNI 2000 Recirculating Sand Filter at the above referenced address has been installed and is operating in accordance with the engineers design plan. It has a maintenance agreement in place and will be maintained as outlined in the attached "Maintenance Agreement". If you have any further questions don't hesitate to contact us. Sincerely, 4Matthew C. Costa CC: John Bowes, Bayside Building, Inc. D.E.P.Certified Wastewater Operators Recirculating Sand Filters Manufacturing • Testing • Maintenance • Installations DEC. 2.2002 5:2epm ATTY JOHN KENNEY K 1< 16 U 1,5 r s;0NO.587 W.'-LP,5FV e f 12—O2-2oo2 1 83=:"49s DEED RESTRICTION WHEREAS, Brian T.Dacey,Trustee of Herring Run Development Trust,under•y i Declaration of Trust dated January 9,2002,recorded with the Barnstable County Registry of Deeds in Book 14681,Page 163,of P.O.Box 95.,Centerville,MA 02632 is the owner of Unit No.3 in i Hering Run Place Condominium located'-at 195E Route 149,Marston Mills,created by Master - Deed dated May 15,2002,recorded with.the Barnstable County Registry of Deeds in Book 15164,.. ; Page 130,by Deed dated January 9,2002,recorded with said Deeds in Book 14681,Page 168 WHEREAS,Brian T.Dacey,Trustee,as the owner of said lot has agreed with the,Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in Unit No. 3 of the Herring Run Place Condominium as a pre-condition to obtaining a disposal works construction permit in compliancewith 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board-of Health,as a pre-condition to granting-a: . F disposal works construction permit for a septic system in compliance with 310 CMR 15.2001"State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of Unit No.3 of the Herring Run Place Condominium on this property,is requiring that the agreement for the restriction on the number of bedrooms in said Unit No. 3 be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE,Brian T.Dacey,Trustee,does hereby place the following restriction on his above referenced Unit No.3 in accordance with his agreement with the Town of . Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. Brian T.Dacey,Trustee,may construct upon the premises known as Unit No.3 of the Herring Run Place Condominium a Unit containing no more than three(3)bedrooms. Brian T. 6' Dacey,Trustee, agrees that this shall be a permanent deed restriction affecting the premises known-t "N, - 'I L � o LL d� 1. t�e• � �• - ' - - In I I-vv IP y. . :.OS* 1 , n• 1 SEWAGE L1YST. 'M & OMNI — RECIRCULA �000 TIIITG SAND FILTER PROFILE � NOT TO SCALE 6 5 4 ® 2 NOTE: IISERS AND COVERS TO WITHIN 6" OF FINISH GRADE 6" PINE BARK MULCH /-- OMNI 2C00 RE-CIRCULATING SAND FILTER i FILTER FABRIC COVER / 2 MODU_ES REQUIRED (NO SUBSTITUTION) 00� FINISH GRACE=61,2 AIRATION HOODS s o ✓ �� (3) COVERS TO GRACE 0� F.FL.=63.1 1.5" PRESSURIZED LINE 7 -- SEPTIC 3" PVC RETURN LINE I a EFFLUENT FILTEI & TANK 61.15 62.0 TOP OF _I GAS BAFFLE RECIRC. Acme Precast N-Mel PL122 _ R.S.F. FINISH I - N H � TANK- 61.1 s GRADE 61.5 62.5 Ozo _. zs"Ope 9 !! ODULE Kb"Y� .NIAP ti HOUSE 3 58.0 AC FLOW �: _ " - ,.+ SPLITTER y 3 PEASTONE > INV. 57 T14" c _ -� _ 1 =60 .9 ,►7.65 58..83 ' j 4�0" 1-1 2" PVC r_- W. - 3- GAS ' 57.35 �r - d. 4 LIQUID BAFFLE AC + d • ' LEVEL ti% 24 HR. I i 59.7 - ° • !' r PUMP ON v' + a . RES. "HIGH WATER ALARNV" = d, •. 4. ` 3/4Q TQ 1-1/2" .CRUSHED; • ' T i Io 57.2 I o WASHED STONI= - 150f GALLON SEPTIC TANK " r� , ► - LOW WAlZR SHUTOFF 11 ---PUMP OFF d r -SET LEVEL 1000 GALLON "OMNI 2000" EFFLUENT FIL"''ER RECIRCULATION TANK OMNI 2000 PUMP CHAMBER BOTTOM _By. Zoeller �/ (NO SUBSTITUTION) SOIL ABSO PTION SYSTEM BY-PASS ORIFACE" 250 GAL.PUMP CHAMBER „ "� NOTE:TIMER AND E\',:NT COIUNTER DESIGNED BY OTHERS � \ CHECK VALVE SHOULD BE MONITORED FROM 2/3O' LONG, 1 .00" DI A. PVC LATERALS DESIGN SP''=CIFICATIONS CONTROL PAt.EL EACH WITH TEN 1 /4" DIA. HOLES SPACED \ Sand Filter Media . . . . . . . , 24" min, depth <1% #200 sieve, 2mm to 4mm size .3'� 0 C ALONG PIPE INVERT. I OMNI 2000 RE-CIRCULATING \ Xsa'S N AVERAGE DAILY'''FLOW . .{v,1. . . . 55 g' d/`per oe� /P rc SAND FILTER (2 MODULES REQ.) � p sore er: •bedroom �, r.�: ;i � j i TRENCH IS 65' LONG, 2.7' WIDE WITH � Wastewater strength-BOD5 230 mg/li /r r <, D{ESI`GN' 'CRITERIA ` X�.30 R - t�;- esidential '' '' � 2 EFFECTIVE DEPTH. ONE MODULE PIPED BACK TO 6 , Re-Circulation Ratio . . . . . . . . . 4: 1 NUMBER OF BEDROOMS 3 ► RE-CIRCULATION TANK / w Re-Circulation Tank Size . 1509� of c';sign flow (Use a 1000 aal, tank) PERSONS PEIR BEDROOM _2 ► f DAILY FLOW PER PERSON ` 55 Sand Filter Loading Rate F�esidenticl! .finr. Rate $ i Q ONE MODULE PIPED BACK TO 9 C ) Loo.. C9Pd/sf)=1150/BO[�5=5 gpd/sf TOTAL DAILY' FLOW 33C SEPTIC TANK ! �• Sand Filter Surface Area . . . . . SA=F!ow o:)d/Loading Rate gpd%f•c2 LEACHING AREA REQUIRED 443.9 sq. ft.(330 gal. ® 0.74 gal./s.f.) SOIL EVALUATORS LOG c- _-_ �►�► 330 god/ i gpd/sf 766 S.F. Rs:O. (69.3 S.F. PROVIDED) LEACH!NG AREA PROVIDED 44F,3 sc. +`.. Depth from Soil Soil Soil Soil Other OMNI 2000 RE C,1R,.1_A'nON TANK - �c- Surface Hor. Texture Color Mott. Rotative i• �,• LEACHING C/'APACITY PROVIDED 33(.�_) .�.p.d. (446.3)(0.74) (Inches) (USDA) (Munsel Factors �\ Re Circulation pump Size . . . . . . . [330 + `14330)] x 103�� 1,6�0 9Pd PUMP CHAMBER _�;--�', n ,. _ ( x CALCULATIONS - : . U EP 62.2 DE OBSERVATION HOLE E 1 -- G 6 p (1J as. i. 1500 GALLON SEPTIC TANK 6�• �6 E-t,,, Ilse My�. Model #ivit40 �� eGac;l (C� ya; �. ' � 90TTGrA 0 -6 1OAj 101. .�. 'e Sand Filter SetoecL-s : Title V septic tank ��r i-:• _ _ Same a " - N '' / / E` �" SIDE4WAL - ; " o j E_ / .r '�---�s�� ass 35. x 2 x 0.74 200.39 g.p.d. 60.2 6 -24 B L/S cL i ro / � ? C-LIa��t�' J �, 330.26 g.p.d./O.7� _ 446.3 s.f. GENERAL NOTES 24"-138" C M/sCIN i # i / 1. ALL ELEVATIONS SHOWN ARE 4 62� �. ti� �, 60. s�.� ASSUMED. 50.7 2. ALL PIPES IN THE SYSTEM TO BE 62.2 DEEP OBSERVATION HOLE E-2 ' ► O/cZ 0 / 5g CAST IRON OR SCHEDULE 40 P.V.C. # ; 60 ,y 3. REMOVE ALL UNSUITABLE MATERIAL k 1 BENEATH THE INVERT ELEVATION 61.7 0"-6" OA S/L fi FOR A RADIUS OF 5' AS PER 310CMR 15.,255(5) Q ��/ 56----._or �c AND BACKFILL W/ CLEAN COARSE 6"-24" B L/S <o O "�."_ GRANULAR MATERIAL. 60.2 M / 4. ALL BACKFILL SHALL BE CLEAN �- a4a� COARSE GRANULAR MATERIAL FREE ,r."�?= 24 -138" C M/S Z 4{� FROM DEBRIS Ic LARGE STONES. 5. CHRISTOPHER COSTA & Assoc. k �7•1C�.1►s ,r I� �° ' co / _-�:, MUST BE NOTIFIED WHEN THE - ,rs i 50.7 sos . � ; SYSTEM IS INSTALLED PRIOR TO � �"�'� ._. IE?COLATION RATE - c5 MIN. INCl�! BACKFILLING FOR INSPECTION. h' A� t - / C 6. UNLESS OTHERWISE NOTED ALL �` '' * DEPTH TU GROUNDWATER = NONE ENCOUNTERED �► -�� --" � JERRY DUNNING ` 60.3 SYSTEM COMPONENTS SHALL BE ��, l OBSERVATIONS BY: INSTALLED IN ACCORDANCE WITH TAKEN BY: BRUCE G. MURPHY MASSACH JSET rS TITLE E V SANITARY �� ` SEWER CODE AND LOCAL RULES DATE TESTED: 3/24/98 WHICH MAY BE APPLICABLE IN A WORKMAN-LII:`� MANNER. "NOTE TO INSTALLERS r 7. THIS LOT IS NCT IN THE FLOOD PLAIN. 8. A GARBAGE GRINDER WILL NOT BE INSTALLED ON THE SYSTEM. i YOU MUST BE AN OMNI ENVIRONMENTAL SYSTEMS 9. NO CHANGES SHALL BE MADE TO `1-IIS PLAN CERTIFIED INSTALLER. YOU CekN BECOME CERTIFIE[; WITHOUT PRIOR APPROVAL FROM CHRISTOPHER i v� AT THE TIME OF INSTALLATION, IPLEASE CONTACT COSTA & Assoc. p i }- OMNI AT 1 -888-450-OMNI FOR DETAILS 10. DIG-SAFE SHALL BE NOTIFIED FOR THE PROPER � ;, �M I APPLICANT: BAYSIDE BUILDING CO. INC. � LOCATION OF EXISTING UTILITIES PRIOR TO ANY ) ,yN I l EXCAVATION131 '��" °F ss PROPOSED DWELLING LOCATION ji , PRODUCTS AVAILABLE THROUGH ,. 11. OMNI NW NT T 'OMNI £NOVIRO R' E AL SYSTEMS ,AT 1-888 w 450 s 0MNI CHRIS OPHER�, PROPOSED SEWAGE SYSTEM LOCATION z 12. OMNI 2000 CONTROL PAN T T , COSTA EL 0 BE LOCATED 11 No. 31305 IN A VISIBLE & AUDIBLE LOCATION.00 c�sr ' o� l INSIDE DWELLING 14. ONLY OMNI 2000 BIO-FILTER COMPONENTS q'I'0 SUR`I 'I .�j�T ,� N UNIT 3 N UrPL7 1401, rNO SUBSTITUTIONS "' RO REVISIONS _ CrN PLAN VIEW BARNS TABLE (MARSToNs MILLs'), MASSACHUSETTS4 � I SCALE: 1"= 20' �' -- -- SCALE. AS NOTED DATE. 9/12/02 o LEGEND CEP T/F/ED PL 0 T PLAN & TOPOGRAPHY f -t DONE B Y.' DRAWN BY: JAB CHECKED BY: C.C. JOB NO.: � SPOT ELEV. = X60.5 � - PROP. � I r I u= EXIST. SPOT ELEV. _ x56.04 The site is situated in Flood Zc,ne "C" CHRISTOPHER COSTA & assoc. PROP. CONTOUR - �/'46 BSS D�'SIGAT P.O. BOX 128 465 E. FALMO.UTH HWY. _- n t.IR = -a - ASSESSORS MAP 78 LOT 18 �- / �' 7 _ -' --- # I_ I_nlo. oaTF c'Fs� atryrroni BY EAST FALMOUTH MASSACHUSETTS vicT r` IT... - -� -