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0361 BAY LANE - Health
361 Bay Lane, Centerville A=187 - 1 i' ' 1 i 4 UPC 17534 No. 2�153.COR k ASTINGS. MN TOWN OF BARNSTABLE ON _3 / i4 w L h SEWAGE # q�) — 9 VILLAGE Ge—r/ Aer y e I!e - ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. G W 12 L/ TN✓*2 rS SY fl•0 9// SEPTIC TANK CAPACITY /S'DD Tim. LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER c//ra a PERMI'DATE: /o/JO E4 I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) T��� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) �S a' Feet Furnished by P&H ea )rl'/e F7 Aa =3y' 6-9 46-% .a. - ss r ►�'� yd r) i No. �_ egg U t I Q e�7 / Fee _ THE COMMONWEALTH( OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for 1h6pool 6pgtem Construction Vertu Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. J C6_7 — ( Owner's Name,Address and Tel.No. 6)9y LW Assessor's Map/Parce /A 0C G c H T7c Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. l� Y&I/dfv��ec�s P oc►ox C rou p -o t Po Type of Building: Dwelling No.of Bedrooms Lot Size .�O)sq.ft. Garbage Grinder( ) Other Type of Building R S. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �'�y O gallons per day. Calculated daily flow gallons. Plan Date Zu 4> Number of sheets I Revision Date 4 Title Size of Septic Tank Type of S.A.S. Description of Soil 6o4a�. ��� ,S �r,`fl 0*—e /F N e Nature of Repairs or Alterations(Answer when applicable) r u s ka, r a /S0,0 5 T nESIGNING ENGINEER MUST SUPERVISE Date last inspected: (/ INSTALLATION AND CERTIFY IN WRITING THE SYSTEM WAS INSTALLED IN STRICT 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 he Environment a and not to place the system in operation until a Certifi- cate of Compliance has been issue y and of HeaEe-4�__ SignedDate l Application Approved by Date �� S Application Disapproved for the following reasons Permit No. Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSEdNING ENGINEER MUST SUPERVISE BARNSTABLE, MASSACHUSET�TALLATION AND CERTIFY IN WRITING SYSTEM WAS INSTALLED W STRICT Certificate of Compliant CCCORDANCETOPLAN. THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance 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 w �� THE COMMONWEALTH!OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for Migpogaf *pgtem Congtruction Permit Application fora Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot -No. 1�-7 I O/w�nner's Name,Address and Tel.No. F,Assessor's Map/Pazcel' / � L* �A)�_P✓/11 C_ Z 51 H J6 / �A / t e �1 I C �/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 6/1 f, //IVtf Ie(=s Pp Q� x Grow p Type of-Rwilding: L Dwelling No.of Bedrooms Lot Size 4 sq. ft. Garbage Grinder( ) Other' Type of Building R e S. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow C gallons per day. Calculated daily flow gallons. Plan Date Sv / > Number of sheets Revision Date A Title Size of Septic Tank Type of S.A.S. Description of Soil S t r ,a rttr i F N e ► Y cO Nature of Repairs or Alterations(Answer when applicable) l r G — - i 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 e Environmenta and not to place the system in operation until a Certifi- cate of Compliance has been issue and of Hea �L Signed Date i Application Approved by - Date 4 Application Disapproved for the following reasons 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 has been constructed in accordance with tht 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 --------------------------------------- No. 8 Fee THE COMMONWEALTH OF MASSACHUSETTS "1 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpool *pgtem CongtrUction Permit Permission is hereby granted to Construct( ")Repair( )Upgrade( )Abandon( ) System located at -�n/ L N 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 this permit. Date: Approved by r TOWN OF BARNSTABLE Of THEt�� OFFICE OF f "I,TAM i BOARD OF HEALTH map 0 q. `� 367 MAIN STREET a MAY k HYANNIS,MASS.02601 October 9, 1997 Joseph Asiaf 361 Bay Lane Centerville, MA 02632 Dear Mr. Asiaf: You are granted variances to install a replacement onsite sewage disposal system at 361 Bay Lane, Centerville. i The variances granted are as follows: Board of Health Part VHI, Section 10.00: To install a leaching facility 81 feet away from wetlands, in lieu of the required 100 feet separation distance. 310 CMR 15.211: To install a leaching facility one foot away, from the front property line in lieu of the required ten feet separation distance. 310 CMR 15.212: To install a leaching facility four feet above the groundwater table estimated during high tidal fluctuations in lieu of the required five (5) feet separation distance. The variances are granted with the following conditions: (1) The septic system shall be installed in strict accordance with the submitted plans dated July 13, 1997, revised October 3, 1997. (2) The designing engineer shall supervise the installation of the septic system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated revised October 3, 1997. The variances were granted because the proposed septic system will replace a leaching pit type system which is possibly sitting in the groundwater. The new system will meet the maximum feasible compliance requirements contained in Title V, the State Environmental asiaf Code. It is the opinion of the Board that the new system will alleviate a source of pollution to the groundwater in the area. Sincerely yours, - usan Rd, S G. , R.S. Chairman Board of Health Town of Barnstable SGR/bcs cc: Michael Grotske asiaf 4,01VI I of Barnstable Department of Health,Safety,and Environmental Services Public Health llivisioll Date �' /- 2 ,t+F 9' 7 367 Main Street,Hyannis MA 02601 aAamrrAeta, 1 ` MARS 'rEu •`� Date Scheduled C j — 1 '2 — 9 7 Time JL71,U Fee Pd. Soil Suitability Assessute►tt fog• Sewage Disposal Performed By: Witnessed By: J NNIN� LOCATION &GENERAL MoltmA1'ION Location Address 6 Owner's Name 1PIZ JOte�— � Address 361 oifi� 9^ Engineer's Name N�{ — l G ' Assessor's Map/Parcel: � � � - b b � ''�Li'G. � NEW CONSTRUCTION REPAIR ✓ Telephone N 58 477 • 7395 Slopes °/a 0' 2 % Surface Stones N4 Land Use. p Distances from: Open Water Body !!'3C ft Possible Wet Area 81 R Drinking Water Well W_1l N n Property Line 40 fl Other n Drainage Way�_ P Y SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locale wetlands in proximity to holes) Woe or— an�.o M ow \ 1 . T- Ft . ro�•or Aw enm ra• WRZ n : amc . amoc r O - ,. 4 e 13AY LA all TO tow. `a.un°0b I°w:°"!w"�• •fir 1 rr C�/ EOCgC Depth to Bedrock 80r 1=.ST r 17 (� Parent material(geologic) gr> �P 2� Weeping from Pit Face �•r7 C�?'� Depth to Groundwater: Standing Water in I tole: ` 2 vep (•O t MAGI 'TAB- tnf`C2 1.2' J Estimated Seasonal I ligh Groundwater •2' I)EEItMINA'I'I(ylv rOXt SEASONAL I QH WATEXTAIJL t < 3�0 F"� awugc w�- -n vE 'sl o cswn� 15. ►t73 2)�a�� Method Used: J in. Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment fl• Indcx well N -Reading Date:___ Index Well level...___ Arlj.factor Adj.Groundwater Level_ PEI2COL ATION.TES'I' ' bale Tlm '113� Observation �Z Time at 9" Idle N —� --. Depth of Pcrc Time at 6" riari Pro-sank Time Q - Time(9"-6") End Prc-sonk Rate Min./Inch 42r0 Site Suitability Assessment: Site Passed Site Failed: AdJitional Testing Needed(YIN) original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant DEEP OBSERVATION:HOLE LOG Hole# 1-?4 Depth from Soil I lorizon Soil"texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 - 6"- 3o,r_3(o j,,I LOW W-84 C Lc M` W9 MR.� 7T�� DEEP OBSERVATION HOLE.LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Consist Slopes,Boulderes. 0 6 - u�Y 5A64 C IOYI25/ t.� ) ©N GRN W ,�j 'a--- 78 pEEpOIBSEItVATION IIUI:E'LOG` H01e# Depth from Soil 1-lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e f i DEEP OBSERVATION HOLE:LOG dole# Depth from Soil I lorizon Soil Texture Soil Color Soil other a Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 j . t Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas ubserveu throughout tite area proposed for the soil absorption system? )Ier5 i If not,what is the depth of naturally occurring pervious material? Certification I certify'tliat on 9. 15'qb (date)I have passed the,soil evaluator examination approved by the Department of Environmental Protection and.that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.01?'._t Sianature G-� � Date 1 .30 •q' I The Phoenix Group ENGINEERS •LANDSCAPE ARCHITECTS •PROJECT MANAGERS P.O.Box 1736,Mashpee,MA 02649 508-477-7395 Fax:508-477-7821 53 Ellery Street,Cambridge,MA 02138 617-354-4484 tpg@capecod.net 1ti 1 2 October 6, 1997 RfCE_01iVEO w Town of Barnstable Public Health Division OCT 6 1997 367 Main Street jowiuofei� Hyannis, MA 02601 p Re: Septic System Repair, 361 Bay Lane, Centerville; Asiaf Residence L 9 Sirs: Attached please find four copies of revised plans (dated 10/3/97) for the proposed repair to the above-referenced system. Also enclosed are four copies of the geotechnical exploration tests performed as requested. Please contact my office with any questions. Very truly yours, Michael H. Grotzke, P.E. Director Enclosures: as noted Town of l���rnstablc r a n r Department of llealth,Safety,and Environmental Services Public Health Division Date �' , / 2 7 Q. 367 Main Street,Ilyannis MA 02601 1 anttrNMRIJ9. t rtu NiK+�� Date Scheduled � — 1 2 — . 9 7 Time_j/. 3 U Fee Pd. Soil Suitability Assessilieut.fog• Selvage Disposal Performed By: M Wilnessed Fay: a NNtNG _ `LOCATION &G NGRAL INFOtZIVIA`I'lON � � � Owner's Name CFZ Location Address Address 3G1 Owl _ LA+NC Assessor's Map/I'arcel: Engineer's Name M �1 .•- NEW CONSTRUCTION REPAIR ✓ Telephone N 5019 Land Use �► Mjlb " Slopes(%) 0' Z % Surface Stones N� Distances from: Open Water Body 130 R Possible Wet Area 8 l R Drinking Water Well WA _R N R Property �R Other R r Drainage Way�_ p Y Line SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) r� evcnz NQR o:: ^wort �I I or— �/ l ca sm�oi` �aeM rxn• I aL r!°A"a II / [l[•0.i1l:0.O- to- TO\� O ma awax a ( + TPIL � ain[m ra ame m cr°�oiv sraro �� u a m¢naror. '" a snroc . s 1 ' BAY LA . a?-70[ow O1i c°i "'ncs�c+a+. gpti� i 11 �1 tr'D�•C' i :dF wreo« O� EST' C� � Parent material(geologic) ajbr N A'�N Depth to Bedrock 15 6r5 �P Z-J Weeping from Pit Face �O•S C-IPZ') Depth to Groundwater. Standing Water in I tole: ` #7 + MAC! TA+� IKc2 I Estimated Seasonal I ligh Groundwater � �� 1.0� .2' J t llCTC1tMiN�`1'[UN rOlt SEASONAL 1I�3o cA�nRE 5 032) 300 p.wv1`fi F� . T�' Mclhod Used:' in. De lh to sold mottles: in. Depth Observed.standing in obs.hole: p Depth to weeping from side of obs.hole: in. Groundwater Adjustment R• . index Well N__ _ .Reading Date: Index Well level...___ Adl.factor Adj.Groundwater Level_ I'CItCOLATION`I'LST nale. Ttme .113y Observation Time at 9" lode Depth of Pere Time at 6" Marl pro-.oak Time GD Time(9"-6") End Pre-sonk Rate Min./Inch e2.0 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) t� Original: Public Health Division Observation Bole Data To Be Completed on Back—� Copy: Applicant DEEP0.13SEItVA't'CON HOLE LOG Hole# 1 Depth from Soil I lorizon Soil Tcxture Soil Color Soil Other , Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. % foi' 3v� C S�t.10 log 5 A0 30�,_36N A2 36"-84 C Lam!SD�Nv to Arz � f� -- 60v C efKu DEEP,<OBSERVATION HOLE LOG Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. 4aioa N MIq�2 % L-o�.M ESSt�►�NT" o - Co" A v 5 LL 1 . 6 64. C I�►Y- 5/ GRRN 1V' bEEf'<OIiSERVATION HOLE L.OG Holt Depth from Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. e DEEP OBSERVATION_HOLE LOG Hole Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. % 1 Flood Insurance Rate Maa: Above 500 year flood boundary No Yes Within 500 year boundary No_ Yes W ithin 100 year flood boundary No_ Yes JL Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout file area proposed for the soil absorption system? e5 If not,what is the depth of naturally occurring pervious material? Certification i certify`that on 9' 15 o (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. VX Signature / �� Date r 10/02/97 10:39 FA% 508 477 7821 THE PHOENIX GRP Q 01 r The Phoonbc Group ENGINEERS •LANDSCAPE ARCHITECTS •PROJECT MANAGERS P.O Box 1736,Mashpa k MA 02UD 508477-7985 Fax 508-477.7831 63 EMY Str CaMb MQ%MA 02138 617-351-4484 2 October 1997 Thomas A. McKean, R.S., C.H.O. Director of Public Health Town of Barnstable P.O. Box 534 Hyannis, MA 02601 Re: Septic Repair, Asif Residence, 361 Bay Lane, Centerville Dear Mr. McKean: Thank you for forwarding a copy of the letter dated 26 August 1997 delineating additional requirements for our septic repair design. We have not previously received correspondence from you relating to this matter, other than notice one day prior to your last hearing, when I was out of state. We are anxious to appear before your Board as soon as possible and will attend your meeting of Tuesday, 7 October 1997, as we were r informed this morning by your staff is the next available date. 7 M Please note that the proposed work is to repair an existing leaching field for an existing residence. No changes in use or design flow are proposed. The repair has been sought since late spring to eliminate the leaching of septic effluent through their driveway and onto Bay Lane. Since we sought to expeditiously rectify the failed system, should we have pursued excavation and replacement of the stone around the existing system rather than replace the leaching field itself? Relative to the items requested in your letter of 26 August 1997 to Dr. Asif: 1. Soil Profile. At your Board's request, we performed a percolation test at the site on 12 September 1997. This information will be shown on the revised plan. 2. Groundwater table elevations. We will indicate the groundwater elevations as determined during the above-referenced percolation test. Since the area is near and substantially bounded by tidal esturaries, maximum high groundwater calculations are not applicable. 3. Water Lines. The existing water supply line will be shown. 4. Private Well. No private wells exist or are proposed. This will be noted on the drawing. 5. Elevations. It was proposed to maintain the elevations of the existing components, which are undetermined, since the system was not excavated. We will specify minimum . 10/02/97 10:39 FAX 508 477 7821 THE PHOENIX GRP Q 02 Thomas A. McKean, R.S., C.H.O. Re:Asif Residence,361 Bay Lane 2 October 1997 Page 2 elevations on the plan based on the groundwater conditions. Your assistance in resolving this matter is highly appreciated. Please forward any comments or suggestions to my attention. I look forward to finalizing this matter with you and the Board next Tuesday, as my clients are anxious to complete the work and re-landscape the site prior to the end of the growing season. Very truly yours, Michael H. Grotzke, P.E. Director 1r The Phoenbc Group �i ENGINEERS •UWOSCAPE ARCHITECTS -PROJECT MANAGERS P.O.Boa 1736,Mashpft MA 0286 508477-7WS Fox.508-477-7821 62 E6sry 80 CwnW1dM MA 82128 617-354-4484 2 October 1997 Thomas A. McKean, R.S., C.H.O. Director of Public Health Town of Barnstable P.O. Box 534 Hyannis, MA 02601 Re: Septic Repair, Asif Residence, 361 Bay Lane, Centerville Dear Mr. McKean: Thank you for forwarding a copy of the letter dated 26 August 1997 delineating additional requirements for our septic repair design. We have not previously received correspondence from you relating to this matter, other than notice one day prior to your last hearing, when I was out of state. We are anxious to appear before your Board as soon as possible and will attend your meeting of Tuesday, 7 October 1997, as we were informed this morning by your staff is the next available date. Please note that the proposed work is to repair an existing leaching field for an existing residence. No changes in use or design flow are proposed. The repair has been sought since late spring to eliminate the leaching of septic effluent through their driveway and onto Bay Lane. Since we sought to expeditiously rectify the failed system, should we have pursued.excavation and replacement of the stone around the existing system rather than replace the leaching field itself? Relative to the items requested in your letter of 26 August 1997 to Dr. Asif: 1. Soil Profile. At your Board's request, we performed a percolation test at the site on 12 September 1997. This information will be shown on the revised plan. 2. Groundwater table elevations. We will indicate the groundwater elevations as determined during the above-referenced percolation test. Since the area is near and substantially bounded by tidal esturaries, maximum high groundwater calculations are not applicable. 3. Water Lines. The existing water supply line will be shown. 4. Private Well. No private wells exist or are proposed. This will be noted on the drawing. 5. Elevations. It was proposed to maintain the elevations of the existing components, which are undetermined, since the system was not excavated. We will specify minimum IU-if 91 IU:•5`! 1.1.1 .iUu -la , c Thomas A. McKean, R.S., C.H.O. Re:Asif Residence,361 Bay Lane 2 October 1997 Page 2 elevations on the plan abased on the groundwater conditions. Your assistance in resolving this matter is highly appreciated. Please forward any comments or suggestions to my attention. I look forward to finalizing this matter with you and the Board next Tuesday, as my clients are anxious to complete the work and re-landscape the site prior to the end of the growing season. Very truly yours, Michael H. Grotzke, P.E. Director Town of Barnstable oFtKE r Department of Health,Safety,and Environmental Services Public Health Division P.O.Box 534, Hyannis MA 02601 BA MASS. 9� i6.39. ArE p�.l A Phone: 1-508-790-6265 j FAX: 1-508-790-6304 Fax To: � 9 �Z From: Fax: y Pages(including cover): 24 Phone: Date: /0 Re: 7 �1 `1 L cine— CC: ❑ urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle •Comments: 11�S1SL v-e.C`} �S dr4- t. S aF �® fe 1 � �� �L)A d -1 �I" i I(U(II IIII(;Ild�'I II :l i,l Lit'. I V Lidlll_ti1!"...Vui III (i..dil ., I _i.,i The Phoenix Group ENGINEERS -LANDSCAPE ARCHITECTS -PROJECT MANAGERS P.O.Box 1736,Mashpee,MA 02649 509-477.7395 Fax:508-477.7821 53 Ellery Street,Cambridge,MA 02138 617-3544484 "Ccapeeoci rrot September 15, 1997 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Re: Hearing Agenda, 16 September, 1997; Variance Request, 361 Say Lane Dear Board: We have just received your agenda notice for the above-referenced hearing. We ask that you continue our hearing to the next available date. Please also provide as much notice as possible to allow us to adjust our schedule. We cannot attend the meeting on 9/16/97 due to a previously-scheduled conflict. We also have not revised the plans-we have just completed the requested percolation test with your agent present on Friday, 9/12/97 -and will revise the plans to include this information this week. Thank you for your assistance. Please call the undersigned if you have any further questions, at 508-477-9111 x 1633. Very truly yours, Michael H. Grotzke, P.E. Director r e August 26, 1997 Joseph Asif, M.D. 361 Bay Lane Centerville, MA 02632 Dear Dr. Asif: The Board of Health is in receipt of your request for a variance pertaining to a proposed septic system at 361 Bay Lane, Centerville. The variance hearing is continued until September 16, 1997 due to the following deficiencies concerning the submitted system design plans: (1) No soil profile shown. (2) No groundwater table elevations shown with maximum high ground water adjustments calculated. (3) No water lines shown. (4) No private well locations shown, if proposed. (5) No elevations provided for each of the proposed septic system components. Attached is a check list of items which the Board of Health requires to be provided on the system design plans. asif F Please submit revised system designed plans showing the five requested items listed above to the Board of Health at least four (4) days prior to the September 16th hearing. Sincerely yours, Thomas A. McKean, R.S., C.H.O. Director of Public Health Town of Barnstable TM/bcs Enclosure asif 07/28/97 07:53 FAX 508 477 7821 THE PHOENIX GRP a 0i The PhoentK Group ENGINEERS •UWOSCAPE ARCHITECTS •PROJECT MANAGERS P.O.BOX 17U,MasOpoo,MA OM49 SW-477-7395 Fsor.SM 477-7821 SX ENery Street,Cambddpo,MA 02138 6173544484 28 July 1997 Edward F. Barry, Health Inspector Town of Barnstable, Health Division 367 Main Street Hyannis, MA 02601 Facsimile: 508-775-3344 Re: Septic System Repair, 361 Bay Lane, Centerville Dear Mr. Barry: The septic system for the above-referenced residence is failing, with evidence of subsidence and effluent breakout, presenting a potential hazard to health. The site is severely constrained by being surrounded by coastal wetlands (Scudder Bay) on three sides. In our design of the septic system repair, we have located the leaching area so as to maximize the distance to the edge of wetlands, placing it in close proximity to the road. This location requires a variance from the 10 foot setback requirement from the property line. This location is justified by providing maximum environmental protection while remaining in compliance with the requirements of 310 CMR 15.00 We have not determined the exact nature or location of the existing septic system for this older home. Rather than disturb the limited area available for the new system, we propose to assess the site during the installation of the new system components, relocating and/or removing existing components as necessary to comply with the design plan. We seek your input and comments to the proposed repair plan, as well as your approval to expedite repairs to prevent problems related to effluent break-out. Thank you for your assitance. Michael H. Grotzke, P.E. Director k Attachment: Septic Repair Plan, C1, 7/15197 (under separate cover) Variance Request Form TOWN OF BARNSTABLE q� OFFICE OF i DeaDSTAEL i BOARD OF HEALTH MASK , °o i639• �� 367 MAIN STREET HYANNIS, MASS.02601 October 9, 1997 Joseph Asiaf 361 Bay Lane Centerville, MA 02632 Dear Mr. Asiaf: You are granted variances to install a replacement onsite sewage disposal system at 361 Bay Lane, Centerville. The variances granted are as follows: Board of Health Part VHI, Section 10.00: To install a leaching facility 81 feet away from wetlands, in lieu of the required 100 feet separation distance. 310 CMR 15.211: To install a leaching facility one foot away from the front property line in lieu of the required ten feet separation distance. 310 CMR 15.212: To install a leaching facility four feet above the groundwater table estimated during high tidal fluctuations in lieu of the required five (5) feet separation distance. The variances are granted with the following conditions: (1) The septic system shall be installed in strict accordance with the submitted plans dated July 13, 1997, revised October 3, 1997. (2) The designing engineer shall supervise the installation of the septic system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated revised October 3, 1997. The variances were granted because the proposed septic system will replace a leaching pit type system which is possibly sitting in the groundwater. The new system will meet the maximum feasible compliance requirements contained in Title V, the State Environmental asiar Code. It is the opinion of the Board that the new system will alleviate a source of pollution to the groundwater in the area. Sincerely yours, Susa' n G. R , R.S. Chairman Board of Health Town of Barnstable SGR/bcs cc: Michael Grotske asiaf E The Phoenix Group ENGINEERS •LANDSCAPE ARCHITECTS •PROJECT MANAGERS P.O.Box 1736,Mashpee,MA 02649 508-477-7395 Fax:508-477-7821 63 Ellery Street,Cambridge,MA 02138 617-354-4484 tpg®capecod.net �2 1 October 6, 1997 tit Rfc IV Town of Barnstable OCT Public Health Division 6 199T 367 Main Street r0 � �,, Hyannis, MA 02601 4 8 Re: Septic System Repair, 361 Bay Lane, Centerville; Asiaf Residence L Sirs: Attached please find four copies of revised plans (dated 10/3/97) for the proposed repair to the above-referenced system. Also enclosed are four copies of the geotechnical exploration tests performed as requested. Please contact my office with any questions. Very truly yours, 14, Michael H. Grotzke, P.E. Director Enclosures: as noted NO. DATE M� Ffifi , '039. Town of Barnstable REC. BY Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan 0.Rask,R.S. fAX: 508-775-3344 Brian R.Or*,R.S. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM All vnriancc rcqucsts must he suhmiticd at last fifteen(151 days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Dr. Joseph Asiaf TEL. NO. 771-8587 ADDRESS OF APPLICANT 361 Bay Lane-, Cf ntPrVll1P NAME OF OWNER OF PROPERTY Same SUBDIVISION NAME DATE APPROVED ASSESSOR'S MAP AND PARCEL NUMBER Map 187, Lot 1 LOCATION OF REQUEST 361 Bay Lane, Centerville SIZE OF LOT .6 +/- SQ.FT WETLANDS WITHIN 200 FT.YES x NO VARIANCE FROM REGULATION(List Regulation) Distance from wetlands (81', +/-) Distance from front property line (1', +/-) e;W-e. REASON FOR VARIANCE (May attach if more space is needed) See attached letter dated July 28, 1997. PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED Susan G. Rask, R.S., Chairman NOT APPROVED Brian R. Grady, R.S. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. r 07/29/97 00:15 FAX 508 477 7821 THE PHOENIX GRP Q 01 _ t The PHOENIX GROUP P.O. Box 1736 Telephone: 508.477.7395 Mashpee, Massachusetts 02649 Facsimile: 508.477.3161 FACSIMILE TRANSMISSION COVER PAGE Please deliver the following to: Name: � .�� Phone: r70$-,'790--0304 From: i.11,1,.�.,���•r` Date: 7.29'97 Pages (inclusive}: ❑ The original of this document will be delivered by: ❑ Federal Express ❑ Express Mail ❑ Regular Mail ❑ Other: U This transmission shall serve as the original of the document(s) transmitted. Comments: This document and the pages which follow are privileged and confidential. attd am only for use by the intended recipient. V you are not the intended recipient,please contact the sender at the telephone number or address indicated dove to arrange for the return of these materials at the sender's expense. f The Phoenix Group ENGINEERS •LANDSCAPE ARCHITECTS •PROJECT MANAGERS P.O.Box 1736,Mashpee,MA 02649 508-477-7395 Fax:508-477-7821 53 Ellery Street,Cambridge,MA 02138 617-354-4484 29 July 1997 Mr. Thomas McKean, Health Agent Town of Barnstable, Health Division 367 Main Street Hyannis, MA 02601 Facsimile: 508-775-3344 Re: Septic System Repair, 361 Bay Lane, Centerville Dear Mr. McKean: Thank you for your facsimile yesterday indicating that you did not receive any additional information. Our facsimile machine indicated that all pages were received satisfactorily, thus we were dismayed that this document was not received and reviewed. I had met with Mr. Edward Barry last week regarding the subject system. I had left a preliminary copy of the plan with him for review and comment. When I asked for preliminary comments and the viability of addressing the failed system with immediate corrective action on an emergancy basis, he suggested that I complete the variance request form along with a letter discussing the circumstances and send them to him by facsimile for review during your Monday morning meeting. These documents were sent by fax to your office before 8:00 AM this morning. Thus we continue to seek you assistance in resolving this matter expeditiously. We are herewith attaching our original cover letter addressed to Mr. Barry, along with a copy of the variance request form. In conjunction with the plan as submitted to Mr. Barry last week, we ask for your department's review and comments. We also request what action we may take to rectify the system, which we have assessed as failed. Thank you for your assistance. Very truly yours, Michael H. Grotzke, P.E. Director Attachments: as noted The Phoenix Group ENGINEERS •LANDSCAPE ARCHITECTS •PROJECT MANAGERS P.O.Box 1736,Mashpee,MA 02649 508-477-7395 Fax:508-477-7821 53 ENery Street,Cambridge,MA 02138 617-354-44M 28 July 1997 Edward F. Barry, Health Inspector Town of Barnstable, Health Division 367 Main Street Hyannis, MA 02601 Facsimile: 508-775-3344 Re: Septic System Repair, 361 Bay Lane, Centerville Dear Mr. Barry: The septic system for the above-referenced residence is failing, with evidence of subsidence and effluent breakout, presenting a potential hazard to health. The site is severely constrained by being surrounded by coastal wetlands (Scudder Bay) on three sides. In our design of the septic system repair, we have located the leaching area so as to maximize the distance to the edge of wetlands, placing it in close proximity to the road. This location requires a variance from the 10 foot setback requirement from the property line. This location is justified by providing maximum environmental protection while remaining in compliance with the requirements of 310 CMR 15.00 We have not determined the exact nature or location of the existing septic system for this older home. Rather than disturb the limited area available for the new system, we propose to assess the site during the installation of the new system components, relocating and/or removing existing components as necessary to comply with the design plan. We seek your input and comments to the proposed repair plan, as well as your approval to expedite repairs to prevent problems related to effluent break-out. Thank you for your assitance. Michael H. Grotzke, P.E. Director Attachment: Septic Repair Plan, C1, 7/15/97 (under separate cover) Variance Request Form The Phoenuc Group ENGINEERS •LANDSCAPE ARCHITECTS •PROJECT MANAGERS P.O.Box 1736 Mashpee,MA 02649 508-477-7395 Fax:508-477-7821 tpg@capecod.net 1 July 30, 1997 Edward F,. Barry, Health Inspector Town of Barnstable, Health Division 367 Main Street Hyannis, MA 02601 I RE: Septic System Repair, 361 Bay Lane, Centerville Dear Mr. Barry: Per our conversation yesterday, I am forwarding the application for system repair and Variance from the Board of Health for the project located at the above address. Included with this application are four,copies of the plan for replacing the existing septic system at this site. Additionally, I have enclosed the two letters sent to your office, dated July 28 and July 29, 1997, Since this project is urgent in nature, I would appreciate being placed on the next available agenda so that we may proceed as soon as possible. If you have any questions, please contact me at 477-9400, Ext. 1633. Thank you for your assistance. Sincerely, 1 R Michael H. Grotzke Director CC: Barnstable County.Conservation Commission { File i , i i Town of Barnstable oFt Department of Health,Safety,and Environmental Services Public Health Division P.O.Box 534, Hyannis MA 02601 BA MASABt.>E' 9 MASS. �► s639• ♦0 ArEp�,�a Phone: 1-508-790-6265 FAX: 1-508-790-6304 Fax To: Of z Ai5ph t-- From: l C� Fax: V7, r7 7 y`2 f Pages(including cover): Phone: Date: Re: CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle •Comments: "leb C� ve� (7 ��GA re". LVe 4 0 I 47 1 ,F7 V-�O Ao - -6v 4C- �..�-I sue . morning class and at Ronald Herzberg, R.S., of Food and Environmental Safety of America,(FESA)will be presenting the workshop which is based upon ServSafe's nationally recognized employee guide,"Serving Safe Food". Each participant will receive an N.S.F. approved 0-200 degree Fahrenheit thermometer, numerous handouts as well as a certificate of attendance. The total cost will be$30.00 g with the fee to: e complete the registration form below and return it along per person, with checks payable to F.I:-.S.A. Pleas p g 11,111 Associates, 50 hunt Street, Watertown, MA 02172 by November 5, 1997. If you need additional information, their telephone number is(G 17)926-6300. Raising awareness of food safety among your food workers not only protects you and your customers,but also assists our health department staff in working with you to enforce the State Sanitary Code. . .s -------------------------------------------------------------------------------------------- Registration Form(please print) Course Date/Location: Wednesday November 19,1997 at the Cape Cod Community College,Tilden Arts Center,111ain Theatre Room Name(s)of Attendee: Place of Employment: N, Employment Address: ' I have enclosed$ ;payable to F.E.S.A. Mail payment to: RJH Associates,50 Hunt Street, Watertown,MA 02172 Please enroll _ person(s)in the a.m.session(8:30 a.m.- 11:00 a.m.) p.m.session(1:00 p.m.- 3:30 p.m.) Please Place a Check Mark In Box if you Require Interpretation voiced in the Chinese Language q:wpfilcs:foodsani V_I ll�o., q� 3 � � f.3c�� orb,,,v,"LLc �o•�r�-,�— T 0 @ SS• �a,w, S� G✓�c-� .T/�< So wc� S �/ 1, . G� fi�2Pi�R!/ C i" ( n tJQ_cAt � (�-vi oL �GC�?i�. 0'// O✓ it r @^�'�..� � � �.� � ,l���d✓ Cep c�� a,.,�, a�i �-�tic� :s �1 Af I L w 4 j TOWN OF BARNSTABLE l LOCATION / /�� �, — SEWAGE # III S J VILLAGE ASSESSOR'S MAP & LOT ' 4.4 4 INSTALLERS� NAME & PHONE NO. X c e_-,e SEPTIC TANK CAPACITY /6 &--10 LEACHING FACILITY:(type) 6�zao-_7&rr, (size) / NO. OF BEDROOMS_3 _PRIVATE WELL OR PUS WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No->I, r -� Kegg 1 i61 ,w vV) I P$6 (ApIP L 0 T •r? . • I67'AbDRE S S SAY L-A ti r OWNS,RS NAME: PAAJ dp SEWAGE PERMIT NO. :-- EW: REPAIR. �- DATE ISSUED: DATE INSTALLED: f�/�U INSTALLERS NAME: INSTALLATION OF: WATER TABLE: FINAL INSPECTION BY: DRAWING OF INSTALLATION ON REVERSE SIDE : s aULsc, E f t� 1 � r. zy-o r T, ,� r A �Z No.... 6.:_13 Z Fims...... _............._ THE COMMONWEALTH OF MASSACHUSETTS 6 J BOARD OF HEALTH ' �ldvsti ..OF.....Z. � r ----------------- Appliration for Diipusal Works Tonotrnrtiun Vamit Application is hereby made for a Permit to Construct (__�or Repair ( ) an Individual Sewage Disposal System at: ..�.�?...� . . :�.r .2 d rrC s� G ' ......---•-------•.................... . L cation-Address or Lot No. �� - o 4 !�...... viG ..... _9.................... /� Owner Address . Installer Address Type of Building Size Lot./!i-_!.�-- -------Sq. feet aDwelling—No. of Bedrooms-.................................Expansion Attic ( ) Garbage Grinder ( Q, Other—Type of Building _____________•_--__-________ No. of persons............................. Showers ( ) — Cafeteria ( ) Q, Other fixt es ------------•----------••-----•- W Design Flow........ . ..... ....gallons per person per day. Total daily flow.......... __�------------gallons. C4 Septic Tank—Liquid capacityl.QQOgallons Length................ Width................ Diameter__-_____-____.__ Depth................ Disposal Trench—NJ.* .................... Width.................... Total Length............ j...... Total leaching area....................sq. ft. x Seepage Pit No---------- ------- Diameter.................... Depth below inlet.... .......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 0-4 Percolation Test.Results, Performed by.................................................•-----................... Date........................................ Test Pit No. 1...�.�'4--_____minutes per inch Depth of Test Pit.................... Depth to ground water________________-_-____. LZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a- •--•--•--•••-----------------------•--------•---••••---...........------......_..............--•••-.......................................................... ODescription of Soil....................................................................................................................................................................... w UNature of Repairs or Alterations—Answer when applicable............................................................................................... -•-----------------•--------._...--•--------•----------•---...----•---•---------------------.......----------•-----•-•--------•--•-•----•-•-----...------•----------•-•-•-••------------•••••-••-••-••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of ii't.. y g g p y of the State Sanitary Code—The undersigned further agrees not to lace the system in operation until a fi e of Compliance ha en issued•by the board of health. \ g Signed/ . ........- ------. --------•---•--- Applicaon Approved By--•------------------•--•-••----•-- •••• --•-.._......................-••-•-•----- ........................t�L Date Application Disapproved for the following r o s-.............................................................................................................. - ....................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date arri No.- -6-----f-210 Z(— Fizic THE COMMONWEALTH OF MASSACHUSETTS 61� BOARD. OF HEALTH Apli iration for Dislros al Works Tonstrurtion Prrutit Application is hereby made for a Permit to Construct c(/S or Repair ( ) an Individual Sewage Disposal System at: e ♦ri:C _I ovation-Address or Lot No. � 6 a/ �.''✓1t�`ft�i L � /.J/,..................... Owner. Address ' ..... .............................................................................. ...........................: Installer Address r Type of Building Size ---------Sq. feet Dwelling—No. of Bedrooms._.................................Expansion Attic ( ) Garbage Grinder aOther Other—Type of Building ...................,........ No. of persons._...__.........._.......... Showers ( ) — Cafeteria fix res ------•---•----------••-•---•---•--•--------------------------------------------------------•-------- W Design Flow..... 11'D..._.gallons per person per day. Total daily flow_._....... �..............gallons., --- ---------- 04 Septic Tank—Liquid capacit�D.00.gallons. Length................ Width................ Diameter................ Depth................. Disposal Trench—No. .. ...............Width.................... Total Length.........._f....... Total leaching area--------------------sq. ft. Seepage Pit No.,------- Diameter___________________ Depth below inlet.._...__..._.. Total leaching area........... ft. Other Distribution box. ( ) Dosing tank aPercolation Test Results Performed, by.......................................................................... Date....................................... a. Test Pit No. LL.?__minutes per inch Depth of Test Pit.................... Depth to ground water........................ rZ4 Test Pit No. 2..........:.....minutes per inch Depth of Test Pit.................... Depth to ground water--._--_--__-____-------- W Descriptionof Soil.............................................................................................................----------•------------------------........................ V .....................................-......... •--•--•-•-------•-•---------•---•----•----•••••-•-•------......••-•-•--------•-•---••--•-•---•--•----•--...-•••--•-••••--•--------------•---...--•••---•- W UNature of Repairs or Alterations=Answer when applicable......................................:......................................................... ----------------•------------------------------------------------------•------------•--........-----•----------------------------------------------•-------=-- ---------------•---------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI L p `J of the State Sanitary Code— The undersigned further agrees not to place thesystem in operation until a r 'fi to of Compliance hay been issued by the board of health.- Sign �_ =s'=. r�� � •--------- .............................. ----•• Date Applicaon Approved By----•-•---------------•----•... `. ...... -•-•-•••-•-•......------•-----..:....... ----I-'....................� -- Date Application Disapproved for the following r as s--------------------------------•-----------------------•------------------------•--------------------•--------- ...•-•--•-•--•••---••...............•-------•--•••-•----•---•---••--••-•-- Date PermitNo......................................................... Issued-----•-•----------------•---•---•--•......••.......... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 .... "..fie: /"L .OF................ ............................. Trrfifiratr of Touipliatta THIS IS TO CERTIFY, That the Individual Sewag Dis osal System constructed ) or Repaired by-------•---------•-••-------•-•----•----•-•--------------=••••-•. .7installe! ... . .....------------------------....---------------------------.._..----------- Instlasller -------------------------------------- at............................................. ------•- �� -------- �> j l#� L' Z= '' `� has been installed in accordance with the provisions of T i IZ 5 of The State Sanitary Code as described in the application for.Disposal Works Construction Permit No.... _.. --------- dated-.-..----------------------..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE.... ------------------=---------•-••-----••••-•---...... Inspector t " "` .---•--•--------------------•--- I 3 1 - o( `7 THE COMMONWEALTH OF MASSACHUSETTS l\ BOARD OF HEALTH ...................... sTt.......................... - `. N0.. .0d.---•-f �+ FEE_.-7._S. ..... Uispoiiaa1 Works Tpotr� dion rrmit Permission is hereby granted................��t v'r) �'�.....`.�l.----•--•---------------------------------------•--•----•---------..------•------ to Construct ( or Repair ( ) an Individual Sewage Disposal System at No.... ......... .. 'a Street ) as shown on the application for Disposal Works Construction Permit Dated_._ .............. 1 ......... ..._ .. ....... --------- -- � •... rd of Health DATE...........I................................................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS �.- r IGb•D` S 11JEct.E FAMI0( ZZX:?t45 >\lo C=rtitraA%&z Gr imTzmm 'DA t�� t=w�c/ : t 1 a x 3 a 33a 6►'PD i ��Z` Z4- 1.15 E 1 oop 6A.c1..00 S GYTI�1 AmK- 7tsYosP,L-Prr•^- USS G2oe> GAt.1.04-prr 18�15d{SF I � T 5 WrTH 3t C Z4644CI P 6-r4ct4r- loz3 loZ.o t17�Y1At.1., 23 i rDZ. Z5 Aux = 13;5 sF -F3 I 3 !9; Aj-P—A t.13bF ',,.raFt75ED`x, tr�PtiCR`(= �.135a t° t•o _ ►j- z 1074Tu 'TaT�iG.. "pt✓5t6c�f •F�•ovc.�= 45061> { �g'� v5 . tom K- , `. �' • +PNR/�.TC 1'V�t?Y tN 2f1t►.t.A¢t_>D55 �Q' dcrc a /. � •ll Jii��.�ihl'1 —i yn i �t 5�v tiK ti E� .. �a�h �-b•��7 ►�- �295 76 lol•a o O O IG22 101.0 i'03. 17 z•o 'sox'- Irx�� q��'P�lG. �sr. 5c r. ioao 11�t\/ lao,fl tN1/ �?1r 99'0 14V tN\! TR t�wAsa CERTIFIED ?La-T FI .Al1 EL �OcAT1om. �'-r-- 3 G• i . I2 F;1C`i t� S�-�°`t-�: �' - 50 1 A-'E: 71:;)LG "�86 L-A k R E F Tz:R r N GG Ax-rI-7R e, uY E, o _r:1� H r7w t•1 E I=I S 1 ERE T2 R-Q HF:R.Ez-I.! c,!;,MPl-. --5 W M-R 77 4E A Wi 1t ZE M 6tA7-s- -rZr?WKJ z;,F BAZd�ABLE- A t ll0 is No- 14��L1 t�IT: `C� V I b S LVU/' / 4c/tTt}1>N 'C'�IE. "�'>.az7�rpthtl 1. THIs R,�� t5 NZST �AS�T? oNRN INSTRUMENT 5UR\'(CY AND 1 HE0FFSET'S 5HOWN 5NZ)14t,'Dt T 3E usEQ Ta E•SC'AML15H Lo-f• L1NE5. _7Z: ------ N07'ES: r pit I SITE INFORMATIN FROM PLAN BY MRW ASSOCiAFES, MARSHFIELD, MA. REF PLAN Cl "AS BUILT SITE PLAN", DATED '10121196. PLAN WAS DEVELOPED FOR I-ISE IN PERMITING OF ADDITION CONSTRUCTED AT REAR OF RESIDENCE. rZ_l77lN.,A 2. FEMA FLOOD ZONE A 10 ELEV 11.0. REFERENCE FEMA FIRM ........... 250001-0016C, DATED 19 AUGUST 1985. .............................. ............. la............. .............. MIT ............ TOM OF BANK OF WATER SOT EDGE SITE LOCUS ....... TOP OF BANK— ........ ....... ........ .......... ..... ......... .... CIVIL ENGINEER THE 1"HOENI3 GROUP P.O. Box 1736 MASPIPEE, .......... . .................... ................ . ......................... 508.4 77.7395 ........... ................... . ............ 508.477.7821 FAX .............. 7_PG(c"PCAPEC0D.NEF ......................... ............ ,OA!:� ........................... ................ ................................................................ Z ............ .................. ..................... .................... . ........................... .............................. . ..................................... ....................... ........ ......... . .. ............................ . .................................... 5 ....................I...... ........... . , - , . .............................. ................. ..................... ....... .................. ................ ................. ...... ....... ...... 774 .............. .........%..... - ` - ..... ..................................._....... .............. . ........................................................ .................. :.r,,� ............... ......... ...................................... ............ ...... ....... ....... ............ ................................................................................................... ....... .......... .................. ............... ...............*....... ................ ................ ............................................................... ... ........ ........... ........ ............... ........................ ............................. ...........................; ........ ...................................................... ...... ............................... ......................... ............... ......................... .. ............. .... 6 /X LOGUS MAP -4 00 GRADE 0 LOAM LOAM (ELEV 9) GRADE 0 (ELEV 7.5) :7 —0.5 (ELEV 8.5) --0.5 (ELEV 7.0) FILL(SAND) I OYR5/6 FILL 8 —2.5 (ELEV 6.5) (LOAMY SAND) LOAM --3.0 (ELEV 6.0) 1 OYR516 LOAMY SAND IOYR716 GROUND WATER —6,5 (ELEV 1.0) EFFLUENT- —5.0 (ELEV 4.0) (ELEV 2.0) —7.0 (ELEV 0.5) 9 TP Tp—1 —2 j 71 ijt�GH .< f 0 Q (? �A .......... E )CE OF COASTAL WETLAND AS SHOWN , '"OUR 8EDROOA4 NOTE; Ell.-VATIONS PLAN PREPARED 13Y MRWASSOCIIATES, MpiRSHFIELD, MA, REF. DRAWING AND SLOFFS ARE '12 STOR17( CAPE MINIMUM VALUES. - S BUILT SITE PLAN", DATED 10121196, FiF 12-351 P?AWING NO. 15001SP.DWG, Cl. ACTUAL VALUES MAY BF INCREASED BASED ON EXISTING COMPONENTS Z� SEPTIC TANK DISTROUTION E70X ELEV IN: 8.55' GARAGE • il ASIAF ELEV OUT: 8.30 WITH RfSER TO QLi 6" BELOW GRADE __ / ' 4�� ;/ -- L ELEV IN: 8.20 ------- ELEV OUT: 8,0' -IED Sl � 771 3GI 5AY LANE 17 10, 85( TO r_0`vV \Q1 3ENTIEFW LE, MA TF NEW '01? REL-0 1500 CAI-LON E FIC 0— TANK REVISiONS NEW OR RI-LOCATE NCB DESCRIPTION DX7 1500 GALLON SEP7tG,, v TANK (ALTERNATE LOCATION' 7 AVOE0 SErTIC 0ArA T 7 LAWN DE0 0) ..... ..... STIC WATER: v ....... DOME- _%� . . . ........ SLEEVE TO 10' BEYOND ..... EA PIING S TE SEPTIC OR MOVE ........ .. . iNv LLV 5' TO WEST TO 10' BEYOND -V 8 0 15( 1� ELEV...... ... TO[ VBF F=395.50 L=264.13 TP-2 R.FSEPTIC SYSTEM. 4 go OM 0 SYSTEM: EL .�/ (;PA6E E7L_F_V7_5---- PROJECT No. 96129 JID o UTIL POLE DATE 15 JULY 1997 0 DRAWN MHG CHECKED FOGF OF PAVEMENT �7 SCALE 1" 10'--0" A PROXM,IAT�7-VCATION .............-------- OF EXISTING SEPTIC I EACHING AREA ... ....... - -------------- 67) 8 w0-4 bi-eid- 1e-l0eA"kpcl9 T E 1,:� 4 -rl-Ofvf ONLY) LEACHING AREA: 640 SO FT (00 RFMOVE EXISTING LEACHING SYSTE-M, f7EMOVE Ok EXISFING' SOIl_S TO EXTENT AS r)ETERMINED C9 1 TO F-� FLAN NECESSARY PY ENGINf_E-_r, DURING CONSTRUCTION, Ff- -ACE WITH CLEAN FINE -AND. NO TREES 7,9 ll� SHALL PE PLAN70 ON Of? WITHIN 4 FEET' OF LEACHING SYSTE1C 7c ee SikL_ Imuck4" )e S6 ti :W 4e4- put 77 inn RIV'(9 0 k IN �JGNING ENGINEER MU� 4""CHAEL WRITING H fALL�A,TION AND CERTIFY IN D IN STRICT GR0jza IVO 3444S THE SYSTEM WAS N. lir C INSTALJLE ACCORDANCE TO PLA Ll SALT MARSH C:1DWG\361E3AY, —------------- r •� �- NOTES. I. SITE INFORMATIN FROM PLAN BY MRW ASSOCIATES, MARSHFIEL_D, MA. REF PLAN Cl "AS BUILT SITE PLAN", DATE 101`'1/9G. PLAN WAS DEVELOPED FOR USE IN PERMITING OF ADDITION CONSTRUCTED AT' REAR OF RESIDENCE. f 2. FEn,4A FLOOD ZONE A10 ELEV 11 0. REFERENCE E-Eh�.,4 F_IRPv4 250001--0016C, DATED 19 AUGUST 1985. �s I '. BOTTOM OF BANK EDGE OF WATER / r � , SITE LOCUS E J- ;, TOP OF BANK .. CIVIL ENGINEER THE PHOENIX H`U :• - , 36 ........................' ' `' _.� -_ - -•.• _ - � - MASHF EF, MA 0; 649 e J 7 I. J r 508.477.7821 FAx :..:........... ........... M R - . R: f{Il _ k _ ....:.::.:.:.:.:...... — _ lZ ,i'" ,. �........ .. If� . .......... .. — ........ ........:'..:.......:... ..........:............ ................... _ - _ { a e, .............. .... .............._........................;. .r ul LOCUS MAP r' , \ r r` m i \ S � ,_ GRADE 0 (ELEV `9) _ GRADE 0 (ELEV 7.5) LOAM -0.5 (ELEV 8.5) -0.5 (ELEV 7.0) I, f 1 FILL(SANZ) ' 10YR5/0 _I I -2.5 ELEV 0,5 _I FILL -' f �_ LOAM ( ) I (LOAMY SAND) j^ -3.0 (ELEV 6.0), 10YR5/6 LOAMY SAND EFFLUENT 5.0- - ELEV 4.0 -&.5 (ELEV 1.0) ( ) GROUND .WATER - -7.0 (ELEV 2.0) -7.0 (ELEV 0.5) / r r TP-1 TP— m I ' f !10 i Pow:�Nf PATIO J 4 , ., ._.,:fir. /`•� .. �••' Q a r ' [bGE OF COASTAL WETLAND AS SHOWN I FOUR BFDFrOO / - NOTE; ECEVATIOn;�;r , �' (V7 . ( 'V PLAN PREPARED BY MRW ASSOCIATES, ? _ 1 F � � , f AND SLOPES ARE / . aTORFI� P'ARSHFIELD, MA. REF. DRAWING CAP , E /t. 70127196, . -z MINIA M VALUES FF '- MINIMUM V I_ EL EV 12.351 _ S BUILT SITE PLAN-, DATED ___--- ACTUAL VALUES MAY BE 7J j C+SAWING NO. 15001Sfa.DWG, Cl. �O j { ": INCREASED BASED ON / 4 EXISTING COMPONENTS c / SEPTIC TANK' DISTRIF3UTION BOX .> r ELEV IN: 8,55 C,^1RAG•E C ELEV OUT: F3.30' I 6 ,n WITH RI,CFc TO I 6" BELOW GRADE: �Q c, ELEV IN: 8.20 -` / t *✓ ot 3 I ✓M., .' F �"., t n9' � moo. i 85 TO E�OW r , NEW OFZ�T'L _. GALLON .EFTIC TANK ; f gy Ni�W OF; RLLOC,"AtI,' 1500 c,Al_Lory �� �� N0. DESCRIPTION :. L.�1N,. TANK ALTERNATE LOC PION ( ) i ,�.,� �•C? a,, ;' `� v- � � i ntapr_•C! ,;�r�7rC r�rar;� `' � ':•::��•"'"'. "�r., LAWN ._ ..'J ,:• _'._ T -P 1 QD DOMESTIC WATER : �I _.,. _,;.;�... '_^,-•-,_.va Q ,al.ECl/L TO 10 BEYOnJD .. . ..,........,..., ...... .:�:--, e �.. , . , '. !.! ..... . �_�.. -..._.�� ._ LEA ,r#ING S STEM: ; S_ TIC OR MOVC t �.� __ i TO WEST TO 10 BFYON�) o, ;. ., ,... .._ f r�__ s _ _ S,, ,, mow, -_a ........, ., Tor or- c r.�BERs: ELEV 8.0 3 5.50 L -264,1 3 f! 2 � �,.. SE"PTIC �?^S-fEn;#. '�... =.-;, ,�, ',• • �,. �. _ ^--;',•.'....:.: / ._.___. __.-�.._.____.__ 60 TOM OF SYSTEM, FL V 6.z 7n -_`_"----- GRADE CC.L-V 7.�—;'---'-' � N U nr 'a F'F�OJ- ,: ., mow. ......., ?L - _ C' Tf f f _ .... _:--------"' 0LJ L �._ _ 4- �'� DATE:. 5 J 1.1 i_Y b ........:: C_. „ ..... ....... .. I� DRAWN Iv l IG ....... ... EDG / E OF PAVEMENT MENT :::.: ` CHECKED A">PROXIMfAFF' -!_ CATION / . ... . ........... ............ . ... 4 F E•XISTING SEPTIC / SCALE ,,,. .,..._-� � � ',.• ,.. - .. . .... ..... - - � I f_ACh#ING AREA ( �1... /�^�w. pr ( I MA !1 (,fin`\1y - 1 LANE LEACHING LING AREA: 640 sQ FT (oo,rrOM ONLY) � F RE'NIOVE F:X,,..iING LEACHING SYSTEM, REMOVE 1 ' TO E C)V EXISTING SOILS TO EXTENT AS 0RE _RMINED A, / NECESSARY BY ENGINE EFL DURING CONSTROCTION, 66. � s � I L A• ,. ,,.' REPLACE WITH GCLEAN !=-IPVk� SAND... NO TREES "-_.`�..., ��''/ ' SHE_ E PLANT_O ON OR WIT}fIN A FEF`P OF a LE.AC.'F-lindG SYSTEM, IN ram, MICHAEI I H.8 °• � d ° GROTZKE ?-�- I, _ " NO94448 i y ye fry - "' SALT MARSH 1. SITE INFORMATIN FROM PLAN BY MRW ASSOCIATES, MARSHFIELD, MA. REF PLAN Cl "AS BUILT SITE PLAN", [SATED 10121196. PLAN � WAS DEVELOPED FOR USE IN PERMITINb OF ADDITION CONSTRUCTED C,Gu DC7f�¢� �,�.,�. •- , AT REAR OF RESIDENCE: �. :... .... / 2. FEMA FLOOD ZONE A 10 ELEV 1 1.0. REFERENCE FEMA FIRM ...... ......:.... .. 250001-0016C, DATED 19 AUGUST 1985r j t ...SCrtl1?QER::::::...... BAD°" �P ................. .... SITE LOCUS ;' EDGE OF WATER / BOTTOM OF BANK TOP OF BANK `�+/" -_/' CIVIL ENGINEER THE PHOENIX GROUP ......... �/ / P.O. BOX 1736 MASHPEE MA 02649 508.477.7395 508.477.78 1 2 FAX �P N / TPG®CAPECOD.NET MA COASTAL ..,.... : :Q : : 'R . : . S. r" ' � ...........:................. - - •� a ....�. ::. .:......::......:::.'::::::::::::.'.....'..:.'....'.'.....'::,'...'...':. ::::: ._, •- s , �.......,. _ - _ --!� o- LOCUS MAP w N k g a 1p G a I I r I PORCH / PATIOhi 0100 I O r EDGE OF COASTAL WETLAND AS SHOWN / SHEDFOUR BEDROOM J, 2 ON PLAN PREPARED BY MRW ASSOCIATES, 1 II MARSH�;' 112 STOREY FIELD, MA. REF. `DRAWING "AS B(fILT SITE PLAN", DATED 10/21/96, �� F ELEV.. E 12.3 CAP DRAWING NO. 15001SP.DWG, Cl. I a C, �---_---_-_- � GARAGE r , -- A SAIF RE SIDENG , I ` SHED 3G1 BAY LANE IS , ... .. ... .. Is IBurioN Box 85 C COIN TH BELOW GRADE GENTERVILLE Lam \ 1500 GALLON EF'TIC TANK r ^�`���, REVISIONS NEW OR RELOCATED y ' 1500 GALLON SEP1 o NO. DESCRIPTION DATE TANK (ALTERNATE LO TION) /� A 1w N ..................... \� ........ ............... — �_ I j ............... �� 4 R= 95.50 L=264.13 :::::.:.:..::. k -- 4 .... `- : ........:::.: ......... .::. °� 'QFs PROJECT No. 96129 BATE 4 r . c 15 JULY 1997 I... ... .. �--_ ..,........ O DRAWN MHG . ::......::::.•::::::::: ..: 4 OF PAVEMENT O I'....... CHECKED EDGE t 4 SCALE 1 10 -0 t I 4 s 8 2.1, SEPTIC LEACHING AREA: 640 SO FT (BOTTOM ONLY) REPAIR REMOVE EXISTING LEACHING SYSTEM, REMOVE s EXISTING SOILS TO EXTENT AS DETERMINED NECESSARY BY ENGINEER DURING CONSTRUCTION, N 68 pp, h PLAN REPLACE WITH CLEAN FINE SAND. NO TREES > 76 SHALL BE PLANTED ON OR WITHIN 4 FEET OF 935 LEACHING SYSTEM. r 1't �" -- C:\DWG\361BAY.DWG GvIL. 7 30 9 1 OF 1 7 fi