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0080 EDGEHILL ROAD - Health
80 Edgehill Road Hyannis A= 281 106 TOWN OF BARNSTABLE LOCATION E30 E=46h'(4 iLL R o- SEWAGE#o)06P— 061 VILLAGE 4161N i�t 7 ASSESSOR'S MAP&PARCELo787 /O6 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY D 66,1 Exit%in X(Cu i //(TQOO LEACHING FACILITY:(type) 6W- ( Aa L-11AM k;1 C� (size) �c300 SS: 1/ NO.-OF BEDROOMS 9 OWNER lCfj,1JP.0. PERMIT DATE: p) —aa—©R 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 y „ 03 5L.) 1 1 1 i � 1 ---)� c11 —� W°sti ob 9 1 I r TOWN OF BARNSTABLE ?./O( TION 8o Eo- �"`��J SEWAGE#0�0��- VIIti�AGE �tic.n nis earl, ASSESSOR'S MAP & LOT�q 7'16d INSTALLER'S NAME&PHONE NO, •��e�-���$ �' qd%2-ssa 4 SEPTIC TANK CAPACITY o2 000 (14-a0) LEACHING FACILITY: (type) Ct?ssd a A5 (size) 3 NO.OF BEDROOMS _ BUILDER OR OWNER PERMITDATE:►-lT� la OAM2 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by cnc M a. u¢. C�� 1! ,��p3 ' TOWN OF BA9RNSTABLE LOCATION �O £�, I�1II R C SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL a tl0(0 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY p� LEACHING FACILITY: (type) CSISID061S ¢- Pc I (size) — f NO. OF BEDROOMS OWNER I t, r C' I J f AA PERMIT DATE: 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) 1 Feet FURNISHED BY . n:TPC.UTiyn T'Y �ooa 8 � GAS A C3 � a R-r Y GY �� . / POHAlmel4t,No. i iFee THE COMMANWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -_'TOWN OF BARNSTABLE, MASSACHUSETTS Yes 7 apph at[on for loiopozal *paem QConoruction Permit Application for a Permit to Construct(,Repair( ) Upgrade( ) Abandon( ) 2rComplete System ❑Individual Components Location Address or Lot No. 60 EA`y_V0\ %n&is Name,Address,and Tel.No Fty�nr�tS :I�1 K+t►1 f %tvN —110\ Assessor's Map/Parcel `\ '?O ` L4r'� �87 �-10tQ 3a� Installer's Name,Address,and Tel.No.� Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms � Lot Size &,:100 sq. ft. Garbage Grinder A)Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qqo gpd Design flow provided /0I gpd Plan Date lail� 7— 2(0"� Number of sheets Revision Date Title �fdQO � Sef��� 5 Size of Septic Tank ' QWd +-(I0b Type of S.A.S. - Soo f®ikL, Chv.4w-T Description of Soil RVL—t— Mok t 0— " ff1 Ll_ `{-5'73e" ik San&, Lcy,,-\ Inesm 50-1a°" S Eme Sra 10A k/? 56-- 1 SC`' Q1 kXV) SNhj�D Z-sy Sjq 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 Environmental Gode nd not to place the system in operation until a Certificate of Compliance has been issued by this rd of Healt �a/ 20 )9 Signe e Date Application Approved by Date Application Disapproved by: 4TDate for the following reasons Permit No. Date Issued ———————— ————————————.————---—— — ——————————_—- 4'� � p``. .+— ..-.r w.,.�r.....:.,... .p .{ vas..r+.�-..ew.�.-_ ,���r i;.,;�,„ ;,n,t '...R,�.�,.,ay, _ _ r>-.. .., .. s- ... •• THE OM�MONWEALTH OF MAS`SA�I.IUSETTS Entered in computer: " ,, d .. Yes PUBLIC HEALTH DIVISIC�IV�"= OWN OF BAkgff-ABLE, MASSACHUSETTS \ ZppYtcatton for DtOpogaf *p!tem Con.otructton Vermtt Application for a Permit to Construct(,Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. go EA J:yo` OWngis Name,Address,and Tel.No .cI1�a�c� lv. �-�.,�.� � Assessor'sMap/Parcel Z87 _10(Q Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5�ua�� vUX (o$ I n,01 31' 0 ��er✓� 6Zte Type of Building: g DwellingNo.of Bedrooms Lot Size Z(ot']00 sq.ft. Garbage Grinder (Ak) Other Type of Building No.of Persons' Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qq0 gpd De9ign flow provided /QI Z gpd Plan `Date, "��_�pp$ Number of sheets., �" Revision Date Title �1rdQb5eca + �el�,,�� �S�✓ '1 t Size of Septic Tank Ucb A- 100d Type of S.A.S. SW foAL. (il4rn S Description of Soil O& O-�(3 !-ILL. `( 5-5 , Ar -AIA44 i a,�,� wvQ'Q So-4,," 8 Fink, Su�. t0`41� �e(7 - 56 —1 SO` Q'"X_ Wk7 S' N_Aj(> Z,S� Sjq Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: r' 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 C,de and not to place the system in operation until a Certificate of Compliancethas been issued by this B rd of Health /� �0 C j Signe /64� � o Date ��� j Application Approved by _ Date Application Disapproved by: Date ' for the following reasons Permit No. ( '� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (fertiftcate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (✓�'" Repaired ( ) Upgraded ( ) Abandoned( )by at (� SQh��� t�oct I kiti_ c ( has been constructed in cc rdance C, with the provisions of Title 5 and the for Disposal System Construction Permit No. dated /110 . Installer 1�—ct; 6 LC I I , I t i Designer U I�t, (ro 1 #bedrooms Approve e-sign flow gpd ``,The issuance of this permit s 1 not -c trued as a guarantee that the sys m will fu on a sig ed. Date �/ (e " V Inspect` ————————�—/—————— ——————---————————————————-- No. 1//I Fee d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwigoat *pgtem Con5tructton Vernttt Permission is hereby granted to Construct ( - r Repair ( ) Upgrade ( ) Abandon ( ) System located at AO L a5zy, m K,,-4 :•r ne\t 5no4 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 ust be completed within three years of the date of thi, emit. Date 2— U 6 Approved by t 1 , Y)7 OA/ ►�'tMe 1 � Town of Barnstable Regulatory Services 1639. Thomas F. Geiler,Director i63¢A�� MR� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601. Office: 508-862-4644 Fax: 509-790-63.04 er&Designer Certification For m Install gn Dater 11 h 0 8 Sewage Permit# 061 Assessor's MapTarcel Designer: Sia LLi y'lW i5'R/(i�P/t--L a iW�,,Installer: C3 IZ.uCG 111A "7 P l-lrK a�Q.. P—D 0?"7 Porvv/) Address: CAST& Q-V 1 L t—c. d r" ya s s Address: On Z—z z_ 0& i3 p-ucC 1nk,1L[ast4 2was issued a permit to install a (date) (installer) septic system at go 5DG-C-7 1,�i c L 2 D• H lviyx Pey T based on a design drawn by s�4.L i V/�/1., (address) Qx&j c 17`iry� l Y<- dated ► z o vF (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 component of the septic system)but in accordance with State&Local Regulations. Plan remsion or certified as-built by designer to follow. (Installer's Signature) PtTtR SULiIVAN No. 29733 ST SAL (Designer's Signature) (Affix Designer's Stamp Here) it 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. Q:Health/Septic/Desiper Certification Form 3-26-04.doc 1 rl i®r ? a L F f �A e, I 'THE T Barnstable °�" Town of Barnstable - I AD-dme caCity ❑ARN!TAW.E,1,I i MASS. Q�, Board of Health Y u \\fD MAY / 200 Main Street, Hyannis MA 02601 ,olr- Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JLInlehi Sawayanagi February 29, 2008 Mr. Peter Sullivan, P.E. Sullivan Engineering PO Box 654 Osterville, MA 02655 RE: 80 Edgehill Road, Hyannis A=287-106 Dear Mr. Sullivan, You are granted permission, on behalf of your client, Richard Brand, to construct an onsite sewage disposal system designed to be.connected to nine bedrooms at 80 Edgehill Road, Hyannis. The septic system shall be constructed in accordance with the submitted plans dated January 2, 2008. Sincerely yours, Wayn Miller, M.D. \ Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:\SAMPLES oEBOH Letters\Sullivan Eng_Brand 80 Edgehill Hy 2008.doc i DATE • FEE: 1 59. �,,$ REC. BY Town of Barnstable sue. DATE: Board of Health` 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX 508-790-6304 y Sumner Kaufrnan,M.SF.R Ralph A..Murphy,M.D. T FORM LOCATION 1 Property Address: VJ ET�1�11ac�o� Kyan,n���o+��t Assessor's Map and Parcel Number: Size of Lot: Z tp,r]/ S� Wetlands Within 300 Ft. Yes Business Name: Nov Subdivision Name:, APPLICANT'S NAME: 6_ S.Rrwnok Phone I� i Did the owner of the property authorize you to represent him.or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON Name: �5��rc ,-d� S_ -( ONr,A' Name: u%Vic n Y\ t fP_r- �h Address: _ I S"k.1 hn+ A Address: -7 ?ARKeYZ ka,ej Phone: (��erv\le, rn� ®ZCoSS Kki ROTC,0 , L 3�7 Phone:—SOB-14Z8- VARIA FROM REGULATION(uw Reg.) REASON FOR VARIANCE(May attach.if more space needed) lanevns NATURE OF WORK: House Addition 2- House Renovation ❑ Repair of.Failed Septic System ❑ . Checklist(to be completed by office staff-person receiving variance requesr,applicarion) Four(4)copies of the compieted.vadance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters.must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease.trap variance requests only) Variance request application fee collected(no fee for lifeguard modification'renewals,grease trap variance renewals(same ownertleasee only],outside dining variance renewals(same ownerileasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,RS.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q: WP V/ / AAIREQ V�� S. Richard :Brand 19 Sail Point,Key Largo,FL 33037 -PH 305-367-9001,FAX 305 367-9005 Jan.. 15,200$ To.Whom.It May Concern: Please be advised that I am.using Sullivan,Engineering and Rogers and Maroey,who are working in my behalf to facilitate the new septic system at my home located at 8O.Edge Hill Road in Hyannis Port,Ma. Richard Brand No. a`O 0? 141 Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rppricatiou for Migponl �&pgtent Cow9truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System Individual Components Location Address or Lot No. a ►�'1 R C?� Owner's Name,Add ss,and Tel.No. �, Assessor's Map/Parcel 'Zg-7-10(P Ke p 3 3-03 Installer's Name dress,and Tel No. J2 Designer's Name,Address and Tel.No. Zvr 8"L�o4DS- osTw�t[• ,� az ss Sd`�'4Z��33V Type of Building: Dwelling No.of Bedrooms 6 Lot Size 0.(el, AzkQeS sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date I\9C1 10�'Z_00:7 Number of sheets Revision Date Title RalZ,� e( �tQV_14cc Size of Septic Tank 2.oa0 (a&LW.V Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) O =?I,N.h k—Io -9,� �'TanlL 'As N—Z Date last inspected: If 113 1Z)(0 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 sys)erg,in operation until a Certificate of Compliance has been issued by this Board of Health. Signed A Date Application Approved by - • D Date Application Disapproved by: Date for the following reasons Permit No. a�� I�I Date Issued N - 1 �? a A a No. a v 0 7— )H I tl Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpprtcation" br �Bizpoal i§p!5tem Con4truction Permit ' Application for a Permit to Construct O Repair O Upgrade(Abandon O ❑ Complete System . Individual Components Location Address or Lot No. wner's N me Add 1_ �. C�ti n�ss,and Tel.No. f 4'Ian111�S LAAL Assessor's M p/Parcel 7.9 7- 1 o(p K y (A�n o�{. 3-3•D-j Installer's Name;Address,and Tel.No. J U IJcy Designer's Name,Address and Tel.No. c z H C.Cc_I VWI �ny�q�_+�¢ter•^� R o.36K (a Sal ry 051k_Ae,�((11� ozresS So$"4Z8-33�� Type of Building: Dwelling No.of Bedrooms j n ( IlotIizze...AA1 &CQes sq. ft. Garbage Grinder ( ) II Other Type of Building 4_ A �� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (f AA V\-gpd Design flow provided gpd f Plan Date NK\ 1 0 i Z-O0-7 Number of sheets I Revision Date Title RaQoard Uec\r4d(Q_ Size of Septic Tank LOW (, ptlluN 5 ! Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) A�w�do� e X1es�� �►r` vC� CCU d0�. �e �J i rJe �QKL� ,1 (U ?X �TanlL LA E-t-Z Date last inspected: 0 113 ",e 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 systb in operation until a Certificate of Compliance ha's beenJssu�d by this Board of Health. Signed ' � ,(r�.< l' Date Application Approved by ' 0 � �— Date Application Disapproved by: Date for the following reasons Permit No. ov7 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 (v) Abandoned( )by S F/G�t' at $� �► �6",Cy\ tt S has been constructed in accordance p with the provisions of Title 5 and the for Disposal System Construction Permit No. ao0 7— /Ll I dated �r—1'�—0 Installer Ttis FC C r.//; ,,- Designer �+ #bedrooms Approved design flow �, gpd The issuance of this permit shall not be construed as a guarantee that the system`wilI function as designed. Date � � r `�� Inspector ————————f----------- No. C7U7 "1 Fee THE COMMONWEALTH OF MASSACHUSETTS AA PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Di9po$al 6pgUm Con.5truction Permit Permission is hereby granted to Construct ( Repairr ( )� Upgrade O''Abandon ( ) System located at 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. ermit... Date L� l} 0� Approved by p v f Town of Barnstable Regulatory Services Thomas F.Geder,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: _ ,:,IaH-b9 Sewage Permit#a009-I` E Assessor's Map\Parcel 2.a7 t© G Designer: Suk`tLA6N Installer:_3c1cJ c e �1 ct c cj s i er Address: �. Cs Address: �Z I�onoST• Oslew.��e On r�, was issued a permit to install a (date) (installer) septic system at 8o CQ zt�,At`k�� -', no ram' based on a design drawn by � (address).cl� .l (designer) -,z-- 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 component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. OF Pr (Installer's Signature) SULLIV RAN NO.2733 CIVIL /STEP O t (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. Q:Hean/septic/Designer Certification Form 3-26-04.doc ' OF PETI SUW YN NO.29733 C M Existing Existing Pits Pit/Tank To Remain To Be For Additional Info Or Re andoned See Septic Inspection ' Exi ting Pro ed By James M. Ford /G rage at 11/13/2006 g 2000 al. H-20 Se tic Tank W 2 I. Covers P,tch �M Ex tin \ Ce pop/Be Exi Aboo don Dwelling 1 This intent of this plan is for upgrading the septic system only. The information shown should not be used for any other purposes. nae SketCh Plan PREPARED FOR: PREPARED Br. P/opoSed SeptlC Upgrade Richard S. & Judith P. Brand Sullivan E11gb mrblg,Inc. PO BOX 63.9 At 19 Soil Point Lane OsteMIA MA 02855 80 Edgehlll Road Key Largo, FL. 33037 �mn.�,-:,..cm•,•�, „� Barnstable(Hynen)s -rt)Mass. 30 0 is 70 DMR.',SOD DATE' April 10, 2007 sue' i" = 30' co-P..'Ps Rester:28048 Town of Barnstable �tNE ipy_ o Regulatory Services saMsrns Thomas F. Geiler, Director 9$ ' •�� Public Health Division QED►Jlp'�A Thomas.McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 January 16 2007 Mr Richard Brand 80.Edgehill Road West HyannisPort,MA 02672 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. The septic system owned by you located 80 Edgehill Road,West HyannisPort,MA was last inspected November 81h 2006 by James M. Ford, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system"Fails"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:. Single cesspools.fail automatically in the Town of Barnstable You have 2.years from the date of the system failure to bring the system into compliance.. If there are any questions about this reminder,please feel free to.contact the Barnstable Health Department. BARNS TABLE HEALT DEPARTMENT T omas'A..McKean, S., C.H.O. Agent of the Board of Health A J tl+'/- "' vl.. Town of Barnstable ZHE Tp� Regulatory Services Thomas F. Geiler, Director * BARNSfABLE, w 1639.MASS. ••� Public Health Division rEo�+a Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 d Fax: 508-790-6304 November 21, 2006 j 116 Mr Richard ._Brand 80 Edgehill Road Hyannisport, MA 02672 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,Title 5 The septic system owned by-you located at 80 Edgehill Road,Hyannisport,MA was last inspected November 8th 2006 by, James M. Ford, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system"Failed"under the • guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: A Single septic System automatically fails in the Town of Barnstable. The main system—overflow cesspool#2 had 5' of liquid—up to the outlet pipe. You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this reminder,please feel free to contact the Barnstable Health Department. BARNSTABLE HEALTH DEPARTMENT R Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health • Town of Barnstable F1HE t� Regulatory Services snxxsenst E Thomas F. Geiler,Director �a••� Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 January 10 2007 Mr Richard Brand 80 Edgehill Road West Hyannisport,MA 02672 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5 The septic system owned by you located 80 Edgehill Road,W. Hyannisport, MA was last inspected November 81h 2006 by James M. Ford, a certified septic inspector for the State of Massachusetts.. The inspection of your septic system showed that your system "Fails"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Single cesspools fail automatically in the Town of Barnstable. as — to the nutlet nine You have 2 years from the date of the system failure to bring the system into co pliance. If there are any questions about this reminder,please feel free to contact the B stable Health Department. BARNSTABLE HEALTH DEPARTMENT Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 80 Edzehi 7 Road West Hvannisnort MA 02672 Owner's Name: Richard Brand Owner'sAddress: �03C- Date of Inspection: November 8 2006 Name of Inspector: (Please Print) James M. Ford (� Company Name: James M. Ford Mailing Address: P.O.Box 49 Osterville.MA 02655-0049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the informations orted below is true,accurate and complete as of the time of the inspection. The inspection was performed,based off Iny training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP , approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes u,. Conditionally Passes �' ✓ Needs Further Evaluation by the Local Approving Auth ity -- ✓ Fails co Ln Inspector's Signature: Date: November 13 2006 The system inspector.shall Nsubm a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system.owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments: The single cesspool fails. The main septic system needs further evaluation. ****This report only describes conditions.at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 ' - - Page 2 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 80 Edoehill Road West Hvannisnort MA Owner: Richard Brand Date of Inspection: November 8, 2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or' repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is.structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health):- broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 80 Edgehill Road West Hvannisport MA Owner: Richard Brand Date of Inspection: November 8. 2006 C. Further Evaluation is Required by the Board of Health: ✓ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water — Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and.SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. . The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliforn bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this fonn. 3. Other: i 3 r . Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 80 Ed ehill Road West Hvannisport MA Owner: Richard Brand Date of Inspection: November 8 2006 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] Yes (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. NOTE. Single cesspools fail in the Town of Barnstable E. Large System: j To be considered a large system the system must serve a facility with a design flow of 109000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department.. 4 I Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 80 Ed eehill Road West Hvannisport MA Owner: Richard Brand Date of Inspection: November 8 2006 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner,occupant,c r Board of Health ✓ Were any of the system components pumped out in the previ us two weeks ? Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? ✓ — Were all system components,excluding the SAS,located on site? ✓ — Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid, dept of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field if an. of the failure ( y re criteria related to art Cis at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 80 Edzehill Road West Hvannisport MA Owner: Richard Brand Date of Inspection: November 8 2006 RESIDENTIAL FLOW CONDITIONS Number of bedrooms(design): n1a Number of bedrooms(actual): 5+ DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(y es s or no): No Water meter readings, if available.(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No .Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): and Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): Pumping Records GENERAL INFORMATION Source of information: Unavilable Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system ✓ Single cesspool . ✓ Overflow cesspool Privy Shared system.(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Original system (95 years) Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 80 Ed gehill Road West Hvannisport MA Owner: Richard Brand Date of Inspection: November 8 2006 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) (Cesspool acting as a septic tank) Depth below grade: To grade Material of construction: concrete _metal _fiberglass _polyethylene ✓ other(explain) rock If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 6'W x 5'T x 11.5'bottom to grade Sludge depth: -- Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): The cesspool had 8'of liauid on the bottom Liquid was up to the outlet pipe The steel cover was to grade The cesspool was under a driveway. Further evaluation is required by the Town of Barnstable GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 f .. Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 80 Edzehill Road West Hvannisnort MA Owner: Richard Brand Date of Inspection: November 8 2006 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: Prallons Design Flow: allons/day Alarm present(yes or no): Alarm level: Alann in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: None . (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Connnents(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box, etc.): I PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): 8 .. Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 80 Ed gehill Road West H annis ort MA Owner: Richard Brand Date of Inspection: November 8 2006 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: I leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: ✓ overflow cesspool,number: 2 over ow cesspools Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding, damp soil,condition of vegetation,etc.): The leach nit W x 6'x H)was dry. The scum line was 2'up from the bottom The cover was 16"below grade There did not appear to be anv signs of failure. One overflow cesspool 02)was 5'W x 5'T x 8'bottom to rade and had 5'of liquid-up to the outlet pipe. The steel cover was to--rade. The other overflow cesspool 03)was 6'W x 3'T x 7'bottom to grade and had Y squid on the bottom. The cover was to grade All cesspools flow to the leach pit CESSPOOLS: ✓ (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: 1 sin--le Depth-top of liquid to inlet invert: Depth of solids layer: -- Depth of scum layer: -- Dimensions of cesspool: 4'W x 4'T x 6.5'bottom to grade Materials of construction: Brick Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation,etc.): The cesspool was dry. The cover was 10"below grade A sin--le cesspool fails in the Town of Barnstable PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Commments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 o Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 80 Edzehill Road _West Hvannisport MA Owner: Richard Brand Date of Inspection: November 8 2006 SKETCH:OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. �1 43 �Y J�OQ A CAS 1 — - 1 3oa yY Y 10 y Page I of I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 80 Edgehill Road West Hvannisport MA Owner: Richard Brand Date of Inspection: November 8, 2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 25 +/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours mans Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You:must describe how you established the high ground water elevation: Usinz Barnstable topographic and water contours maps the maps were showing approximately 25'+/ to ground water at this site. This report has been prepared only for the septic system and components described herein: This septic system was inspected and failed as of the date of inspection.Further evaluation is also required from the Town of Barnstable. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied,relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. I1 IKKE Town of Barnstable Regulatory Services B.xxS1AB Thomas F. Geiler, Director 9� 3 9 •� Public Health Division .orFO p�pl Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 November 21, 2006 Mr Richard ..Brand 80 Edgehill Road Hyannisport, MA 02672 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5 The septic system owned byyou located at 80 Edgehill Road, Hyannisport, MA was last inspected November 8th 2006 by, James M. Ford, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system"Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: A Single septic System automatically fails in the Town of Barnstable. The main system—overflow cesspool#2 had 5' of liquid—up to the outlet pipe. You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this reminder,please feel free to contact the Barnstable Health Department. BARNSTABLE HEALTH DEPARTMENT Thomas A. McKean,R.S., C.H.O. Agent of the Board of Health Town of Barnstable �'rr Of lna Departrnerrt of Regulatory Services eAnrareata ; Public health Divisioli Date. ' X Mb� e 200 Maiu Street,Hyannis MA 02601 lFo 1 a1P Date Scheduled I ilne Ice I d. Soil Suitability As's ment for Sewage DISPosal -IlA Performed By: 1`+ � Lnir1 �� r Witnessed By: oq Z--1 1 ►( E yiC�!L 5 I LOCATION & dENI+RA.L INFORMATION Location Address �'E04;1l1 L L p}� Owner's Nnme G E{A(Lp S& ry �,YAc i tvt�a i 19 SA I L"�i tJ i LAh41—: Address `F L33d�7 Assessor's Map/Parcel 27 Engincu's Naive NCW CONSTRU('FION r " REPAIR Telephone N tea`—'� 3vi ( Z.Q7o Surface Stones Land Use: I�CSr�tr�t��r�t Slopes(9�e) a k Distances from:" Open Water Body /ik!Q tl Possible Wet Area 37S" It Drinking Water Well Drainage Way Sty} -(1 Pivperty Line I R Other N h" i ' r SKETCII:(Street name,dimmstom of lot,exact locations of test holes&nerc tests +,ellands In Proximity to Intics) ,. _. t j is Y x ` 1 �$t •,_ � �:— :.1t� , ''t-1i �,�y< `�.,�r.'\ -. Ott a sic y _ I + r a x. ` two, ,,.. ""'� •'� -, '' S belt td. A�.t ' .. L`"7"T2� L 4`T^� � l 8 t'k' �q x"P ",. 3..., S"s�rl•w �'S p,µ, - ' - I IL 3 11 l- —_ F F.is t. ___.. .,Y^ - 1.!'.._ /r JL Parent material(geologic) Depth to Bedrock Q DepUt to Groundwater: Standing Water in Hole: Weeping from Pit race.. �/ — . Cslimated Seasonal High Groundwater ] C L 4: T�C�.t3+"(o i 1J LTG tti MA�SI DETERNIIN ,TION FOR SEASONAL IIIGII WATER TABU'; Method Used: 4w e_ t`alaas� In. ~ — - Depth Observed standingInobs.hole:_', • in, Depth to soil motllea: Depth to weeping Rom side of obs.hole. in. Groundwater Adjustment _ .fa Ad ctur Adj.GroundwMet Lcvcl Index Well N Reading Date:" . Index Well level j PERCOLATION TEST Date]�Z_� Time 11 - Observation 2 —1 Time at 9" ( . `t0 Hole N DepUt of Pere Tinre at 6" t lip SO Start Pre-souk Time© Time(9"-6' `� I1tS, • End Pre-soak Rate MinAnch, L Z-hv 1N l Site Suitability Assessment: Site Passed 'f Site Tailed: Additional Testing Nceded(YIN) �% t Original: Public tleattb Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 1001 of lvetlalldr y011 must first noting the. Itarnstable Conservation Division at least one(1)week prior to beginning. Q:I IEALTI VW P/PERCTORM r.II Ej, OBSrRVATION IIOLL LOG 1.101c 1F — Ucpth huln Soil Iluiiion Suil Texturc Soil Color Suit. Ullrcr I Surthl:u(ht.) (USDA); (Munsoll) Moumig .,(Slructurc,Sloncs,llt uldcrs. LCAO -- u DEEP OBSERVATION BOLE-LOG II01C i' Depth front Soil Ilorizon .Soil Texture ,Soil Color Soil Other ( USDA) (Muitsell) Mottling (Struelure,Sloncs,Boulders. Surface(ht.) Consistciicy %Gravel) S,L • 1 — 1 K S LZ � DEFY OBSERVATION HOLE LOG II01e It Soil Texture Soil Color Soil Olhcr Depth from Soil Ilorimn (USDA) (munsell) Mottling (Structure,Stones,Boulders. Surrace(in.) Consistcncy.l�Si!111—CI__-- Sv 98 „ lnlE � I�`(�(dz. DI•;LP OBSEI+�VATION MOLL LOG Role // `( Soil Texture Soil COlur Molding Ulhcr Depth from. Soil Ilariwn (USDA) I (Munsell) Mottling (Structure,Slunes,Uuuldcrs. Surface(in.) ; Cunsistc c °°l3ravc 47 o Rood Insurance Rate Mn� Above 500 year flood boundary No Yes Within 500 year boundary No/ _Ycs Within 100 year hood boundary No/ Yes De rlh of IVaturnll Occurrh Pervious Malcrial Does at least four feet ofnaturally occurrutg per material exist in all areas oescrvctl tluoughuut the area proposed for the soil absorption system? tics . if not,what is the depth of naturally occurring pervious material? CCI'tlllCa_(IUII 1 certify that on _ _(date)1 ItaVC passed the soil evaluator examination approved by lee Department of Environmental protection and that the above analysis CMR 1.5.01Tfurmcd by roc consistcut with p the required training,a iso and experience described in Date Signature Q:I WALTFUWPIPCRCI ORM t , r FONER CC:OSET .. :'pEDROO.IvI t_i14 ROO M • : 1 EXISTIN'GG. :I�T-..FtOO:R P.LAN:: TIN.G;-..,: --.._. Ll Z. AX l _ .. .. BEUi200M - ' 1 r r � 1 c r .. "PATH -.F3EDROOM :PWOR FLOOR PLANS - .. - D. i R 80 EDGEN BRAND. ROAD OpOSED GUEST HOUSE � . PR . PROPOSEO�GAitAC.6: RT,EM CP HYAN.NISPO ASS • SU'LLIVAN ENGINE RING INC L E MASS. ExtsTCNG.:. 2 .FLO;O.R.PL1aN . : �JANUARY 2., 08 • I/Z BATN 1�2 OATH OFFIC6.� FovF-R C COsr-T - L-%v%V-AG- Roots _. I-pIN NF' � .... � CLOSE 1 r . • COVERED PORCH 1 E7e1sT1NG :1"z FLOOR P�Ay; ::ExisTltuG=: FLCIO:R.;:RLi41�4 - _ - _ - 1 BEOCiOOM - Ll 91 � pEORootvl' OATH f FLOOR .PLANS A MSTS R _ . RICHARD BRAND. I' SHILL ROAD C , ' PROPOSED GUEST HOUSE ORT, MASS.. . � .. � •: .' - ., •.�. _. '. �. - - , �ggpVL• PRO POSEDGARAfr6� HYANNfSP. SULLIVAN ENGINEERING INC. • 7�7, �-7� T -r77771 ILLE MASS. L 2 ATH J NU , 2008 _EactSTtNG :2.:eut ELO:OR':PLAN ,� Y - ` 1 House Garage-Guest DESIGN DATA ._ See Note No. m»m f•%43.0 4(Typ.) Verit GarageA nest House-2 BedtooV NOTES F.G.43.0- 41.7 NoGarbageGrinder ' Existing Single Family-7 Bedrooms 1. Water Supply For This Lot is Municipal Water. No Garbage Grinder 2.Location of Utilities Shown on This Plan Are Ap rox. Existing H-20 3 Daily Flow 9 x 1 t0*990 qqpd At Least 72 Hours Prior to Any Excavation Forl is 40.30 2000Gallon Top El. SepitcTonk�890gpd x 2011980gpd Project The Contractor Shall Make The Re wired 1000 Golion Nofification to DIG SAFE-1-888-344-7�233. Septic Took Septic Tank Use Existing 2000 Gallon Septic Tank 8 Existing i 6 5 install New 1000 Gallon Septic Per Title V. 3.The Contractor is Required to Secure Appropriate . House 39.40 678` Permits From Town Agencies For Construction } �,� ;Y } Sewer LEACHING AREA Defined by This Plan. LOCUS Bottom T K-2 9 75 990gpd/0.74=1338sfRequired 4.Install Risers With Cost Iron Frames a covers IfEncounhidRetrjove60oplaceAllurolitaae Noftundwater Sidewatti 2$189--378sf. to Finished Grade. �ioo Within b All Around The Loathing ` 5.All Structures Buried More ThanThree(3`)Feet or Bottom Area 12 x 82.5 =990s.f. tl 1368sf.TotalProvided SubjecttoVehicuigrTrofficistobeH-20Loading. LEACHING CHAMBER DESIGN 6.Septic System to be Installed In Accordance With DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 310 CMR 15.00 Latest Revision And The Town of ;x ; Not to Scale Ail%,(jingto be Schedule 40 PVC.Use 8- Barnstable Board of Health Regulations. p • ,'' ' k�~�' 500%oilon Leaching Chambers ina 7 AllPiping tobe$ch.40 PVC. o S OH k r7 ` I r;k Finished Grade Washed'stone Field as shown: 8.Dep th,of Inlet Tee Below Flow Lines 10�'Min. ' .. ^?t� t� yr c ��t �Ye' � 4,�a 4•�rryf!�V 'MY<�h.� ' i I • Compacted Fill Depth of Outlet Tee Below Flow Line:44 Min. With Gas 8dffle. a, Filter Fabric :. 40 2';v8"-v2" ASSESSORS REF.: LOCATION•MAP: O Leaching Peo Stone Map 287, Parcel f 06 Scale: I" - 2000't c� Chamber 3/4"1 11/2" r .. I Double Washed: to --•� Stone ZONE: 2-o OVERLAY DISTRICT. RF (H-20) ,/"'' ..- AP Aquifer Protection Distract Area (min.) 43,560 SF CROSS SECTION OF CHAMBER N/F / /' Fronto$e (mtn) 20' sCOu» A / �,�' Width lcmin) 115 Not to Scale OR{ .- '' / r '" ZIP Setbac s: r �' ♦ / � 5 Fad c,,o FLOOD ZONE: s►de t 1 g°' �N,� ° / / M'dp , Zone C Rear 15. RDe ' J 8 NANCY B �• / / _„,I $1�2 Z1 /.� y y Community Ponei Na / / i // ,,', ,125000r Dove a f loe1 x1:�j/ ,. '" � / `""'.,�w,,..� July 2, 1992 Wend:.01 / .,, ,P�DP'C Hai ••� / `..•••�"... / ' op -i.ft� DtNduous Tres 101, /y55 00, Con(/emus Tr" O Iron 12106 El We / l�l,6' Zy•... + Qt�ta�?STt7ti�►' / ,�'� % ,•• 1 /�. '' •O GUY utulty Pole Light Post Water Gate (round) ----OHW-" owrhsad tYfres OF Meow 5,A,s: pOLMIUMOSM ---25•••. Elevetion Contour / �. / o tr LreLACM P►TS 'ra$6.•puMPE.D f,AVD.hRiV�.'7"-"'--•. \ --- '' •�•r,.'� ` / r. atF►i.tfp wt!"Ft Ci-EiAi+) MA?G.RtAL. ILP I 101, a» ��N / i t r { )ooto�DAt arpM; •• f._ . �... / / d, .Ir.".-♦ al.tits 1 �V'J1 a Q 4� _.•• ;, / �1.., :••q..00ne 1 . � ; .,,t.� � •'' sty DARK Yr..t`ISM 6Rt�t ""•� + , $ f '��t> • / t� A SANDY iQYRJK I. 3/3 A2 n• .. Stan° 104151;20 / 3V: { 7t�' IAAMY SANQ tOYR 5/0 .•,.; -- t • ati.tva BROwy � ••;• TAt�1tf4 ,i,... { T.H�� CZ MLZm0lu" SANQ 2..5Y 51y 04 j / t na a t �auNvwA••t•et:t� t g- { •y 1 grfd4 ' 1 1 t • . T.ti,-2. i t..'y1.2S l ` j $ ... •,,,. ,\ \� \� 1' t DARK Yrv. iSW SRN SANC>Y %-OAtA ►OYR 5/3 .� ! 1 � •'•• i �, , � . y�►.:tai••t er�N •, ram_-. O> ( �� t•.OAMY 5ANt7 l0'YR 5/6 l Exist. 2`112 Story i 1 l 1 �s 1 h I I I t eAN W/F-Awelting• { \ 1 1 I 4 i ' of•.. Ft�'%. SA i{OY /zAOY Y --- ---- t -r,_oL_%Vft e►t?N_ ry Iat K SAt4YJ 2•SY x/y s� / � •� ,r t 1 � � ! � y I -t (7�$ NO:�ROL►t�tCY�/A'1'!.R ' Paste..D6K>TH. bW'1 L10I T8476K 2 MiN./ItI taL.3q.s f 1 Nbod Ocala , i , Ftt-t- • { ' � l � .1 , �• 3 / 1 .. ' 4b. .A ..DARN YR�aSM BRN SANDY LOAM tOYR t3"/8 1 I i / ! %/ J /r : J /J • { • 1 • � 's. ::�N�sAt��tc`� t o vR c�/� / C L of o4z, 8Rt4 Z .T.M,e;.t.t u M toAN o 2,5 Y 5/y / � ,,� �� / / � / �/ / ' •: / � N � --• • '�. � wo'G{�otsuflwA•cECZ ~~" •�-/. {► 3z.� .101 / / / / / "�.. ,`� I Re �. T.H-N 1 I DARK YRt.tsm BiRN. / i TH;-. SANPV LOAM. %CYR 5/8 qs ORK / / tarn ,i''/ / / / :`' ~� ! 12ou: Z • "1LT>lu1KA SAND 2..6 Y 5114 CsfsOLltdDWA�'ER -.J / PEttG.D$tPTH: 52 tNeNEg W / / L't..SS TMAN 2 M�tJ I tN Glt .-...� , Parcel Area PERK.. No..: P-/2ate •�0 / 26,7 *Sr / c�a+'t"�•. tom/z-r a� • � f3Y'?.4bEA.ELT, S�,ttJ..1YAN L.KCV%W1 %VkWar INC, ' Wt'e'Ngt35' S?,MlOr2ADt Y0,4�Q,prN, • /� 1/ e / 1e ......... ' / 1 '�'aJ �4� law 6-370 as1 ..G............../ >k �Vor) ble T'��� Top of tCe LC ••, .......�..... r+ �� •••.1...... Ways NOTE. -.-- / Al 1.) The property line information shown was compiled from available•record information. Sw aFfi�s 2.) The topographic lnformotion was obtained TER from an on the ground survey performed on a SULLIVAN GNP or between 291NOV107 and.30/NOV/07. h!a. 2,9733 ' 3.) The datum used is approximate Mean Sea Level 'GIST ® from the Town of Barnstable G15 Maps. • ��� Title: PREPARED FOR: PREPARED BY: ro Sullivan Engineering, Inc. CapeSuivPRQP�SED GARAGE Richard cG Ju d*th Brand g.. SEPTIC. SYSTEM o t Po Box 659 S 7 Parker Rood r• 9 Sail Po in t Lane $ erville, MA 026,55 O tervtlle MA 02655 • �O EDGEHILL RI�Af� • V► HYANNISPORT, MASS. xe 1/ Largo F (508)428-3344 (508)428-3115 fax N (508)420-3994 (508)420-3995 fax J +,-L� ;J L 33037 "",,,i►' Dra ft. 20 0 90 20 40 60 MJD Field: RRL/DWB w ?ate: Scale. Review: P .Draft:Com P�• RRL January 2_, •2008• AS Shown Proj # 26048 Drawing # C71l_IGI j From Garage-Guest ,• ; House DESIGN DATA x 4 See Note No. Vent S , °> FG.43.0 4(Typ.) Goroge/Guest House-2 Bedroogs NOTES r F.G.43.0-- 41.7 NoGorbage Grinder 1, Water Supply For This Lot is Municipal Wotea Existing Single Family-7 Bedrooms -. 2.Location of Utilities Shown on This Plan Are Approx. prox. �..� No This Dail Flow 9 x 1!0=�990 gpd At Least 72 Hours Prior to Any Excavation for , 4 0 Existing H-20 y g e Project The Contractor Shall Make The Required 2000Gollon 100060110 Too El.3G.53 SepttcTonk-990gpd x 200%=1980gpd Notification to 016 SAFE-1-888-344-7233. Septic Tank Septic Tank Use Existing 2000Gallon Septic Tank 83 L r3 Existing - "% 36.5 Install New 1000 Gallon Septic Per Title V. 3.The Contractor is Required to Secure Appropriate �� E.. House 3940 Permits From Town Agencies For Construction ` ,x Sewer 6.78 LEACHING AREA Defined by This Plan. Bottom 7H.-2 �90 1pd/0.74=1338sJ Required 4 Install Risers With Cast Iron Frames&Covers � 'y 1tEncouM6dReniove&Replace All t)nsuhaWe NoGroundwoter Sidewall,'2*189'=378st. to Finished Grade. Material hp rbia�whhln 5 All Around The Leaching Bottom Area l2`x 82.5`-990s.f, 5,All Structures Buried More Than ThreeW)Feet or 1368s.f.Tot'alProvided Subject toVehleularTrofficis Jobe H-20Loading. F.. i,� „• LEACHING CHAMBER DESIGN 6.Septic System to•be Installed in Accordance With DEVtCOPED PROFILE OF'PROPOSED SEPTIC SYSTEM 310 CMR 15.00 Latest Revision And The Town of An Pjping to be Schedule 40 PVC.Use 8- Barnstable Board of Health Regulations. P Not to Scale • 506ibdllon Leaching Chambers in a Finished Grade Washed'Stone Field s Shown: 7 All Piping•to be Sch.40 PVC., �� S.Depth.of inlet Tee Below Flow Line 10 Min. Depth of Outlet g Compacted Fit% With Gas Bdffleee Below Flow Line�l4"Min. £• Fitter Fabric =Q = 0 2",1/8'-1/2" ASSESSORS REF.: LOCATION MAP: M o Leaching Pea Stone Chamber 3/4"-11/2" l ,,' ', Double Washed 12'-0" Stone OVERLAY DISTRICT: ZONE: RF-f (H-20) / i AP - Aquifer Protection District Area (min.) 43,560 SF o-owFrontsge (min 20' CROSS SECTION OF CHAMBER N joE"..- r r - Width (min) 1 5' Not to Scale .- 21P Setbacks: fad Fron t 30' .. / �o, a FLOOD ZONE: side 15' sxJ� N',,IP , Zone C Rear 15' N T J RANDY 8 / / K?2�21"�/ r r r / Community Panel No. Sq,DAfON, t // / / 55�, N $1.f.r .' �, / #250001 0008 D 121- / .01 00, / Jury 2, 1992 Legend; 01 / �I'^,,... J�'1 ''� �"6">, Deciduous lYee tn/ // f/ Y f r •�% I / / / / . � Coniferous Tree. / / ���„•�••• I "� Iron Pipe ZIA j // / / WI��-t+ �,, ' .� • �. ,, C? utility Pole LightWater Post 10. :r Water Cote (round) �' ,..• .-/' ''� / ricrwevtn $tC18T11J6 t.lAACF1 PI1"u 1N --�W- Overhead Wires Elevotion Contour ✓ / j 7 r 'r"n!s' 1� _ I \ ..1 / / or LB.AGH.Pvrf. 'ro.%A. P►1MP%A • �I I I I / / i d ' ' :Qp;sir M%14% "�_`".-.« .- `.,• `.` �+ a/RILL-£D W17'H CL.£xAN MAR6,RIAL. I Q c... /.'yi'9:�: ',•i �'•.,ts' / M MIN IN Lawn) ;t Ofit 10, co ' �4,i' / / ' ?Lp / �o` •bARK Yt:.1..'1 SH t3RPt y !� stockade *. '•' I �•�ti �t A SANDY t-OAM 10YR `5/z ... i 11 K Q , 8 `Yle 1,19H t3RN. t Stone A2 A t=xtsr 2t?o0 , 1 QAMY sA.N O IO YR 5/9 �' \ .••' r ...L:s�P•r1 3s;v.. p/v1N, / za j i LT• O>rIV� 2,RdwN I' ^cAt��r�, 2 .. tvtertaluM SA.Nt) 2.,$YS/4 "`� � j ' I ",�• � ® / 12.b , 1�1 O Gfsbt1t11�Wbv"t"!^•1� I I 1 1 erral, taork{ \ \ \` 1 I v oa.RK Y6-t. I£,N eRt4 I I I %,..:�'""•• \ 5 r I 1� A SANDY LOAM 10YR 3/3 I 1 j •i '� 8 YSMt 1si•1 15MN 1 LO&MY SANS? 10YR 5/0 J h j I i Exist. 21/2 Story \ 1 1 I t �� 1 1 t W/F Dv� etiilni2 l \ ! 1 I I , I s', ems„ �t V-tN%.sAN0 i`ovR jF_ j + I z i 1 J 1 t 1 J 1 J ( ~� t_r. o�wM es�N _ .CZ tvle�tat.tir.M 5At•IG 2.,.5'Y.""%r� town -tc%Pl tit a a' PERc.pS.r�rt•t: L,lo klzzz I l i t I j 11 i ' o . 's;K.-- fiL.3a.s I J J Wood Dock DARK Yt3.L:tSta (3RtJ I ' A :SANDY LOAM tOYti V/�8 Yr_%21sm 6RN . I ( 1 i / '/ / � / • qg'� g alta�. sa.te+a .tovR �/z. CZ Ntr_o ut s�rtoty z:,sys/y '� / / / 1 c t co �'�.� pAR1< YtaL 1&!•I. :t3Rt�t. / ,. ® / Lown/ I T ~"i^• vi�3 1 -n I M8`' SANCsV t_ow.M taYR 5/9 / / / / / I i�'` ,•• ! j c L-:'r, 'Octve. esRsa •- -- I //gown / / / / / -•• '��•. r $ 120vt � 'MLG+11stv1 9AtsD 2,s Y s/N / / / / 14oMTzr GRO.utibVVATt3:R._ 'SS-riAktA 2 M\tit 1113 CN! / •/ i ParC'e►�@C FRRG. No.t P-12.Otol .2 S,�a• >(x/ 26,7 *SF / pAIM•, 1z I z j "rot / �N4�tiF�SatZ1Nt4 ING11.1YAN All, f WtThttn.Ss Dot-MORANDt • Ott 6/ I RpJ/• �Efa37.8'A ...i,,,,, ... h , (Vor� ®®, Top of LCO ,-gym ��°` ,�/ /orb/e Width ` t us 1 a P wo 1.) The property line information shown was compiled from available-record information. SH of htASsgcs 2.) The topographic Information was obtained �� PETER � from an on the ground survey performed on o SULLIVANVIL or between 29/NOV/07 and 30/NOV/07. CIVIL No.29733 , 3.) The datum used is approximate Mean Sea Level from the Town of Barnstable GIS Mops.* , �J Y Title: PREPARED FOR: PREPARED BY • Sullivan Engineering, Inc. Ca&,-%e PROPOSED GAR GE Richard Judith Brand 'Sury '�.• SEPTIC .SYSTE PO Box 659 7 Parker Road $O EDCEIyii+LL GOAD 19 Safi PoIn t Lane Osterville, MA 02655 Osterville MA 02655 HYANNIS P01�Ts MASS. l/e y I /Y�- �� j1� (508)428-3344 (506)426-3115 fax (508)420-3994 (508)420-3995 fax j Largo t J -4% Draft. MJD Field: RRL/•DWB 20 0 10 20 40 60 iT?crte• Scale. Review: PS Comp/Draft: RRL ,.... January 2,, ZOOS As Shown � „ . Pro J # 26:648 Drawing # C711-1Gl