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0087 SEVENTH AVENUE (HYANNIS) - Health
87 Seventh Avenue 246-149 Hyannis . i Town of Barnstable P# (Z> �pF THE Tp� �P ti Deparhnent of Regulatory Services � o* BABNSrABL6. Public Health-Division Date / �J b MA63 c� t63p, .m 200 Main Street,Hyannis MA 02601 prFD µAS� 3 33 Date Scheduled --d�7`��� S Titne Fee Pd. U U Soil Suitability Assessment for Sewage Disposal C �7Q:1r7k?—SUL tV{,.V FV S Performed By: `,U LA-At 1j.v 1 tU Gk W G rU C Witnessed By: 1 lJr� 1�. 4�C�L �S f ' LOCATION& GENERAL INFORMATION Locatio�n7 Address i Owner's Name C�C�t��'Ol'1 Address' W7 aC—+✓C?'� Assessor's) aplParcel: -�y(p//4/9 Engineer's Name NEW CONSTRUCTION REPAIR Telephone -S 3 4`Ir Land Use N2 L=St l7C Slopes(%) VC Surface Stones A ft Distances from: Open Water Body 7-'C)C> ft Possible Wet Area V)b it Drinkin gWater Well -1-- Drainage Way ft Property Line 10 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) L - - t I60f'rec on+21.0 ....I........ _ I e o m I I I ! fop o�Coasfal Bonk � Caro 9 � .l" / (torn gefinitionf _- ahy I s0. € 487 I I I1 2 Sly w1t a ! I I 1 Waud Dwelliny ; Brick WcIk Beck i fiats 586 & 588 - / oN. I C- � �}4. t BRO 1651 r— ----`_'-'-- I ORB E`� _Cona sn,nn.Board Co,,I ::1 / IBM fl=IB.B'NCN) tap&eBe l 11.�1 (m.n Ba lnB;an, 1 1 � i Parent material(geologic) O y Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 1 Weeping from Pit Face Estimated Seasonal High Groundwater zu DETERMINATION FOR SEASONAL UGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: N h in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment n• Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date 3i- v Time to,, eoA Observation ( Time at 9" \o S� Hole# I �4' Depth of Perc Time at 6" Time(9"-G')Z U 2b y111 Start Pre-soak Time n 10" . End Pre-soak Jo 3 a Rate Min./Inch &'IT VAS 1 41i Mc7 Site Suitability Assessment: Site Passed�_ Site Failed: AdditionalTestin gNeeded(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back- ------ ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)weelc prior to beginning. Q:I-IEALTH/WP/PERCFORM EP OBSERVATION IIOLE LOG soil Hole# �eia;er Soil Color Depth from ; Soil Horizon Soil Texture Surface(in.) (USDA) (Munsel►) Mottling (Structure,Stonc ,Bould<+rs, Consistencv °/a Graved..,:,_ l C�r�vzs C S rt�v D � So w1 i. Lj 4 I —4 C, c\A 4 -V-Z 0 _J DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No,%_ Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y C—5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on �DaL�L (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,ex ertise and experience described in 310 CMR 1.5.017). / Signature Date 3 131 Q:l-I EALTH/W P/PERCFO RM Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. Mr. Peter Sullivan, P.E. March 7, 2005 Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: 87 Seventh Ave., West Hyannisport -J' A= 246-149 Dear Mr. Sullivan; You are granted conditional variances on behalf of your clients, Paul and Jacklyn Clayton, to construct a replacement onsite sewage disposal system at 87 Seventh Avenue, West Hyannisport, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located five (5) feet away from the property line, in lieu of the,minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located 7.8 feet away from the property line (Seventh Ave.) in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located three (3) feet away from the property line (Pine Lane) in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The soil absorption system will be located 6.3 feet away from a water-line in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: The septic tank will be located 1.5 feet away from a water- line in lieu of the minimum ten (10) feet separation distance required. SullivanClayton Section 360-1: The soil absorption system will be located 86 feet away from the top of a coastal bank in lieu of the minimum one-hundred (100) feet separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly-worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The water-line shall be sleeved in the areas adjacent to the SAS and septic tank. (4) The septic system shall be installed in strict accordance with the engineered plans dated February 7, 2005. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated February 7, 2005. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity wetlands. Sinc eI yne i , M.D. airm n SullivanClayton E = dTME DATE: 02 . . �; BEE: �E saarleraus • REC. BY Town of Barnstable s®. DATE: Board of Health 367 Main Street,Hyannis MA 02601 Office: 508462-4W Susan G.Rask,R.S. FAX 508-790-QO4 Sumner Kaufman,Ms.Px Ralph A Murphy,M.D. VARIANCE REQUEST FORM LOCATION f Property Address: t5 SP vern' 1� L-e n y Assessor's Map and Parcel Number. Zy(o -1y9 Size of Lot: 0-)1 A c e5 Wetlands Within 300 Ft. Yes 3G Business Name: No Subdivision Name: APPLICANT'S NAME: �n, \ C.la.,4n_� Phone 5 0 e- 1-1 I jaa-7 eq Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON �1' i So►%^ Name:�,.,1 C., * ��it�c\.,n 1.1 Sv to Name: S t Ci�C.n�n�inec �S1 Address: C) acx 701 Address: 0 „\y, alter- CNZ(nj;s Phone: Ll�t. F1v�►n , _ rV Phone: $O Qr yZ r-33yy VARIANCE FROM REGULATION a ist Reg.) REASON FOR VARIANCE(May attach if more space needed) 1 t) _Ll (•('14dk, �c��T��c���(l7�-� ��2� l�cc��s�z��..a c� ���c—b•t��:> Ib0 • (.SP�kr�k� t.xa�-1�n � tti �ef���Pc 1..5``r(a �` � .Uc a �f c�2l�r'D� c-f�u.�� SySre a•�.r ��r;y`�.�1J ���3rw� r�cv%9� NATURE OF WORK: House Addition ❑ use Renovation ❑ Repair of Failed Septic System ©� Cheeklk(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance 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 plants 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 owner/leasce only],outside dining variance renewals(same owner/Ieasee only],and variances to repair failed sewage disposal systems ✓ (only if no expansion to the building proposed]) Variance request submitted at least IS days prior to meeting date VARIANCE APPROVED Susan 0.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.?-H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/wP/VARZREq Stsm.�Q.- February 9, 2005 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 87 Seventh Avenue, W Hyannisport Dear Board of Health, As owner of the above referenced property, please be advised that John O'Dea or Peter Sullivan of Sullivan Engineering has my permission to represent me before your board in matters relating to the septic system upgrade at my property. Sincerely, , Paul Clayton l f 94 Fb O ! a rt�d � n � a5 l caeti;sr+n� Home: Departments: Assessors Division: Property Assessment Search Results ' 87 SEVENTH AVENUE Owner: CLAYTON, PAUL C&JACKLYN. Property Sketch Legend 0[744] Map/Parcel/Parcel Extension 246 /149/ + Mailing Address CLAYTON, PAUL C&JACKLYN P O BOX 709 F W. HYANNISPORT, MA. 02672 2005 Assessed Values: Appraised Value Assessed Value Building Value: $178,500 $178,500 Extra Features: $0 $0 Outbuildings: $0 $0 Land.Value: $233,000 $233,000 Interactive Property Map: Map requires Plug in: �el�-For' Totals:$411,500 $411,500 1 have visited the maps before First tim Show Me The Map M z Click April 2001 photos available -- Sales History: Owner: Sale Date Book/Page: Sale Price: CLAYTON, PAUL C&JACKLYN 2467/210 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per.$1,000 of valuation) Land Bank Tax $74.69 Town Fire District Rates Other Rates $6.05 Barnstable-Residential $2.12 Land Bank 3% Barnstable-Commercial $2.80 Hyannis FD Tax(Residential) $625.48 C.O.M.M. -All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $2,489.58 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 R W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $3,189.75 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.31 Year Built 1951 Appraised Value$233,000 Living Area 2086 Assessed Value $233,000 Replacement Cost$200,607 Depreciation 11 Building Value 178,500 Construction Details Style Cape Cod Interior Floors CarpetHardwood Model Residential Interior Walls Drywall Grade Average Heat Fuel Gas Stories. 1 12 Stories Heat Type Hot Air Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 3 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 Bathrooms Total Rooms 8 Rooms Extra Building Features Code Description Units/SO ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) r. Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 Phone 42&3344 , fax 42&3115 e-mail:PSuIIPE@aol.com ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information is as follows: Applicant : Paul C. &Jacklyn Clayton Project Location: 87 Seventh Avenue, W Hyannisport Assessor's Map and Parcel: Map 246 Parcel 149 Project Description: Proposed upgrade of a failed septic system. Applicant seeks a variance from Title 5 for property line and water line set backs in order to save a specimen tree. A variance is also being requested from Town of Barnstable Board of Health regulations for set back to wetlands. Applicant's Agent: John C. O'Dea, E. I. T. Sullivan Engineering Inc. 7 Parker Road Osterville, MA 02655 Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis 2nd Floor selectmen conference room Date: March 1, 2005 Time: 7:00 PM Plans and the application describing the proposed activity are.on file at the Board of Health office 200 Main Street, Hyannis and at Peter Sullivan's office. Please call if you if you have any questions regarding this application. , " SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 DIRECT ABUTTER LIST FOR MAP 246 PARCEL 149 Board of Health Variance Request Paul & Jacklyn Clayton 87 Seventh Avenue, W Hyannisport MAP /PARCEL OWNER NAME 246 150 Stephen G & Ann C Corridan P O Box 84 W Hyannisport, MA 02672 e 245 052 Ann L. McKeon P0 Box 767 W Haynnisport, MA 02672 TOWN OF BAPUNTSTABLE LOCATION _ SEWAGE # 2-0t�" ')VILLAG ASSESSOR'S MAP & LOTAW— i V 9 INSTALLER'S NAME&PHONE NO. JJo•+ krl"" S SEPTIC 'SANK CAPACITY LEACHING FACILITY: (type) �`� ct•� / I ' (size) NO.OF BEDROOMS BUILDER R 0 R PERMPTDATE: COMPLIANCE DATE: .3 P Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J 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 3�feeleaching facility) Feet Furnished by �3 a K Vpv`' tl IM va © ' t �I I'y No. ` Feeog/0D� s THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Ziopooal 6potem Cow6tructiou Permit Application for a Permit to Construct( )Repair O Upgrade( )Abandon( ) ED Complete System ❑Individual Components Location Address or Lot No.�'� yGn y G . Own;Q',sN,ame,Address and Tel.No. sQy Assessor's Map/Parcel H ytt nnjlp rl l V � &c/:�� C " Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.J!��—y d e'33 V q � vcPirl fo &PA tA5 ; ? armor 94) � v Type of Building: aSS eti®r's Dwelling No.of Bedrooms Lot Size '31 a Crrdr Garbage Grinder(NID Other T1 pe of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow 0 gallons per day. Calculated daily flow ; -gallons. Plan Date Ftb `,.2d0-6' Number of sheets Revision Date 0 Title JOMOLfek /444 , 62,t S 7 Se Ye-)-A 4 vr? Size of Septic Tank ®® ;0�k t'h_ Type of S.A.S. Ck j" 4A ' Description of Soil I oa'rn -p a M anjY a,4 t%h 7, r S fri X.0 6rn 7 6,W r1� SCE a 5 S l A C1 /6L/&r l0 �� &/JP b/'�/9f i \/t%j/m YhPOt. 40/ qua a c kne.s s rrr�a. s -��A 1 a it T,) 1rr►er i o!t r My rn�lid /- W I S r 79ivS- . 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 Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by th' oard of He t . Signe Date Application Approved by(— Date 3 /7 0 Application Disapproved for the following reasons Permit No. Date Issued 7 O No. �`� 7 ; Fee_d- Q_-O�_i THE COMMONWEALTH OF MASSACHUSETTS Entered injcomputer: +� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes a. Z(ppYication for Migooal *pztem (Construction 3permit Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) 0 Complete System ❑Individual Components d Location Address or Lot No.��j Ye r)— p y . Owner's Na/me,Address and Tel.No. Sad - 71— Assessor's Map/Parcel I J'`�d nn�S�'10/-o X q' JCx�I1� CA y 4 P O 30 7 9 w P an .s or OdG 7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.�r©,F—H a e-33 V y VVI v� er r✓► S Pa OA to.5 , pit r4r 124, Czc -�' "p- Type of Building: p� ' DwellingNo.of Bedrooms Lot Size A c red ft� a Garbage r 3/ q.... Garbage Grinder(No Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ® gallons per day. Calculated daily flow . gallons. Plan Date Ee; 7. Number of sheets 1 Revision Date Title fr2. t Se Ye Ave, VVN ; 1204r,i- Size of Septic Tank O f� �a 11 Type of S.A.S. CG ! z�✓�-rt ' L Description of Soil yi+ /o Y» -P OtoRniC 4 Ze 7.5yr S14, 5hrno br-n-Oh GGr re- .!:,a nd .Saw shw-C I ck- at", 01 l cu e r 1. 0-u fi'dVA S orne.. s - -�8^ I a A"—'C l5c j er 10 t j r 4,/1 a .W&L cv/��►�l{t r "1 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 Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by th_ _oard of H t Signed----- w Date Application Approved b Date 3 Application Disapproved for the following reasons Permit No. 900 Date Issued 717 ------------------------ �_ u THE COMMONWEALTH OF MASSACHUSETTS U, BARNSTABLE, MASSACHUSETTS (Certificate of (compliance THIS IS TO C RTIFY�hat the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded O ) Abandoned( )by d� e-k s,n S at �� Se yens-h ye. _ 1N 1.1 ya1�r�,-slJor has been constru ted in,accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. aoo S=d 9 Z dated 3 1 7 oS_ Installer Designer A The issuance of t 's permit shall not be construed as a guarantee that the sy tem ill functio s desig�d. Date 1 It i� Inspector �1 t No. 1_�)00S —Qq�-- ------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE. MASSACHUSETTS 30i9;poga1 *pztem (fonMruction permit Permission is hereby granted to Construct( )Repair( )Upgrade()( )Abandon( j System located at k y Se Jer-),4� ave . , Yy L4!d!t n n/J R6,r ' 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 d e of t�pei. Date: 7/U Approved b — r r r Page 1 of 5 �Y Town of Barnstable MASS t anx�vsrae�ae. 161 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. BOARD OF HEALTH MEETING RESULTS Held On Tuesday, March 1, 2005 at 7:00 PM I. Executive Session ll. Massage Applicants: APPROVAL A. Samantha Jane King, Marstons Mills — Proposes to practice massage PENDING A at European Skin Care by Basia, 832 Main Street Osterville. RECENT TB TEST APPROVED B. Cheryl Ann Lacey of Centerville. Ill. Hearing: ORDERED Chris McDonald, Subway—489 Bearses Way, Hyannis, operation of a food TO CEASE service establishment without properly trained and certified staff onsite. AND DESIST OPERATION OF FOOD ESTABLISMENT INDEFINITELY UNTIL ALL VIOLATIONS ARE RECTIFIED IV. Variance Requests/ Repairs to Failed Septic Systems: GRANTED A. John O'Dea representing Paul and Jacklyn Clayton- 87 Seventh WITH Avenue, West Hyannisport, 0.31 acre property, variances,requested CONDITIONS from section 360-1 and from 310 CMR 15.211 including proposed SAS would be 86 feet away from wetlands. (a) No more than three bedrooms are authorized at this property. (b)The applicant shall record a properly worded deed restriction,signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to three, before the applicant obtains a disposal works construction permit. (c) The engineered plans shall be revised to require sleeving of the water line in the area adjacent to the septic components. (d) The septic system shall be installed in substantial compliance with the revised plans. r 4 Bk . 1961. 1 Ps 7 4-1600 2 8 — —26 f _ DEED RESTRICTION WHEREAS, Paul C. Clayton and Jacklyn B..Clayton of P.O. Box 709, West Hyannisport,Barnstable County, Massachusetts ar6the owners of the property at 87. Seventh Avenue, Barnstable(West Hyannisport), Barnstable County,Massachusetts and being shown as lots 586 and 588,Block D on a plan entitled"Plan of Seaside Park at Hyannis Port, MA owned by the Seaside Park Association, Boston Mass, Aug. 1893, scale 100 feet to an inch, Fred O. Smith, C.E."which said plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 34, Page 23. WHEREAS, Paul C. Clayton and Jacklyn B. Clayton as owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V,Minimum Requirements for the subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works:construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds.by recording this document, NOW, THREFORE,Paul C. Clayton and Jacklyn B. Clayton do hereby place the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: Until such time as technology changes and the Barnstable Board of Health changes'its regulations or otherwise grants permission,said premises at 87 Seventh Avenue, West 1 Hyannisport may have constructed upon the lot a house containing no more than three(3) bedrooms. Paul C. Clayton and Jacklyn B. Clayton agree that this shall be a permanent deed restriction affecting the home located on 87 Seventh Avenue, West Barnstable,. Massachusetts and being shemweR46MAaR recorded in Plan Book 2467,page 210. Executed as a sealed instrument I'y day of « j Leo Owner's signature qw er's si ature r r z,_•r.;rs. COMMONWEALTH OF MASSACHUSETTS ss 7 20_,25- c Then personally appeared the above-named known tao me to be the person wh executed the f going instrument and Acknowledged the same to be free act and deed,before me, Notary Public #Rat#'P'Asic q,, h� P�r{yy� My commission expires: t �♦' S�P dI1YaP0T ... y �4dy opt. �t � rss:6�a� (date) r y BARNSTAEIE REGISTRY OF DEEDS Town of Barnstable t"E r° Regulatory Services Thomas F.Geiler,Director * BARNSfABLK 9 MAC' Public Health Division �63.q. 1m AFFp °i Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: GlQo S 4 Designer: Svl��v � C—AgMfe \n t Installer: Xi'AS6ztd'aTL Address: 7 ,:LrI,tg,, Address: L AW O f-& Dslruk, MAC On 's— _ �w s� was issued a permit to install a (date) (installer) septic system at Seare�a 1 Ni-91 W, 96,1- based on a design drawn by (address) Sv `v� En dated z.h/os- eev. _(design ) ✓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 Installer's Signature) SU N @10.2973� NI Civil. (Designer's Signature) (Affix Designer s'Starnp 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:Health/Septic/Designer Certification Form TS COMMOMALTHaOF MASSACHUSET Department of Labor t Industries and Department of Public Health NOTIFICATION OF DELEADING WORK All sections of this form must be completed is order to comply with the notification requirements of M.O.L. c.111 S 197, 454 CMR 22.00 and 105 CMR 460.000 as most recently amended i FILE NUMBER: (AGENCY USE) Contractor performing proje-LO'.e., SWIrd�n".1k Ueense # S� f Exp.date ro Lead Paint Inspector Yy.lylf��lc� License yC�73(4 Date of Inspection O3-09•-%, If low-risk deleading work is being performed, complete the following line: Property owner Address of Project Building Name (if any.) Floor .Street Address Apt. No. Cityri-W7Lajn_j 7' Zip Deleading Method Wet/Dry Scraping Heat Gun Caustics Liquid Encapsulant; Covering Demolition Replacemen Other If "Other selected; please explain Check One: dwelling is multi-family single family v� Start date 13 2ea qq� Completion date 3 When will work be done: A.M. _ P.M. �� Weekends? AjC) Project Supervisor's name d.�l�� L._�,��.4—iY33 License t# Property Owner kn +kf---, ul 0,64 &A Address 9 Attu city AL —4Ay1tS9doZ7" State in Zip Telephone �-- `1 (-- (y7,9N In case of emergency contact. �-o S 111,one: clay ,5,0175 - C>Q ----- evening 17 a AI (over) ` PINtild , accordance awrith: a achusetxa Ganexal -laws c.g111 .4 ;19-1 CMR22.00 and:,IOb CMH. 460.uuu notice g YlY� ; . fOotitfi�k �`aretliYdfitnt)�ir�ti ` ' i . iwd b atMfoild+intr,riala rA 4. p�rrohe, si to iv 6 . a bsginnlnp of elik 41 r � r r x .g '.- .. .. t .'G. 'ZSJ ", y�ai.`,, t4� 0. 'Y,J,�• :.l Ar:. �1 i. occupahte of%tfio�i welii.nq.,Mnit 2. All other occupants of the residential premises, if any 3. Director, Childhood Leading Poisoning Prevention Program Fax (617) 753-8436 Department of Public Health, 470 Atlantic Avenue, Roston, MA 02110 4. Director, Asbestos 6 Lead Program Fax (017) 727-7568 Department of Labor 4 Industries Room 11006, 100 Cambridge Street Boston, 'MA 02202 5. Local Board of Health/Code Enforcement Agency 6. Massachusetts Historical Commissi„u (If premises is'listed on the State Register 220 Morti5sey Blvd. of Historic Places, this notification must be Boston, MA 02125 made tipon receipt o1 an Order to Correct Violations or at least 30 days prior to initiating preventive deleading) Fax (617) 727-5128 Deleading Contractor The undersigned hereby states, under the pains and penalties:of`° —r ury that he/she has read-and understood the Commonwealth of Massachuietti Deleading. Regulations,_,.a54',,CMR 22.00 and Leading Poisoning Prevention`..and Control. Regulations, 105 CMR 460.000, and that the information,.contoined -in. this ._ notification-its_.:true .and,.correct to the best of bis/hi kriowl:edge.and belief. �;r - .. Date Signed rer—�--=-- Title: d Company: t tC t : , r bxaar (f'f ownor or unlicensed owner's a ent `will be. rforaii low->dak efe3eadin work) . 9 Pa ng Y certify:,..that:?'`! have :con pliedviththe training. requirenents xof ';the , Commonwealth of Iasiachusett6 Lead'Poising Prevention and Control,Regulatlons, 1t15 CMR 4b0 175 ,}fior ownear/:ageltt..low-risk:abatealgnt and containment I further certa f ata or lay;agent::will be .bier#grng w R the.foilawxng o>ai+ iek "activities (I have circle ':all that i h: applyiN -liquid ettcapsolant capping baseboards applying 4exZlarinr vinyl e�Hing,. cov,•erirg surfaces removing doors, cabinet doors, shutters - I certify that all the information contained in this notification is .true'and correct to the best of my knowledge and belief. 7. Date- Signed: 1 RFV 10/12/95 i' Dml�adina ConGr4aCor , The undersigned hereby.,states, under the pains and penalties he/she p p lties of perjury, that has read and understood the Commonwealth of Massachusetts Deleading Regulations, 454 CMR 22.00 and Leading Poisoning Prevention and Control Regulations, 105 CMR 460.000, and that the information contained in this notifications is true and correct to the best of his/her. knowledge and belief. Date -5�)UU Signed_. President titre: Company: American Home& Environmental Inc. Propdrty Omer (If owner or unlicensed ownaC'> agent wi11 be urf:, u,!,,.; , r I certify that I have complied with the training requirements of the Commonwealth of Massachusetts Lead Poising Prevention and Control Regulations, 105 CMR. 460. 175, for owner/agent low-risk abatement and containment . I further. certify that I or my agent will be performing the following low-risk activities (I have circled all +•I , . i � ;gip:i,i •I� .,,. . ,..,. . s , LOCATION SEWAGE PERMIT NO. �P� : VILLAGE _ INSTA LLE 'S NAME i AD; NESS O UILDEIII OR 0 ER DATE PERMIT ISSUED DAT E C 0 M P L I A N C E ISSUED \� � �\ ^ ` v) '� fi i t �� � � -s, �� 1 �_ � ', �. . "" • - +" i f No....80- FEs..... ... .00....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................... Town.......OF....Barnstable........................................................... Appliration for Dispaii al nrki Tomitrurtiun Prrutit Application is hereby.made for a Permit to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at: .............. .................................................................................................. Location-Address or Lot No. Ravx._PaIz].. ]aftarL 6_S xgerit_S92 ....... Owner Address W .A..s�..B_-��ssgQOa.-��xY.�C�......................................... ...�28-.Bi�ho�s--Terrace.l.__Hyannis,_..MA 02601 Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.........3.................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—Type of Buildiii ........ No. of persons.............3............. Showers — Cafeteria a Other fixtures ---------------------------•-••. . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity------------gallons Length................ Width................ Diameter________-___-__ Depth................ W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit-__-_-__.____..___-- Depth to ground water........................ GT4 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water----------------------- -------------------------------------------•-----•--------------------------....... -----:__.----.................... O Description of Soil....ga ..._.•........................ x ------•••-•••--•----...•-------•-•-•-----•---------------- W ••----• -•-•----------------•--•---•---••-------•--•--•--•-•--------......----------------••-••--•---••••.....I------------------------------------------------------......--------------------------- UNature of Repairs or Alterations—Answer when applicable._..._ ..gra-.Cast stone__:Packed_.leach.jit•--.overflow�:�................. ..•----- ----------•------------------------- ................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iiL7:, y g g p y of the State Sanitary Code—The undersigned furtl era agrees not to lace the system in operation until a Certificate of Compliance has been issued by the board of health. Signed_ e� ------ /z /. o - Date Application Approved BY-------- -----------------------------•---------------••-------------------------------- ---_-----3/2.?/.,80_.......... Date Application Disapproved for a following reasons:........................................................................................... a.e-------------- --•-------------------------• •--------•-•----------------•----------------------...----•-•-- .... Date Permit No80........ _/................................. Issued...........3�-.----------�...?. Date i f 80- . .00/�/� No-------------•--_...... Fss........ .. ...... .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 own OF Barnstable ........... ....... . . . ........... �ppliratiun for Uhipoii al Workii Tunitrurtitun Vamit Applicati6A`is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 586 Seventh.Aye.A Hyannisport, MA• .... --...-••-... ..... ............•-------...............-•---------..........-•------------------------....-----------• Location-Address or Lot No. Rev. Paul Clayton ...........................................................Sn S , ea ...MA- 02192 Owner Address A & B_Cesspeol Service 128 Bishops Terrace, Hyannis, NlA 02601 Installer Address QType of Building Size Lot...... ...................Sq. feet aDwelling—No. of Bedrooms........... ...............................Expansion Attic ( ) Garbage Grinder ( ) p l Other—Type of Building ............................ No. of persons--------------3........... Showers ( ) — Cafeteria ( ) Q' Other fixtures -----------------_----- ---- - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length________________ Width................ Diameter-------_-___-_. Depth......._........ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area......_.............sq. ft. Seepage Pit No____________________ Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 04 Percolation Test Results Performed by.........................................................................- Date--------------......................... 04 Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water-.-_--------____--____-. (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_.-___-_-__-_-_--_--_--. W D Description of Soil.....San -•••-•••••••••---------------•-••---•.............._••--.-•-•--•--•-•-...---•-------•-• -----••--•.-•••-•-- -•---- . ...... .... -----•...•. x W -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------........................ A _ Installation of a 1,000 gallon pre-cast U Nature of o.%8 Ieac itio s (ovenn n applicable-•----•--------------------•------•--.....--•--•-•------......... --------••--•----------•--•---••••----•--•----•-•--•••••--•••••••--•-•-•-••••---••...................••••-•-•--------------------•-•-•••-•••-•------------------•••-••---••---•---••-----•.._.......•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with r, the provisions m r r.•of 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation,until a Certificate of Compliance has bleg issued by the board of health. Signed_ Lr ;.=� � e-�� , 212 7 80 rfCJ....... . ; 2D�80 Application Approved By---•-•• --------------••••-••••••-••-•-•••---••-•--•--••............•------•----••--•--•--- 3/ 7/ - --- -- Date Application Disapproved for t e f ollowing reasons-------------------------------------------------------------------------------------------Da.t e.--...._.._.._ ....................................................-.......................................... •-••-•-•-••••--•-•••••••----------•--••--•••-••------------•••••----••-•--••-......•--••---......... Co— te - a. Permit No.••---.....---�� ------•-----------•------------- Issued 3��7�8...............-••-•-......-- Date t•u ..T,HE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........' Town .Barnstable 9rdifirtt#r of Tnutpltanrr T S TO CFR„TIF Tha I d�vidual ewa e Dis sal S-ste ons r •ted ( ) or Repa' ( X) A N dhspooi aervPi�e, tl i s- 'krz ce, yannyis, � �c�l -- 777-� by----•--.-------•----•-----•--------•-------•-----•----------------•------------•-----•----.-.----------------...........----••----•-........_...........--•-----•-•-..............--•-•-•-•---...... 586 Seventh Ave., Hyannisport, MA _""'R6v. Paul Clayton at...................................................................................•-•••-••-••-•--•-------------•--•-------•----•••--••••••---•--••---•---•-•-•••-•-••-----....................... has been installed in accordance with the provisions of TI$ - 5 of The State Sanitary CV l escribed in the application for Disposal Works Construction Permit No_____________________Atl...__...._. dated------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONS RUE® S A GUARANTEE THAT THE SYSTEM W! L F NCTION SATISFACTORY. DATE .`..` . .�✓-------------- Inspector.... . -•--•••_.... fi.. ,414 . ------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HETH .t, _ Town Barnstable No 8o All OF..:.................._.................. ..... $ 5.00 ................•••• FEE........................ Raposal Vorkgdun it iun rruti# A & B Cesspool Service, 128 Bis ops Terrace, Hyannis, MA 02601 Permission is hereby granted.. --- ----------------------- g -------------------•---------------------------------------------------................. to Constr c (Se�eritFZe�ve. x an Iudpi)k Sv� a e Disposal Siatll Clayton at No.............. . yannis o Street 80- /y/ '�/,r'7/VO as shown on the application for Disposal Works Construction Permit No.__................... Dated.........................7/80 Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS M o •• . Legend: Lot 590 1 ` •• / N/F ' I Lawn e Stephen G & Ann.Corridan I �. _. Deed Book 12224/320 I r n8 o�� N � Deciduous Tree FEMA zone Line \ • ri as Shown on FIRM nwip• - Pan el /250001 0008 D 9 b •e p �. •• i \ e e 1 Ed a of Lawn p L Coniferous Tree re.-c 160f' ® Catch Basin f I 8-6------ �, Wetland Flag # - Stones 00121.0' O CBC - concrete bound center Slate 81 Patio • �+ °8 W 1ild d 0 BRB - Barnstable rood bound ; o .. Garage o g.Stone Dri . i:. Utility Pole Top of o I Bank ohw Overhead Wires � � ". (Town Detlnitlo i i Hya � i , r 50, ! S 'rn •' r —20 Major Contour I 2 r Ur !•' Lawn Sufis, S' :-a � --11- - Minor Contour 1 E S �' E ' LOCATION MAP: Lawn o Scale: I" = 2000'f B r, \:'� #8'7 c� o / t 2 St , w/f gc r, i \` \ Dweling Wood . 0 1 ASSESSORS REF.., AL !� % f Deck P OPOSED. SEPTIC . e UPGRADE O o . (SEE SEPTIC:NOTE 2) Map 246, Parcel 149 Lots 586 & 588 (SE SHEET' 2 OF 2) 7.8 f y o r ( - OVERLAY DISTRICT: i \ PROPOSED kRK LIMIT 10' z Wetland •Upland! ro ': (SEE SEPTICI NOTE i1) , I ;� I MIN. O TCL AP - Aquifer Protection District Plot lot �_ 1 1 PROPOSED RELOCATED a$ :, As Shown on Plan Entitled A3 �• *A TER LINE � _1 -_ �` _ "Revised Groundwater Protection Lawn (SEE SEPTIC NOTES .3 & `,) • \�y cec Overlay Districts" - April, 1993 � �` ' °� EXISTING EPTIC SYSTEM' 000 a d�� � AL i 4` ( EE SETIC NOT€-12) -W � " FLOOD ZONE: Wood Boardwalk BRB. 165f'(rec}S i — - - _ BRB r ', 4 Fnd - -- - -- - Fnd Zone B C & A10 (EL 11) u \ !r Conc Shuffle Board Court TBM EI=18.8' NGVD Community Panel No. top of BRB #250001 0008 D July 2, 1992 m� Top of Coastal Bank 1 / \ I. o ti (Town Definition) 1 �• ZONE: B4 1 \ �O Lawn /............ Area (min.) 43,560 SF Ede of Marsh as Flagged )g by ENSR 081OCT104 \ \ O Width a min 20' \ \ \ \ \ \ \ � � P►ne Street .�___- ---__—'�� ` s Width (min) 100 5�\ \'. \ \ V 6Wk6 Setbacks: \ \ \ \ (46' Wide. L Public Way) ` r-- I BRB LTV" Front 20' B � Fnd \ �'IVU.�VI Side 10' \ I i Stone Drive -- V R0.29733 Rear 10' CIVI \ L_____7--------i- A6 \� \ / Lot 582 / f Edge of BVW as Flagged \ \ J NIF by ENSR OBIOCT104 1 1 g I�\ 1� �\ \ � \ i I ;'Donald Qt Mar art A Gnoll \ \\\ / Deed Book 16117/116 , Revision: Add Perc Test & Resize Leaching Area 03/07/ l - Title: PREPARED BY: PREPARED FOR: PLAN NOTES: ' - Proposed Septic Upgrade Ca esuf'V 1.) The property line information shown was � Sullivan Engineering, Inc. p Paul C. & Joek/yn Clayton compiled from available record information. Q A 7 Parker Rood A CID pp•� �+ t PO Box 659 PO BOX 709 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 02655 ®/ Seventh Avenue ryc (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fox W. Hyannisp.ort MA 0 672 from an on the ground survey performed on Bamstable (w.Hyannisport) , Mass PSu/lPEQaol.cam capesurv0lcapecod.net . � 24/Nov12004. Draft: JOD Field: WHK/RRL 20 0 10 20 40 Date: Scale: '„- 20 Comp/Review: PS Comp/Draft: WHK/RRL 3.) The datum used is NGVD '29, a fixed.mean February 7, 2005 , Proi # 24027 Drawing # sea level datum. •� t p c { 1 r , �Finish(3ade F.Q.II..16S ' F.G.II..17.5 T 4'-,,,�..E�i"''T .T is_..'-�,;K�,rrr.---- -� �t.u. 3'Max � in l., i� Ati t,..�-s-�._K 7LU.M'��` Filter See Note 7(t".) 9"Min C=*Med Fill Fabric 1 2" r- Poo Stone .15S Too II.148 � 4 10" 1500Gallon 14,. Septic Tank N. D-Box 1 3i4"-l ln" "'. ' Double Washed H-20 H 20 } Remove oReplace �� . F1owE ttilimcs Leac > ��*�' All Unsuitable Soilawirhm5'of +•� LEACHING Stone F, As Required ��taEi9si' .:'.. Fl. .8 ',6: Leaioh4 The Outer Perimeter of'1Le3yaan 2' , a� CHAMBER N & H2O ':' . . . . . . . . at. .11.8 8� Bedding"T"s,&Baffels I---4'-lo^ lo' as Per Tide 5 10,Min.-Slab - a 12'-10" Fouaciahan DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Oroundwmer ft El.2.5, CROSS SECTION OF CHAMBER Per T.O.S.Groundwater Maps NOT TO SCALE NOT TO SCALE SEPTIC NOTES PERC TEST: 10,892 DESIGN DATA 1.The Proposed Septic Upgrade Requires a Variance f PERFORMED BY SULLIVAN ENGINEERING Single Family-3 Bedroom to the Town of Barnstable Chapter 360,Article I,Section 360-1 WITNESSED BY DONALD DESMARAIS,R.S. With NO Garbage Grinder (Setback Distances to Water Bodies...) 100'required-86'Provided. MARCH 3,2005 Daily Flow=110 x 3=330 GPD Septic Tank:330 GPD x 200%=660 GPD 2.The Proposed Septic Upgrade Requires a Variance to TEST HOLE - I EL. 17.2 Use 1500 Gallon H-20 Septic Tank i 310 CMR 15.211(Minimum Setback Distance to Property Line) •4" LOAM&ORGANICS 16.9 1, 10'Required-3'Provided(Pine Lane)-7.8'Provided(Seventh Avenue) a 3.The Proposed Septic Upgrade Requires a Variance to A LAYER 7.5YR 5/6 LEACHING AREA 310.CMR 15.211(Minitnum Setback Distance to Water Supply Line) STRONG BROWN Perc Rate=1"in 6 Min. 10'Required-1.5'Provided(Septic Tank)-6.3'Provided(Leaching Facility) COARSE SAND 4.The Proposed Water Line Shall be Constructed in Coordination With LTAR=0.68 14" SOME STONES 16.0 330 GPD 0.68=485.3 SF Required 1 Barnstable Water,and Shall be in Accordance With 248 CMR 1.00-7.00 / C 1 LAYER 10YR 6/8 &310 CMR 15.00.The Town of Barnstable Board of Health May Have BROWNISH YELLOW Bottom r 2=12'-1 "26')2=155.3 SF Additional Requirements. MED.SAND W/SOME FINES Bottom Areal 1rovide x 26'=333.6 SF 488.9 SF Total Provided 5.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours SOME STONES # Prior to Any Excavation For This Project the Contractor Shall Make 24" PERC TEST 15.2 LEACHING CHAMBER DESIGN the Required Notification to Dig Safe(1-888-344-7233). 9"TO 6"IN 20 MIN. N O 6.The Contractor is Required to Secure Appropriate Permits From Town 49" 6.7 MIN.INCH 13•2 All Pipes to be Schedule 40. Use � Agencies For Construction Defined by This Plan. C2 LAYER 10YR 6/1 2-500 Gal.Leaching Chambers in a PM_ R 7.Install Risers to Within 12"of Finished Grade. GRAY 12'-10"x 26'Washed Stone Field as Shown. + SULLIVAN 8.All Structures Buried Four Feet or More or Subject 120,11 MED.SAND W/SILT&FINES 17.2 to Vehicular Traffic to be H-20 Loading. NO GROUNDWATER ENCOUNTERED Ci 9.Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 1 Board of Health Regulations. 10.All Piping to be Sch.40 PVC. 11.Work Limit to Consist of Hay Bales Lined With Silt Fencing. 12.Existing Septic System to be Removed,or Pumped and Filled With Clean Material. Revision: Add Perc Test & Resize Leaching Area 103107105 Title: PREPARED BY.- PREPARED FOR: PLAN NOTES: Proposed Septic Upgrade Sullivan En ineering, Inc. CapeSurV 1D At PO Box 559 7 Porker Rood Ostervi!!e, MA 02655 1a6 D�Osterville MA 02655 Paul C. Jaoklyn Clayton 87 Sevent�'/,I Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax � PO Box 709 ,V PSullpEdool.com capasurvOcapecod.net Barnstable (w Hyannisport) , Mass. W. Hyannisport MA 02672 Draft: JOD Field: WHK/RRL S N Date: February 7, 200J� Scale• 14S AlOt6d Comp/Review: PS Comp/Draft: WHK/RRL l�/ Proj # 24027 Drawing # _ a Legend: Lot 590 I '•"• N/F J Lawn I •• �• o Stephen G & Ann corridan ••. •. CQu Deciduous Tree Deed Book 12224/320 I A A V I ••n ' 's FEMA Zone line �; .` i •...� AA•'�' n � - � • •• �7 as Shown on FIRM ff Panel 1250001 0008 D \ i te•✓ y.�•p a © j ( Edge„ f la own , ! \ L1 � u' r ;� y Coniferous Tree / ................. ' % Y. / 160f' rec ® Catch Basin -�� .�• D�!- Wetland Flag \ , stones an�21.0 t .r 0 CBC concrete bound center slate �h Patio y o Stone Dri l l 'e$ W �i 1 a -d _ BRB — Barnstable road bound 11 ' Garage ; �!c ' o -<D- Utility Pole `t , Top of o I Bank �', rn ✓. • `V —ohw— \' { (Town Definitio fly Overhead Wires tt` / ; I / Y * « —20 Ma or Contour I ! so• (S ` z • J ! 'A2 t Lawn /8-ff., FF 6 Minor Contour I Fio �� n :o S ; ca - �—�. LOCATION MAP: m �Q.� �J N i Lawn o Scale: 1' = 2000'f #8 7 0 o ' 82� 2 Styl w1f ric T woad Dwelling o I ASSESSORS REF.: Deck P OPOSED SEPTIC� C � 3 •: (SEE SEP17Ci NOTE 2) Map 246, Parcel 149 (/ UPGRADE 'f o 1 ( 1 / ' Lots 586 & 588 (SE SHEET 2 OF 2) a 7.8 ^A �` -; OVERLAY DISTRICT PROPOSED ORK LIMIT 10' z Wetland/ Uplondi ; \. (SEE SEPTIC' NOTE 11) \ i MIN. T a AP — Aquifer Protection District Plot of PROPOSED RELOCATED �� ' fD As Shown on Plan Entitled I A ! Lawn T7_ "Revised Groundwater Protection A R LINE I e3` (SEE SEPTIC NOTES -3 &`,) • \ly e / cac Overlay Districts" — April, 1993 1 �. 000 EXISTING EPTTC SYSTEM' nd :./ A4' / (SEE SE NOTE i2) W " FLOOD ZONE: Wood Boardwalk BRB 165f'(rec) _ _ _ _ _ _ BRB J Fnd — — Fnd Zone B C & A10 (EL 11) i _. u / / Conc Shuffle Board Court TB ofl BR88' NGVD Community Panel a #25DDD1 DDD8 D ^ \ \ s ' / July 2, 1992 X Top of Coastal Bonk 1 �., `� \ / flnition)B4� 4 1 / ........ NE (Town De � � ,, o � � Lawn t � �.. , ..�.. ZONE: RB Area\ �m :ti i / G Fron is eln(m n)�20'560 SF Edge of Marsh as Flagged j by ENSR 081OCT104 ,\\ \ 1 \ ti et 1 / �' __ �� TT Width min) 100� Pine ) StreI --- ` Setbac�s: AL B5�\ �' \ Front 20' \ \ \ \ (4`0' Wide L Public Way) \ I r--- BRB SUWVAN Stone Drive Fnd \ •�7� Side 10' \ \ \ .tiL_ ------- --- } CIVILAIL Rear 10' A6 / Lot 582 \N Edge of BVW as Flagged \ ` \ ; N/F by ENSR 081OCT104 \' i I \\ � \ i /bonald & Margart A Gnolf �1 Deed Book 18111/116 Revision: Add Perc Test & Resize Leaching Area 03/07/ — Title: PREPARED BY: PREPARED FOR:. PLAN NOTES. Proposed Septic Upgrade Ca eSuf'V 1.) The property line information shown was P P Sullivan Engineering, Inc. p Paul C. & Jaeklyn Clayton compiled from available record information. At PO Box 659 7 Parker Rood c m Osterville, MA 02655 Osterville MA 02655 PO BOX 709 87 Seventh Avenue (508)420-3994 (508)420-3995 fax 2.) The topographic information was obtained (50B)428-3344 PSWIP ftal.c5 fax capesurvOcapecod.net , W. Hyannisport MA 02672 from an on the ground survey performed on 0 Barnstable (w Hyannisport) f PSu/IPEOaal.cam Mass. 20 p 10 20 40 24/NDV12004. Draft: JOD Field: WHK/RRL Date: Scale: n e 201 Comp/Review: PS Comp/Draft: WHK/RRL 3.) The datum used is NGVD '29, a fixed mean February 7, ZOOS sea level datum. Prof. # 24027 Drawing # F F II..19.2 Fiaiah(bade F.O.EL.165 - F.O-II..17.5 3'Max. 1t� , �� ;, 1r4�'!s-,.u�- ,r�.'J�,_� .3�� '�,�jf, 1�� �iy,_+;., fi...�?!n=-t, Filter Sa Note 7(typ) 9"min Compacted Fill Fabric '+"'' ` lib"-1/2" 2 4i � Tao II.14.6 I500 Gallon MIN. 3� �' 3' Septic Tmilc D-Box r s' a . . « . . . . . . . `� sia^-l1n^ 1 H-20 H-20 '.; R®ove&Replace - - Double Wa&ed Flow ttili7eta '`5�, a a`" .` ,'Y�+ pllUoauitebleSoilsWithm5'of LEACHING Stan AsRegttit'ed � s.g � `• The Outerl'Wimeterof7beSystm 2' u.. > CHAMBER . ..u->z. H-20 � "r H-20 � ri ,But. . 1. « . . . . Bedding"T le Baffels 10' � as Per Titles 4'•10^ Ti 10'Min.•Slab a 12'.10" Founclatian DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Groundwater M.2.5t CROSS SECTION OF CHAMBER For T.O.B.Groundwater Maps NOT TO SCALE NOT TO SCALE F SEPTIC NOTES PERC TEST: 10,892 DESIGN DATA 1.The Proposed Septic Upgrade Requires a Variance PERFORMED BY SULLIVAN ENGINEERING Single Family-3 Bedroom to the Town of Barnstable Chapter 360,Article I,Section 360-1 WITNESSED BY DONALD DESMARAIS,R.S. With NO Garbage Grinder (Setback Distances to Water Bodies...) MARCH 3,2005 Daily Flow=110 x 3=330 GPD 100'required-86'Provided. Septic Tank:330 GPD x 200%=660 GPD 2.The Proposed Septic Upgrade Requires a Variance to TEST HOLE - 1 EL. 17.2 Use 1500 Gallon H-20 Septic Tank 310 CMR 15.211(Minimum Setback Distance to Property Line) 4" LOAM&ORGANICS 16.9 10'Required-3'Provided(Pine Lane)-7.8'Provided(Seventh Avenue) • A LAYER 7.SYR 5/6 LEACHING AREA 3.The Proposed Septic Upgrade Requires a Variance to 310 CMR 15.211(Minimum Setback Distance to Water Supply Line) STRONG BROWN Pere Rate=1"in 6 Min. 10'Required-IN Provided(Septic Tank)-6.3'Provided(Leaching Facility) COARSE SAND LTAR=0.68 4.The Proposed Water Line Shall be Constructed in Coordination With 14 SOME STONES 16.0 330 GPD/0.68=485.3 SF Required Barnstable Water,and Shall be in Accordance With 248.CMR 1.00-7.00 CI LAYER IOYR 6/8 Sidewall=2(12'-10"+26')2=155.3 SF BROWNISH YELLOW &310 CMR 15.00.The Town of Barnstable Board of Health May Have MED.SAND W/SOME FINES Bottom Area=12'-10"x 26'=333.6 SF Additional Requirements. 488.9 SF Total Provided 5.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours SOME STONES Prior to Any Excavation For This Project the Contractor Shall Make 24" PERC TEST 15.2 LEACHING CHAMBER DESIGN the Required Notification to Dig Safe(1-988-344-7233). 9"TO 6"IN 20 MIN. H OF 6.The Contractor is Required to Secure Appropriate Permits From Town 48" 6.7 MIN.INCH 13.2 All Pipes to be Schedule 40. Use � Agencies For Construction Defined by This Plan. C2 LAYER IOYR 6/1 2-500 Gal.Leaching a Chambers in �PUER 7.Install Risers to Within 12"of Finished Grade. v ! GRAY 12'-10"x 26'Washed Stone Field as Shown. Suu«i � '' � 8.All Structures Buried Four Feet or More or Subject 120" MED.SAND W/SILT&FINES 7.2 40.29733 CIVIL � to Vehicular Traffic to be H-20 Loading. j NO GROUNDWATER ENCOUNTERED „ , �® 9.Septic System to be Installed in Accordance With 310 CMR 15.00& f3/ 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable \�� ®� Board of Health Regulations. N 10.All Piping to be Sell.40 PVC. 11.Work Limit to Consist of Hay Bales Lined With Silt Fencing. 12.Existing Septic System to be Removed,or Pumped and Filled With Clean Material. Revision: Add Perc Test & Resize Leaching Area 103107105 Title: PREPARED BY: PREPARED FOR: PLAN NOTES: Proposed Septic Upgrade Sullivan Engineering, Inc. CapeSurvCb At PO Box 659 7 Parker Rood D� Clayton Osterville, MA 02655 Osterville MA 02655 Paul C. pG rJackl yn rt 87 Seventh Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax PO Box . 709 tV Mass. PSu/IPEQvol.cam capeerurvOcapecad.nat W. Hyannisport MA 02672 Barnstable � Hyannisport) , Ir. -� Draft: JOD Field: WHK/RRL N Date: February7 2005 Scale: AS NOW Comp/Review: PS Comp/Draft: WHK/RRL Prof. # 24027 Drawing # . i I Legend: •. Lot 590 ' .••. •'"' .. / I .awn N I ' /F _. \ Stephen C de Ann•Corridan I � Deciduous Tree e �{ FEMA Zone Line 1 i Deed Book 12224/320 I p v 1(�� as Shown on FIRM I l n"• Panel #250001 0008 D ; Edge;•of Lawn ,�� �� _ f:�.,.....:L --- . +1 � , Coniferous Tree f .•�- .... �•�: •..................\ .� � Mseh.... ,�, 160f' rec ® Catch Basin Wetland .Flag T.::...... 8.6' tz — stones an 2 1.0 ' `5;? f 0 CBC — concrete bound center .., Slate �a 0 BRB — Barnstable road bound B1 o patio I Gara e S \� ' 8 YV sla d j g o � stone Dri % c 1 s+° Utility Pole AlV Top of al Bank —onw— Overhead Wires olr (Town Deflnl ; c y, •" , �. —20 Mayor Contour I A2 J t SO: r Lawn Minor Contour l SFpr�� 8 POO* LOCATION MAP: Lon O o /t / #8 w O .3 Scale: I" = 2000'f 6 H •A +! 2 Sty w f ric ° PAR fit - ;i l \ 'I Wood , D wel.in g o ASSESSORS REF: t j t Deck PROPOSED` SEPTIC SULUVAg. s —" 1 /� i ° UPGRADE 3 (SEE SEPTIC:NOTE 2) Map 246, Parcel 149 CIVIL ' � r � ,l �;�' � ' '�f :.Lots 586 & 588 (SEA SHEET, 2 OF 2) 7.8'± a ^� PROPOSED ORK LIMIT y i5 OVERLAY DISTRICT: �9 Welland) U land. (SEE SEPTIC' NOTE 11) + i 101 O Plot o x , I MIN. a AP — Aquifer Protection District 06+� ! lot Cl ; } PROPOSED RELOCATED—' cb A3 a I s o zr :� As Shown on Plan Entitled C) i Lawn V�'ATER LINE j ,— •� —_ t — : „ I ! Revised Groundwater Protection e3' j (SEE SEPTIC NOTE 3) " \r I ' Q e W cec Overlay Districts" — April, 1993 EXISTING EPT7C SYSTEM i P��N O rl nrV t 1�L I I )A j/� W a� •�, �,. � A4' (SEE SE TIC N-UTE T2) , _ R1C tAgD BRB 165E (rec)J - - - - - - - ) FLOOD ZONE: Wood Boardwalk Fnd BRB c n 9 Fnd o LH"t�r�?'"X I u Zon e B C & A 10 (EL 11) #34J,L I w ; \ / `• Corc Shuffle Board court Community Panel No. TBM EI=18.B' NGVD I\ #250001 0008 D cV J�p 1 ' Top of Coastal Bank 1 / - ' - e July 2, 1992 rtif- (Town Definition) t `i Bop -nO Lawn y�. ZONE. Ede of Marsh as Flogged m� 'ti • I r Area (min. 43,560 SF g by ENSR 08/OCTT/04 r \. \ JStre t r" / Fronts a (min) 20� P►nee` / Width (min) 100' L Public r I _____ .!___----�---- Setbacks: \ ` (40' Wide i Way) i r-- elzB Front 20 N. I Stone Drive Fnd \ Side 10' -- 1 Rear 10' A6 \�ti• L_ --j-------- --- �\ rn Edge of BVW as Flogged \ \ / LONE 2 by ENSR 08/OCT/04 1 1 /bonald dr Margart A Gnoil Deed Book 18171/116 ' I Title: PREPARED 8Y.• P{SPARED FOR: PLAN NOTES: Proposed Septic Upgrade Ca eSury 1.) The property line information shown was Sullivan Engineering, Inc. p Paul C. & � J Jaekl r Clayton compiled from available record information. At PO Box 659 7 Parker Rood 1' Osterville, MA 02655 Osterville MA 02655 PO Box 709 87 Seventh Avenue (506)42e-3344 (508)42e_3115 fax (506)420-3994 (508)420-3995 fax 2.) The topographic information was obtained Barnstable w Hyannfspoft) , Mass PSU11PEOooLcom capesurv0capacod.net W. Hyannisport MA 02672 from an on the ground survey performed on j 24/NOV/2004. Draft: JOD Field: WHK/RRL 20 0 10 20 40 Date: . Scale: 1„_ 20, Comp/Review: PS Comp/Draft: WHK/RRL 3.) The datum used is NGVD '29, a fixed mean February 7, 2005 Proj. # 24027 Drawing # sea level datum. l _ FF I7..18.2 Finiab Orede F.G.II..16.5 - F.G.II..17.3 FdtQ See Note 7(typJ - 9"I m --..i ...: . Compaaed Fffi —..... Febrie Y x Pea Slane n n Too El 14.8 10" 1500 0-shan tir Septic Twik M'�I'N".' D-Box es ej H-20 I H-20 F cy 3r4"•11R" Flow uili7as LEACHING Doublstoat As Required <4- _ II 11 e I Leaching 2 7 - CHAMBER a i H-20 Chamber � , 1 t •' `.: l�Yx_ "' ._I.. Bot.S.11.9 1 _ Bedding,"T"s,&Baffels 10, - as Per Title 5 If Encountered F=ove&Replace - ( 4'•10". Ali Unmtable Soils Widda 5 of I0'Mitt.-Slab The Outer Perimeter of me Syst a u•io" ..Fomdaum DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Graundw�c F1.2St CROSS SECTION OF CHAMBER NOT TO SCALE Pa T.O.B.caauadwater Maps NOT TO SCALE SEPTIC NOTES DESIGN DATA 1 The Proposed Septic Upgrade Requires a Variance Single Family-3 Bedroom to the Town of Barnstable Chapter 360,Article I,Section 360-1 With NO Garbage Grinder (Setback Distances to Water Bodies...) Daily Flow=110 x 3=330 GPD 100'required-86 Provided. Septic Tank:330 GPD x 200%=660 GPD 2.The Proposed Septic Upgrade Requires a Variance to Use 1500 Gallon H-20 Septic Tank 310 CMR 15.211(Minimum Setback Distance to Property Line) 10'Required-3'Provided(Pine Lane)-7.8'.Provided(Seventh Avenue) LEACHING AREA 3.The Proposed Septic Upgrade Requires a Variance to 310 CMR 15.211(Minimum Setback Distance to Water Supply Line) 330 GPD/0.74=446 SF Required 10'Required-1.5'Provided(Septic Tank)-6.3'Provided(Leaching Facility) Sidewall=2(12'-10"+24')2=147.3 SF L 4.Water Supply For This Lot is Municipal Water. Bottom Area=I Z-10"x 24'=307.9 SF 5.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 455.2 SF Total Provided Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-988-344-7233). LEACHING CHAMBER DESIGN 6.The Contractor is Required to Secure Appropriate Permits From Town All Pipes to be Schedule 40. Use _ Agencies For Construction Defined by This Plan. 2-500 Gal.Leaching Chambers in a Gm 7.Install Risers W � a .to Wit hin 12 of Finished Grade. a _ 8.All Structures Buried12 10 x 24'Washed Stone Field as Shown. Four Feet or More or Subject to Vehicular Traffic to be H-20 Loading. iUt 9.Septic System to be Installed in Accordance With 310 CMR 15.00 �� 0w�• t Latest Revision and the Town of Barnstable Board of Health Regulations. ` eftft F16 V a 10.All Piping to be Sch.40 PVC. 4 11.Work Limit to Consist of Hay Bales Lined With Silt Fencing. s , 12.Existing Septic System to be Removed,or - - Pumped and Filled With Clean Material. Tt/e: PREPARED BY.• PREPARED FOR: PLAN NOTES: Proposed Septic Upgrade CapeSUCVSullvan Engineering, Inc.At PO Box 659 7 Parker Rood r° Osterville, MA 02655 Osterville MA 02655 Paul C. & JOCklyn Clayton 87 Seventh Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fcx PO' Box 70Q A` Barnstable (W. Hyar�hlsport) , Mass. PSudPE000l.com aaperaurvQieapeeod.net O ✓ ,V W. Hyannisport MA 02672 Dra let: JOD Field: WHK/RRL Date: February 7, 2005 scale: AS Noted Comp/Review: PS Comp/Draft: WHK/RRL Prof. ' 24027 Drawing f