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0878 OAK STREET (CENT./W.BARN) - Health
878 Oak Street g A =216 -096 Barnstable k i f 0 i i 2 UPC 12043 Wo, 53LBe tt,13C;�b.:y5,MN� �; � ��� 3 -- - - i , o , { ' . ., •gig u , r = I � k ,. R 16616 1�4-9 ' Ste, 145 J11 11 - 21"-3311 36 6-111 � rj -if' 23 Fraser/Oak St. �5 - 7BAITH. 878 Oak Street WINDOW` "Barnstable, MAE0Oo FREE.OVAL.FX < ' --------------------------------- N In ml� OC) N r- O Y I 2 U WI FU 287E D Co00 \\\\ ll7 J N OPS �— N \\ I\ - O - ---- -- — — _....---- .._. _� 28 17 2111 3616 4511 11131' 45 4" 25" 35" _ 2416 33 60 11 5716" �oU Note:This drawing is an artistic Designed:l l/10/2016 interpretation of the general Printed: l 1/10/2016 appearance of the design.It is i not meant to be an exact rendition. r" r. CERTIFICATE OF ANALYSIS Page,1 of 1 Barnstable County Health LaboMtOry (44AADOO) Report Prepared For: Repo..rf Dated:: 7131i201;5, Sally Desmond Desmond Well Drilling Order'No G15889.91 P:.O Box 2783 Orleans; MA. 026..53 _... ........ —_. __........ __....... - ; ' Laboratory ID# . 1588991-01,, Des'criptioni Vllater prmking Water Sample#:. Sample Location: 878 Oak;Street;W Barnstable Collected: 67/29/2015, Collected by:: bWD 9077.0" Received; 07/28/20.15; Routine M ITEM RESULT UNITS` RL OL:, METHOD#:; ANALYST TESTED. NOTE `Nitrate as Nitrogen 2 7` mg1L 0.10: 10 EPA 300 0 LAP 7/30/2015 Iron 0 14 mg/L: 0110 0.3' EPA 200 8 KK 760/2015 Mangan°ese; 0..0059 mg/t t);oo30 0.050 EPA 200.8 KK• 7/30/2015 i RH 6:0 PH AT28c: NA 6 5 8;5 $M;4500-H-9 DGB 7/29120.1..5 $pdiu(n 65 OV14 OAG 20 EPA200.8' KK 7/30/.2015 Total Coliform Absent PIA: 0 0 SM 9223 RG' 7/2912016 Conductance 200 urnohslcm 2 0 SM 25108 OC8 712012015 Sodidrn level is above he rriaxium contaminant level; Those on a lowsodium..Oiet may Wrsh;:fo , wit a physlc�an :, A roved B Ailached please find the labOratory certified parameter list:: pp Y' (Lab Director) , ND"=None Detected. RL Reporting Limit;, MCL=Maicimum Gontaminantevel: Superior Court House;; PO Bax 427,, Barttstabie, MA 02630 Ph 508 375.6606 Massachusetts Department of Environmental Protection i Bureau of Resource Protection Well Completion Reports 1 Well Driller Please specify work performed: Address at well location: ............ .... ... ........................ New Well Street Number: Street Name: 878 OAK ST Please specify well type: Building Lot#: Assessor's Map#: Domestic 216 Assessor's Lot#: ZIP Code: Ej Num Wells: 006 02668 City/Town: Well Location BARNSTABLE In public right-of-way: GPS y, Yes jn No I North: West: 41.69277 70.34754 Su bd lvlsloritPro perry/Description: Mailing Address: 6 click here if same as well location addres Property Owner: Street Number:mm Street Name: JOHN CLARK 878 OAK ST City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02668 Board of health permit obtained: ,n Yes jn Not Required Permit Number: Date Issued: W2015 014 107/02/2015 a,. W.4 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock Auger Choose Bedrock-- ............................................................................... ......_.......................................... ................................. WELL LOG OVERBURDEN LITHOLOGY From ft To ft Code Color Comment Drop in drill Extra fast or Loss or addition ( ) ( ) stem slow drill rate fluid Coarse S Brown in Fast jn Slow j,� Loss j,l Addi 0 20 Fine To...... .. ....... .... . 20 40 �,. ....._._ .— _._ row Slow jri Loss j�::Add, 'i ll Fast jri ................................................ 40 60 Fme To Coarse S B-`r'o'wn n YES NO j Fast ,i Slow it Loss n Addi .�...... 6�, Lr....._..._._ ..,, I f i J I .f I 60 80 Fine To Coarse S (� Brown �' F........................I .................... ....Irl YES jn NO jn Fast jn Slow In Loss jn Addi ..... _.._... ........ :..................... 80 90 Fme To Coarse S b"�. Brown $' ( �� =YE,�S j} NO ja Fast jn Slow [ill Loss jn Addi L w� .........,.. . .. WELL LOG BEDROCK LITHOLOGY Drop In drill Extra fast or Loss or addition of Visible Extra From(ft) To(ft) Code Comment Rust Large stem slow drill rate fluid Staining Chips fl Choose Code jn YES ill NO j,� Fast jnmmSlow jn Loss jn Addition h Ye ✓ Ye ADDITIONAL WELL INFORMATION Developed L Yes jn No Disinfected L—qo ,i Yes in Total Well Depth 90 Depth to Bedrock Fracture No Surface Seal Type ne Enhancement jn Yes jil No CASING ti Is Casing above ground. From: 1 To: 0 From To Type Thickness Diameter Driveshoe 86 Polyvinyl Chloride Schedule 40 ry Ye SCREEN t No Scree From To Type Slot Size Diameter I Massachusetts Department of Environmental Protection m Bureau of Resource Protection—Well Driller Program a 4 ; Well Completion Reports(General) 90 Stainless Steel Well Point 6 t _ 1 L________.._-� 0.012 4 WATER-BEARING ZONES e DRYWELd From To ii Yield(gpm) PERMANENT PUMP(IF AVAILABLE) 2 Wire Constant Speed Pump Description Horsepower —, Submersible 1� Pump Intake Depth(ft) 85 Nominal Pump Capacity(gpm) 10 ANNULAR SEAL/FILTER PACK Water Batches Method Of From To Material Weight Material Weight (gal) (count) Placement (� Choose Material 6 �j Choose Material 6 — Choose One WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) 07/28/2G 5 Constant Rate Pump 6 12 _� 1.30 72 .� 0:01 F70 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured 107/18/2015 COMMENTS w. Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations, and this report is complete and accurate to the best of my knowledge. DESMON Supervising Driller THOMAS E Monitoring[M] III Signature Driller DESMOND III Registration# 764 THOMAS, DESMOND WELL Date Job Complete Firm DRILLING INC. Rig Permit# 023 08/07/2015 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. T c � t No. W P6 t 6 1 Fee BOARD OF HEALTH TOWN OF BARNSTABLE 0(ppYtcatton jor Vern Congtructton Permit Application is hereby made for a permit to Construct(�, Alter( ), or Repair( an individual well at: �1 $ ©ok Sk�) ,Eom � 21 b)00(. Location-Address Assessors Map and Parcel ��«ns�-r.J�ot,�.11�,0?,�g Owner Address Q.o- fox Z ) 63,E c �•s c�Z. 193 Installer-Driller Address Type of Building Dwelling J Other-Type� 1of,Building No. of Persons Type of Well L S`Vt�yu Py(- Capacity I U � levy., Purpose of Well �c�To:�� {..�f�/�� �t•Q S�apyyl� -�: -�t `07L.> Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi cate of Compliance has been issued by the Board of Health. Signed Date Application Approved By Date Application Disapproved for the following reasons: Date Permit No. W 7—G 1 Issued r Date -------------------------------------------------------------------------------------------------- ----- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(Altered( ), or Repaired( ) by ES 1�a-I LL...11� o ''// Installer at 7 8 0 4 EC._ !!�pg-p srm L''F_ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit NoW.2 015—61 Dated 'Z —,2 —/S THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. VV v "1 v 1 Fee BOARD OF HEALTH = TOWN OF BARNSTABLE f - 2ppricatior>r foreYr Cou5tructiorrermit Application is hereby made for a permit to Construct(�), Alter( ), or Repair( ) an individual well at: C0A4- .� ins. tl � 21 �looG Location-Address Assessors Map and Parcel Owner Address \ � P-o o-j. Z�1 ? 3,6c\,-elaoc\s . c)za53 Insta ler-Driller Address i Type of Building Dwellings Other-Type of Building No. of Persons T e of Well 4„SC.�1u6 PVC_ Capacity YP P h' Purpose of Well Rip • AS �5c 1 Si il�P� W�C.._- Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed �. ( _ {it Date Application Approved By �^ - Date Application Disapproved for the following reasons: C 2 Date Permit No. �01 7^G' Issued ( 5 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of (Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by :I)FSi'Y1 0Nn WELL lt2lk L/Y 0 Installer at :2 IL p4ZO has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No(A1026/S—61 Dated 7 —�2 --/5 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH _ - TOWN- OF BARNSTABLE / Vett Cou.5tructtort Permit ' No. �OI �f �I Fee Permission is hereby granted to Esm O/Uo Installer to Construct( ), Alter( ), or Repair( an individual well at: No. F3 C)4LJ IV Street as shown on the application for a Well Construction Permit No. �-o«r G(L f Dated Date 4 ^ 5 Approved By TOWN OF BARNSTABLE � ATION O OA SEWAGE# f V ,CAGE UJ (3A(A. ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY I M LEACHING FACILITY:(type) ( �.X(�� (size) NO.OF BEDROOMS 3 OWNER .S M;;,—T 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) Feet FURNISHED BY Z/1TLZ pn T F0 r� � yo ay ca sa 3g` c 3 yy� 3q �h TOWN OF BARNSTABLE LOCATION ��� l���iC Ji, ,�j SEWAGE# — VILLAGE &SESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /°®®® �,[� /X/ST/.�✓✓� LEACHING FACILITY.(type) -S (size) X7p2 Sq F NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between (: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of 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 ��/��/� ,�✓�i�/ .� I XC .EXjs� 0 1 - �- i f i 73 ° �4- No. 901 r Fee "'v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Nplication for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade A Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 78 0/9* -rT�.ET Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's lame,Address,and Tel.NoSDB �62 �J'�g® Designer's Name,Address and Tel.No.SoB �zYe�^' ��aeT/f �C�7V��/RY lifdr/�; �'o. pew.✓ c�,�,G'�✓Gory.E�i.Y� 6 ,Woelv ji GP/. /.fps %Bed /�!/l 3 or✓ "r .�/m Type of Building: Dwelling No.of Bedrooms Lot Size ,3O/7Z sq.ft. Garbage Grinder( ) Other Type of Building /6s7_--No.of Persons Showers(X Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date .5Z��/Z,Z o/S Number of sheets Revision Date 7 T Title Size of Septic Tank- 4 QOQ Type of S.A.S. Description of Soil 44D3s / f�/6iy �;��p��jjy �O►�oTS 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 Certificate of Compliance has been issued by this Board of th ^� Signed ✓ Date /2 1?1_13 Application Approved by Date 7—�q Application Disapproved by Date for the following reasons Permit No. 00 r A 73 Date Issued 7 l -- --------- - ----- _ J 0 , Fee V THE COMMQN'I,- H OF MASSACHUSETTS, Entered in computer: PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS Yes Tipplication for Misposal r4patettt Construction Permit J Application for a Permit to Construct( ) Repair( ) Upgrade ),Abandon( ) ElComplete System ❑Individual Components n Location Address or Lot No. 8 78 Owner's Name,Address,and Tel.No. a�r j /yi9 iOf+'i1/�6�h'k Assessor's Map/Parcel d �o.t�t�L Installer's lame,Address,and Tel.NOSDB J�6 2 'Y680 Designer's Name,Address,and Tel.No.,40,8 _&2 /?Y/�^' ..S.a9/7'f1 G'F/1/T!/.�y t�.9�/L7"'moo. f/G�/i✓ t,/l�.E,E.rYG/i✓.F.�,P/�►'!r , i✓ ST L�/. ///ri✓ f9 .r� �i✓sii Type of Building: - Dwelling No.of Bedrooms Lot Size S?O /�.Z sq.ft. Garbage Grinder Other Type of Building,G/��Q/-`/jam Ilew-No.of Persons IV Showers(X ) Cafeteria( ) Other Fixtures i Design Flow(min.required) gpd Design flow provided gpd Plan Date _'i__Z2/ n/:K Number of sheets Revision Date Title Size of Septic Tank �. Type of S.A.S. yGGL�t� �!, /�-1a � t Description of Soil A:::Z4 !.q�� i 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 Certificate of Compliance has been issued by this Board o�th. Signed r/ Date 13 Application Approved by _Qwc� Date Application Disapproved by CD Date for the following reasons Permit No. 0©�� '- a �� Date Issued 7-a7- /3 Th E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,'that the On-site Sewage Disposal system Constructed( ) Repaired(—),-- Upgraded( ) Abandoned 7( )by at _ & / has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 19017 dated Installer Designer #bedrooms Approved design flow (� gpd The issuance of this permit shall not a construed as a guarantee that the system.Will fundI SEEL-__ Date �l /y/ ) � Inspector ---------------------------------------------------------------------- - -- -- - - ---------------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Re ai.L ) Upgrade( ) Abandon( ) System located at 9- A K and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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. e, Date _ ( Approved by j t FROM -down cape -engineering inc FAX NGY -IS083629880 Aug. 20 2013 03-OOPM PI f _7 �D"AID, 0.0', Reuajakki 9��r Thommi F. G P.iJpr,)DirccttDr Tho nas Melg.rnaim,Director 201) Attin 02601 Qffke: SOR 962-n-644 Fax: SH-790.6304 Imbiler sk Devianer Cey-WRratiolm Funn '34"Wage,permitffUI� Ma pkParcel Date: eLd_ Designff.- MAI; mt)e)vW__, t Addresq: qj� /'-I, Add U9: 01\ On was i&mi.ed a Permit to).U.qRll a (d at srpTil;:system at I??,!f o 0- Cf (rest L),-iqed ou a drsip draym by (adflTesm) p�v11 P�l 01 dated ��/jam ��� �l��l.� I certiry.Icb-it the scpdu- system referenced above was instalk-dslibsWtially aucoretinc,;to tlLe design, which may iLwIndc- ca oor appi-ovtd e.himpns sue, ll its lateral ie'locafion of the ri .tribution box aod/m-sr-pEc,t;-ink. I. :ratify that &t . septic siystuu muned ahove was lustalled wl'ib major Ptan.gem, (I.&. grtm.tr hmal xelocation of thc. -SAS ot any vtrdrAt.1-el ocatiol Of'i4y COMP(TIC.-fit of thf, t optic-TyiAuu) but in acc.orLl;m(,.v with State St Loc jl Rerrulatiom. I'lau revigical Ul• q.,i-buill by rlosigiier to fullu-w. N OF Al, DANIUL A. OJALA CIVIL V 1p No*46502 all N L Stnmp llg-.re) -'sigla ,1TABLE BA&4i C OBI MIJANCTil IND.J., NOT BE ','< 'TIED TiqIM 11011( ITUS FORM ANO AS-BUD-J.' C ARE rzxi PUBLIC LWJ OMS-70N. ll.ff ANK You.. r.p.ititirx0nn Fimi-i 3-26 04.dor. r � oF�r Town of Barnstable Barnstable � Board of Health j bumca j RARNMEL.E. ' suss. g 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 19, 2012 Mr. John W. Clark, Trustee 878 Oak Street West Barnstable, MA RE:: 878 Oak Street,:1Nesf Barnstakile A 216,006 Dear Mr. Clark, You are granted conditional variances to construct an onsite sewage disposal system at 878 Oak Street, West Barnstable. The variances granted are as follows: 310 CMR 15. 405_Uh To install the soil absorption system five feet away from a property line, in lieu of the ten fet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 85 feet away from a bordering vegetative wetlands ("perched wetland"), in lieu of the minimum 100 feet separation distance required. I Section 397-1-E of the Town of Barnstable Code: To install a soil absorption system 100 feet away from an onsite well, in-lieu of the minimum 150 feet separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms 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. QAWPF ILES\Clark8780akStreetV ariances2013.doe (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 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 engineering plans shall be revised to include the variance request from the onsite well. (4) The septic system shall be installed in strict accordance with the revised engineered plans. (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 revised plans. These variances are granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. The designing engineer designed the plan. in such a way to maximize setbacks to two wetlands and to the onsite well. Sinc ely yours, Wayne,Mill r, M.D. Chairman Q:\WPFILES\Clark8780akStreetVariances2Oi3.doe down cape engineering, inc. SIEVE SOILS ANALYSIS 878 OAK ST.W. BARNSTABLE, MA#2 i E 1 I DATE OF REPORT:5/16/13 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 878 OAK STREET W. BARNSTABLE, MA I LOCATION: DCE TEST HOLE #2 l i SIEVE ANALYSIS Weight Sample(Grams): 167.3 l SIZE (WEIGHT RETAINED % RETAINED % PASSED -------------- (syn)...........................--------------------...................................... 1" 0.01 0.0%€ 1.00.0% --------------...................................................... 3/411 0.0 0.0% 100.0% -------------:....................................................... ------------------ -----------------o 1/2" 0.0 0.0 o/o' 100.0/o --------------......................................................>---------------------------------------- 3/8" 0:0 i ------0.0% 100.0% ----------=----.................. .:----- -o-----------------o- #4 0.0• 0.0%: 100.0% --------------......................................................i--------------------4..................................... #10 ......,_20:412.2%... 87.8% #20 66.3- 39.6% $0.4% --------------i................................. ........i---------------------..................................... #40 128.0 76.5%? 23.5% ..--------------------- .................................... #50 137.4. 82.1%• 17.9% --p....................................................•,---------------------0..................................... #80 -156.3 __93_4% ..................................... 0 --------------,................. .........----------- #100 € 159.5€ 95.3%• 4.7% --------------......................................................,---------------------�------------------ #200 163.51 97.7%_ 2_3% i PAN: 165.0 100.0%: 0.0% -------------- --------------------------•---------------------------------------- i SAMPLE: 167.3 i { NOTE:TEST ON PASSING#4 ONLY, 9.9% RETAINED ON#4<45%O.K. f i RESULTS: 4 SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL&SAND)(UNCOMPACTED) I. PERCENTAGE OF MATERIAL PASSING#4 SIEVE #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION f >97%SAND i RESULTS: PERMEABLE MATERIAL-CLASS 1<2 MINJIN. MATERIAL n; ����°� f""S NONCOMPACTED QAMELA . ti SOIL DESCRIPTION: SAND t7JA!A t" Civil b �lVilUl.*((��] - i r . I DEED RESTRICTION WHEREAS, Ja�1n W. Uarkf name)h !�'l. .�iMMe`1' C�i��� of S /0' Oak (owner's ! ,e ep — w U cyY/VJ ! `2 MA (address) �OGvS p is the owner of 0 ctk J�rPle_t located at (ilk 4f 6Gli►- ( �Sa� � MA (hereinafter referred to as and being shown on a plan entitled "Svisimn-of Land in q5arn f ab to MA, Property of (Q k i /1n elk Hah,, et al, / duly recorded in Barnstable County Registry of. / Deeds in Plan Book 10 , Page �9 ; Or on Land Court Plan Number WHEREAS,john t-Evj n Am"e//- Clar-k as the owner of said lot has (owner's name) 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, deedr r ' NOW THEREFO RE,Jo tin 1- &i i A qMt;//-C/k4does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1 0 7t Oak S rio_ct may have constructed (address) upon the lot a house containing no more than (3) bedrooms. `1 v t EveiMMe6l- Cla .k agrees that this shall be permanent deed (owner's name) restriction affecting located on MA, and being shown on the plan recorded in Plan Book�, Paged 3 Or on Land Court Plan For title of see the following deed: Bool<03 V/ , Page 16 . Or Land Court Certificate of Title Number Exec as a sealed ins ment day of A Own ,s lignature �ul�l �4Wft_OA CUA,-- Owner's signature Owner's signature ature COMMONWEALTH OF MASSACHUSETTS 1 Z 20/j Then peTO, Ily appeared the bove-name J known to me to be the person who executed the foregoing instrument and acknowled ed . the same to be ( � free act and deed, before me, Notary Public : `o`c .. My commission ex , (da e) a LISA M. BRACE deedr Notary Public ":�'�`.ssACN�1`;.••'`�,.::. Commonwealth of Massachusetts •..••;• � :; My Commission Expires k+A'Y r,p November 29, 2013 BARNSTABLE REGISTRY OF DEEDS e �FTHE 1p� , DATE: �D �� '✓ �~, S FEE: A * BARNSTABLE, A MASS $ O i63q. �0 REC. BY LI Town of Barnstable. S CHED. DATE: Board of Health �-�- 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION 2 \ Property Address: S 1 ,a Assessor's Map and Parcel Number: 21 Size of Lot: 30, %1-Z- a/ S F Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: e}+y t U-Ao Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON .-.1 o rHu w Gt� k- Name: 0-0- ST L rH M.GL— 'T1�3 . Name: e ��� C aLZo I Address: —(8 VA:tc. S j W_(i,qe,. p Address: CM# I -�I Ca c 'u Phone: Phone: c_ VARIANCE FROM REGULATION istReg. REASON FOR VARIANCE(May attach if more sae ceded 1*J "mot J� V Co NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ 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 owner/lessee only], outside dining variance renewals[same owner/leasee 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 Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC t t tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, MC. structural design June 19, 2013 civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Barnstable Board of Health Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,PL.s. land court 200 Main Street Andrew R.Garulay,R.L.A. surveys Hyannis, MA 02601 site planning Re: 878 Oak Street, West Barnstable Dear Board Members: sewage system designs The enclosed represents a variance filing for the upgrading of a failed (overflowing) older Title 5 septic system. The leaching facility and d'box are proposed to be replaced. No increase in habitable space or bedrooms is proposed. The system is inspections designed based on the existing 3 bedrooms. The following variance is requested under Maximum Feasible Compliance 15.405: permits l a: reduction in setback, SAS lot lines (10' to 5') i landscape Variances requested under Barnstable Board of Health Regulations: architecture Art I: Section 360-1: SAS to be 85' from edge of wetland(15' variance) Section 397-1-E: Reduction in setback to well (150' to 100') Due to severe site restrictions to include the presence of wetlands on two sides of the property, the presence of private wells and relatively small amount of land area, setback variances are requested in order to maintain the greatest dista Q possible..' the well. Groundwater was not encountered during the test hole. the base of- moo'q k the leaching facility is 5.7' above the bottom of the test hole. Groundwater is flowing in a northerly direction, away from the well. A liner is proposed to mi � f tigate againstkti ' the chance of breakout. We feel that by.granting these variances,the same degree of environmenjal protection can be attained without the need for strict adherence to the Title 5 and Tdwn of '60 Barnstable Regulations. Very truly yours, Daniel A. Ojala, P9PLS Down Cape Engineering, Inc. cc: Jack Clark tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape enriaeeriftg inc structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. surveys June 19, 2013 i site planning Dear Abutter: sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action designs on a request for variances from Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed Title 5 septic system at 878 Oak Street, West Barnstable. The variances requested are as follows: inspections Variance from 310 CMR 15.405 (1a) leaching facility to lot lines (10' to 5') . permits Under Town of Barnstable Art I: Section 360-1: Leaching facility to be less than 100' to wetland(15'variance requested), and Section 397-1-E: Reduction in setback to landscape well (150' to 100'). architecture No.work is proposed, nor is there a real estate transaction involved; the system is in failure (requires regular pumping) and requires upgrading as soon as possible. Said hearing will be held in the Hearing Room, South Street, Hyannis, July 9, 2013 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh U 0 f^ � v` �� ��� �� ��� �i� ��) �.v�����',or�� f✓i��a-�, ��i�'����� /l�D ' �r� S� � �� �✓� ��9r � �r���/�- �"r� 3r� � ������ down cape engineering, inc. SIEVE SOILS ANALYSIS 878 OAK ST. W. BARNSTABLE, MA E i E 3 3 DATE OF REPORT:5/16/13 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 878 OAK STREET W. BARNSTABLE, MA LOCATION: DCE TEST HOLE #1 SIEVE ANALYSIS Weight Sample(Grams): 166.0 i SIZE :WEIGHT RETAINED I % RETAINED % PASSED __`.... (sum i 1" 0.0€ O.M. 100.0/0 --------------1.............................................. ........>-------------------- ------------------ 3/4" 0.0 0.0% 100.0% 1/2"------- - .............................................O..... ----------0- %----------100.0% --------------..................................................... 3/811 0.0 0.0%':, 100.0% --------------:......................................................------------------o-----------------o- #4 0.0; 0.0/o; 100.0/o -------------I.........................:............................>---------------------..................................... #10 17.2; 10.4/0- 89.6/o i o o --------------...............................:........................------------------o-..................................... #20 48.3 29.1 /o: 70.9/o --------------......................................................>---------------------'..................................... j 0 80.01 48.2% 51.8% i -------------:......................................................:---------------------j.................................... #50 112.6 67.8%' 32.2% •-------------h.............................:.......................>--------------------y................................. 0 147.61 88.9%I 11.1% --------------.................................................... ---------------------.................................... 100 152.51 91.9%: 8.1 ......•.••••••.•••••.................................-------_--__-_______..}------------_____ #200 159.9 96.3% 3.7% -------------:......................................................----------------------------------------- PAN: 162.2€ 100.0%: 0.0% --„------------------ -•- ------- -- - - - --- SAMPLE: 166.0 i i j NOTE:TEST ON PASSING#4 ONLY, 15.1% RETAINED ON#4<45%O.K. E t RESULTS: SOIL CLASSIFIED AS AASHTO A-3(FINE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK j #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >96%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL NONCOMPACTED 0AN} k'�s � SOIL DESCRIPTION: FINE SAND ojA" a A i down cape engineering, inc. SIEVE SOILS ANALYSIS 878 OAK ST. W. BARNSTABLE, MA#2 DATE OF REPORT:5/16/13 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 878 OAK STREET W. BARNSTABLE, MA LOCATION: DCE TEST HOLE #2 SIEVE ANALYSIS Weight Sample(Grams): 167.3 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum ) € -------------:....................................................:---------------------..................................... 0.0%€ 100.0% 3/4" 0.0 0.0%@ 100.0% --------------:......................................................-----=---------------------------------- 1/2" 0.0 0.0%€ 100.0% --------------i......................................................>--------------------- ------------------ 3/8" .............................................�:�. --------------0.%=---------100_0% #4 0.0 0.0%€ 100.0% --------------,......................................................,-------------------- ................... #10 ...........................................��:4.-------------12 2% 87.8% #20---------€ 66.3€ 39.6%' 60.4% --------------.......................................................r------------------__-..................................... #40 '........................................128.. .. ----------76.5% 23.5% #50--------- 137.4€ 82.1%€......................17.9% --------------,......................................................>---------------------i..................................... #80 156.3; 93.4%@ 6.6% #100 ------- ........................................159.5 -------------95 3%€.........................4.7% -------------,......................................................>-------------------- ------------------ #200 '•........................................163.5 - 97.7%i 2.3% -------------- --------------------------------------- PAN: ----------165.0+----------- 100----- -------- 0=0% --------------►- -------- SAMPLE: € 167.3i NOTE:TEST ON PASSING#4 ONLY, 9.9% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL&SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >97%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL OFr"Ass NONCOMPACTED 9oti � oAr�I��.A. � SOIL DESCRIPTION: SAND o OJAIA � CIVIC N No,46502. ' ss � r June 20, 2013 John W. Clark 878 Oak St. - West Barnstable,Ma. 02668 To whom it may concern: I, John W. Clark,hereby grant permission for Down Cape Engineering Inc.to appear on my behalf at any and all upcoming public hearings regarding the proposed new septic system at my home at 878 Oak St. in West Barnstable. If you require anything additional, please feel free to contact me at 508-362-5038 (Home)or 610-781-6688 (Cell). Thank you. Sincerely, 4W1 hn W. Clark sau - za'a ,aa ,a•a ANOER6EN T — 1I I I I I736'+6R In wauw W I I I I I I I fOR —wF t � I , b GARAGE t ti- oNc sus -l—c.7 oo.N,D00w UNFINISHED _ ANOER6EN -MA— STORAGE p C 3I b A A Z^A A:. i avvrc o.n.000R HomaNsouAaovE I av+ro o.n.000R xuTR,waouneovE t C0.VC ANUER6FN APRON 1W 21A2 tra ,rya , ra ea r.v ac >.v I ' zea ae•a F1-RST FLOOR PLAN SECOND FLOOR PLAN NOTES: 1.)CONTRACTOR IS TOVERIFY ALL EXISTING CONDITIONS _ &DIMENSIONS`IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&.EXTERIOR MATERIALS, , DETAILS,&FINISHES IN THE FIELD WITHOWNER 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR-MASSACHUSETTS STATE BUILDING CODE,SEVENTH EDITION - 4.) 110MPH EXPOSURE 8 WIND ZONE,1.00 ASPECT RATIO 5.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE.INSTALLED VERTICALLY, OR HORIZONTALLY MATH BLOCKING AT.'PANELEDGES 6.) SEE INCLUDED 110 MPH CHECKLIST FOR ADDITIONAL FRAMING DETAILS . 7.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 8.) ALL.CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE:3000-PSI 9.) TIMBER FRAMING TO BE SPRUCEIPINEIFIR NO.2 GRADE 10.)ALL LVL LUMBER/BEAMS TO BE 1.98 U480 LOAD E:KCOTUIT BAY DESIGN.LLC NEW GARAGE FOR: SCALE ° "" �"°NO 43 BREWSTER ROAD U4"= 1' ° MASHPEE,MA. 02649 JOHN CLARK DATE: PH.(508)274-1166 FAX(508)539-9402 878 OAK STREET WEST BARNSTABLE, MA 4i1/201 0 FLOORPLAN SKETCH Borrower:John Urin Clark File No.: SJ120900 Property Address:878 Oak St Case No.:SJ12090D CRT.Barnstable State.,MA Zip•02668 Lender.Community Bank 34' u Family Room Dining Room 18' 11' 12' 4 Dan ~� IOtthen Sun Room la' 6 Mud Room Living Rao 'th 73 a 20 to r. Bedroom 30' i sitting Room 1 Bedroom 0 11' � om o 1 30' I sr.sn W M�=s.cnti Comments: 2s;' AMMM LATIONsSUMRY pia LIVING AR ABREA OWN Code�DaectlPUon �st" a�(NetS'1><es NetTotela1 t B aktNvxtySubtotals�4 GLAl Fiiat Floor 1814.0 Fy1814.0 First Floor - GLA2 Second Floor 732.0 732.0 43.0 x 5.0 215.0 0.5 x 2-.0 x 2.0 2.0 0.5 x 2'.0 z 2.0 2.0 4.0 x 20.0 80.0 .-16.0 x 34.0 544.0 5.6 x 52_0 260.0 2.0 x. 11.0 22.0 75.0 x 3.0 225.0 4.0 x 41.0 164.0 10.0 x 30.0 300.0 Second Floor 11.0 x 2.0 22.0 41.0 x 10.0 410.0 10.0 x 30.0 300.0 Net LIVABLE Area (rounded) 2546 .13 Items (rounded) 2546 ro 1,3 Town of Barnstable P# IKKE y�p� dos Department of Regulatory Services BAMSr'ABLE, : Public Health Division Date v 6 q 200 Main Street,Hyannis MA 02601 ro AtFD MA't A 1, . Date Scheduled Time Fee Pd. ll(}T(]1(x 00 Soil Suitability Assessment for Sewage i osal Performed By:Ut +'�e 1� � Witnessed By: LOCATION-& GENERAL.INFORMATIO. - - - LocationAddress 7e /1 a k Owner's Name C/arf • B V /�/J Address Assessor's Map/Parcel: Engineer's Name Y NEW CONSTRUCTION REPAIR / Telephone Land Use ' I�+�— IA�f C.�' Slopes(%) �/o Surface Stones AlV Ybwt ow C'Srov vi c i Distances from: Open Water Body O✓� ft Possible Wet Area ft Drinking Water Well 't f 0 ft Drainage Way ft Property Line /0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locati s of test holes&perc tests,locate wetlands in proximity to holes) V 'q v Th � c� c®� r Parent material(geologic) 01' °:4. Depth to Bedrock 7'# Depth to Groundwater: Standing Water in Hole: 0 Weeping from Pit Face 0�� i_ Estimated Seasonal High Groundwater_ DETERNIINATION FOR'SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ a 01 — Time(9"-6") End Pre-soak Rate Min./inch- Site Suitability Assessm m: Site Pas§ed Site F iled: Additional Testing Needed(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)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION.HOLE LOG Hole#;- Depth from ! ' Soil H rizon Soil Texture Soil Color Soil Other Surface(in.) '' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. or A Consistenc %Gravel e��lZ A 107�dQ, _ S DEEP OBSERVATION HOLE LOG '� p Hole`# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) ( unsell) Mottling (Structure,Stones,Boulders. III � Consistency %Gravel) C" X40 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Graven Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification s I certify that on �C�C.._qq (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was'performed by me consistent with the required training,expertise(and expe pence described in 310 CMR 15.017. ' Signature ' Date le, a Q:\SEPTIC\PERCFORM.DOC LCOCATION SEWAGE PERMIT NO. L S �— '41LLACE INSTA L.LER'S NAME i ADDRESS BUILDER OR. OWNER a a �Ior��n5 � �n/�t DATE PER':MIJ ISSWED DATE -COMPLIANCE ISSUED ..<?- � ,�� . .,.�. ��Iq�JR3i a r, , .. rj ��e� _ ,gyp, � � � � � �o„ � � � � i �� ;� � �\ i o �{� 9>� / � .�' � � _ � �Q � /OC�C� �� �N�c. _. b �� a:� ��� � . . -ram � . _ .. � I 81-'Z L3 No................--....... Fin..�...5.0 ........... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH T own _........OF....Barnstable-------- ------------•-----------------...... App iratiuu for Di-4pas al Workti Tvastrurtiuu rautit Application is hereby made for a Permit to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at: 'V7r•, .......... -•--------•.....................................................••------------------............-- Location-Address or Lot No. --..Quinneth.� ............................................................ ---Qak__St«-,---Wast._-Baxnztabl,e,..Zk....0266B............ Owner Address a ............................A & 1.28••Bislaopks..'Irar ce, 3ra is, -02b4)1 Installer Address QType of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms.................___3.....................Expansion Attic ( ) Garbage Grinder ( ) ►-+ '4 Other—Type of Building No. of persons------------- ------------- Showers — Cafeteria a' Other fixtures ------------------------------•. - w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length---------------- Width................ Diameter................ Depth................ Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-----_------------- Diameter____.________-______ Depth below inlet.................... Total leaching area..................sq. ft. Other Distribution box ( ) Dosing tank ( ) '-� Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit____________________ Depth to ground water_____________________-_- fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------------•------------------------------------•-.......-••--••-------..............................._......................... ODescription of Soil..............SaUd-................................................................................................................................................ x U ••--------------------•-•---•---•--••-----••---••••---•-••-•••-------•-------------•--•---.....•------------•---•-----•---•••-------•-------•---...---------•----------•---------•-----------•---•-•---- w UNature of Repairs or Alterations—Answer when applicable Abandon_the__old_-system_and-_installing..... a--1,000__gallon--se tic--tank ••-1 distribution--box and•_a... -,000.-gallon__pre-cast--stone...... Aq �t:leach pit �overfl ow) . The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of('1 T P1 ^ '� LI, 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be ,qp,is,sued by the boar4,lf health. Date Application Approved By..............•- --- ....A' - -- ------ ------------------•------- ----•--- ---5/--1/81----------- Date Application Disapproved for the following reasons-------------------------------------------------------------------------------------------------••---------•---- ---------------------------------------------•---••-------•---....•-••---....-•-•----------•----------------•••--•-----••---•---••-•------------••-•-----------•-------••-•---------•------•-----•------ Datc Permit No..81.................................................. Issued_51----1-••-••. Date N&............... FEx ...5.00.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................Totan.....OF....Barnstable............. .................................... Appliration for B44paaFal Work,i Tnnitrurtinn Trani# Application is hereby made for a Permit to Construct ( ) or Repair (k ) an Individual Sewage Disposal System at: ..............Oak.Bt..,..Vast...Barn.atabla*..0266&.......... -•-•-•------•-----•-----•••-------------•-----•---...........--------•---......---.....--•-----••- Location-Address or Lot No. ....Qii nnetb_.Manni............................................................. --Dek__St.._,....Wezt_.B atab1a..--MA-----0266$•-------•--- Owner Address a A..B...fi__C�sa�c�l..;aerv9ce------------------------------------------ ..1.28...Bi.sh-ops..T. yax i dd ,---)44....02641... Installer Aress Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms....................3_.....................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ............................ No. of ersons............1...--....-_-. Showers — a Other—Type g p ( ) Cafeteria ( ) Otherfixtures .----------•------------------•---------------•-•----.----••••••••........------------. ------------------•-• ----••.... 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 ( ) aPercolation Test Results Performed by........................................................................... Date...................................... Test Pit No. I................minutes per inch Depth of Test Pit---.--..........---. Depth to ground water........................ L�, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 --•-----••••-----------------•--••-•••••-•••----•-•------------.....•-•---•-•......----..............---•---------••--•---...-••---••-•..................... ODescription of Soil..............Sand.............................................•••••--•---••-••--•••-•----••••---------••••••••-------------------------•-•••--•-•-...........---- x ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable.Abandon_the__old__system and installing_ \ a•.1,000_-gallon_-septic__tank,___1_distribution._box_and.. 1,000 gallon pre-cast stone Ahgdt:leach pit (overflow). The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i i p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance hass ee n issued by the board-pf health. Signe %�!� ll.. j! i�! .jC ................. ....51..o ... - Date Application Approved BY 'j •✓! / -•-•-••------••---•--- .............5/.-I/"al.......... Date Application Disapproved for the following reasons:----------------------------------------------------------------------------------------•- •----•---•••----.... -•-•--.........-•------------•---•----------------------------------------•------.........--------------------•---•••••-•-••••••--•-•-•-•-•---•---•-----•-••---••--------•---•-•------- .............. // / Date Permit No.._81................................................ Issued_-5! 1/81 Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......................T own........OF........Barn.stable.................................................. Curr$ifiratr of TomptiFanrr THIS IS TO CERTIFY, That t I dividual Sewa e Dis osal Si stem onstr to or Repaired X by A------ Cessp ool Service, lz� BTshops Ter.�ace, ...yann--s, MA 0A-01 ( ) p ( ) Oak St., West Barnstable, MA 02668`sAa 4inneth Manni at..............•------••------••-•-----••••••-------•----••....-----•----•--------------••-•---•------ has been installed in accordance with the provisions of T� I .... 5 of The State Sanitary C� is kcribed in the application for Disposal Works Construction Permit No............... .�_................. dated-....__-........._--..._....--_.-_...-_-........ .. r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU S A GUARANTEE THAT THE � SYSTEM WILL FUNCTION SATISFACTORY. DATE......... r,l/8 .................................................... Inspector--------.....---- ...................................... .� THE COMMONWEALTH OF MASSACHUSETTS \\ BOARD OF HEALTH 81- 2_*. Town............OF.........Barnstable $ 5.00 .... . . .......................................••-•-....................... No.....-•--••.............. FEE........................ Dish out park %'Dnntrndivn famit Permission is hereby granted....A & $ Cesspool Service, 128 Bishops Terrace, Hyannis, 02601 ................... to Construct ( ) or Repair ( X) an Individual Sewa a isposal System at No..........Oak St., rest Barnstable, MA 09 - Quinneth Manni Street / as shown on the application for Disposal Works Construction Permit No..81-�,��-_ Dated...S/--.................1/81 � ........................................... rd of Health e DATE-------••--5---.1--•1 r FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS S r 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: 878 Oak Street West Barnstable MA 02668. Owner's Name: Bill Stimnzell Owner's Address: Date of Inspection: June 20 2007 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: (5082 862-9400 CERTIFICATION STATEMENT . I certify that I have personally inspected the sewage disposal system at this address and that the infonation reported below is true, accurate and complete as of the time of the inspection. The inspection was performed',based ori y training and experience in the proper function and maintenance of on site sewage disposal systems. ! am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system! Passes --- Conditionally Passes U) 1 ^s, Nee Further Evaluation by the Local Approving Auto ity Fail r- Inspector's Signature: t� Dater June 28 2007 0 The system inspector shall)subiinii�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 authority. owner and copies sent to the buyer, if applicable,and the approving Notes and Comments ****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 I l," Yi Page 2 of 11 e OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stinlnzell Date of Inspection: June 20, 2007 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: I 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 detennined(Y,N,ND) in the for the following statements. If"not detennined",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 f Page 3 of I 1 s OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stimmell Date of Inspection: June 20, 2007 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,perfonned 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 aimnonia 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: 3 I r Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stinunell Date of Inspection: June 20, 2007 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 '/z 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.] No (Yes/No)The system fails. I have detennined 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. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 god to 15,000 god. 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 11 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 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stinunell Date of Inspection: June 20, 2007 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, or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received nonnal 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,depth 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 detennined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 A' OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stinnnsell Date of Inspection: June 20, 2007 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 2 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no):, No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Private well Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sqft,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): GENERAL INFORMATION Pumping Records Source of infonnation: Pumped in 2002 per owner 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: installed on 7126182 Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 Y' l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stimnzell Date of Inspection: June 20 2007 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) Depth below grade: Grade Material of construction: ✓ concrete _metal _fiberglass polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: _ 1000 ate— Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 6" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" 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.). Cement tees ivere Present. The liquid level was even with the outlet invert There did not appear to be any signs of leakage. 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 recorrunendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence of e leaka etc.): :) 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 878 Oak Street West Barnstable. MA Owner: Bill Stimnsell Date of Inspection: June 20, 2007 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: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Continents(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Connments(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.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Continents(note condition of pump chamber,condition of pumps and appurtenances,etc.): t 8 f Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stinunell Date of Inspection: June 20, 2007 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: _ 1 -6'x 6'(1000 gaL) leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Corriments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): The nit had Y ofwater on the bottom and the scum line was the same There did not appear to be any signs offailw e The cover was 1 S"below grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: ` Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stimmell Date of Inspection: June 20, 2007 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. n� � a i yo ay a sa 3 g� c 3 yy� 35 10 r y Y Page 11 of I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 878 Oak Street West Barnstable, MA Owner: Bill Stintmell Date of Inspection: June 20, 2007 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 80 +/- 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) v' Checked with local Board of Health-explain: Topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps, the maps were showing approximately 80'+/-to ground water at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. 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 r` CONSTRUCTION TO CONFORM TO THE 1q'-b 1/21, WFCM 110 MPH EXP05URE B MANUAL �. > c, a NE E E � :2610FX 2610F% m6 OFX �610FX 2651PH 3 eAsting bay window O Z N w. _ U, (6 remove existing o chimney v v WINDOWS " r Andersen 24410 double-hungs 2-6 1/8 x 5-0 1/8 5 see note on plan: VERIFY step down 1 riser Andersen 2410 transoms 2-6 1/8 x 1-0 1/2 5 see note on plan: VERIFY (new 5-0 c.o.) Andersen 2442 double-hungs 2-6 1/8 x4-4 11b 2 Andersen double-hung To Be Determined 1 (to match existing) O FAMILY ROOM - U O DINING ROOM � EXTERIOR DOORS L Ln f 5mooth5tar Fiberglass 3-0 x 6-8 1 Model TBD > NOTE: exact location TBD leaving O L o) v area for built-ins along inside INTERIOR DOOR5 o of half-wall and 3-0 min hall 1 V-6 3/4" p width to addition/laundry 6-Panel Pine 2-6 x 6-6 3 n, gas fireplace 6-Panel Pine bi-fold 5-0 x 6-6 length as drawn of half-wall stack CA is 10-0 to leave a 4-q wide JN/D "hall"at Entry; this dimension + TBD per homeowner °? closet 12'-1 1/2"- o� ca p provide clg access to `n + (2)ex. dbl hums to be relocated; hatch for HVAG �"I( .n � r; 11 0� Q o _o add (1) new dbl hung to match ex. �L r— N step down riser OFFICE °z E (raised floor over new 2x6 construction @ G( existing landing) overhead to be removed 2WDH 764 DM ZWODH not shown M 1 /. 2'-2" I I �0drA C �� vz,' i.�� Gr �<'T Date: existing steps and landing 1-16-11 11'-1�3/4" 3 l3 / „�� ��• / Revisions: r 2-6-11 15'-1" 30(6 064¢DH 264rDH Final Plans: 1116 4'-4" 2-26-11 BUILDER TO CONFIRM ALL GONDITION5 AND DIMEN51ON5 ON 51TE Accepted by: Date: Note:These plans are for the sole purpose and FIR5T FLOOR PLAN scale: 1/4" 1 -011 use of Capizzi Home Improvement and are not to be distributed or used for construction other • Ali Accepted by: Date: than by Capizzi Home Improvement. i i Cl) to th N m O m m m C L ;C U 7 O N Q E a CO >, E CA o CDtl existing house .L.. N = N N O ti ad past—;• ❑a =❑❑❑❑❑ a11gn floors11 ❑ ❑❑ ❑ ❑❑ ❑❑ oa000❑❑❑ tEW exlating foundotbn , - 0'eona tube block up far sill plate with bell looting ° Side Elevation Front Elevation WINDOW SCHEDULE � Andersen 100 5erxre Clad Ineuletng Lm-E Glem Wmd WiMooe f4 r Intma/Exterxr Cewng,Poxdight Grdl- 1 5creene W�034 sex REScheck f' Mark 121,Dbi. Type Model a Rough Opening area O Dbl. Hung TW2442 2'-6 1/8" x 1-1 '1/8" 6 Hung TW2046 2'-2 1/8" x 4'-8 1/8'isbl. Hung TW2446 2'-6 1/8' x 4'-8 l/8"/"� 6Dbl. Hung TW24310 2'-6 I/8° x 4'-0 1/8` O I Casement C235 4'-0 1/2" x 3'-5 3/6" �. O 1 Casement I CW23 4' 4" x 3'-0 1/2' O Total REScheck mndaw area 150 aquarc fcc O � Q) 1' ridge vmt `1-; I.—roof add full shed d4mer �, F exlaling shed dormer—1 <O!, "5 016" 2 x6018`o c / �O/ey � —— I 7{ °Vim, t/'1 Bedroom 2 --� I xL1 Cl / I f tx6 trlm bad / I I N-exisling house —————————— ————— —————— irrl 2 x 10 016"tx4rlbbon=1 ILLU 3 1/2"z 11 1/Y firesloP 3 1 boom � H9 SunroomII2x6 O16" buloon home 2 x1001 flash o existing cap remove eIldln I door et ith anchor bolts 9 �� 2-2x6 PT e61 on s01 seal v canNlewr drhied a grout filled to existing foundation well 71ily 28, 2007 f F—existing 10`concrete toundatbm well 1/4' - V-0- 0'eona tuba EXWINIG with bell footing dwg N i� exinling boa A- 1 Rear Elevation Sunroom Cross Section of 3 m _ CV m O 1: m m Y window•frame U p YO N f I—.- laa,ment ¢ E cc 4'-0" O L<a CO I❑ ❑❑❑ ❑ 2 x4-11, +a N I Bathroom t O aO fl Closet o �f I p I� 5066 1' ❑° II it B e d r o o m B e d r o o m 11 O s l o p e d c e i l i n g dove 2x6 Well 3065 Closet 12'-0" cv 7-1 4-1 s v i d e c k v ('U Lr)m O v-7 w� O Ixlsnr+� 4 x.4 PT caved Yost ——— — — tJl cut out end from, align overhang with well for new wi dews O 1 O4-1 2'-0" 2'-70" 11 3'-4" 3'-4" 3 1/2 x�11 1/2'Mlcrollom b,am above �. Second Floor Pla n Qo CC xisting foundation O .p 2.4 walls v Kitchen O "o- hardwood Haar r1 i� L E G E N D 3'-4, 3'-4" exutmg wall 12•-0" to be removed Living Room -M� new :2x4 ® 19• stud well d �4 26, 2007 door symbol example 2'-6" wide x 6'-6" high S 1/4_ = 1•-0" 2 116 d�► A— ❑ EJOSTNG F 1 r s t Floor Plan 'tI of 3 _ f11. {' ridge vent\ � SlmDson 1-15A hurricane r I d g e Us O every other rafter C7 N 6'6 CDO oe/ U m � 2x10016"a/c L Y raise ceiling rhD Q E -0 CD CD \a 40/ O EL I �F—rern—knee woil :E N aj x i and real noN N O N CO e.x i e t i n g r 1 d g a �'/ I existing Second Floor N existing First Floor s i I I existing foundpotion wall no change to grade existing Basement its v Roof Framing Plan Cross Section i �m -+- J 1/2'x it 1/2"Mlcroliam beam Q� 0 +� existing foundation 2-2xa PT awl O ROOFS ridge vent CO CertainTecd 30 year Wcodocape CO 10"..no tubefill raor shingle. m ISa felt on " 0 bridging bell footing 1c WDivaua eotimng 2 O ice/water barrier at eavea. ,dgea, 1 bridging mall mtersectlon 1 lost alaped roof. c "raft-R-mete' styretaam am ceculator CL FIBERGLASS INSULATION b rod / ceiling R-30 exterior malls R-13 fast floorR-19 ` 6 mil poly vappor barrier a exterior mails 1 ceding EXTERIOR WALLS V admg as xlected by owner \ Tyveck houx wrap 14— r, on 1/2' COX iiheationg on 2x4 kd studs a IC o/c. 2x6 front mail 1/2" ntenor wall board with 2 costa paint back 1 and alkyd prime all exterior woad to be painted FLOORS Fmmeh floor ae selected by owner on 3/1' cdx mwbfloor glue/nail to tramming as shown CONCRETE - all concrete to have a minimum conpreaave strength of 3.000 pa a 28 days nentorcing bars to contorm to ASTM A45 grade 40 July 28, 2007 WOOD First Floor Framing PI �,4- o I-a- g an Second Floor Framing Plan 2x mood irem. io b1. .pr.000 a-fir 92 Fb w 8ls pa. E e soru000 Da a.ra f A- 3 of 3 v ALL SSHALL i STEM PRO 1 I L E MAR ED WTTHSYSTEC MAGNETICTTAPE OR BE PROVIDE WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO co TOP FOUND. EL. 104.74' WITHIN 3" OF FINISH GRADE MINIMUM .75' OF COVER OVER PRECAST 97.0' 2% SLOPE REQUIRED OVER SYSTEM 95.0' - 96.0' Railroad PRECAST H-10 RISERS (TYP.) o ergo{e o_ 2'a 4"0SCH40 PVC ,., 101.7 PROP. TEE PIPES LEVEL 1ST 2' Roo Parker T0. 14* EE EXISTING TEE 100.3f*' ' Cape Cod Community SEPTIC TANK c 00000000000a"o� 92.62' GAS BAFFLE .• o o.0000 °o°o° °c �'sQ7TP Col%ye 0 0 0 0 0 0 0 92.86' 92.69' o.s2' Pond Locus 91.7' 6" MIN. SUMP 12" MIN. INT. DIM. 16 HIGH CAPACITY H-20 INFILTRATORS o 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 (21) NOTE: EACH UNIT = 6.25' LONG x 2.83' WIDE x 1.33' HIGH LOCATIONS OF ALL UTILITIES AND ALL 5.7' Rou{e 6 BUILDING SEWER OUTLETS AND pd. ELEVATIONS PRIOR TO INSTALLING ANY Service PORTION OF SEPTIC SYSTEM ( 13% SLOPE) ( 1 % SLOPE) FOUNDATION EXIST SEPTIC TANK 58' D' BOX 9' FACILHiYG BOTTOM TH 1 EL. 86.0' L �+OVUS MAP NOTES **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NOT TO SCALE 1. DATUM IS APPROX. NGVD 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE ASSESSORS MAP 216 PARCEL 6 WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE 2. MUNICIPAL WATER IS NOT AVAILABLE CONDITIONS IF NOT SUITABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) p F 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO RcyF� kF BE USED FOR LOT LINE STAKING OR ANY OTHER ) gZ4% PURPOSE. , 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" .PVC. TEST HOLE LOGS �I 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ` WITHOUT INSPECTION BY BOARD OF HEALTH AND ARNE H. OJALA PE, SE PERMISSION OBTAINED FROM BOARD OF HEALTH. " V ENGINEER: 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITNESS: DONNA MIORANDI, RS DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES DATE: 5/16r3 PRIOR TO COMMENCEMENT OF WORK. PERC. RATE _ < 2 MIN/INCH 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5 BENEATH AND AROUND THE PROPOSED CLASS i SOILS P# 14002 LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ELEV. ELEV. REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. + 4.jQTo 0„ 4 96.0' p» 96.5' ti �94 � 4.2 A FILL SL o• /+-93.9 y 1OYR 4/3 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 30 12" PERCHED WETLAND / s' AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE E B VATH 04 +94. / '\ \\ s PECIFICATINONS OF 310'CMR TO A15E 55(3) LS LFS O61 95.25 2 \ „ 10YR 5/6 10YR 5/6 �. / 9& #2 � PROP. WORK LIMIT LINE OF STAKED 36 40 SILT FENCE +96.52 / .___ --t- B C 1 BENCHMARK: COR. OF (VISIBLE) / +96 - - 8.13 LFS TANK AT EL. 101.7' /� w�G 98 � .08 ? \ SL +97 9a. 6 60" 10YR 5/6 91.0, 50" 2.5Y 5/4 92.3' LPIT \ z �999.ee 99.45 \ C C2 / 9 \ SIEVE / +9 .69�9/ + 9 \ FSL sIEVE FSL 101.74 + 1.33 BASE. FLOOR \ Q /\ 1 O�1 75 / �� 01.00 ` \�102.26 ELEV.=101.95' 2.5Y 6/4 2.5Y 6/4 EXIST. ST EXISTING DWELLING 120 86.0' 120" 86.5' 02 TOP FNDN. ELEV.=104.7' \ CONCRETE BOUND / +98. b / EL.=95.64' 99.1 +10+ 0.77 101 s04.19 o NO GROUNDWATER ENCOUNTERED\ +1 p .S5O0 +103.37 G 103.17 6 103.21 \ NOTE: DUG THROUGH OLD 5. STONE SYSTEM IN TH 1 98. 5 PATIO \ +10 .54 103.96 02.18 +104.30 / \ / \ 05 627 \02 26 \\ EXISTING +1 VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 9 .60 +i 03.36 104.44 \\ DWELLING \\ 1a: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5') } \ 102.27 \ \ \ .0 TOWN OF BARNSTABLE 360-1: REDUCTION IN SETBACK, SAS TO EDGE OF PERCHED WETLAND (100' TO 85') 116.4 \ \ 9 �102.34 \ __ EXIST. WELL / \ A"102.45 \ 98.92 / SHELL \ _ GUY UPOLE 98.25 DRIVE -2.6402.54 UGWIRES TO HSE 10 _ 02.91 1102.102�84 \ 102.60 �501.36 SYSTEM DESIGN: } \ 11\\3.06 `k10/5 EXISTING GARBAGE DISPOSER IS NOT ALLOWED\ \ DWELLING 102.64 \ EXISTING o 04 03 1, _ a� 71 \ DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD GARAGE 102.96 "1 USE A 330 GPD DESIGN FLOW /+ 3.02 \\ 1 11.03 1 ST. WELL +\103.17 \ SEPTIC TANK: 330 GPD (2) = 660 \ 102.90 \ �' 102.92 \ RE-USE EXIST. SEPTIC TANK** 102.49 LOT AREA 30,172 SF+/- V 103.12 \\ LEACHING: / \ 103.31 \\ \ 4.73 SF/LF x 6.25' LENGTH = 29.56 SF PER \ HIGH CAPACITY INFILTRATOR UNIT 330 GPD/0.74 GPD/SF = 445.9 SF LEACHING \ \3.24 REQ'D / \+103. 0 3\3 4 445.9 SF/29.56 SF/UNIT = 15.1 UNITS \ \ oo\\ THEREFORE, USE GRAVELLESS SYSTEM OF (16) H-20 HIGH CAPACITY UNITS IN FIELD \ \ CONFIGURATION SHOWN \ \\ \ 16 UNITS x 29.5 SF = 472 SF > 445.9 SF 472 SF (0.74) = 349 GPD (OK) \ +104\49 / +105.64 \ +106.4 +1p 0 ,. - A 1 ' n BARN 00. _ o EXIST. WELL I T E L A "Im I"pm L E OF 878 OAK STREET WEST BARNSTABLE PREPARED FOR off 508-362-4541 JOHN CLARK fax 508-362-9880 *k downcape.com © -- ., �0qs MAY 21 2013 dowa cape eft iAeering, MC. �" jam/DAME: A. oy DANIEL ctium�' 10' OJ 1i.A A. civil engineers ty CI`rIL OJALA 0,? land surveyors No.40980 � - �o v „ 939 Main Street ( Rte 6A) _i;.o ccr T a r� Fss\ Scale: 1 = 20 .F YARMOUTHPORT MA 02675 /Z1�J� � i \LR\j, .` 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. ALL SYSTEM S SHALL v SYSTEM PROFILE MARKED WITHCMAGNETICT BE TAPE OR I (NOT 70 SCALE) PROVIDE WATERTIGHT COMPARABLE MEANS FOR FUTURE LOCATION.AD ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO 00 TOP FOUND. EL. 104.74' WITHIN 3" OF FINISH GRADE MINIMUM .75' OF COVER OVER PRECAST 97.0' 2% SLOPE REQUIRED OVER SYSTEM 95.0' - 96.0' Railroad PRECAST H-10 RISERS (TYP.) _ 20 r ate e o 4"0SCH40 PVC � a erg 101.7 PROP. TEE PIPES LEVEL 1ST 2' Rao W Lane P rker 93.0' a a 10" EXISTING TEE y , TEE SEPTIC TANK 1 00.3f* (92.69' Cape Cod 000000 0 0 • 92 62' Community 0 00000000 GAS BAFFLE .. 000000 0000000000092.86' 0.92' Pond Locus 91.7 Q 6" MIN. SUMP ��� � 12" MIN. INT. DIM. 16 HIGH CAPACITY H-20 INFILTRATORS 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) COMPACTION. (15.221 [2])*THE INSTALLER SHALL VERIFY THE NOTE: EACH UNIT = 6.25' LONG x 2.83' WIDE x 1.33' HIGH LOCATIONS OF ALL UTILITIES AND ALL 5'7 Route 6 OUTLETS AND BUILDING ATIONSEWER PR OR TO INSTALLING ANY Service Rd PORTION OF SEPTIC SYSTEM ( 13% SLOPE) ( 1 % SLOPE) FOUNDATION EXIST SEPTIC TANK 58' D' BOX 9' LEACHING BOTTOM TH 1 EL. 86.0' FACILITY LOCUS MAP NOTES **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NOT TO SCALE APPROX. NGVD 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE ASSESSORS MAP 216 PARCEL 6 1. DATUM IS WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE 2. MUNICIPAL WATER IS NOT AVAILABLE CONDITIONS IF NOT SUITABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) pFRCyFo 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO wFn BE USED FOR LOT LINE STAKING OR ANY OTHER qN0 PURPOSE. 8. PIPE FOR SEPTIC `S'T�STEM TO SCH. 40=4" PVC. - TEST HOLELOGS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. ENGINEER: ARNE H. OJALA+ PE SE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITNESS: DONNA MIORANDI, RS DIGSAFE (1-888-344-7233) AND VERIFYING THE DATE: 5/1613 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. PERC. RATE _ < 2 MIN/INCH 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED CLASS I SOILS p# 14002 LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ELEV. ELEV. REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 4 4 + 4�T O» 96.0 O» 96.5 �q �tiF A 4.2 23 FILL SL 0' /4,93.9 y 1OYR 4/3 20/ 32 yo 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 30 12»PERCHED WETLAND / S• AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE E B NATH CLEAN MED. SAND, TO MEET LS LFS +94. / �320 \\ ��J SPECIFICATIONS OF 310 CMR 15.255(3) � 324 95.25 1 OYR 5/6 1 OYR 5/6 41 / 96 �1 \ .2 PROP. WORK LIMIT LINE OF STAKED 36 40 # � SILT FENCE 3 B +96.52 7 C 1 BENCHMARK: COR. OF (VISIBLE) / 9 9 - `� 8.13 LFS SL TANK AT EL. 101.7' // �oc 98 ,• 08 \ 2\ 60" 10YR 5/6 91.0' 2.5Y 5/4 \+9'8. 6 \ 50*1 92.3' +97 LPIT 216 \ 99.45 C C2 SECOR / / 9 SIEVE / +9 .69�9 + 9 \ FLS SIEVE FLS 101.74 + 1.33 BASE. FLOOR / Q 164.75 \ / ��E � +02.26 ELEV.=101.95' 9 2.5Y 6/4 + 120" 2.5Y 6/4 86.5' T. ST sECOR@DECK > \ 120 86.0 EXISTING DWELLING CONCRETE BOUND / +98. + 0 77 103 8 p TOP FNDN. ELEV.=104. \ NO GROUNDWATER ENCOUNTERED EL.=95.64' 99.1 +10 .37/ 104.19 103.7 7 I +10 .50 +103.37 �G / 0 103.21 NOTE: DUG THROUGH OLD 5.6 STONE \ SYSTEM IN TH 1 BFN 8 / 98. 5 PATIO \ +10 .54+10� 1 51 103.96 SECOR@DECK /+\02.18 \ SMSPKSET +104.30 / / -K102.26 \ 106.37 \ \ VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: EXISTING +105.62 \ \ 1a: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5') 3 DWELLING \ 1 ' \9 .60 +103.36 1 SECOR \ \ 102.27 \ \ \ .0�,, I TOWN OF BARNSTABLE 360-1: REDUCTION IN SETBACK, SAS TO \ \ \ EDGE OF PERCHED WETLAND (100' TO 85'); 397-1-E: REDUCTION !AI.__QETB-SETBACK .,. Il....,1 E _. F ' .-1- 0' ... _�.�. ..,.. TL .N_LL, 1,.�J TO .0., 9.3 �102.34 \\ EXIST. WELL �102.45 \ / �+98.92 SHELL \ GUY / DRIVE _ 1 . UPOLE / '+ 0-2.64�\02 54 \ ±102.MIRE UGWIRES TO HSE 198.25 10 85 \ � 102.91 \\ ` C�2 50 02.79 SYSTEM DESIGN: 11102.84 }102.60 \ 1.36 1 3.06 11os EXISTING GARBAGE DISPOSER IS NOT ALLOWED \ \ DWELLING 03.03 �+-u ao764 / \\ DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD EXISTING 03.04 o _ GARAGE 102.96 w \ \\ USE A 330 GPD DESIGN FLOW 3.02 \ 111.03 XIST. WELL +\103.17 \ SEPTIC TANK: 330 GPD (2) = 660 \\ �2.92 �2 90 RE-USE EXIST. SEPTIC TANK** 102.49 LOT AREA \ / \ \ 103:12 \ 30,172 SF+/- / 101 \ LEACHING: / +103.19 \ \ 103.31 SMSPKSET \\ \ 4.73 SF/LF x 6.25' LENGTH = 29.56 SF PER \ \ HIGH CAPACITY INFILTRATOR UNIT \ \ 33b GPD/0.74 GPD/SF = 445.9 SF LEACHING \ Y+1 3.24 REQ'D \+\03.tj03\34 445.9 SF/29.56 SF/UNIT = 15.1 UNITS i \ \ THEREFORE, USE GRAVELLESS SYSTEM OF (16) \ o \ \ ^+103.�74 H-20 HIGH CAPACITY UNITS IN FIELD \ \ \\ CONFIGURATION SHOWN \ \\ \ 16 UNITS x 29.5 SF = 472 SF > 445.9 SF \ 472 SF (0.74) = 349 GPD (OK) +1044�9 \ \ NOTE: 3 BEDROOM DEED RESTRICTION REQ'D PER \ BOARD OF HEALTH / +105.64 \ \ +106 4,4 \ +10 0 r A=1.7 Cn BARN 0 EXIST. WELL TITLE 5 SITE PLAN OF 878 OAK STREET WEST BARNSTABLE PREPARED FOR JOHN CLARK _ off 508-362-4541 fox 508-362-9880 downcope.com © r r FanA s MAY 21 , 2013`� O `"s ,� • �� �y DANIEL ti�<� REV. 7 10 13 ADD VARIANCE 00WII Cope eag/neer/ag, MC• o oJA A. civil engineers " CIVIL A N°40�o land surveyors E� t Y . �� Scale: 1"= 20' 939 Main Street ( Rte 6A) �"]/�0 �(f� l TONAL Er i�3AS+R YARMOU THPOR T MA 02675 ^ l 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. I ALL SHALL SYSTEM PROFILE MARK DSTE WITHC MAGNETIC TTAPE OR BE W PROVIDE WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. I ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO 00 TOP FOUND. EL. 104.74' WITHIN 3" OF FINISH GRADE 97.0' 2� SLOPE REQUIRED OVER SYSTEM 95.0' - 96.0' MINIMUM .75' OF COVER OVER PRECAST Railroad PRECAST H-10 RISERS (TYP.) _ 2• 101.7 4"OSCH40 PVC e�9°te PROP. TEE PIPES LEVEL 1 ST 2' o W �e 93.0' P°ker Roo L° TEEEXISTING TEE y 100.3t*' Cope Cod SEPTIC TANK 10. 0 0 0 0 0 0 92 62' Community GAS BAFFLE .; ° °o°o°o°o°o°o o0 (j(�T/g College 0 000000000000 00 92.86' 92.69' o.s2' 91.7 Pond •; \s 6" MIN. SUMP 12' MIN. INT. DIM. 16 HIGH CAPACITY H-20 INFILTRATORS 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 [21) NOTE: EACH UNIT = 6.25' LONG x 2.83' WIDE x 1.33' HIGH LOCATIONS OF ALL UTILITIES AND ALL 5'7� Route 6 ELEVATIONSUILDING EPRIOR TO INSTALLING ANY Sewice WER OUTLETS AND Rd PORTION OF SEPTIC SYSTEM ( 13y SLOPE) ( 1 % SLOPE) EXIST LEACHING BOTTOM TH 1 EL. 86.0' FOUNDATION SEPTIC TANK 58' D' BOX 9' FACILITY LOCUS MAP NOTES **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NOT TO SCALE 1. DATUM IS APPROX. NGVD 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE ASSESSORS MAP 216 PARCEL 6 2. MUNICIPAL WATER IS NOT AVAILABLE CONDITIONS IF NOT SUITABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) pfRch'f0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO - wf BE USED FOR LOT LINE STAKING OR ANY OTHER �qNO PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TEST HOLE LOGS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND ARNE H. OJALA PE, SE PERMISSION OBTAINED FROM BOARD OF HEALTH. ENGINEER: ' DONNA MIORANDI,=RS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITNESS: DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND h OVERHEAD UTILITIES DATE: 5/1613 PRIOR TO COMMENCEMENT OF WORK. PERC. RATE _ < 2 MIN/INCH 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE CLASS I SOILS P# 14002 REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ELEV. ELEV. REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 1 + 4�T 0f$ 96.0' 0" 96.5' A �( 4.2 FILL SL 23 o' � .9 >L „ „ 1 OYR 4/3 / 32 q �0 5' RE VAL OF UNSUITABLE SOIL REQUIRED 30 12" PERCHED WETLAND / S• AROU `PERIMETER OF.LEACHING FACILITY, MATH f1EAN MED. AND` TO MEETREPLACE E B \320 \ _ +94. \ ��• SPECIFlCATIONS OF 310 CMR 15.255(3) LS LFS 95.25 324 36„ 1OYR 5/6 40„ 1OYR 5/6 2 OROP. WORK LIMIT LINE OF STAKED #2 3 - tILT FENCE B C 1 +96.52 / g �r.13 " LFS BENCHMARK: COR. OF (VISIBLE) / - SL TANK AT EL. 101.7' / // �o� �'� .08 �' \ 2\ ': 60" 1 OYR 5/6 91.0' 2.5Y 5/4 '6 - 5D" 92.3' +97 LPIT �. 216 99.45 SECOR \ C C2 SIEVE 9 .3 + 9 e ` FLS SIEVE FLS / 16754 + 1.33BASE. FLOOR i \ 01��E 00 + ELEV.=101:95' _ I # 102.26 1022.52 t \ 2.5Y 6/4 2.5Y 6/4 T. ST SECORODECK 120 86.0' 120 86.5' EXISTING DWELLING \ TOP FNDN. ELEV. i�o4. NO GROUNDWATER ENCOUNTERED .. CONCRETE BOUND +g8. � + 0.77 103 8 17 0 - EL=95.64' / 99.1 +10 .37 +103.37 104.19 103.!'7 \ ' +10 .50 �G 0 OAP 103.21 \ NOTE: DUG THROUGH OLD ' - ).6 STONE 8 SYSTEM IN TH 1 FN / 98. 5 PATIO _ +10002 51 103.96 1 SECORODECK +102.18 . \ \ +10 .54 SMSPKSET /\ +104.30 / \ +1106 27 \o2 2s \ ` VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: EXISTING \ \ 1a: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5') - I \ \o .60 +103.36 104.44 CR DWELLING \ \}102.27 - \ \ \ 0�,, I TOWN OF BARNSTABLE 360-1: REDUCTION IN SETBACK, SAS TO \ \ \ \ \ EDGE OF PERCHED WETLAND (100' TO 85'); 397-1-E: REDUCTION ETS .O WELL, 150 TO oe 102.34 I - _ . EXIST. WELL �102.45 \ SHELL �\8.92 GUY UPOLE _ 98.25 / DRIVE f2.64 02.54 \ `++-102.-MRE UGWIRES TO HSE 10 �5 \ 102.91 1102.84 102.79 �79 �2 50 1.36SYSTEM DESIGN: 102.60 \ - /�1 3.06 4,10¢5 EXISTING GARBAGE DISPOSER IS NOT ALLOWED DWELLING �03.03 102.64 / \ 03 04 o 1�7L.71 \ DESIGN FLOW. 3 BEDROOMS ®-110 GPD = 330 GPD EXISTING _ i � w 1o2.9c r'rs GARAGE. USE A 330 GPD DESIGN FLOW OO, 3.02 \ 111.03 1 ST. WELL +\103.17 \ SEPTIC TANK: 330 GPD (2) = 660 \\ �02.92 102.90 RE-USE EXIST. SEPTIC TANK** . 102.49 LOT AR \ / \ 103.12 \\ 30,172 F+/- / 101 LEACHING: :. \ 103.19 i 3.3+SMSPKSET \\ \\ 4.73 SF/LF x 6.25' LENGTH 29.56 SF PER \ \ HIGH CAPACITY INFILTRATOR UNIT \ \ 330 GPD/0.74 GPD/SF = 445.9 SF LEACHING 103.24 REQ'D • / \03. �03\34 445.9 SF/29.56 SF/UNIT = 15.1 UNITS \ \ USE GRAVELLESS--SYSTEM OF (16) \ o \ THEREFORE, \ ^�103.74 H-20 HIGH CAPACITY UNITS IN FIELD \ \ \ CONFIGURATION SHOWN \\ \ 16 UNITS x 29.5 SF = 472 SF > 445.9 SF \ 472 SF (0.74) = 349 GPD (OK) I \ +104\49 NOTE: 3 BEDROOM DEED RESTRICTION REQ'D PER f \ BOARD OF HEALTH +105.64 / \ +106 4\ +10 A=1.7 r BARN °o. 0 EXIST. WELL I TITLE 5 SITE wl"' LAN OF 878 OAK STREET t WEST BARNSTABLE PREPARED FOR JOHN CLARK off 508-362-4541 fax 508-362-9880 ` x, MAY 21 , 2013 downcape.com © `�`�cA`SH o q s� �r�4p�tw pl r,,,y s\{, DANI:LA�cy�� '�Q DANIt L �`N'�' REV. 7/10/13 (ADD VARIANCE) down cape engineering, inc. A. civil engineers CIVIL oJALA 2 No.409PO land surveyors 939 Main Street ( Rte 6A) Scale: 1"= 20' YARMOUTHPORT MA 02675 -7/iD 113 ►�TONAL N` :�,TS R 0 10 20 30 40 50 FEf-? DATE DANIEL A. OJALA, P.E., P.L.S.