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HomeMy WebLinkAbout0484 CRAIGVILLE BEACH ROAD - Health • 484 Cr �et aigvilk,Beach Road A.=..246=072 --- Hyannis s r (-A x , � a a � TO OF S�AB �M LOCATION3 ,SEWAGE #� VILLAG v ASSESSOR'S MAP n& LLOTOWO , / INSTALLER'S NAME PHONE NO. ' f VIIGCQ�GC�I I'1�1 1 C�lJ�1'o�16UII-� SEPTIC TANK CAPACITY ! 5� al o LEACHING FACILITY: (type) i2m (size) 1�� NO. OF BEDROOMS BLUDER OR OWNER m) PERMITDATE3 22 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 .Fi &wr or- Hoot _ i S to LL6 Ll I 1� 3 i 3 7 2-T 3 �-5:5 y —33'P4 V-33 If Li `fib` 1®`' - 5 - Z,7 7" �10Z 6-,� - ' Fee 1 '' TE1E COMMONWEALTH OF MASSAC HU!EfTS Entered in computer: PUBLIC HEALTH DIVISION - TO VN OF BARNSTABLE, MASSACHUSETTS Yes application for joigoal �§p-5tem C011,5truction permit Application for a Permit to Construct(-T-Repair( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. L{8t( &41av1��fL ZCc.ckN Rck Owner's Name,Address,and Tel.No. t t�;c 'Yell©� C3 DFF�sh�? Assessor's Ma /Parcel 44 r/ ?,) A% p Z G—O - �ohh �� MA- O tay Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ••?,o.ZQx rases bc�cKv� OZ(o Type of Building: Dwelling No.of Bedrooms 5 Lot Size (oO.Tgq sq.ft. Garbage Grinder (Il4d) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) $SO gpd Design flow provided SCZ- gpd Plan Date 81(s10(a Number of sheets I Revision Date �- Title Rrr% 4rjQt6ec( xsven-% o Size of Septic Tank 1SQQ" Type of S.A.S. 7-606 4L,&C1wy6wn , en . (0..1 Y. (o(e-pIzL:Z> Description of Soil S?:�F 11,3`5` -ZH-I 0W4' O L.kieek LA-4C-(Z lou_ 4 SAr ! LQkvN wlep, 10,,1kf1& SA gN U." Z3 -13z" C U, .' r 2.sy Qjk mgr> sA4j-zz, �Jaleel r,�v.W.C�J �'L, i341 (,r�1w"M 3 '3..►�.e?Sn�� Nature of Repairs or Alterations(Answer when applicable) Date.last inspected: Agreement: ` The undersigned agrees to ensure construction and maintenance of the afore described on-site sewage disposal system in f accordance with the provisions of Title o the Enviro mental Code and not to place the system in operation until a Certificate of Compliance has been issued by this BW r f th Si e v Date _ Application Approved by Date Application Disapproved by: - Date for the following-reasons Permit No. Date Issued No. a 7Fee SU 1 �. ':_—YHt COMMONWEALTH OF MASS TS Entered in computer: PUBLIC HEALTH DIVISION . TOW'N-O,'F..BARNSTABLE,.MASSACHUSETTS Yes ZIpplication for aigponY *Vki tt Cow6truction-permit ay . Application for a Permit to Construct()'Repair( ) Upgrade( ) :Abandon( ) l J (;o ❑Complete System Individual Components r J Location Address or Lot No. �(8�( etec��v i�\Q Zo!' , RWA Owner's Name,Address,and Tel.No. t � T3; yellu CT b ah� ; Assessor's Map/Parcel Zy 6_0 (7b_'S 7 O Z(0y Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5v1\uan F_�r\ees.ti> u Type of Building: Dwelling No.of Bedrooms Lot Size (QO,Tjq sq. ft. Garbage Grinder (ASO Other Type of Building No.of Persons r?;�) If Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) SSC gpd Design flow provided SSZ gpd 1+ 'Plan Date elm o(o Number of sheets " Revision Date Title 5lk �RSr\ 409C5Pd.wrcx+vrw,em15 Size of Septic Tank ISOtN Type of S.A.S: Description of Soil ®-4, 0LA-ieg 4 3' a LN-jeK lVie-314 -.SANhZ:9,1 LOKYYN 13—Z3 B t AYER 1"9,4& 5MQN tom 23-13Z" C(dr v Z SY klto MeT> 5A _6&, (a\\W—eq 3 -ZC0 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: i l The undersigned agrees to ensure Aconstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5/offthe Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig �d� �1.� ) ,,�rjl✓i 0 _ 1i a ,., ,Date Application Approved by Date Application Disapproved by: v r . �/ i r l `J Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS .y Certificate of Compliance 4 o THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired ( ) Upgraded ( ) Aband"otted( )by ,ti i ��C//���„J -- :t at c � c t� t � i �g� \P has been constructed in accordance =V with thglprovisions of Title 5 and the for Disposaf System Construction Permit No. 0/n dated Installer �Q��i 1,9 C jai l Designeri v � #bedrooms 5 Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will-fun tion as, esigned. Date l / Inspector „ - o — --/—� — --=----=------.---------- ----- — No. / / / � - ..Fee S�CI T E COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=i.5po!5al ,p!6tem Construction Permit Permission is hereby granted to Construct (--') Repair ( ) Upgrade ( ) Abandon ( ) System located at iJ94 0r4;r`v;te ,t and as described in the above'Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions Provided: Constructionu�be co7pleted7 within three years of the date of th roved Date arm/'i . A � pp b y V v U C>D"5 Town of Barnstable Regulatory Services g Thomas F. Geiler,Director Public Health Division s639• Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: ` Designer: nstaller: J. 4 Address: Address: 6 Z D 1 On� CJ as issued a permit to install'a _ .. ,(date) ins septic system at based on a design drawn by p IJ (address) dated G DlU (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. �. i y t at to septic -)--*em referencedabove was installed with major changes (i.e. 'greater, 10' lateral relocation of the SAS or any vertical relocation of any component of the sep c system)but in accordance with State &Local Regulations. Plan revision or certifi -built by designer to follow. 0 VAN (Install s Si tore gna ) - 297 e CIVIL r , (Affix Designer's Stamp Here) -0;PLEASE RETURN TO BARNSTABLE-PUBLIC HEALTH DIVISION: CERTIFICATE OF COMPLIANCE WII.L NOT BE ISSUED UNTIL BOTH TffiS FORM AND AS- f A` 'BUILT CARD ARE RECEIVED BY THE BARN STABLE PUBLIC HEALTH DIVISION. ;W 1'HA1VK YOU. Q Health/Septic/Designer Certification Form o . (� 6 No. 9,0 v e � � � - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes _ ZIpplication for 33i5paal *p$tem Col6truction Permit— � Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) I✓�Complete System ❑Individual Components Location Add�ryss or Lot No. Owper' ame,Address, Tel. Y'17 Celt. V�dl� ge"cdi 2ta JW (yan .1 1/,w L ( ►b Assessor's Map/Parcel y 6 - 7� -( y 7b G�ll i/1/1e 41--a4 Ire a-d I taller's Name,Address,andd Tel.No. Designer's Name,Address and Tel.No. 11•t 111( a,c4LV� QA- pio-fte- bit r-A 'n4V?rt, A. hx, �63 ® {} erill� rtq Type of Building: _ Dwelling No.of Bedrooms Lot Size �3is sq.ft. Garbage Grinder Other Type of Building Q'i�b k.`C-¢JI �a� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) SRO gpd Design flow provided gpd Plan Date 6 Number of sheets j Revision Date Title i Size of Septic Tank Type of S.A.S. S00 6 1/0 C 6.7 X b.6 Description of Soil -� ��0 33 ? O' ' D`t-CQ -(3 l i 'ct. U- l® IQ S. to . S l cC :V66 � AM SAra6.ko. Q V eL T. I u., 9-C,a - JUA. a06JI Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constru and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the ron ntal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o e th Signed Date 3`�a` - 7 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued --------- — ------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed Repaired Upgraded ( ) Abandoned't( )by at �,��f C�QI V 1 Qcq� 2�^A has been c nstrurctted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. oC�(�.g 3 dated Installer V, &yll�C�(Zll`. (.FRS- Designer So I jrytA &Ji nF " //11 #bedrooms Approved design flow gpd gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector r _ W Y^ ��s,: rs of (d• L No:. t �U1177 ✓'^ Fee : . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYitatton for Mt9;poga1 *p5tem Cong4ructtou Vertutt,` Application for a Permit to Construct( Repair( 'Upgrade( ) Abandon O Complete System i1:1 Individual Components Location Address or of No. Owner's Name,Address,an Tel.No. i/�W i ;\ y �/ C(-6A jj,,tl< Rc.+� 2t� Jew /sJon //JI `r!! Assessor's Map/parcel k'6 P_ 79 -DD y y t/ 0r44 i V i /c Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (1� ('�cell�tqu�i �On p�.f3�X 6�� SoI�I�An Fn ,neLpj, 6S`9 Type of Building: t Dwelling No.of Bedrooms Lot Size 131 sq.ft. Garbage Grinder ( �+� Other Type of Building -(-Q J1 Jib�� No.of Persons .Showers( ) Cafeteria( ) Other Fixtures _ Design Flow(min.required) S�SO gpd Design flow provided U gpd Plan Date 6 Number of sheets 1 Revision Date t Title (;Q A/' .�O n{ I' Size of Septic Tank $��O Type of S.A.S. S y 0 64 //d I Cky'� r � � x':�'� Description of Soil .S a,0 PJan p fl,33) C`t/" oy Cl ue_T �� 3 a y�f' !O VR S4 I - I r ►Dy t/ 6 ' S you, a - " �C ( v r 5, 6 , / 7 AM SA,.r L)S SAD L ur aG3 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constru�c and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the,#Edvafon ..ental�Code and not to place the system in operation until a Certificate of _ Compliance has been issued by this Board . 1 .Signed �`— Date Application Approved by _ - - -. Date Application Disapproved by: i Date for the following reasons Permit No. Date Issued ------------ --------------------------------- THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY;that the On-site Sewage Disposal System Constructed ( ")k; Repaired, ( ) Upgraded ( ) >1' . Abandoned ( )by > n r»� at `1 �`I cc-al�V i th- �h 'RD,- cQ has been constructed in accordance., Ir .��,.� ems, with the provisions of Title 5 and the for Disposal System Construction Permit No. �.00 —� �3 +dated Installer Q. 3, &U I�.j f 4 U CA `0 n S - Designer &)I h y 4`A 'A"iA f10 rrt n a d #bedrooms Vr Approved design flow `J J Y S0 gp The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ————————————— No. --- - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS N Migpont *pgtemY Con6tructton Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at y�S (� C�at GV 1)h Rea rQx j (Gt�rfy11l C xzx:-and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty, to comply with Title S and the following local provisions or special conditions. , Provided:,Constrti tion mu t be c pleted within three years of the date of this f Date -Approved by I r r t .. The plans and specifications for every on-site system shall be prepared as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system designed to discharge more than 2,00 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner. may prepare plans for the repair of a system.designed to discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by a Massachusetts Registered Sanitarian and approved by the approving _authority; (2) Every plan submitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing system which requires a variance to a property line setback distance;'must.also reference a plan which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with M:'O.L. c: 112, § 81D; / (4) Every plan for a system shall be of suitable scale"(one inch=40 feet or fewer for plot / plans and one inch = 20 feet or fewer for details of system components) and shall include depiction of: (a) the legal boundaries of the facility to be served; (b-Y—the-+older-and-loeation o€any-:easetuen agpurte, tto or whiieh-could nrtpaet-the system; (c) the location of the all dwellings)or building(s)existing and proposed on the facility and identification of those to be served by the system; - - a acanon of existing or proposed impervious areas, including driveways an � 'parking areas; (e) location and dimensions of the system (including reserve area); (f). system design calculations,including design daily sewage flow, septic tank capacity / (required and provided); soil absorption system capacity (required and provided); and 1/ whether system is designed for garbage grinder; (g) North arrow and existing and proposed contours;. (h) location and'log of deep observation hole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the approving authority and soil evaluator; (i) location and results of percolation tests including the Gate of test and the names of -the representative of the approving authority and soil evaluator, _ 0 name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 400 feet of the proposed system location in the. case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 150 feet of the.proposed system,location in the case of private water supply wells; location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, yelocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, / subsurface gains, leaching catch basins,'or dry wells; and the location of any nitrogen / sensitive area identified in 310 CMR 15.215 within which portions of the proposed V s stern are located. m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevation in the vicinity of the system; o) a complete profile of the system; (p) -a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) . the Iocation and elevation of one benchmark within 50 to 75 feet of the facility which is not subject to dislocation or loss during construction on the facility; (r), when dosing is-proposed, complete design and specification of the dosing system proposed including.but hot limited to dosing chamber capacity (required and:provided), `pump curves and specifications, number of dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or proposed,a complete plan and specification for the system,including a hydraulic profile; (t). a locus plan to show the location of the facility including the nearest existing street; (u) the street surriber and lot number,if any, of'the facility; and. (v) the materials of construetion.and the specifications of the system. 3 I j j i j j I jj i ; i I I I 1 1 i I II jj ; II jj i II II I 1 1 j j i I I j j j 11 jj j I1 jj ; I I j j j II jj ; I j I j 1 I 1 j I I I I I 1 �I I i I j I I I I I j 1 j I j ® 1 I I j I I I I 1 I I I j t I f I oI 1 I I I j I j 1 I I j t I 1 1 I I II I I I I j 1 II j 1 jj j I ij j I I I I I II j O i II I II j I I I j I 1 j II j i II j II j II I I ®11 j I I I tl rqT �� II j i1 i n II 1 11 I I I � 11 1 I I I I i .gam - I i I�. ff Osseo I ����y�::!��_i�..��-i���G; Ili■■■ ■C::a=•=:a:e;:Vie• I■omms;•::.p-:_: MEN m it ■�:�:■;':■i:-:■:•_:�:•-.fit. •■■• n_;We- im 10. �:!�i�G III I="-�--�i• !��_ !!i•w!! •• �i��.:� I Imo'.■■■.:' 11:_JJ:� - -_ -_ • ■_ I PEP" RE 010000 IZZ SUN __'__ �. - li HIRE�:::�: :� •_ :lei=-.� �L��:.�--:.:-- I : ��:::��;; , •pt■:"�: Imo'^�•i•'-:::' I;iC :::.•'=_i::w- I :��_�:��• i KIN Mll No i=='.:=:�i III.'"'=•._:_.. !.' •:'ii'.�'.ii: ! p:e:�_:. � 1A ME ��� ■ L. 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I I i I I I II II I I it I 1 j j II j 11 j I I ! I � I � O I 70 ! AA j a I m o a• a bD m 0 Z j fib � I - E I I I No:--- --_- ----- Fee--------------- BOARD OF HEALTH TOWN OF BARNSTABLE ZIPPIicationArVell Con5trurt ion Permit Application is reby mad .for a perms to Construct ( ), Alter ( ), or Repair ( )an individual Well at: ation — Address Assessors Map and Par el Aa caner Address /(na�ler r- WC& Ad ress Type o Building Al Dwelling—�� ? -- — --- — Other - Type of Building No. of Persons.-----------_ -------- Type of Well—)064� -- Purpose of Well--.---/M -------_ —_ Agreement: The undersigned agrees to install the aforedescribed 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 ertificate .of Compliance has been issued by the Board of Health. Si- - _ _ _—_£,C _ -- / da Application Approved By / date Application Disapproved for the following reasons: --_____ __—__________—_-_--___________�__�_—_________ ` date Permit No. — (1/ _— Issued--- D --- - —— ------------ da BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS I§ TO ERTIFY, That the Individual Well Constructed (4,1/Altered ( ), or Repaired ( ) Installer at Al I --------------------—-------------_-_-- — - --- -has been installed in accor4vm,ce with the provisions of the Town of Barnstable Boar f ea th P 'vate Well Protection Regulation as described in the application for Well Construction Permit No. = ated------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION �ATI FACTORY. DATE - -— -- — - Inspector--------- ----- - ------------- I U I��D �X No.-- -------------- Fee-------------------- BOARD OF HEALTH ' tt TOWN OF BARNSTABLE - Appricatioit,f'orlVeCC ConQructionO errrtit yF Application is reby madg for a permit Construct ( ), Alter ( ), orZRair ( )an individual Well at: - 4- ----- / J tl�/� _�C�C�_& -— - - -- 7,, -=oar3 p/1_ ,ation — Address ,Assessors Map and Parcel — — ',- 0 - -- - - 4 - � t /l- 117Z Owner Address _ ----- - - - - ------ - - - -- - --- - ------- - = �msVller..7 Type of Building /-7/ vy Dwellin ------------------ Other - Type of Building--=—___—_____-________ No. of Persons-----------------------__--______ / � . ------ Type of Well— ---_--- —�___ YP ----------- Capacity-------------------------------------- Purpose of Well-------- � +�------__—_-- t Agreement: The undersigned agrees to install the aforedescribed 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 - i Ir; /Uzv / /J -,� Application Approved BY / D - _ —-— ---/-=1 --------- l � date Application Disapproved for the following reasons:— TV —r --�'V — -- — —---- — — -------- —----- --- —---- date--- y— — . Permit No. - Issued----- ----- _____ BOARD OF HEALTH ^• TOWN OF BARNSTABLE } - Certificate ®f Compliance THIS IS TO ERTIFY, That the Individual Well Constructed1(l�Altered ( ), or Repaired ( ) / sue. by -- '- =;------------- ---- - - Installer at--! --------------------------------------------------------------------------------------- has been installed in accor ce with the provisions of the Town of Barnstable Board of Hea th Pri ate Well Protection ,� - Regulation as described in the application for Well Construction Permit No: --- +,------, -____ ated-------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED S A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTIONS TI FACTORY. '. ��-, DATE--_--- - � ---�--_ Inspector------------> -------------------a"�------------------- f ------ --------- ----- BOARD OF KEA•L'H .� TOWN OF BARNSTABLE grit Con5tructionjermit --�1 n -� F _ _�--�___ No. �- --- Fee --- i Permission is hereby granted t --- ---------_----_-_-__-_---________________________ to Construct ( Alter ( ), or Repair ( ) a Individual Well at: No. _ -1�- ��� _ - — -- ----- -- ----------------------------------------------- Street as shown on the applicatlon or a Well Construction Permit No.- !/I/ �1_—_©� ".- -- ----- Dated —--------------------------------- ----------- DAT CBoard of Health E— / I./ Town of Barnstable -�;3 1 _--- Ul JIBE Department of Regulatory Services t FAR"BTAKX public Health Division J)alC MAR& ibJq. �e� 200 Main Slrccl,Hyannis MA 02601 P/EO Mfd� Date Scheduled 0G Iz I J'inlc NO Fcc I'd._ Soil Suitability Assessment for Setvage Disposal Perfutmed By: C�JI'sVr �nPC�;na �L Witumcd By:j)0Q.A SICVA"r,--,. . LOCATION & GENERAL INI'ORMA11ON LocolionAddress q8t( 61iyv�l�p lx'nc1 Owner'sNamci3i5'141tx0(.(j�.f�'jrly�. . �12ngr� Cir��f/t;Ac. Address 'Pcl. �>t'x tcy Assessor's Mnp/Parccl: Zy(o-07a-1-3 Engineer's Name 5J11;dws NCW CONSTRUCTION ✓ REPAIR Telephone N Land Use &PS�G�4.il�r�� %es Slo �I ( ) �D ��p SurfnceStoncs N21J.Q Dislances fium: Opal Water Uudy It Possible Wet Arca 1(Q _ It Drinking Wotcr Wcll 00 It 1 ( Drainngewny—S� It Propcily Line It Olhcr /Ulk It SICE,TCII:(Street name,dimemlous of lot,exact loentions of test holes&pert lisle,locnte wcllnnds in proximily to hales) 1 l -1 " �_. Co ('1 - -- r , F y% Z MKS z t Parent nrnterlal(geologic) c Depth to bedrock 1500 1N-3 Depth to Groundwater. Slaudiug Water In Hole: IZOr, U.•7.0 Weeping from Pit lice /Utll)i C•_sthnntcd Sensonnl I ligli Groondwnlcr DETERMINATION FOR SEASONAL HIGIIMATER TABLE Mclhod Used: Fr.rvm)wc� 1, Depth observed slanding hr obs.hose: • ZO in. Dcplh to Soil monies: Depth to weeping Itom side ofobs.hole: in. Gioundwnlcr Adjoslmctd 0:3' a. index Well N/jIW Z9 Reading Date:Mlog hldex Well Ievcl (o.0 Adj.factor Q5 Adj.Gruundwnlct Lcvcl_(-,_ 8,,1 PERCOLATION TEST DAte Lizil Thne observa(lon Ilole 0 Time nt Y" 11 Depth of PCIC 50 qG _ Time nt 6" Sinrl Pre-sank Time Yjj6A5 Time(9"-6") _ End Pre-sonk r m. Rnlc Mhr./h�ch L Site Suitability Assessmerd: Site Pnssed Site Pniled: Addilimrnl•fcsling Needed(Y/IJ)_ OrlPhrel: Public Health Division Observation Mole Dala'I•o Be Completed on Back----------- ***If Itcrculatioll test is (o Ile conducted lvilhin 100' of ivellalld'you ❑Ins( fil-sl notify (he 111u•nsta111e Cunscrva(ioit Division a( Icast one(1) heel( 1lrior to beginnilig. n:l It'A1711/WrIVERCrnllM J 1�3 )' OUS1�ItV�1"it'3.ON HOLE.LOG Uolc It 1)elrillli•mt :;oilllulizun SoilTralulc S)oilCuior Soil Vlbcr ! 8tlrlhco(In.) (USL)A) (Muasoli) MutUing (;;lnlcnun,Stuncs,lluoL IF. --- ....--- -- --� -- - •- -- - -•-•- •- �.�....�.�.,..�CGlISI�14119Y,"�aS)J:9v_CD�._.�. a -13 ( A maw (0)9 3N ----- �� coArny 23—132 L W1ea �� Z.�y (�CQ (o w_�_►�.�, DEEP 013SERVNI'XON MOLE.LOG 3101c It Depth ftuta Soil Ilollmn Soil Tcxlure Still Color Soli Ullicr 3111MCe(in.) (USDA) (Munscli) Mullling (SUuclutc,Sloncs,Iknddcts. CyDI l tcncy "o Grnvcl) O^yr d 4-14 A Noyes. _ — LOA t 4-,Z4 t� stA�nr j_ I all DEEP OBSERVATION IZOLJ,LOG Roje I1 Depth from Soil Iluriwm Soil Tcxturo Soil Color Soil . Olhcr Sutlitcc(in.) (USDA) (Munscll) Mullling (31111chnc,Stoncs,Duuldcis. S�WJ`f R — .. coAY �/ u-Zt3 T3 '� _ ibyr� Zg-(Zo c rn,�-a sew�� Z,S Y --— 60. QD—° — DEEl OBSERV.A.TION HOLE LOG Rule !1_ Depth ftonl Soil Ilutiwn Suii'1'cxttmc Suit Color Soil Olhcr ;IllMce(ill.) (USDA) (Milliscll) Mullling (S1111cUnc,Sloncs,Douldcls. LO LuA INK 2(Q—132-41_ C— Flood Jusur•nncc Ratc Mnu: Abuve 500 ycnr fluud bumillmy Nu ' Ycs Within 500 ycnr boundsty NO Ycs ✓ \ Willibt 100 ycnr flood boundary No ✓ Ycr Depth of JVaturnlly Occurring 11crvioos Material J Dues nt least four feet ofnaturnily occurring pervious nnaterial exist in till nicas observed lhroiighuut the nren proposed fur(lie soil absorption system? y�S Jf ilul,wlinl is Uic depth of naturally occurring pervious material? _ Ccrli[icAlivn 1 certify flint on 1110q (etnte)1 have passed the soil evnlunlor exnminalion tipprovcd by the Dopartmmtl of Cnvirottuwutal Protccliun mud thnt the nbove nunlysis wns perfurmcd by me conastent with the required lraiuillg,expertise and expericuco described in 310 OAR 1.5.017. ignalurc_ Date -SIN? " ll:nent,l•nn'rrrrlalcroltM i LOCUS MAP SCALE 1"=2000't ASSESSORS MAP 246 PARCEL 72-003 LOCUS IS WITHIN FEMA FLOOD ZONES B & C AS SHOWN ON COMMUNITY PANEL Catch Basin MERRIRELD, EVERETT B C/0 THOMAS W #250001 0008 D DATED 7/2/1992. Rim =10.2 `\\ SANFORD, JR - EXEC ��,o LOCO \\ 139 VANCOUVER AVE MEHREZ, HENR/ CIL WARWICK, R/ 02886 \\\ MEHREZ, ISAAC O DIRECTIONS' a \\�\ 87 SHERMAN ST BELMONT, MA\\\ 02178 FROM HYANNIS - FOLLOW MAIN STREET TO WEST END Craig ' ROTARY; TAKE SCUDDER AVENUE OFF OF ROTARY, AND >\\\ �-8' Concrete FOLLOW TO STOP SIGN; TAKE A RIGHT ONTO SMITH Culvert STREET WHICH JOINS'INTO CRAIGVILLE BEACH ROAD; \ SITE WILL BE ON THE RIGHT, #484, ACROSS FROM SIXTH AVENUE. Hantucke Sound 1 1V \, Of F/owin 377't Per Record P/an) AL \ \ ' ' _ ZONING SUMMARY OWNER OF RECORD \ \ �� \ / AL \ \ Edge A, �'' \ ` ZONING DISTRICT: RBI RESIDENTIAL DISTRICT BIG YELLOW LTD PTSHP AIL PO BOX 64 a \ / J _ - \ / i i`- MIN. LOT SIZE 43,560 S.F.AIL MIN. LOT HYANNISPORT, MA 02647 AGE i �./ ♦ - , �\--' L - '` - \\ u \ i - - - - - f -AL MIN. LOT WIDTH 100 - 'Aul - - MIN. FRONT SETBACK �"'„�` 20 - - r .•• „�� MIN. SIDE SETBACK REFERENCES s_ ` \ - -a• - ".•.....,... •.,,,_;�....-- %"`•.. MIN. REAR SETBACK I 10 o �, .-- -� �' ••. -- i \ .- _ - -- - ,,.� 6� MAX. BUILDING HEIGHT 30 OR 2 1/2 STORIES DEED BOOK 11524 PAGE 39 Wf%Q �`••.`•�' - \ ,,,mow-rig _ - Wr 5 ' -� w•"�'/ b4�'-p•r / 1 4 .a.�",.•. WF 6 ` \ 34i Tdit AL / -- o , _ _ •,,,,.•,•, �•,,�,,,,,......--- ...,..�... .•._...,..•.._._.�._..." - _ - - - � PLAN BOOK 493 PAGE 63 _ - - Zimit Of Wet/ond .• .._..•..�....a-.u--►�-•� ..._..•_..•_...�_....�iC= `,, � _ � 1 _ SITE IS LOCATED WITT41N THE AQUIFER \ - r -01-- _ - - PROTECTION OVERLA* DISTRICT. E Alo B o Lot 1 Z '~'`'��t- F• • f•E,M. J Wetland Area=16,783E Sq. Ft. �•,.... - �_------ - /�� L YON, JENN/FER & JEFFREY j -Tata4- Area--e0;5991- .-F . / A L YON, JEFFREY A TR _ / PO BOX 64 Catch Sosin- a z1 _` - _ \ (Per Record Plan) \ ` / v HYANN/SPORT, MA 02647 Rim =13.0 -- -- - - - - �'� BUFFER WORK, LIMIT 'S0� BUFFER ME 1 DECK T. WALL DEC 2' 2ND FL.,OVERHANG DOUBLE STAKED HAY 12' :d--"PROP,,.QSED- _ - - PROPh} D o BALES-W�.SILT FENCINb` f SEPTIC NOTES S� m , GARAGE-- "' \ \ __ .--� \ \ / -- 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours `DESIGrT' / N PROPOSED Dt� LL FOR \\ �-r Prior to Any Excavation For This Project the Contractor Shall Make f \ f '_ _ Single Family 5 Bedrooms / ROOF RUI - TYP. X � �- \ the Recurred Notification to Dig Safe(. 888 344-7233). ; l f EL >� .1Ytsr13'vO fiarba tmadcr _ --� � 2.Tne Contractor is Required to 1�: ate Permits Fmitt t own 8 ,. Speed Limit � \", ... - - eq secure PPS P . � _- \ ,i- O ;,,. EL. 18.Jx`.� \ \ .,_, , Agencies For Construction Defined by This Plan. Daily Flow-110 x 5-550 GPD Sign - tic Tank:550 GPD x 200/,=1100 GPD 9 \ ..--- - ' / �, 3.The Proposed Water Line Shall be Constructed in Coordination With �p ro ° Z w Accordance With 248 CMR 1.00-7.00 Use 150,Gallon H-20 Septic Tank 0WOOSED O Z _ \ \ \ \ \ J Barnstable Water,and Shalt be in ill be Sleeved Where Required. "PROPC`SED \ &310 Civet 15.00.The water Line Shf 10 BUFFER � SYSTE I STONE_,_DRI''VE \ ( Required). LEACHING AREA 4.Install Risers to Within 6 of Finished Grade 5 5.All Structures Buried Four Feet or More or Subject - \ 100 BUFFER to Vehicular Traffic Must be H-20 Loading.It s the Engineers 550 GPD/074=743 SF Required O O 2 \ - �- -'- g 1--� Recommendation that all Components Always be H-20.. Sidewall=2(6.9'+66)2'=291 SF O� Y� 1 Q�f R�SERVE\ \ �- �- 6.Septic System to be Installed in Accordance With 310 CMR 15.00 8t Bottom Area=(6.9'z 66�=455 SF 746 SF Total Provided ...-- � TH-3 \ \ / 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable ._.�-91-"\ / Board of Health Regulations. j --- \ \.,..- - -" ` 7.All Piping to be Sch.40 PVC. LEACHING CHAMBER DESIGN 8.Inlet Tees Shall Extend a Minimum of W All Pipes to be Schedule 40. Use Z� 3 �0 \ ` \\ \\ Below the Flow Line. ° 7-500 Gal.Leaching Chambers in 9.An Outlet Tee Shall Extend 14 Below a Flow Line. --�•M Z(�E ri i ` ` \ \� _._.-- -\ � I 6.9'x 66'Washed Stone Fields as Shown. CebblestQn� 0Z Drit�eya�, '� \ Cl) o- PERC TEST: 11,331 a PERFORMED BY SULLIVAN ENGINEERING "* WITNESSED BY DONALD DESMARMS,R.S. �? L YON, JENN/FER & JEFFREY 1vNE21.2o06 A L YON, JEFFREY A TR q PO BOX 64 TEST HOLE-I gL F7,g TEST HOLE-2 EL.17.4 TEST HOLE-3 EL.17.9 TEST HOLE-4 EL.18.6 HYANNISPOR T, MA 02647 O LAYER 0 LAYER O LAYER O LAYER PARTLY DECOMPOSED PARTLY DECOMPOSED PARTLY DECOMPOSED PARTLY DECOMPOSED 4" LEAVES&TWIGS 17.5'; LEAVES&TWIGS 1 .1 4 LEAVES&TWIGS 75 4 LEAVES&TWIGS 18.3 A LAYER IOYR 3/4 A LAYER IOYR 314 A LAYER IOYR 3/4 A LAYER IOYR 3/4 DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN 13" SANDY LOAM 16.7 I; 14" SANDY LOAM 16.2 It" SANDY LOAM 16.9 r SANDY LOAM 17.9 B LAYER IOYR 4/6 B LAYER I OYR 4/6 B LAYER IOYR 4/6 B LAYER IOYR 4/6 DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN SANDY LOAM 15. a SANDY LOAM 15.4 SANDY LOAM 15.5 2 SANDY LOAM 16.4 C LAYER 2.5Y 616 � C LAYER 2.5Y 616 C LAYER 2.SY 6(6 C LAYER 2.5Y 616 FF Finish Grade OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW _MED_SAND, ILo UM.SAND 7.4 MED_SAND MED.SAND F.G.t< ISs F.G.EL Iss 50" PERC TEST 13. 4.0 See Note 4(Tyr.) T Mac. _ GROUNDWATER ENCOUNTERED 46" PBRC TEST 9"Min 25 GALLONS IN 6 MIN. 25 GALLONS IN 8 NW Comquvat Fig 126" LESS THAN 2 MN.INCH 7.3 i LESS THAN 2 NM INCH 7.8 Filter Fabric EL 16.80 AND/OR - GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED NO GROUNDWATIiIt ENCOUNTERED 2" Pen Stone 132" 6.8 ! 134" 6.8 132" 7.6 Doubts WaAo3 1500 Gallon if Too EL,16.10 LEACHING Stone EL 13.95 x CHAMBER Septic Tank D lioz i Flow ilizers H 20 As Required a{ ,."el OF 15.10 Leaching Chamber i See Note 5 PM H 20 Bet.EL.13.10 4-to" 9 SLILLIVAN «.. Redding,"T"s,&Baffles 10 as Per Title 5 I[F:aootmtnal Reprove dt Replace 6'q `;/"Fg733 � tn, A1UamuableSoils Witbin5'of CIVIL f0'Mio.-Bleb (see Notes 8&9) TicontmPetimeterof The Sywm CROSS SECTION OF CHAMBER m.• oun neon NOT TO SCALE ' DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM EL Sao NOT TO SCALE, ADJUSTED GROUNDWATER NOW 29 B NNE 2006 AD3USTME14T-0.3' - PLAN NOTES: PREPARED FOR: PREPARED BY 77TLE: +, 1. THE EXISTING CONDITIONS SHOWN HEREON ARE THE RESULT OF off sus-362-454, site !-IaI�I AN ON-THE-GROUND SURVEY PERFORMED BY DOWNCAPE fox 508-3e12-9880 ENGINEERING, INC., ON OR BETWEEN 12/29/2003 AND 2/16/2006 Big Yellow LTD PRSHP Sullivan Engineering, Inc. I Proposed Improvements P. O. BOX 64 PO Box 659 down cape englneerizrg, inc. 2. ELEVATIONS ARE BASED ON N.G.V.D. Osterville, MA 02655 � o Hyannlsporf, MA 02647 CIVIL ENGINEERS At (508)428-3344 (508)428-3115 fox LAND SURVIVORS 484 Cralgville Beach Road 3. ALL UTILITIES SHALL BE VERIFIED AND MARKED PRIOR TO ANY PSWIPEOaol.coin EXCAVATION. 939 mein s>~ yarmouthport, me 028'/5 } h Barnstable (Centerville) Mass. 4. LIMIT OF WETLAND DELINEATION BY HAMLYN CONSULTING. 20 0 10 20 40 80 Draft: JOD Field: a� 5. THE PROPOSED IMPROVEMENTS WERE DEVELOPED AND DESIGNED Review: PS Comp.: Date: Scale: August 15, 2006 1 "=20' BY SULLIVAN ENGINEERING, INC. Project: 26015 Drawing # LOCUS MAP SCALE 1"=2000'f o ASSESSORS MAP 246 PARCEL 72-003 ova LOCUS IS WITHIN FEMA FLOOD ZONES B & C AS SHOWN ON COMMUNITY PANEL Catch Basin MERRIFIELD, EVERETT B #250001 0008 D DATED 7/2/1992. i o 00 CIO THOMAS W Rim 10.2= \t\ SANFORD, JR - EXEC LOCUS \ 139 VANCOUVER A VE MEHREZ, HENRI & \\ \ WARWICK, R/ 02886 MEHREZ, ISAAC 0 DIRECTIONS \\�\ 87 SHERMAN ST a '\\\\ BELMONT, MA FROM HYANNIS - FOLLOW MAIN STREET TO WEST END Croig \\\� 02178 ROTARY; TAKE SCUDDER AVENUE OFF OF ROTARY, AND >\\\ 8 Concrete FOLLOW TO STOP SIGN;` TAKE A RIGHT ONTO SMITH kn jr f Culvert STREET WHICH JOINS INTO CRAIGVILLE BEACH ROAD; \ SITE WILL BE ON THE RIGHT, #484, ACROSS FROM SIXTH AVENUE. Nantucke Sound 1v Of F/owing Brook (377't Per Record Plan) Q '�- ILI_ ZONING SUMMARY OWNER OF RECORD E - -- air, 1 _ ZONING DISTRICT: RB RESIDENTIAL DISTRICT BIG YELLOW LTD PTSHP eagle All,f water / i/ //\\ \ // 'Lll PO BOX 64 \ \ \ t> MIN. LOT SIZE 43'560 S.F. HYANNISPORT MA 02647 MIN. LOT FRONTAGE 20 ' , alb (� `D / - -- f ,1,>r a 1 MIN. LOT WIDTH 100 MIN. FRONT SETBACK 20 ' �- _ .. --"- • ,��-- - _ MIN. SIDE SETBACK �� 10, REFERENCES alr, \\ -'". . �- ._ ._ j ,. ... ....,._,.. ►'�'F ,..---...._-.% MIN. REAR SETBACK 10 f � / DEED BOOK 11524 PAGE 39 -- __L_ air, ,,� ' MAX. BUILDING HEIGHT 30 OR 2 1 2 STORIES WF 3 1,I b _ ah�l - - ` - � I Cl- t \ �" ," .�-- �-�""....�-..- ----�...�...�..�.�...�... ....�... -.--......�,,,�.......,...._WF 6 �``� WF 7 alr, .al�c" =� byF- ._- _._- --- ` �.'WF 5 �. SITE IS LOCATED WITHIN PLAN BOOK 493 PAGE 63 .` „ �,- a .. j ! L%n7%t Of Wet/and ..�....�...�..n�..,L�.�.too ...�...�.n�.u�... -- - N THE AQUIFER \ e _ - - - _ - - - - _ - _ PROTECTION OVERLAY DISTRICT. -' ---0 L_ Ago Lot 1 - -_ ZONE/B o _pl -rea081 -E•M•p• M•A• $ J - U an d a �3,51 6Sq.-f' 1`: _ _ �_ _ Wetland Area-16,783t Sq. Ft. L YON, ✓E N/FER & ✓EFFREY -T@taf- Area=t0-,M9,± SEt.-Ft � A L YON, EFFREY A TR PO BOX 64 Catch Bcsin-1 a - _ -- ' t (Per Record Plan) _ -� ` `' - / / HYANNIS ORT, MA 02647 3.Rim =10 0 -- - _ � - £�-- - -- - - 0 BUFFER \ \ WORK LIMIT '' ..- � 1. 1 - -5T BUFFER � T. WALL DECK - \ DEC 2 2ND F 6�VERHANG 15 `- ,-. 24' ~ `\ \ - a' _ EL.-OVERHANG STAKED HAY 12 - `PROPOSEs-' _ J PROPOSED c) \ . ,ALES W/ SILT FENCING SEPTIC NOTES / \ ~ �OU SE rg�-- N WAGE P 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours • - �.- .-- co � _ �OSED` DR FOR / �- ._ -' DESIGN DATA \ N ROOF RUNOF Prior to Any Excavation For This Project the Contractor Shall Make i " \ ` \ !r the Required Notification to Dig Safe(1-8:8-344-7233). Single Family-5 Bedrooms PROPOSED \ _.. . . " . _ SCA@ - \ _ _ n Wrth i<ro Barba cirrTnder Speed Limit sr� WELL ,/ EL. 20.0 \ \ - 2.The Contractor is Required to Secure Appropriate Permits From Town 8e O EL. 18.B ., \ Agencies For Construction Defined by This Plan. Daily Flow=110 x 5=550 GPD \ -_ - Septic Tank:550 GPD x 200%=1100 GPD Sign '�1 Q MCI N' T8-P. - _f f L� \ 3.The Proposed Water Line Shall be Constructed in Coordination With 23i�f 78 (100 MIN TO WETLAND) \ Shall be in Accordance Use,1500 Gallon H-20 Septic Tank a E " 3 �.. � � \ _ Barnstable Water,and ordance With 248 CMR 1.00-7.00 1 4 1 j F O Z PROPOSE t - \ \ \ &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. f PROPOSED N ST�hIC�pl \\ ~ \" \ 4.Install Risers to Within 6"of Finished Grade(5 Required). LEACHING AREA 4• ' 06-363 10-Q''$�FFER SYSTEM 1�4- �` r \ "" 5.All Structures Buried Four Feet or More or Subject `;88'ye 100 BUFFER to Vehicular Traffic Must be H-20 Loading.It is the Engineers Sid GPD/2(6. ' 743 2'Required O O H-2 - _�5 l--� Recommendation that all Components Always be H-20. Sidewall=2(6.9 +66�2 -291 SF g V_ ?�C `S " ` 0--1 O 100� R�SERVE-, �- / 6.Septic System to be Installed in Accordance With 310 CMR 15.00& Bottom Area=(6.9'x 66)=455 SF j �� f -- ' I r - TH-3 \ Zt �, \ / 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 746 SF Total Provided Board of Health Regulations. LEACHING CHAMBER DESIGN O� ----' ,, ..,.- - - - _. _ \ ...- -- •, 7.All Pipig to be Sch.40 PVC. r 8.Inlet Tees Shall Extend a Minimum of 10" All Pipes to be Schedule 40. Use Z�E B i ✓' �� \\ \\ Below the Flow Lie. 7-500 Gal.Leaching Chambers in \ 9.An Outlet Tee Shall Extend 14"Below the Flow Lie. / F•E•M. , A. Z�E C ��� - \ \ -� � 6.9 x 66'Washed Stone Fields as Shown. / oz � \ Cobb/esto ' ne ` She// Or/vewoy J '- - - - PERC TEST: 11,331 o PERFORMED BY SULLIVAN ENGINEERING WITNESSED BY DONALD DESMARAIS,R-S. . L YON, ✓ENNIFER & IEFFREY JUNE 21,2006 rn A L YON, JEFFREY A TR o PO BOX 64 TEST HOLE-1 EL.17.8 TEST HOLE-2 EL.17A TEST HOLE-3 EL.17.8 TEST HOLE-4 EL.18.6 H YANN/SPORT MA 02647 O LAYER O LAYER O LAYER O LAYER PARTLY DECOMPOSED PARTLY DECOMPOSED PARTLY DECOMPOSED PARTLY DECOMPOSED 4" LEAVES&TWIGS 173 4" LEAVES&TWIGS 17.1 4" LEAVES&TWIGS 173 4" LEAVES&TWIGS 18,3 A LAYER IOYR 3/4 A LAYER IOYR 3/4 A LAYER IOYR 3/4 A LAYER IOYR 3/4 DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN 13" SANDY LOAM 16.7 14" SANDY LOAM 162 11" SANDY LOAM 16.9 8" SANDY LOAM 17.9 B LAYER 10YR4/6 B LAYER IOYR4/6 B LAYER IOYR4/6 B LAYER 10YR4/6 DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN 23" SANDY LOAM 15.9 24" SANDY LOAM_ 15A 29" SANDY LOAM 15.5 26" SANDY CRAM 16A C LAYER 2.5Y 616 C LAYER 23Y 616 C LAYER 23Y 6/6 C LAYER 2.5Y 616 F EL.20.0 Finish Grmtc OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW F.G.EL.18.5 F.G.EC.19.5 „ ' 50" PERC TEST 13.6 Sec Note4 3'Max. MED.SAND 120" MED.SAND 7.4 _MED_SAND_ TY -MED.SAND (rvpJ 9"Min �' GROUNDWATER ENCOUNTERED 46" PERC TEST 14.0 CompacYat rill 25 GALLONS IN 6 MIN. 25 GALLONS IN 8 MIN. Filter 126" LESS THAN 2 MIN.INCH 7.3 120" LESS THAN 2 MIN.INCH 7.9 Fabric - GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED. '.. ANDIOR • , 2" 1/8"-1/2" 132" 6.8 134". 6.8 132" NO GROUNDWATER ENCOUNTERED 7.6 - Pea Store 3/4"•1 1/2" El-1(i.40 ;• LEACHING Donblc W xshat - 1500 Gallon Er.. 6.15 T ELT 1 610 Stone Septic Tank ' 5 D=Box EL,1.5.7 2' CHAMBER Flow E uih=s H-20 A R.equi " FL.15.10 Leaching -- '- _ e Chatnber S See Note 5 11-20 4'-10" u Dut.}Z.13.t0 ' g «: Beddin f"s,&Baffles r,.9 _.I W Per Title 5 If Eno antcred Rernow&Replace . s �, All Unsuitable Soils Within,F of (See Notes 8&9) io'Min.-slab The Outer rerimeter of The System , CROSS SECTION OF CHAMBER ' CPA • ",.. nundatinn NOT TO SCALE DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM EL.s.to ADRJSTI'D GROUNDWATER NOT TO SCALE MIW 29 B 1C-NE 2006 ADJUSTMENT-:0.3' Add Proposed Well & Remove Proposed Water Line DATE: 12 12 06 REWSION: Extend. Work Limit Per Con Com Request DATE: 09128106 PLAN NOTES. PREPARED FOR: PREPARED BY' TI TLE: 1. THE EXISTING CONDITIONS SHOWN HEREON ARE THE RESULT OF off 508-362-454' Site Plan fox 508-W2-9WD- AN ON-THE-GROUND SURVEY PERFORMED BY DOWNCAPE BigYellow W LTD PRSHP Inc.ENGINEERING, INC., ON OR BETWEEN 12/29/2003 AND 2/16/2006 Sullivan Engineering, I ( Proposed improvements .�.� P. O. Box 64 PO Box 659 down cape engineering, inc. At MA 02655 2. ELEVATIONS ARE BASED ON N.G.V.D. Hyannisport, MA 02647 Osterville, etvzL ENGINEERS o (508)428-3344 (508)428-3115 fax LAND SURVEYORS 484 Cralgville Beach Road 3. ALL UTILITIES SHALL BE VERIFIED AND MARKED PRIOR TO ANY PsuuFECsbol.com T EXCAVATION. 939 main st. yarmouthport, ma �� Barnstable (Cen ter vill e) Mass. - 4. LIMIT OF WETLAND DELINEATION BY HAMLYN CONSULTING. 20 0 10 20 40 80 Draft 1OD Field: t 5. THE PROPOSED IMPROVEMENTS WERE DEVELOPED AND DESIGNED Review: pS Comp.: DATE: August 15, 2006 SCALE: 1 "=20' BY SULLIVAN ENGINEERING, INC. Project: 26015 Drawing #