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HomeMy WebLinkAbout0130 KNOWLTON LANE - Health f' 13 0�Knowlton+Lane . A = 102 -221 Marston Mills TOWN OF BA.RNSTABLE LOCATION /30 1r.y,*e`1ra Zgee SEWAGE # VILLAGE X//1 ASSESSOR'S MAP & LOT -' INSTALLER'S NAME&PHONE NO. K24 SEPTIC TANK CAPACITY _J//l-Ca 67,L t Ggyw Gc L LEACHING FACILITY: (type) M0 Gs 11 tham i—J 4 (size) _1/ is 39 �. NO. OF BEDROOMS BUILDER OEO NR /'/G eG d A PERMITAT 7-0f, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �f 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 Datao C t C I f7 No.. W- /d./ t ,. Fee L►(J _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Ap phration for �hgponl *p Acm com6truction Permit Application for a Permit to Construct O Repair(/ Upgrade O Abandon O ❑ Complete System Individual Components Location Address or Lot No. /3� ,[/���1�/�r jQ�e Owner's Name,Address, and Tel.No. Assessor's Map/Parcepal `\ �✓ �/Al/� /�d ie< Installer's Name,Address,and Tel.No. o Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 13� Lot Size ����f sq.ft. Garbage Grinder (/0�0 Other Type of Building e,5 . f-1g7e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uir ) �j� gpd Design flow provided �✓�g gpd Plan Date ' I Number of sheets Revision Date Title J 51 -c— i D /.' o l.IJ `! A Size of Septic Tank Type of S.A.S. Description of Soil / X 321 Z_ 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 f Health. J Signed Date Application Approved by Date 0 716 6 Application Disapproved by: Date for the following reasons Permit No. o?_0C) /yq Date Issued No. a�' �,_ � ( Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE;MASSACHUSETTS Yes 01pplication for Mi5po5al *p$tem Construction Permit Application for a Permit to Construct O Repair( Upgrade O Abandon O ❑ Complete System 34ndividual Components Looc�ation Adddrresss orr Lot No. /30 !t�pu�/�`d� l��e Owner's Name,Address,and Tel.No. �(/Zor's Mav p/par el ` r��ls �fi/ �t�'fC e/u, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 7/`ev C,5;� Type of Building: Dwelling No.of Bedrooms Lot Size ��J �/ sq.ft. Garbage Grinder V/ o Other Type of Building A 5g 71,f'�'e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.reequir/ed) 330 gpd Design flow provided 7-515 gpd Plan Date �1/+/1 Number of sheets //Revision Date Title .5 :5/l e ,49/q'O D 130 Size of Septic Tank /���' Type of S.A.S. — S IJ'� 9q C Q'•�i' I_$ Description of Soil le ,71?.f' Z 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, f(He Ith. l 17 Signed iif� Date Application Approved by Date 11 7 0 6 Application Disapproved by: Date for the following reasons q Permit No. a ouG -- ( / Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Dispossa,System Constructed ( ) Repaired (-, } Upgraded G�Abandoned( )by all at / �✓l/ ley©Lllll-"— ll /t9 y�/ Shas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 1�00 6 ` /V ! dated a A,6 Installer Designer #bedrooms Approved design flow ° gpd The issuance of this permit shall not/be nstrued as a guarantee that the system will'function as e g ed. Date /z� 6 Inspector --------------------------------------------- No. D60A — Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1wtopool 6p.5tent Con5tructton Permit Permission is hereby granted to Construct ( ) Repair ( ✓) Upgrade ( ) Abandon ( ) System located at �/ /�Gf041��`G'`J �G�°•� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thi permit. Date L!l 7/0 �, Approved by Mt, FROM :down cape engineering inc FAX NO. :15083629880 May. 15 2006 12:22PM P1 Town of Barnstable Regulatory Services i Thomas F. Geiler,Director Public Health Division rMa` Thomas McKean,Director 2()1 Main Street,Hyannis,MA 02601 Office: 506-862-46" Fax: 509-790-6304 Installer&Designer Certification Form Date: (7 kr Sewage Permit# ZVONY� Assessor's MapTarcel �Z- r Designer.- cJ►� �, „� Installer: e- Address: I JAB Address: �5— '!Ul-l5�` Of On -7 A401-Layla Yy' was issued a permit to install a (date) (installer) septic system at 00 Kr10 c d yl L�L1��4.• based on a design drawn by (address) ..Q.- _ dated 6 4 6 (d gner) I certify that the septic system referenced above was installed substantially according,to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. ARNE H �4 (Ialler' ignature) OJALA nst CIVIL No. 3Q74? 1� -v QIONAI (>aesi er's Sig tore) (Affix T)e s Stamp Here) PLEASE E.TL 2N TO BARNSTABLE PUBLIC I1F_ A� L'Y'I3 DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVE BY TIFF BARNSTABLE PUBLIC HEALTH DIVISION. THANK Y(�U. j Q:HealthdSepticMesigner Certification Form 3-26-04.doc -.ice.. .._- '�- - .f� .- �_ . .• _ r_ y pi BLE 16 P1Fj 3: 44 - ` t ':ION )Reparation of Plans.ana Specifications /;I/e �N,e 0 k,,� 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 2,000 gallons per day pursuant to 310 CNIR 15.203. Any other agent of the owner may prepare plans for the repair of a system.designed to "7G S 0 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 C ti &C/ authority; / (2) Every plan submitted for approval must be dated and bear the stamp and signature of (/ the designer, k, , (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 ✓rv//�- which bears the stamp and signature of a Massachusetts_ Licensed Land Surveyor in accordance with MAL.c: 112, § 811); (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: C (a) the legal boundaries of the facility to be served; ✓ (b) the holder and location of any easements appurtenant to or which could impact the system; (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; '(d) -1he"location of existing or proposed impervious areas, including driveways and 1i parking areas; (e) location and dimensions of the system (including reserve area);A//4 (f). system design calculations,including design daily sewage flow, septic tank capacity ✓ (required and provided); soil absorption system capacity (required and'provided); and 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 aate of test and the names of the representative of the approving authority and soil evaluator, G) 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; 1) location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity 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 drains, 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 system 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 location 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 not limited to dosing chamber capacity (required and provided), pump curves and specifications, number of dosing cycles and depth per cycle; w (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 number and lot number, if any, of the facility; and (v) the materials of construction.and the specifications of the system. TOWN OF BARNSTABLE ' 44— 00 LQCATION/ f j-? y Ln SEWAGE # VILLAGE �Ads��,,,r >%lr ASSESSOR'S MAP & LOTA_/off-PtoFo12 I� INSTALLER'S NAME & PHONE NO. ,yc SEPTIC TANK CAPACITY loco k� LEACHING FACILITY:(type)�f ,.3 v- (size) �k c " U ,--,,NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER Yrs BUILDER OR OWNER Qj,�/►/v�r /���,�DATE PERMIT PERMIT ISSUED: o ? ' eG DATE . COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No X �.of i� fs .�—sz ,�� � � a . �� ,5-- O �� 1.. ., Y+ N ',"C-�. ASSESSORS MAP NO: PARCEL NO.: 0 tea a�'I THE COMMONWEALTH OF MASSACHUSETTS ------ BOARD OF HEALTH ----- Appliratinn for Ili-spniiFal Workii Towitrurtiun famit Application is hereby made for a Permit to Construct ) or Repair (^ ) an Individual Sewage Disposal Systemat ..t.......... Zc` F'-rG --- .. ..... . ................................/......4.....A........-... ..... ......... Location- d e �j � ' � o t` ��� -----• - ......... ..... Owner 1A�dress — t..... =— •. • ...... ...............................••---- ........................ Installer Address Y q f Type of Building Size Lot_ ��--•-_.__--------_---Sq. feet U Dwelling—No. of Bedrooms---- .........................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ......... No. of persons............................ Showers — Cafeteria Other fixtures s ... ..:--•---•--------- �------------------------------- W Design Flow............................................gallons per person per day. Total daily flodv--___-_------__.;, C�.............gallons. 1:4 Septic Tank—Liquid'capacity.OW-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. Z Other Distribution box ( ) Dosing tank ( ) z a Percolation Test Results Performed by.---------- . ......... Date / ............ ,4 Test Pit No. I.-b minutes per inch Depth of st Pit.................... Depth to ground water_-___________-_____--_ (i Test Pit No. 2__._ _$.....minutes per A Depth of Test Pit____________________ Depth to ground water........................ Q+' ----------------------------•-......---....---... ................................................................................................. O Description of Soil. ._.45 -- ��. ..r--...................................... x W UNature of Repairs or Alterations—Answer when applicable-------------------------------------------------_............................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TTxIL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certifica.e of Compliance has been issued by'he board 6timlth. F / ac.. Application Approved By....... ......................................: =----- 7 1 C. ........... Date Application Disapproved for the following reasons----------------------------------•--•---•-----•--------•-----...------------•--•-------------•-•------•-----•--- -•--•-----•---•-•---........•----•-••--•--------------------•...-•--••---••-•----•----........-----------I-•---•--•--••-•--------•------•-----•-•--------------------------------------••-----•-----..... 07) Date PermitNo.....0-6 ��.�.�� ........................... Issued....................................................... Date ,a Nq .... FEB'.1...3..-............ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ---------------/414,0�kr-__0 F............ ...... Appliration for Dispwial Works Tnnitrnrtinn ramit Application is hereby made for a Permit to Construct ) or Repair ( ) an.Individual Sewage Disposal System at: � '-�' .......... -_.--- . - .__.._.._ - Location-A ress /%� or Lot I r .e...._....._ ... - f Owner Alfidress f Installer Address � r l U Type of Building Size Lot.__..7----­--------------- feet Dwelling—No. of Bedrooms____..__',...........................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures --------------•••-•-----•-••••-- • .. W Design Flow__________________________________________gallons per person per day. Total daily flow................ �__`°_O..............gallons. P4 Septic Tank—Liquid capacity_ ISQ__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. aZ Other nk Pe colaion ibution box T Test Results Performed by in._ to - ......... Date.......... � ----------- Test Pit No. L- �----mmutes per inch Depth of st Pit____________________ Depth to ground water........................ (4 Test Pit No. 2----��__........minutes per inch Depth of Test Pit____________________ Depth to ground water........................ a ........................................................ O Description of Soil.......................................... x W ----•--------------------------------------------•-------------------------------------....------------------------,,...-----------------•-----------------------------•---------------------------_.._. U Nature of Repairs or Alterations—Answer when applicable....................................................................................•_......___. ---•-•-•••••--------•••---•-••-••....._.._..-••-•--••••••••••••••••••-••••-•--••••-•-------•-•------••••------••--•-----••-•----•••-•-••••••-•-...•--•---•--•••--•-•••-•-•-•••••-•-•-•-•--•-•-----••---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with,. the provisions of T1TL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b the board of--hea�lth. 1 Signed . � //_ ....... ........ =:. ==Application Approved By.._.. ._�....`.. ---•- -------•-- c�-- ..Disapproved for the following reasons_________________________________ _.._. ----------------------------- •------- •... -------- -------------------------------------------------------- -------------- •................................................................................ _7 Date Permit No....X....... l --------------------------- Issued---------•--..........------ --•--•------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD Z HEALTH .......... ...........0 F........... �4�............... Trrfifirab of Tontphatirr THIS IS TO CERTI�F ', That the Individ 1 Sewage Disposal stem con tructed �) or Repaired ( ) --�^ Installer at � �/ - - -----------•. ------ - ............................ has been installed in accordance with the provisions of Ti TiE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.........:.............................. dated------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH `lJ7 s t ti' ( I ............ ...1�":��-........OF..---__-_. ....-._,...................... 0Y4-..Q.LS..... FEE........................ Uisposa1 ]Vorks, anstrudion ranfit Permission is hereby granted.....&1!^ ....... ------------------------- to Construct ( ) or Repair ( ) a4 Individual Sewage Disposal System Street as shown on the application for Disposal Works Construction Permit No... Dated..__9_" } L��..............•--•••......-•....--••-•--. tt)) Board of Health DATE.................IU-------�--..--- -. C.......................... FORM 1255 HOBBS a ARREN. INC., PUBLISHERS �. M o% N 32.00 1\ \ o ZoT 13 I 2 ZrJ f Q � �9 T �, I t Q I I \ Yj iU � Ktsec •� � I �1 DUST- ' \ .; I N v Box It n LOT 22 0 o I \ sI�J . �... E�tiE o< PAVE^ E^>T C4TC0+ Q ,j _ � 3 I , I s use 7- ���5 �F�10 — — -- .- —r• -- — --- � i�llN./PK d79 .[_�ff!li f.1�.2�E �1I h1r CIVIL�O v, � �OFMffS'� ZHoi'�'q \iv. 1Ere�GCl :r.. . �t :i P A U.L yG �° PAUL A.� .R10.31115r d .c• ! `I A. n LEVY -i LEVY y td0. 10617 No.10050 O t0 LEGEND SSE 91 fl s "Its® SPOT ELEVATION _ OAO CERTIFIED PLOT PLAN XI6TING CONTOUR — 0 WISHED SPOT ELEVATION [ ] _•.�_____'- INIyHE® CONTOUR 0 LOT.. 13._.ls:�[tzcu.�2v.¢,l__-_.• Z/AV44 r------ 7r(: The local iun of any existing undergi-otlnd sewerage, 211�, or othcl• Lit i 1 it iCS siwwn on this plan is approx- IN ' nate only as determined from records and/or verbal 1futmation . T}le contractor is responsible for the �1��$a�S��ra•�� ���u� J��S i� .�ri.$ication of the existing locations in the field. gCALE.!._._l.'�=_' LEVY & ELDREDGE ASSOCIATES, INC. - CLIENT. Nicer I CERTIFY THAT THE PROPOSED ' ENGINEERS-LANDSCAPE ARCHITECTS JOB NO. /03 3 BUILDIN9 SHOWN ON .THIS PLAN " PLANNERS-LAND SURVEYORS �GI CONF RMS T THE. ZONIN LAWS DR.BY , O F B�R,t1Sr�fgG M A 3 88c) W. w A I til sT1 T CH. BY Io 4� cE►1 vIC�-L E, r•145S, SKEET OF DATE �E)- LAND SURVEYO �. . .r.�........,.:.....:..:..< - iw::7„ur.:a.,�;:mc:cedDcir;w�v:.o:wa;•,.t,., ..,::.<t-,.<aoau.yu.c,:.•w;c�.:��.ra�•, .. •� ....-... .. .. .......�....._....._.... - - .._ • -— — 2o 7HEL Selo r/c TA�t!/�./J l�RZ 2 Z6fAN. /Z /A/CNE=S BED'-0i'./ GR.�DE, 1 D FT M/N. JAZCH D/AMET� C'O/VCRETE' Coo y�,f SWA G L 4'PYC P+IrE a4 6ROU6NT TO G.4L4La,G (AN FK7MA HEAVY EL '1 ,0 Z'A�TETE MAN. �►TCN CgST IRON COyER`$'�,�ALL t%C- /.►SAD /F/N COYERS 4rpER FT. D/WVCPVAY ON EF jZX M//Y. GTAAPI �.`DUIVALENT GAL�L�/?y�S Q; TO BC"CCW1VE4C7'.E4P y /Iy SER/ESAT E/YO L/QLJ/O Le{�EL ..�„s-- CLEAiN SA/VO •4"O/�- SGyEDULE 4D c cmo t� o tz v P_Vc. P/PE D©D GILL ��//r••T0 4~ C3 Q C1 CI (tT t.; O/SG1-CIA TGE Y/NE M/N.P/TCK. APT/C TANK Gis7. ,_�• _,- :3- •�:J-.T- '� DEL G&.S s heusT�c fps L_ ACff/t�lG GAL-LER;r $ WA SHOP J7UWF MTV R-9 3CLow c1o� SECTIOiY G1F'� •SIDE � 9lok z,5= Z4•b pO. GRDUND/'f'"*4TEiP?s�®LE F[.rFv. �o/_¢ eorreN+: 156; x l,o = 1 S(o Apo• SEWA6,6 P15PDSAL SYSTEM L_ TA.HILLAT/DID TaTRL CAPAUT�� Z GyD. x GIMEKSI01� A 6•o /fT � Di�tAENS/ON C• Z4 FT 4 0-7 /#or. S 01L ?'EST P- 0ATEOFSD/L. TEST S�L`7/�� SAIL. LQCT RESULTS iY/TNCSSED $Y T• !N`KEA *c� RCaL�0T/DIY R�iTE +i(t f L Z M/K�/NLI! s�tZEY. ¢ E,CEy, Ta PSoi� 4 PERGY�L�4T/oN RA7-E f/2 M/N�iMcw 3�•F// Cl-FA.v OES/GN CRITE�Q/A c�vy �.9 SII/v0 NameER OF OEpROON5 h4�Di✓•�, Sx+�//��2"L.rt YER GARGA�iE 0/SPOSAL UNIT Nam"✓�= � G p , o n o AVAS'Ne STAvE E5TJhJA7E0 FLOW 3 31 0 GAL-DAY _� r►+c�rvrn c&ACNM6 •: '� S/DELEACN/IN4 AREA sQ.FT• S<.l"iO.N/ BOTTOM/_EACN/NG ARtA -1561 5 r.1 A L-L SQ.F7: ,. 70 TA L AR.--A '5Z .SE e T/ / w x-X RCSERV-= AREA 2SZ 50.FT I Z C� SCALE.' �4 _ / :O °' I NO GRD U)V P WA TER ENCOL/I`/T,E T,-P /NVERT El-E11A777ONS Q ��eoun/ca ycraT I AT EA e V. • _ +,���` D-^,'l!D ?. .•,�'�: � 7� ,v LoT t'� l4JOUJC�'G�L LA�� :• /NV.ER7'AT QU/LD/NG FT. TANK Fr FT O U'TL E r S A-77C TANK Q•S Pr ��� ' /lvLFr p/sr�eieurioN BOX' G9,z PT LEVY & ELDREDOE ASSOCIATES, INC. At OUTLET..DLST4/QUT/OND4X �70 FT rh"ai�l sr � �lrEz�v�ccF /ylds5 r -'•` OA•�"E P SYSTEM PROFILE C TOP FNDN. AT EL. 78.73' (Nor To scAl� NOTES IXIST COVER IS WITHIN 6" OF FIN. GRADE a LOCUS ACCESS COVER (WATERTIGHT) TO 1. DATUM IS ASSUMED MINIMUM .75' OF COVER OVER PRECAST 7 ,0 WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS AVAILABLE RocP 2X SLOPE REQUIRED OVER SYSTEM ti 74.5 3. MINIMUM PIPE PITCH TO BE 1/$ . PER FOOT. o0 0 loges _I_ 75.48' EXISTING 1,000 2' DOUBLE WASHED PEASTONE 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 GALLON SEPTIC • PROPOSED OOO T7 RUN PIPE LEVEL 75.25f 74.97 FOR FIRST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. GALLON SEPTIC 71.5' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. TANK (H- 10 ) 73.65 TANK (H- 10 ) 7�O BAFFLE 0 Q 0 � � � ENVIRONMENTAL CODE TITLE V. Pond • ( 13 X SLOPE) �� 71.00' �� 70.83' 70.70' C3 � 0 � O � Q c 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED Pond INSTALLER TO CONFIRM MINIMUM 2' O O O O M 0 0 ANY OTHER PURPOSE. SEPTIC TANK SIZE AT 1,000 DEPTH OF FLOW = 4 0 0 O CI O O 0 - ' 6" CRUSHED STONE OR MECHANICAL , ! 68.70 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-�4 PVC. COMPACTION. (15.221 [2]) .. GALLONS AND IT'S SUITABILITY TEE SIZES: „ FOR RE-USE. 3/4 TO 1 1 2 DOUBLE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INLET DEPTH - 10_ (% SLOPE) (�X SLOPE) WASHED STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM OUTLET DEPTH 14 BOARD OF HEALTH. ' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION EXIST PROPOSED 5'1 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT LEACHING FOUNDATION 10 SEPTIC TANK 10 SEPTIC TANK 40 D BOX 15 of WORK. LOCUS MAP FACILITY OBSERVATION HOLE DATA NOT TD SCALE OBSERVATION GRND ELEV.=74.6 ; TESTED BY: DAVID FLAHERTY R.S. DAVID STANTON R.S. ASSESSORS,MAP 102 PARCEL 221 , MORGAN, CAROL YN M ' HOLE #,1 GW ELEV.=N.G.W.E WITNESSED BY: BARNSTABLE,B.O.H. BOTTOM TH 1 EL. 63.6 ,. LOCUS IS WITHIN FEMA FLOOD ZONE C AS N 40%>E5'30" W N 4141'00" W N.G.W.E. DATE., 2 27 06 MOTTLING ELEV.= = CERIIFIED BY: DAVID FLAHERTY R.S. SHOWN ON COMMUNITY PANEL#250001 32.00' - N� ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER { �� DATED $/19/1985 z PAQUET7F GEORGE & f17ZGERALD, K 74.6 DEPTH HORIZONTEXTURE COLOR MOTTLING LOCUS IS WITHIN GP OVERLAY DISTRICT. STATE ZONE 11 & TOWN ZONE OF LOAMY ' N 3?70 ps• 73.77 0"- 10" 0/A SAND 10YR 2/2 N CONTRIBUTION 75x1 LOAMY tOYR 6/8 N SEPTIC DESIGN 72.60 10"- 24` B SAND Lot 13 Approx. Leaching Area { wed From Asbuilt Plan 207,fig• " Are0=43 581 f $ . Ft. 71.60 24 - 36 C1 LOAM SILT 25Y 6/4 N GARBAGE'DISPOSER IS NOT ALLOWED q ' TO BE PUMPED AND FILLED / MED/COARSE N 5% GRAVEL DESIGN FLOW 0r \ • I WITH SAND OR REMOVED. 63.60 36"-132" C2 SAND 10YR 5/6 5% COBBLES `.. 1.00± Acres I 74x7 SOIL MOTTLES OBSERVED 0 { 3 BEDROOMS O 110 GPD 330 GPD BOT OF PERC 54" PERC RATE USE A 330 GPD DESIGN FLOW v 1(ELEV.=N/A ) HOLE 0 ELEV. 70.1 <2 MIN./INCH GPD (2) � SEPTIC'YANK."330 Face 16" Oak r� I USE EXISTING 1,000 GALLON TANK ' I PROPOSED LEACHING o / h� OBSERVATION HOLE DATA AND"ADD PROPOSED 1 GAL. SEPTIC TANK Tetherbal� � � � (4) 500 GAL LEACHING O TOTAL � 2.000 GAL. 74xB ' TESTED BY: DAVID FLAHERTY R.S. CHAMBERS WITH 2.5 STONE ON ,, GRND ELEv.=74.1 , OBSERVATIONEACHING: 20" oak ENDS & 3' STONE ON SIDES DAVID STANTON R.S.R Lawn & Plantings Garden i i `ram GW ELEV.=N.G.W.E WITNESSED BY: BARNSTABLE B.O.H. SIDES: 2 (39 # 10.8) 2 (.74) 147 tGPD. ' HOLE .# � ' fl 74x2 BOYT0l.i' 39 x 10.8 (.74) = 311 GPD " DATE: 2 27 06 MOTTLING ELEV.= - CERTIFIED BY: OAVID rLAHERTY R.S. TOTAL- 618 S.F. 458 (GPD ELEV. SURFACE SOIL SOIL SOUL SOIL o n PROPOSED Exist. 1 I OTHER USE (4)'500 GAL LEACHING CHAMBERS N �'�� 1,000 GAL D-Box\ /' I 74.1 DEPTH HORIZONTEXTURE COLOR NOTICING v LOAMY (ACME OR EQUAL) Q SEPTIC TANK ; ►� 0"- 10" o/A SAND 10YR 2/2 N z c I 7.1x1 / 73.26 WITH 2.5 STONE AT ENDS AND 3' AT SNDES ;; r -o o r�i/1\ i 10"- 21" B SAND LOAMY 1OYR 6/8 N -n o o� 1 72.35 LJ O c, 7x8 \\ 75x SILT Q'p \ 69.85 2f- 51" C1 LOAM 2.5Y 6/4 N Exist 1,000 Ga� Tank \ Test Pit 12 APPROVED r DATE 2 2 Top Tank=76.05\ I £1.=74.1 51"-120" MED/COARSE 10YR 5 6 N 5% GRAVEL Outlet Inv.=74.97 �� 12" Ook ' 64.10 C2 SAND / 5% COBBLES MA p 4" PVC \ SOIL MOTTLES OBSERVED 0 BOT OF PERC 63" PERC RATE BOARD OF HEALTH o cn TANK TO REMAIN �, \ 0 (ELEV. N/A ) HOLE 6 ELEV.' 68.9 < 2 MIN./INCH PROPOSED \ Test Pit Q a I I \D-BOX El.=74.6 C1 Deck � � o �B_5) 74X2 ' TITLE 5 SITE PLAN - /M -28 NOTE: IEST HOLE 2 INDICATES A OF DEEPER SILT/LOAM LAYER. IF 3 I Inv.=7�48 Arborvitle \ ENCOUNTERED REMOVE FOR 5' ' 7777 • Ex/st)ng 3 Bedroom Dwelling �1 i1 130 KNOWLTON LANE . o Garage Fi t floor El. = 79.72' \ AROUND SAS AND REPLACE WITH a�`; o� Slab E/.=78.38 12" Oak CLEAN MEDIUM SAND. i< f . r Top l�nd. E/.=78.73 Benchmark °j 1 �O v Conc. Corner Bulkhead MARSTONS MILLS, MA v / y Elev. = 77.35 I ` 74x7 Qk� LEG ND ' I 100.0 PROPOSED SPOT ELEVATION PREPARED FOR 76x7 I 75X8 ag Existing Underground Wires Elec, I p0 74X4 p� NG SPOT ELEVATION I 9 g Tel. Gas 0 k0 MICHAEL1 ANN KICELUK c _ Meter o i E Coty. k 1� 10 PROPOSED CONTOUR Exlst/ng Services DATE:" '';APRIL 6, 2006 Paved ��8 � - - -74 - --- EXISTING CONTOUR Driveway k y `�O o off 508-362-4541 f= 5W-362-9880 y � , (b ExistingUnderground Wlres g down cape engineering, Inc. • Telephone, Electric & Cable T. ��,pk OF R� i oy OFRy,4s CIVIL ENGINEERS 7"E 123.00' apt AHNE �� °��� NE HPy�N LAND SURVEYORS S437T=_T - Edge Of P OJA _c-E-=--£-- �No.2 e„ IL y 9391 main st. y& mouthport, ma 02675 o ',:ido. 30792 . � Benchmark Gas Gote Catch Basin J 1 } Rim=77.07 H d. Ta Bolt 1479 Elev. =7 9.08 # DATE OJALA, A DCE # 06-022 ioNA� E. y; KIC LUK BASE.DWG