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HomeMy WebLinkAbout0483 NOTTINGHAM DRIVE - Health �83 Nottingham Drive Centen-ille A= 147— 032 i i No. 2(jd -7 ' Fee Qy THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for �Digoe;aY by nee Cow9trurtton 3pQrlttit Application for a Permit to Construct( ) Repairl(� Upgrade( ) Abandon( ) ❑ Complete System *Ydividual Components Location Address or Lot No. �j0.�D mi •+vin (• z Owner's Name,Address,and Tel.No. �/Lc( 31 e./,- C.e."n.T ex ,�`X� "*A V03 No-tfi,j k4,7 )Yi L�. Assessor's Map/Parcel 14'7 3 Z 6,14 4<1 (Lc M- OPL61-. Installer's Name,Address,and Tel No. `"'f¢"�i fPr �eS Designer's Name,Address and Tel.No. 5•G C-atS),>L'e'e_!i K P 0. fly—t ZB!9,-( cxatits� w �¢��chi�\l C.. d1'�ttl SD�s-2"7 3-0 3'�7 E�4s r u�a1r e.ln n�•. ✓►�a Type of Building: _ Dwelling No.of Bedrooms Lot Size i���o"t�l sq.ft. Garbage Grinder ( ) Other Type of Building �jto- C-4rrvt(\ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '9 3-b gpd Design flow provided 3 q(o• gpd Plan Date p— 1 —2.0-3-7 Number of sheets 1 Revision Date Title (4p!> Size of Septic Tank OZ5C Type of S.A.S. c Description of Soil Q_ ,p V►-. Nature of Repairs Llt or Alterations(Answer when applicable) 110_1 �� LLo© C, PA � C3� Sbo c►A L- 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 Health. / Signed Date fp '. Z Z'ZC0 7 Application Approved by i Date Application Disapproved by: Date for the following reasons Permit No. 2—Od — J-7 Date Issued a d No. �.Gd -7211 Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 11-11 '. e '��+:,. Yes PUB IC HEALTH DIVISION - TOWN OF BARNSTABL'E, MASSACHUSETTS 2pplication for Migogal *pgtem Congtruction Permit Application for a Permit to Construct( ) Repairt(4,,) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. (4% Owner's Name,Address,and Tel.No. /-�LJ/ZL, 0 1e r C.e 0Te_v OvA Assessor's Map/Parcel ! j/3 Z 1 t/v�'i kw 0q P Z 4 3 i r Installer's Name,Address,and Tel.No. t' Designer's Name,Address and Tel.No. u-3© -7(�? � �( i l�+Kbt 641W C ,,-ti < , ✓1't1q uc -2'73-03-7"7 6,g4,r w4(et,nw. ✓vkA Type of Building: Dwelling No.of Bedrooms Lot Size 15,(0"71 sq.ft. Garbage Grinder ( ) Other Type of Building 5�1��t �1+r+ 1\ No.of Persons -21 Showers( ) Cafeteria( ) Other Fixtures 1 Design Flow(min.required) 0 gpd Design flow provided H(o I gpd `Plan Date p- 11- ZO 4-7 Number of sheets Revision Date Title •�O a Size of Septic Tank I Oa0 Type of S.A.S.( -Soo $Prk GC LW IS FLA--- Description of Soil _ ,Q tVi-.• Nature of Repairs or Alterations(Answer when applicable) Cx 15 �, (4 0 4 C, A� T14w1. 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 Health. Signed ,.. Date {p �' .oa 7 Application Approved by ur Date Application Disapproved by: ` Date for the following reasons Permit No.2-OU 'j - Date Issued a i 0-7 ; I ——.———————————————————————————' —-——— ———————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CE TIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded ( ) Abandoned( )by +la n-G-3 GV G/ Q7(aF' (,,L• at L4 t 3 A �r+\�, ( - C }N yt (�. has been constructed inaccordance with the provisions of Title 5 and the f r Disposal System Construction Permit No. Ud / )-7( dated ,b ��1� -7 Installer CAki(,4).kQ �� KJ Q�t St, ��C Designer _ 5 •L. �� \ r %'C'ey, 1 Z #bedrooms Approved deli�flow 3�y / ;, gpd The issuance of this permi shal no4 be co strued as a guarantee that the system w 11 as ddJesi ned 7 C f C Date Inspector I�lN ---------!-------------- —— No. DUf) - .2-21 Fee f v� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migpogal &pgtem Congtruction Permit Permission is hereby granted to Const ct ( Repair ( Upgrade ( ) Abandon ( ) LP System located at ("f b 3 p+�.;tn,a�v� "����.�-e �; �-.�-t( ..,k c i ..._. ........ l./1 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: Constlo ction must be completed within three years of the date of hits p it. Date „rrJJ� -7 Approved by j ` l � � ,. -. . - ..v................... � � u.., � ,a.. r. i-ice �i i�c (•�v� ..ri I / ,v The plans and specifications for every on-site system shall be prepared as follows: 4"AA (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 that 2,000 gallons per day purstiani 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 j 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 1.1�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 Massachds''etts Licensed Land Surveyor in accordance with M.C.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) 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) •-the`•location of existing or proposed impervious areas, including driveways and W parking areas; 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 whether system is designed for garbage grinder; (g) North arrow and existing and proposed contours; (h) . location and log of deep'observation Bole 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 3 S~ supply wells; ' ) 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 slystern are located. (m) location of water lines and other subsurface utilities on the facility;SIP14 (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 ym 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 df dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or roposed, 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 Regulatory Services Thomas F. Geiler,Director w BARNSfABM MASS. � Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 4�-2 9 O -7 Designer: �C.. E��y,ee�t�—, 1�nC- Installer.:_._. (:Y1l �r,�ilse5 Address: 2(b 5 N Address: P Q. r- l/.lor2�aWt k PIA 0253El On C ',64 G r, cs was issued a permit to install a (date) (installer) septic system at y6 3 �J o R cn��,awn P r�u e,_ based on a design drawn by (address) C E O cr e e r c rt S,�n C dated (j 0 e a, Zoc) 7 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or -certified-rti ied-as-built by designer to follow: _. OF�cti G JOHN L. u CHURCHILL Installe 's Si ture) CNIL No 41807 igner's SignZBARNSTABLE (Affi esign 's Stamp Here) PL E RETURN PUBLIC HEALTH DIVISION. CERTIFICATE OFICOMPLIANCE, WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE LOCATION 3 IW k+i� karn SEWAGE # VILLAG ASSESSOR'S MAP & LOT N7' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1 ZS� t4 U LEACHING FACILITY: (type) to L C n (size) 9 33,S NO.OF BEDROOMS BUILDER OR OWNER Q> PERMIT DATE: COMPLIANCE,.DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leachin Facility `� Y JV0 Z—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 �°fit � J � •SZ� �� s V ® • bQ h4 Id `1� l F$$.... ...... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF on � ALLT I-IOF.... ...................................... Applirativa for DWpo d i9orkii Tonstrurfivit rautit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: a `,..M ..... 3..................... ............... L).......... ................. A..................1)� �.s..............8.1Z... or Lot No. ..... .. . .. .. ......................... l .) ... ......... . • ........ .............. . Ow Address t... ..-.-............................. ...... ...... ............... '_1K...................... -p'Z? f 2 _... Installer Address // .sy, QType of Building 3 Size Lot......,1. ................Sq. feet Dwelling—No. of Bedrooms....................... ......._..Expansion tttic ( ) Garbage Grinder ( ) (6y Other—T e of Building No. of persons............................ Showers — Cafeteria a YP g --= =� P ( ) ( ) dOther fixtures --------------- ---•-----------------•--------------.-----------------------•-----•-----•---------•------•----------- . ------------------. n Flow Design .................... W .,:!5—................gallons per person per day. Total daily flow................. __.._________.........gallons. WSeptic Tank—Liquid capacity/TZ-gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width..... ___._....... Total Length.................... Total leaching area............ ..sq. ft. Seepage Pit No----------_--------- Diameter..fX� epth below inlet.................... Total leaching area...-�...........sq. ft.. Z Other Distribution box ( ) Do ng tank ( ) Percolation Test Results Performed by.......................................................................... Date............-------------------------- aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water__--__--.----_._-_____-. (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -------- -------- ---•-- x Description of Soil.... _�....__. V .........................•------.......................•----•--------------------------------------------......-------------------------------------------•-----------•-----------•-•-------••---------- 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 Article XI of the State Sanitar4bjeen ' Code—The undersig rtlier agrees not to place the system in operation until a Certificate of Compliance hby the bar of h Sig .�1.........4...... .................................. ...•-•--..........._.._......_._ /at�-e Application Approved BY • ----- ` r- -Application Disapproved for the following re¢sons______________________________ --._.__._--.________._.___.___.._...--------......-.. --------...... ------------------------------------------------------------•----------------------------------------------------------------...-------•-------- -------------------------- ........................... Date Permit No......................................................... Issued...... ' f .7.-I.? .......... Date 41 , ► No------------------------- Fps............w....... .. ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OR H -TH _13r................of....j. ,r ..hiA �... .. --------------- Appliratiogt for Disposal Works T000trurtioo Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: yyj�{yo {f{J� .ea..0.............G.i ...........36 la... .� . �. ...6 ... �..... ......................... ........................................., •. V Lor-atir/Address f r` or Lot No. I I .......................... lit .i:: r::�..t.:.In :,r :? 1 , r �a.:s �... ✓ .......................... .... ............ ow, r., Address '` ........: " Ate...... 4:s.. .........................................v Installer Address Type of Building Size Lot.......1�................Sq. feet Dwelling—No. of Bedrooms_..... ..............�---...............Expansion lttic ( ) Garbage Grinder ( ) pa-1 Other—Type of Building ...W4. ..: No. of persons...........:............... Showers ( ) — Cafeteria ( ) dOther fixtures ........................---•-•-•-••------•---••••--•••••••••••----•-----•--•-•-•••••-•••.....-••-••...•----.....-•-•--•••••....................... W Design Flow......................................gallons per person per day. Total daily flow................ ti ..............gallons. WSeptic Tank—Liquid capacity-/41,4--gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width......_. Total Length.................... Total leaching area..............•�•.-.sq. ft. Seepage Pit No..................... Diameter-_b_.._.,,.,, -, .Depth below inlet.._................. Total leaching area.- ._-...61.sq. ft. Z Other Distribution box ( ) Dosfng tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water______--____-__•----_.. W O Description of Soil....�zz x W ----------------------------------------•----•------------------------------....----------.......----------------------------------------•---•-------------------•---- ---------------.............. V 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 Article XI of the State Sanitary Code—The undersigi rther agrees not to place the system in operation until a Certificate of Compliance has been i by the 4qar of heea S. 1 ..... .............................. 1 a y/ Xalee • h 114, Application Approved By.-.-- ' u ..._ !_ .._.� _w. -•x c � x Application Disapproved for the following reasons:_. --------------•-------------------•--------------•---------------------- --------------•-----..........••••----••••-------••-- --.•--•--•.-•-•----••---•-••......._....._....-----•••-•-••---••--•••.......•----...._._.....................---•....•.......................... Date Permit No................... ...................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD Off—,HEALTH d4o� ' .l..i.............0F.......... .. ..r,/ d... (Iertif uttte of Tomphaure THIS �0 CERTIFY, ha' he Individual Sewage-Disposal System constructed ( ) or Repaired ( ) by. Y....; rs,r��s. y . nstl4 r at. �y `x as a 7 ° d 1 . d '.----------------------•----._...------....--------- a --•-•--•..--_.. ............. . .. has been installed in accordance with the provisions ArticleI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..._. . ............. PP P dated : r} ?v. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANAE THAT THE SYSTEM WILL FUNCTIOWtATISFACTORY. DATE......:.LL - sl........�./ ....�.......---•- ................. Inspector...........•- E COMMONWEALTH OF MASSACHUSETTS BOARD yy�J HEART l r ...................OF....... ... No..... ................. FEE... .... Btopolittt� orko onotrurtion ermit :.. Permission is hereby granted .. °`' ' .... .....:............•---. ?.............; �� tt I i to Construct ( / ) r.Repair ( ) 3J,,,�dr> JW al. S,,,wage Dispo,w t �> at No................ ..vt..-?.._. %l' ' +,raw. .....'.... v� l`" g/,t`�•!y�'�"°............. 1_.✓:"4`f Z.�in"L:'..d`f "' .... Jt;_..._.. , �h:_.. ....... rr._. -V ....--...... Street as shown on the application for Disposal WorI Constl uction Permit No..0 ...._.. Dated....... / d.�7.:_ ....... -------------------------••••--•••----...----•-•-------------_.. .----••••-••-•-•••................_ DATE. Board of Health FORM 1255 HOBBS & WARREN. INC.. PU©LISHERS "1 FINISHED GRADE OVER TANK EL. _ 50,0'± PROVIDE PRECAST CONCRETE FINISH GRADE OVER D-BOX= 498'± FINISH GRADE OVER CHAMBERS = 49,6' - 48,9' GENERAL NOTES = ELEV= 51 .40 EXTENSION RISER WITH CONCRETE SLOPE @ 2. /o MIN. OVER SYSTEM TOP FOUNDATION COVER TO WITHIN 6"OF FINISH GRADE CONCRETE RISER AND COVER ° 3/4"TO 1-1/2" TO DOUBLE WASHED STONE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION �- 4"SCHEDULE 40 PVC MIN SLOPE 1% OVER INLET AND OUTLET COVERS. TO WITHIN 6"OF GRADE ACCESS BOX WITH COVER TO GRADE CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE 5" DIA. OUTLET(S) (SEE NOTE#21) @ FND. EL.= VARIES 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES. ----------- -- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20" MIN. ACCESS COVER } PLACE RISERS ON ALL (TYPICAL FOR 3) PROPOSED 4" TOP OF SAS = 46.63' CHAMBERS WITH DESIGN ENGINEER. EXISTING 4" PVC SEWER PIPE , 9"MIN. INLET PIPES TO 6"OF 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL _ n , 45.80 36" MAx. SEWER PIPE __ _ - r i ;ivv : BREAKOUT EL = 46.30 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. SEW' PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6" 3" 3� DROP MAX 3 9 1 -- o o , 2 DROP MIN JOINTS (TYP.) o ELEVATION =46.30 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4" PVC IN SEPTIC TANK 4" PVC OUT TO o � � � Q � � � � � � � � O � � � � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" �� '+ 0 0 0o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. -� 47.7 _ O LEACHING FACILITY o Gb �-b T CD6 = = = = = = = = = o o = = = = = 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. MI op 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL 46.17 MIN. 46.00 0 0 0 0 0 0 0 00 o0o i 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 2 00 0 0 AND CONDITION OF EXISTING TEES o o 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 22 ZABEL FILTER 6 CRUSHED STONE 0 D O D O 0 0 0 0 _ oo D O o 0 EXISTING SEPTIC AND REPLACE AS MODEL#A1801-4x22 OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH F TANK NECESSARY COMPACTED BASE � 4.0' 8.5' (TYP) 4.0 2.0' � 2.0 AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 33.5' (Typ.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 50.00'ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE ' ON A NAIL SET IN TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= � 38.17 EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. /,443.80' 8.9' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 3 - 500 GAL. CHAMBERS CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 5 MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE *CONTRACTOR TO DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. NOT TO SCALE VERIFY NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE - - STRUCTURES SHALL BE MADE WATERTIGHT. NOTE: ---� 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG •�, � • • 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING • \ • • • • . TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. \ \ 00 . 4 ; , ••• APPROPRIATE AUTHORITY. Z • `� • : INSPECTOR: Donna Miorandi 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS \ . LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE 0 1 w , # •�� \ • \\ • • EVALUATOR: Michael Pimentel E.I.T. THEY SHALL WITHSTAND H-20 LOADING. �O� \ � / t� 11 • • • i . DATE: June 8, 2007 a N1 . • + • • • . 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. MAP 147 j `��'" " • * • TEST PIT#: 1 J \ n * �'�' t 1 ++ ' •• ` ' • • ELEV TOP- 4 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE PARCEL 29 - r r` 1, * 9 50 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. t00% L., �1 €' i • • • + ELEV WATER= < 38.67' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, \ N3,�t L S 11 .. �• C') •+ *• • FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 1 PERC RATE _ <2 Min/In )., 1 . lt / «« + • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN a _ • ,' ( DEPTH OF PERC = 38"-56" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. " TEXTURAL CLASS: 1 •� �� ---1 • j 16. PROPOSED PROJECT IS LOCATED WITHIN: a P o N j i r� +� •"• « � ASSESSOR'S MAP 147 PARCEL 32 tocom e r �!1 +► . - \ ! , a j bran f 1L �'� i 0 49.50' OWNER OF RECORD: HENRY J. & BERNADETE BIELA Bag �� ,' Fill ADDRESS: 483 NOTTINGHAM DRIVE MAP 147 PROPOSED co ', stye - 14" Loamy Sand 48.33' CENTERVILLE, MA 02632 PARCEL 30 DISTRIBUTION BOX I \ i 1 • 16" 10 Yr 3/1 48.16' FEMA FLOOD ZONE C I , , `, r ! COMMUNITY PANEL# 2500010015C I I C) DRIVEWAY Loamy Sand.► �` .� B 10 Yr 5/6 17. DEED REFERENCE: I (g) ;^ • ' n Irry 38" a 46.33' BOOK 6778, PAGE 127 Perc = 18. PLAN REFERENCE: MAP 147 \ I IRON PIPE (FND) 1 -' � 1 56" 44.83' PLAN BOOK 252, PAGE 32 I I j 1' 1� PARCEL 32 GARAGE TP -'{f ` , ,�,3 t " - •# • i 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 15,667 S.F. * 9_0! 10.2' PROPOSED 3-500 GALLON q ' r *• R w� I 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY GC LEACHING CHAMBERS ` k + Medium-Coarse FOR SEPTIC SYSTEM UPGRADE:. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY w _ ' • C Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 2.5Y 6/6/ #483 ��. / 1 21. A 4„ PERFORATED SCH. 40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A��� (Loose) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A EXISTING L (7) O 49.5' I � o LOCUS PLAN REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. . o co 3-BEDROOM HC 2 / � I �;' � SCALE: 1"= 1000' DWELLING / / O 1I�II'�//��� 130" 38.67' LEGEND No Mottling, Standing or Weeping Observed /5 -, _ ---- _- 50 - - EXISTING CONTOUR (3 .91 % II / DESIGN DATA TEST PIT DATA r, PROPOSED CONTOUR Q�p PEE � GARAGE 1111�� 19" SPRUCE TREE TO oiHiw SGP REMAIN UNDISTURBED EXISTING OVERHEAD WIRES LPNO � (4) �� � NUMBER OF BEDROOMS 3 INSPECTOR: Donna Miorandi STOOP DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, E.I.T. TELE EXISTING UNDERGROUND TELEPHONE HC 1 / TOTAL DESIGN FLOW 330 GAUDAY DATE_PIT#: June 8,, 2007 GAS - EXISTING GAS LINE DESIGN FLOW X 200 % 660 GAUDAY TEST W W-- EXISTING WATERLINE a \ / ELEV TOP= 49.00' USE EXISTING 1000 GALLON SEPTIC TANK N (1) / J! ELEV WATER= < 38.1T -X-X-X-X-X- EXISTING FENCELINE �� ) /� __nnO�� V PERC RATE _ TEST PIT LOCATION MAP 147 v © /`a �P``�, l DEPTH OF PERC = PARCEL 31 LP INSTALL 3 - 500 GALLON CHAMBERS TEXTURAL CLASS: 1 EXISTING LEACHING PIT SIDEWALL CAPACITY -- O O EXISTING 1000 GALLON SEPTIC TANK / LP / / / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY 0 49.00' „ y PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE v � �����,\\ �,� �� SLEEVE PROPOSED SEWER PIPE 10' (33.5' +8.9')(2 ) (2' ) (0.74 GPD/S.F.) = 125.5 GAL/DAY Fill I �� f1 ��A0�93 ON EACH SIDE OF CROSSING 14A Loamy Sand 47.83' \- Zg• v� BOTTOM CAPACITY 16" 10 Yr 3/1 47.66' O PROPOSED DISTRIBUTION BOX EXISTING 1000 GALL UN SEPTIC i ANK a tic (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Loamy Sand I w -4 UTILIZED AS PART OF THIS DESIGN (33.5'x 8.9') (0.74 GPD/S.F.) = 220.6 GAL/DAY B 10 Yr 5/6 0 PROPOSED 500 GAL. LEACHING CHAMBER 1 / ILi38" 45.83' EXISTING LEACHING PIT TO BE PUMPED REV. DATE BY APP'D. DESCRIPTION TOTALS: AND FILLED WITH CLEAN SAND TOTAL NUMBER OF CHAMBERS 3 PROPOSED SEPTIC SYSTEM UPGRADE La �°�/ C TOTAL LEACHING AREA 467.8 SQ.FT. PREPARED FOR: -' 9i� S 1 TOTAL LEACHING CAPACITY 346.1 GAL./DAY CAPEWIDE ENTERPRISES GV \ Benchmark Medium-Coarse o / / Nail in Tree ' C Sand LOCATED AT Elev. =50.00 SWING-TIES 2.5Ys/s 483 NOTTINGHAM DRIVE �w Approx. M.S.L. (Loose) DESCRIPTION HC 1 HC 2 GC CENTERVILLE, MA 02632 \I p SEPTIC COVER IN (1) 24.4' 32.6' - -X-X_ s 130" 38.17' SCALE: 1 INCH = 10 FT. DATE: JUNE 12, 2007 I / SEPTIC COVER OUT(2) 26.7' 34.1' - 0 5 10 20 40 FEET No Mottling, Standing or Weeping Observed 1H of LEACHING CORNER(3) - 20.2' 14.0' - a JOHN L �w PREPARED BY: o LEACHING CORNER(4) - 27.3' 21.3' RESERVED FOR BOARD OF HEALTH USE J CHURCH JC ENGINEERING, INC. �F 1 "'� ,�(�P � 5- LEACHING CORNER(5) - 52.9' 30.3' 41�07 2854 CRANBERRY HIGHWAY LEACHING CORNER(6) - 49.5' 25.7' EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 _ DISTRIBUTION BOX (7) - 26.1 9.3 4 SCALE: 1„- 10, 1 Drawn By: BSM Designed By:MCP j Checked By: MCP JOB No.1205