Loading...
HomeMy WebLinkAbout0038 PRINCE HINCKLEY ROAD - Health (2) 3 8 Prince Hinckley Centerville LL A= 172 — 173 J TOWN OF BARNSTABLE LOCATION ��- 9p('P_ (Y 1 � c SEWAGE# 'Z�'0'Z) VILLAGE. �)I IQ ASSESSOR'S MAP&PARCEL .7 1— 13 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY I O cJ 1_ LEACHING FACILITY.(type) dQ T n g t 1 rCcJZI-5 (size) << X 3 NO.OF BEDROOMS J OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY c Zx�fAx e/)z- ��.C i 45 qLl, ga , . f SV �110 3�, c a3 .5, D7 tlS, C7 aq�5 C o. a00 D - © -1 Fee '00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprtcation for Bigozal *pztem Cowgtruction Permit Application for a Permit to Construct( ) Repair(,-Upgrade( ) Abandon( ) El-Complete System ❑Individual Components Location Address or Lot No. J��G e :n ce 4;.o-k4-V Owner's Name,Address,and Tel.No. PO 6 Assessor's Map/Parcel j -]2 17'3 5 ir� (,Ott {� - Installer's Name,Address,and Tel.No. C��e"� ins Designer's Name,Address and Tel.No. �"/'y`"�°'j wve`k> it w trnSsFt.14 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 1 39 t sq. ft. Garbage Grinder ( ) Other Type of Building F.g...,.;�.� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)_ 3-3 O gpd Design flow provided `) gpd Plan Date 1 1.1 k`oq Number of sheets Revision Date Title It P,," Size of Septic Tank 1000 Type of S.A.S. S;w-e.t*SS Description of Soil Nature of Repairs or Alterations(Answer when applicable) -13 )J 3 o K'� 11M°vl A,4 (,V cJl 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 1 q1 2,04 .r— Application Approved by Date }®o y Application Disapproved by: Date for the following reasons Permit No. 01-K—'0—1 Date Issued ^ ^ .. ,. _.y„..+...`....r. ra...y� i,...©es'.r.e•.A'r4'4•`.+,,F4,,a.i,.a,,>Nr�1�va,.,;3.r • p _*^ J r +7• r 3 '"� r n A. a oY- 021 60 l�o. Fee — ,� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprtcation for Otopool *potem Con5tructton Fermat Application for a Permit to Construct O Repair(,ems Upgrade O Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. Qf:n C$ Owner's Name,Address,and Tel.No. j—,,1 t- nZ b /7eadlr:r» l�r. Assessor's Map/Parcel ') 1 / 1-7 7� c v I i Installer's Name,Address,and Tel.No. ar�� "`� 6"� c°?^S`� Designer's Name,Address and Tel.No. �� . +� w cw3sFtl9 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 1 S,z '3S �- sq.ft. Garbage Grinder ( ) 4 Other Type of Building t ✓1 ;t No.of Persons Showers( ) Cafeteria( ) f} Other Fixtures Design Flow(min.required) 3 3 o gp g 'providedgpd d Desi n flow 5 `1 Plan Date i Al 1�oq Number of sheets '��. Revision Date Title tL,, ,LCN. Size of Septic Tank 1w U Type of S.A.S. S t s c t,55 q /luw o a ta. cat, f.�t rTrd Description of Soil 6 a p I V-, , !" Nature of Repairs or Alterations(Answer when applicable) EQ I\ '6 3 0>< i 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 I 1 2,00 Application Approved by NIJ Date p10 Application Disapproved by: Date 1 for the following reasons rf Permit No. 900 - !7 a Date Issued aC)O —————————————————.—--—————.-—-——————————————-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-si a Sewage Disposal System Constructed ( ) Repaired (.�,) Upgraded ( ) Abandoned(' )by (ems Je �— -o C ( CC­ at 38 kl ,.4 ji w t l� has been co strutted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. s OZ dated Installer C44o eq ,L_ ;�-ci p�,��s �. C- Designer 1 #bedrooms 3 Approved design flow IA gpd The issuance of t is pe t shA not be construed as a guarantee that the system wil)qntion as +e�'ggd ! Date Inspector �, l vi(' Z ' ——————————————-- ——————--———————. 1—————————— i No ado t— o2 f Feed I0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1i5pogal ,p!5tem Cowaruction Permit Permission is hereby granted to Construct ( ) Repair ( 44) U grade ( ) Abandon ( ) System located at S'a p f,b,•t c. f i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty j to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this�erit. I Date / _ l'�'0 Approved`by i I i 1/0 cm 15.220: reparation of Plans.ana Soecificanons Fi_04h T,4 le V cb, jYj'1�-c•G, 9,5� 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 s stem designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner..may prepare-plats 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 au city; (2) Every plan submitted for approval must be dated and bear the stamp and signature of the designer, Every plan for a new system or plan for the upgrade or expansion of an existing system w 'ch 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 7cerdance with M.O.L. c: 112, § 81D; c (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch = ZO feet or fewer for details of system components) and shall include dd 6-on of: �( ) the legal boundaries of the facility to be served; ) 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 an identification of those to be served by the system; '() --the'•location of existing or proposed impervious areas, including driveways and _R306g areas; e) t5'cation and dimensions of the system (including reserve area); syst 'design calculations,including design daily sewage flow, septic tank capacity (re ` cd and provided); soil absorption system capacity. (required and provided); and ethet:.systern is designed for garbage grinder, ( orth arrow and existing and proposed contours; to• don and'log of deep'observadon hole tests including the date of test, existing grad elevations marked- on each test, and the names of the representative of the a rovv''tg-authority and soil evaluator, i) ocation and results of percolation tests including the Gate of test and the names of c representative of the approving authority and soil evaluator, O name and certification number of the Sotl 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; (11) 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 s lies or suction lines,.gravel packed or tubular public water supply wells, subs ace drains, leaching catch basins, or dry wells; and the location of any nitrogen s itive ea identified in 310 CMR 15215 within which portions of the proposed s are located. cation of water lines and other subsurface utilities on the facility; �7o� fl adjusted ground-water elevation in the vicinity of the system; o) _ profile of the system; te on the plan listing all variances to the provisions of 310 CMR 15.000 sought onjunction with the plan; (q) . the location and elevation of one benchmark within 50 to 75 feet of the facility which is not stibject to dislocation or loss during construction on the facility; 1 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), um curves and specifications,number 6f dosing cycles and depth per cycle; s n a 'fcirculating Sand Filter or equivalent alternative technology is required or ro ose ,a complete plan and specification for the system,including a hydraulic profile; t ocus plan,to show the location of the facility including the nearest existing street; the street number and lot number,if any, of the facility; and v) the materials of construction.and the specifications of the system.. i Town of ftrusUble i �gat0q '►e'rv��e$ Thomas i. Diratetor x Public Ife'suh MvWen TlloMas m oan, eator 00 MWR Street,Hisao&$I1�rA 0 6A1 i : k ; a I ± Fax; 508,79t?-6344 i .. law sewage ''s3n t# Z � - ®i t { Assas$or's Mi( '�src ! 1'-7; �- -144 Address:el i 3 inita T� was:s9ued 8 poT lit to install a 6e4 A` 1 1 - 4 c ba8ed on a+� dmip dtasn by i pd dat ir M. tae.septic 'systasp referenced above was installed 'subsWt1co: ' to Wkid MY tnclUde or rovedil ch 33�� box and/or��ti.o tank �� ages such as Iatcsal rt+loca 4()n o tie-� I} ?r. ttlpt ts: tic ; a, p system re mace a l0' It ral 1 ahoyc was iz talIed with a c ggt (i.c. odatian f the SAS or azy,vartice►1`rtrincati ..af st000 but in actor• ce with State&;Local a �`C k oii ►t b�1t'. to fall g l&bons. P,l mvje ar by des�i er ow. g SH OF ±. PETER T. CIVIL .. � ij i A ,p No.35109 O ± . :•�'�SUN i {Affui Designers tan .Ires} AWWWW1 TO w ELT�k „�' I J111 ±a Tall 1k PIT W, AW Q' . 0 him owdfl ad n F"3.26-04.ddc I } I TO 39Vd I SMOM 9NM33NIJN3 8TE5LLb80.5 69 :80 800Z/8T/TO r TOWN OF BARNSTABLE w LOCATION 3� ?EI(p Q (f k( ill SEWAGE# ZDC8-(3-2-) VILLAGE � R�f11'j I l�_ASSESSOR'S MAP&PARCEL1L 1 1 Z-1-3 INSTALLERS NAME&PHONE NO. CS�1 QQ l)J �,nT�02121 SKL SEPTIC TANK CAPACITY I OJT LEACHING FACILITY.(type) c,0 I:n c �-rg 4� (size) a X 3 3 NO.OF BEDROOMS ,3 OWNER 13 Sc"13 1 PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) , I Feet FURNISHED BY C4Q2a2u i t;�k �;��Irf� v i 45 19 , r ;N a ZIP' �I as 19 'P 3 51� CA 3o'f Dtl 39 �I 3 C7 aq 5 D � Cn � - 3 •� l � use, �,��_ � c) - - - i s F � 6 NjE2V i r�L= . /� ��:1_'=-� ��1_ �o i--,R�.-�-r•_,- �d 4,..1.,7E n'.1.;{� c '$A {.1��TI� 3L� LA►,� ,xc 7o PA4�w4 1 �g ) �/ � �. LOB AT ON _ 4 E AGE PERMIT NO. c VILLAGE �c w&spa ; ,, -z INSlA LLER'S NA & ADDRESS B UItDE R OR OWN R DATE PERMIT ISSUEDi DAT E COMPLIANCE ISSUED I ;h � I i 74' 69 No..........�..l�.... Fizx....... . ............... THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH .N ..........OF...... .: ............................. Appliratiuu -fur Di,ipuottt Workii Tomitrurtion Vrrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at ---- - -------------------- -•---..... - ---•-------------------------------•---------- ocation• ddress -- or t - . W Address wne? p ' Installer Address � Type of Building � Size Lot..... f_�� S__ _ _ q. feet U Dwelling—`No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder' per, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) G4 Other fixtures ------------------------------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity/ __gallons Length................ Width................ Diameter---------------- Depth-_.-_-_-..._-- x Disposal Trench—No_ ____________________ Width.................... Total Length_-_--_--_____--_--- Total leaching area--------------------sq. ft. Seepage Pit No...,l.............. Diameter----------_--------- Depth belo inlet C --- Total leaching are a------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) V 76 Percolation Test Results Performed by------- ----------------------------------------------•----------•-----•- Date--------------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water.__._----_-.---.--.-.._- L% Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water---------------------- _ u j Description of Soil-- p ld�_v7l - 'V- . :5 �: ff ..... 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 Article \I of the State Sanitary Code—The undersigns further agrees not to place the system in operation until a Certificate of Compliance has been iss ed by the board o health. � Signed. ..--- ------------ ................................................ ............Da.---------------- te Application Approved BY .... .r. --- - . --- -------- r� � Date Application Disapproved for the following reasons:................................Y............................................................................. .............•-------•......... ...................................................... ..................----------------------------------------------------------------------------------------------- Date PermitNo......................................................... Issued........................................................ Date �.__�_ -------------------------------------------------------------------------------- ------- ---' No.... -••-•-=.. /..o•• FRIz.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �. . .... . OF.:..._�`..� cv�•,t� Viz- C�-- ........................... Appliration for Ii pngttX ,Works Toll's,trurtion rruti Application is hereby made for a Permit -to,.Construct ( ) or Repair ( ) an Individual Sewage Disposal System at:. Location-Address i or Lo`t No. ..............................f e I ............... ,_ �( - ------ --- tJ--- -•--•------ - - ------•------•----•- Owner / Address _i'-__ ................•--...................... Installer Address Q M. 'Type:of Building ' Size Lot-_............:............Sq. feet ' U Dwelling-No. of Bedrooms V .__ --..:-.Expansion Attic ( ) Garbage Grinder (`,0-0 aOther—Type of Building .... ....................... No. of persons_------.................... Showers ( ) — Cafeteria ( ) Q' Other fixtures -• •- ----------------------------------------------------------------------------------------- W Design Flow------------------- --------` .--.- gallons per pet son per day. Total daily flow--------------------------------------------gallons. WSeptic I:Ink—Liquid capacity gallons Length---------- ____ Width-------- ..... Diameter...............Dept................. x Disposal Trench=No. ......:.. ....... Width-_ ota Length-__.-__._-._______ Total leaching area--------------------sq. ft. Seepage Pit No-- -------------- Diameter--------- Depth below inlet__ Total leaching area.--. .._..__--sq. ft. Other Distribution box \ Posing-tank / \ a`j .��C - - 7 Percolation Test Results Performed by._-__ ------------------------------------------------------- Date....................------- -.---------- Test Pit No. 1-----------------minutes per inch Depth of "lest Pit_------------------ Depth to ground water..........___.-._._ �14 Test Pit No. 2----------------minutes per inch Depth of 'lest Pit-------------------- Depth to ground water__._....._-_-_._- - -•- �r E G Description.of Soil ------n U _.G_." _/�f1z� :�1zs- h .,`.Y_ i�( �K � --------------- --------------- ------ -------------------- ------- ------- ----- --•---- _---..---- ----------.-•--- ------•-.-- --- - - -• -- V Nature of Repairs or Alterations—Answer when applicable ........ .. .. ............ ::_... .._._......_- . ...-=.........-.............. Agreement The undersigned agrees to install the aforedescribe`d Individual Sewage Disposal System in accordance with the provisions of Article YI of the State Sanitary Code The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by_the board of health. f 'ignedr R "/ Date A lication Approved B �.y GG�I// . 7� Date Application Disapproved for the following reasons: : -.-= ---•-•---------------------------------------------------------------- •.. ..............••-----•---•---....... -• --- ----------- Date PermitNo........................................................ Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT r . i f ,- ,. ....: OF........... ...................... Apr#if iraf e of (90utpliaurr THIS I TO C y.i IFY at the Indnvn ual Sewage Disposal System constructed or Repaired ( ) by......-••••--- "� ;��� -•------------ ----- -------- ---•-------------------------- -- Installer - •• •-•-•- at ' `.4/._`.- t - - -1/------------- ------- K/ — --------------•- - __ has been installed in accordance with the provisio s of A icle of Ti State Sanitary Code as described in the application for Disposal Works,Construction Permit No., .:� s dated-------1 ; 7----- -- ....... THE ISSUANCE OF THIS CERTIF;CATE 5HALL.NOT BE CONSTRUE© AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-------//---•- �9�-•-- -- �7 r.................... Inspector----•-••-----------•--- -------------•-------------------------•-----•----------• A" THE COMMONWEALTH> OF MASSACHUSETTS BOARD Off HEALTH / 0 j/ .......... OF.::...... . - -----------------------------No .•-----. ---•--•. FEE._...14:�t ...... w tti rk _ �, aYt # rioatrrutf Permission is h by granted------.- • ---- -- ------------ - ----- • -•-------- ................. to Construct ( or epair ( an I dt.vi ual Sewage;Di al Syst at No — �- z .. , street / as shown on the application- of, iDi osal Work- Construction Permi N ._ J. . tecL..l--� 7_-.7._.__..__ `--- ---y�'---------- ...... - ------ ------------------------------------- Board of He Ith DATE---------------- •--- M FORM 1255 HOSES-& WARREN. 9,NC.. PUBLISHERS . X y ' Y _ _l 4 I ,c) ID pec:PC`, SEW-UA&G — iL � �.At. SE�'T►G TAW14 LEA P 1 T' W t r-t a loo °fo ;.xF�AtJS► otJ 41 �••�. .►. s�vlc.t M/+/71 t1AT T1.1 i �OU►J`D • 'ci4Jv.:�IJ ��.�- �'`^��i �__�� 4 G�`__::'_C?t_.y l-i^�'t . ..�i.� ��,� �T�. -�"'t�E'_ '`;1';J l"..L�`•=- / /� fj{���yy�,J ��7y�y/�, A '��� •� C i tom%t1 L? •,.. v-.i r • ,•:_/�r��;- `t•'"� vt•+ •�+F 'f.A ki W'v'L ��/a,v PAe,E � _.S.(.�t�1t,61.1L�•/'S.�i�,,, D_ �.�>.:Z'ri ..'c'_. � �'1`(:�_ 14_IG. t -t=-;�Sr C'LA►ri l"�� t!D�" k".t��.c_'L.� Ut_! tnt.1 U`.'�.�:=1_.�/t'�L`� �� /rS•=•%'"�' 1 J !4':.. 0Vt� E"1 �� lE; �,r: t�471._1G �'.►-t"j" �^ �L,4IJ `MALL.. r r N °o LEGEND 556 24 44"W �� S •• —� x 100.12 °� .:,,, EXISTING CONTOUR 40 gy t '7 x 101.70 EXISTING SPOT GRADE s7tcemJ 25�Ft". (� TEST PIT °�`` APN 72- I W EXISTING WATER SERVICE °e 15 239±5F C ____-- EXISTING GAS SERVICE y LOCUS - Q 33 eh If• —ijGW— UNDERGROUND WIRES ge� x 99 42 ,�'a, wN,nc v,Ny BENCHMARK LOCUS MAP i aA*0 NOT TO SCALE ,v/ b'• UG. X •99 91 x 98.39 GENERAL NOTES: GAgACE EXISTING LEACH PIT TO BE PUMPED, FILLED WITH 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. go U SSAN D AND ABANDONED �� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS EXISTING SEPTIC TANK OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ('1 c�• 4 \ Cti INV.=96.55± LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: �• ,ti >n —310 CMR 15.405(1)(b): (D 1) A 1' variance to the 3' maximum cover requirement, for 4' of max. cover. S.A.S. shall be H•-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR NO. 38. z TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. w I I/2 STY BENCHMARK: PATIO CORNER I^ 0 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING o,'� k). PRM. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN T.O.F. 100.37" ELEVATION - I OO.a ENGINEER BEFORE CONSTRUCTION CONTINUES. y4 e (ASSUMED DATUM) 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. f >< 99 20 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 24' \ \ p THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF \ ' 9 .96 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. VENT \'rA 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. \ i, - 8, THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. \'F\0 ;A 9. ALL AREAS CLEARED FOR CONSTRUCTION. SHALL BE RESTORED AS �. �, \�\ \ AGREED .UPON BY OWNER AND CONTRACTOR_ OR AS OTHERWISE- / \ \d\ \ GO DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE \ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. � SLEEVE SEWER FOR 10' 1 1, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS °' '00o TP '1 • TP-2 g EACH SIDE OF CROSSING IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE � WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). N - -- 5 ; t 12. EXISTING SEPTIC TANK SHALL BE INSPECTED FOR STUCTURAL INTEGRITY 75.37 '� AT TIME OF INSTALLATION. IF FOUND TO BE DAMAGED OR STUCTURALLY ®J N56°24441E pF Mqs, UNSOUND, A NEW 1500 GALLON SEPTIC TANK SHALL BE INSTALLED. ti� PETER T. �, PROPOSED SEPTIC SYSTEM UPGRADE McENTEE CIVIL 38 PRINCE HINCKLEY ROAD, CENTERVILLE, MA cp, C� No, 35109 Prepared for: Robert Schmidt, 1826 Red Lion Ur., State College, PA 16801 SZ���� �`� Engineerin Surveying by: SCALE DRAWN JOB. NO. Engineering .by: P ill N C E h I N C KLEY ROAD Engineering Wopkr HOOD 5URVEY GROUP NTS P.T.M. 101—08 I 12 West Crossfield Road 18 Route 6A V J`J Forestdole, MA 02644 Sandwich, MA, 02563 DATE CHECKED SHEET NO. o (508) 477-5313 (508) 888-1090 1/1 1/08 P.T.M. 1 Of 2 . t �r _ a LEGEND N G 556° 42 44"W ti �`°�� °sy 105.37' x 100.12 __ /00 _- EXISTING CONTOUR sT9cF °r �b 99.48 x �/ x 101.70 EXISTING SPOT GRADE ! ` ® TEST PIT "C, APN 172- 1 73 w EXISTING WATER SERVICE �` 15,239±SF 99.69 x ' ""y LOCUS ti� G EXISTING GAS SERVICE ea T g 9r9~4 —tJGiM-- UNDERGROUND WIRES x 2 BENCHMARK LOCUS MAP J —400 NOT TO SCALE 1 ( \ l4' if 99.91 x 98.35 GENERAL NOTES: i GARAGI='� EXISTING LEACH PIT �. f, � "s \ f'"m " TO BE PUMPED, FILLED WITH 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL `Y BOARD OF HEALTH AND THE DESIGN ENGINEER. 1 SSAN AND ABANDONED fff , I 2, ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS EXISTING SEPTIC TANK OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE INV.=96,55± LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 0 \ t r r / ! —310 CMR 15.405(1)(b): s t I 1 yW 1) A 1' variance to the 3' maximum cover requirement, for 4' of ' max. cover. S.A.S. shall be H-20 and vented, m 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 3b1 Sf Z TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. f> '1 1�2 5N' � PATIO CORNER 4- ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING c� ` x• ` /'�. PRM.J BENCHMARK:f ,' E4FVARK � I OOA' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN i r 1 T.O.F. =, 100.37'; f: r ENGINEER BEFORE CONSTRUCTION CONTINUES. ti / !' s` '' r' , s; (A55UMED DATUM) 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ' ' �r� ss`ff` {,/l �'11 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 96,20 E 24 �� ,<�\\� 2p � � f THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF \ ' % ,' ;' 0 9 ,96 " HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. VENT 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 99'22 I 8• THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. SLEEVE SEWER FOR 10' 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS Q C � T.L �-, 1-P_1: TP-2 � �" EACH SIDE OF CROSSING IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE �� WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). �p --h --��••_X� -J� -X-� -� 12. EXISTING SEPTIC TANK, SHALL BE INSPECTED FOR STUCTURAL INTEGRITY 75. 7' �s t AT TIME OF INSTALLATION. IF FOUND TO BE DAMAGED OR STUCTURALLY �i N56°24'44°E pF MASJq� UNSOUND, A NEW 1500 GALLON SEPTIC TANK SHALL BE INSTALLED. co, C�1`?� 511EtLK � PETER T. �� PROPOSED SEPTIC SYSTEM UPGRADE CIVILEE "' 38 PRINCE HINCKLEY ROAD, CENTERVILLE, MA C�' g'1 No, 35109 Prepared for: Robert Schmidt, 1826 Red Lion Dr., State College, PA 16801 A RF(I si-FO Surveying by: SCALE DRAWN JOB. NO. PRINCE h I N C KLEI' ROAD FSS 0 ��G� Engineering by: Englneer9ngWorkir HOOD SURVEY GROUP NTS P.T.M. 101-03 12 West Crossfie 0 S Road Route 6A DATE CHECKED SHEET NO. forestdole, MA 2644 Sandwich, MA 02563 1 (508) 477-5313 (508) 888-1090 1/1 1/08 P.T.M. 1 Of 2 r� I F.G. EL: 99.5 (MAX.) VENT t� T.O.F . (EXISTING) EXISTING F.G. EL: 99.5t (EXISTING) F.G. EL: 99.1 t(EXISTING) I MAINTAIN 2% MIN SLOPE OVER S,A.S. INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX T�OTE: TO PREVENT BREAKOUT, THE PROPOSED TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE FINISH GRADE SHALL NOT BE < EL:138.28 INSPECTION FOR A DISTANCE OF 15' AROUND THE PORT L=110' L=7'(MAX.) PERIMETER OF THE S.A.S. 4" SCH 40 PVC 4" SCH 40 PVC I0 ® S= I (MIN.) 7"n ® S= 1% (MIN.) 71NVER 148" LIQUID INV.=95.27 LEVELINV.=95.45EXISTING ADD GAS D-BOX 4 ROWS OF 5 UNITS AT 6.25'/UNIT 31.3BAFFLE INV.=96.55tFXlST1NG SEPTIC TANK EXISTING . . PROPOSED SOIL AJ3SORPTION SYSTEM (PROFILEI ESTABLISH VEGETATIVE COVER NATIVE CLEAN FILL BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION. BREAKOUT=TOP 2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP ELEV.=95.5 GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.=95.17 0 o n 0 o n 'a n o o INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=94.50 000Oann 0000000 310 CMR 15.221(2). III IIII IIIIIt�II 00000000 oon00noo 2•8 �) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF ' I 28„ I 28- 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.2 F'--- "-"""'I EXISTING SUITABLE CIS_ --P er1 Ead RIat SEPTIC SYSTEM PROFILE BOTTOM OF TP, EL.=88.4 _ MATERIAL USE 4 ROWS OF 5-NIGH CAPACITY INFILTRATOR CHAMBERS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE N.T.S. TYPICAL SECnQN DESIGN CRITERIA SOIL LOG ,34-'�.�` NUMBER OF BEDROOMS: 3 BEDROOMS y 255 MTA' SOIL TEXTURAL CLASS: CLASS 11_ 5, Le View End_ View. CONC, DATE: JANUARY 11, 2008 (REF.#12074) PATIO � SOIL EVALUATOR: PETER McENTEE PE, CSE DESIGN PERCOLATION RATE: 7 MIN/IN HIGH CAPACITY INFILTRATORS, H-20 LOADING WITNESS: DONNA MIORANDI IRS DAILY FLOW: 330 G.P.D. HEALTH AGENT DESIGN FLOW: 330 G.P.D. INFILTRATOR CHAMBERS : 3 `; GARBAGE GRINDER: NO �. Elev. TP- I Depth Y�-� Deth_Elev.. �® N.T.S. `t `� '� ;`�� No. 38 yg 4 A 0•, g8.5 A 0" LEACHING AREA REQUIRED: 330 GPD = 550.0 SF \1 1/2 57Y. 4. �. .60 SANDY LOAM SANDY LOAM ` F 10YR 3/2 10YR 3/2 EXISTING SEPTIC TANK: 1000 GALLON (TO REMAIN) 97.1 16" 98.4 13" B SANDY LOAM B SANDY LOAM L T O F m 100.3T �, 10YR 5/6 10YR 5/6 USE 4 ROWS OF 5 HIGH CAPACITY INFILTRATOR H-20 UNITS 95.4 C1 36" 95.3 C1 38" W/ NO STONE FOR AN S.A.S.-WITH DIMENSIONS 11.2' x 3� ' M-F SANDY 48" M-F SANDY SIDEWALL AREA: NOT APPLICABLE LOAM PERC LOAM BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) 5-4" POLYSEAL OUTLETS IV 2.5Y 6/4 960" 2.5Y 6/4 20 UNITS x 6.25 LF x 4.72 SF/LF = 590 SF 22" 4" -4" POLYSEAL INLETS 4" �ts�� �` p�� 20i.GRAVEL 20°l.GRAVEL 6a, rl. , o &COBBLES & COBBLES DESIGN FLOW PROVIDED: 0.60 x 590.0 = 354.0 GPD W Y• cS U1 91.4 C2 84" 9'1.5 C2 84„ COARSE COARSE PROPOSED SEPTIC SYSTEM UPGRADE O -I- SANDY LOAM SANDY LOAM N N 'n in N 5Y 5,3 5Y 5.3 38 PRINCE HINCKLEY ROAD CENTERVILLE MA 1' 7-7= ry &C GRAVEL &C GRAVEL r i �- PROPOSED S.A.S. &COBBLES &cogeLE5 e� To View Section I -- ------ 88.4 ` 120" 88.5 120" Prepared for: Robert Schmidt, 1826 Red Lion Dr., State College, PA 16801 I+---31.3'---�ingineering by: Surveying by: SCALE DRAWN JOB. NO. PERC RATE: 7 MIN/IN ("Cl"" " HORIZON) P.T.M. 101-08 DB-5 NO GROUNDWATER ENCOUNTERED EnglneedngWorkr HOOD 5URVEYGROUP NTS - _ D-B O X AYOUT (508)12 West Cross4ield 02644 Sandwich, MA 02563 Rood 18 Route 6A dale, DATE CHECKED SHEET NO. S.A.S..A.S. (508) 477-5313 (508) 888-1090 1/1 1/OS P.T.M. 2 of 2 I