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HomeMy WebLinkAbout0014 HORATIO LANE - Health 14 Horatio Lane A - 228- 142 -002 Centerville No. 2-153LOR UPC 12534 smead.com • Made in USA ��cYc�o z �sr-coy`• i FAR USED IN THS DRDDI.Cf LINE SF I Of THESR PADGRAM REQU REMENTS �SOLROW WWV'15Fii420OlAIWope r TOWN OF BARNSTABLE LOCATION 14 Lc,►,4n SEWAGE# t VILLAGE ASSESSOR'S MAP&PARCEL -00 INSTALLER'S NAME&PHONE NO. ���1i5 SEPTIC TANK CAPACITY A I-Stj LEACHING FACILITY.(type) SC)b Cj6110%) CVIGM�M(size) t 5,2.( ',Z'3 NO.OF BEDROOMS OWNER �f I i t-1�► PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: 'oHumGAS q 4.40 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ctgak qp,4Feet 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 leachi cility) Feet FURNISHED B tom" 5 � Vol, C)04S .r 1 Bt-{ S U- to No. O ` `s Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �01ppYication for 3Biopogar 6potem Com aruction pertnit Application for a Permit to Construct( ) Repair p'grade( ) Abandon( ) ❑ stem complete Sy stem y ❑Individual Components Location Address or Lot No. /y/�8��,[��`RNe. e.�dr Csvr, Owner's Name,Address,and Tel.No. 1` Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ja - 1-3"O'l ej Type of Building: Dwelling No.of Bedrooms Lot Size /2 23 sq. ft. Garbage Grinder ( ) Other Type of Building Aj®6rye No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '; gpd Design flow provided 3 31.0 gpd Plan Date zbo Number of sheets Revision Date Title ` Size of Septic Tank Type of S.A.S. 2, 5"�(� �x1lOn/ /9f�K Description of Soil 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 B o Health. Signed Date 1t 7 ho Application Approved by Date 5,42—10 Application Disapproved by: Al Date for the following reasons Permit No. ® �� v l%0 Date Issued S"v27—t t7 No. l U_ Fee ,: THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpprication for Mioogar *vmem Conotruction Permit ' Application for a Permit to Construct O Repair(/� Upgrade O Abandon( j' ❑ Complete System ❑Individual Components r 7 / II Location Address or Lot No./�//0/a 1i p�.&,e. eel-e 1✓'�J-' Owner's Name,Address,and Tel.No. C"'l Assessor's Map/Parcel 2�2 g.-/fV —Col— it �__ A l Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. L�✓sks 4,; 11/aw1,J Type of Building: Dwelling No.of Bedrooms nJ Lot Size 10143 sq. ft. Garbage Grinder ( ) Other Type of Building hlovJr No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) !:130 gpd Design flow provided '3 31.0 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank/000 /x/5tiw c Type of S.A.S. 2 5M jSp-I&V .s Description of Soil Nature of Repairs or Alterations(Answer when applicable) 11q L L • 5 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 Bad f Health. Signed ��� l �^ :, Date r 749 Applic4on Approved by ° ,'� ,,�.; . � '�� Date 1 Application Disapproved by: Date for the following reasons v Permit No. o 10 — 1516 Date Issued S—-7'7—(0 --------------- - ----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On n--site Sewage Disposal System Constructed ( ) Repaired (1/) Upgraded ( ) Abandoned(// )by / ,,vv S /i/oN-'i✓ �✓�. at_ /G/ lYp/0 1`rb has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o?0��' 7(7 dated S'02 - �U Installer 9dAG 3 /� /Pr✓� Y�G Designer /'.�•ti,nit-,./, n/f /�`� #bedrooms f 3 Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system wil�ifunon as de igned. Date f -7 41) Inspector Ul �J --- ------- a p(� — S� Fee 1"V -- No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Midwpo!gal *p5tem Cow9truction Permit Permission is hereby granted to Construct ( ) Repair (✓) Upgrade ( ) Abandon System located at /r/ //o/a t 10 /a✓r e.,V )lp 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: Construction must be completed within three years of the date of thi�rmit. } Date 5 ` a 7—r U Approved b Pp Y '/ r i Town of Barnstable Regulatory Services Thomas F. Geller,Director s Public.Health Division ' ¢61 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: (0 1-7 L L 0 Sewage Permit# Assessor's Map/Parcel 27-8' 14-Z,00'Z Installer&Designer Certification Form Designer: vto,;�n ee c �c� vv(•� k C- . Installer: J� o R Address: n- W, Cr&4 i+:-�1 CA � Address: ?-0- �Ch� f �-S� On �-�" �7 r?J,.v^ n.-c.. was issued a permit to install a (date) (installer) p, septic system at l A- Ro t'��rd G � CC,n.1-�'M`( ' ased on a design drawn by (address) dated l l l 0 'T [ l6 (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. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout (if required) was inspected and the soils ere and satisfactory. M oF444Ss9cy li PETER T. Gu' stalier's Signature) _ o McENTEE civic N -0 9 No.35109 Q 'PD FGIST (Designer's Signature) (Affix D h e) PLEASE-RETURN TO BARN STAB E PUBLIC HEALTH.DIVIS N. CERTIFI ATE OF,CO. L E wII.L NOT B ISS UNTIL BO F BUMT1 ,91A, RECEIVED BY THE BARNSTABLE PU MBLIC BE TH D N. q,Mffcc formAdesip rcertification form.doc r F CITY/TOWN S a(a, S�6 Lq A"LICW: �9100 L-J ("I nNe,oW: 3-7 o gp.d e -e,.f M C- ��+--e- f® REVIEWER BY: DATE: � Legal boundaries denoted 310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220 4 'u Locus Provided 310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"= 20' or fewer for t/ components) 310 CMR 15.220 4 Easements shown 13.10 CMR 15..220 4 b System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is re ired 310 CMR 15.412(4)] Location of impervious surfaces (driveways, parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR ✓, 15.2200)(01 Location and diMensions of system components and reserve areas. ✓, 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4)(f)] ✓ daily flow septic tank capacity (required andprovided) soil abso ttan s :atem(required and provideD whether system designed for garbage grinder ✓ North arrow 310 CMR 15.220 4 Existing and ro osed contours 310 CMR 15.220 4 ,/ Location and 164 of deep observation holes(existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and 0A Location and dale of percolation tests (performed at proper elevation?) [310 CMR 15,220(4)(i)] Percolation test results match loading rate? 31.0 CNM 15.242 Certification statement by Soil Evaluator 310 CMR 15.220 4 Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR V Address Sheet:l.of 9 A N/A OK N Location of every water supply, public and private, [310 CMR 1522Q � k . within 400:feet of the proposed system location in the case of surface water su les:.and vel cke�i l�c.;water_su 1 within 250 feet of the ro osed stem location in the case vv�thin 150 feet of the proposed system location in the case of vate water wveHs Location.of all surface waters and wetlands located up to 100 ft. bid m 3'10 CivR l .211.ad any<: atch basins. 1/ t` Sgft' 310 CMR 15 120"4 El 1ih ater lutes aid of'cr subsurface utilities located [3'1'0 CsoI 15 220.4 m titer line crow see 3'10 CMR 15.2 1(' 'i P#c fle'of sy-A, "showing uivert elevations.of all.s.+ystem ,f corn o�e�s;a�d -: tom of the SAS 31�;�IM�tt.5_,,2� ,4. . S of de °er 31 p CMit 15.220(1)Aand 310 Clviit 1 S.220 2 Stamp of Re. stered Land Surveyor(required if construction - aenvits,vw�tli{n #t of lot lute):.310l 152 Test Holes adeq"" to (two in ea&of the pig and reserve tWes�cl1es as permed"in 310 CA R 15,102(-2)or as a ,roved.fot an u;; e under LUA at 310 Clot 15 4'05,l" k Test hold uate-to demonstrate four feet of su table'material? 3,l 6C, Yost Holes adequate_to:confirm.adequate groundwater separation? 310 CIviR 15.103 3 A6'ft`k ith 5�.?.5' of : stem 31.0 CMS Y5.,22QL Mat als specification noted?_jvarious sections.of 310 C1V1KR �T Systemeomnts not >.36" deep (unless Local ITpgade A royal ar.LUG:re nested: 3 l 0 GMR 15.405 1 Adtes Shed2of0 f N/A GK Size OK? 310 CAR 15:223 1 Inlet tee located-ten inches below flow line 310 CMR 15.227(6)] 77, 7 Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227 6 Outlet tee with gas baffle or! roved filter 310 CMR 15,227(4)] Note regarding installation on stable comp.Wvd-ban[310 CMR � 15.228 1 Separation between inlet and outlet tees (no less than liquid depth) 310 CNIR 15.227 2 Inlet/Outlet elevations at least 12" above high groundwater (except as descried 310 CMR 15.227(5)) or permitted for upgrades under LUA P10 CMR 15.405 1 k. Minimum cover (Tanks buried more.than 9" must.have risers on all openings and on the d-box) [310 CMR 15..2228(1) and 310 CMR 15.232 3 Three access covers (inlet and outlet must be 20" or greater) - ' ,� 15.228(2)] middle access at least 8 7/07 310 CMR 15.228 2 Access to within'6 14 of grade - one port for sy6tems410009pd, two fors st �00 d. 310 CMR 15.2 2 All at-grade cdvers secured to unautilonzed access? [310 C1VIlt 15.228(2)] > l0 ft'from;bui ' foundation 310 CMR 15,21.1 1 Buoyancy calculation Required/Done 310 CMR-15 221 8 H�20 Where:a -ro riate? 310 CMR 15.226 3 Setbacks from re ources 310 CMR 15.211 Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 First compartment 200% daily flow; Second compartment 100% dail flow 310 CMR-15..224 2 and .3 "U,pipe:through or over baffle, outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] I Adc}res� .. �3 of 9 .. . N/A OK NO Located-at least ten feet.from any water line? [310 CMR 15.222 2 Disposal piping it least 18" below water line(when water and sewer cross see 310 CMR 15.211 ;1 ;1., C16"6 is `.0 O` rovided ? r310 CMR 15 222 8 Thrust blocks s_ in force mains? 31-0 CMR 15.211(6)(c)] Slope'of sew-er line not less than 0.01 (1/8"/ft) 0.02 preferable N0 CMR 1'.5.2 6 Proper pitch'on all runs?(.005 within gravity-distributed trenches and beds) 310 CMR 15.251(9) and 310 CMR 15.252 2 c Siphon roblem/ eacloeid below pump chamber End� • ed? Size and orientarion of discharge.holes specified?.(not mWIer than . 3/8" not larger than 518") [310 CMR 15.251(8) and 310 CNM 15.252 2 Materials specified (3 to CMR 15.251(5) specifies various pipe es allowed EM Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232 2 a, Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323 3 :a Riser if dee .er than!, 3;i 0 CMR 15.23 2.3 Inside nui>imum ebsion 12" 3:10 CMR 15.232 2 um 310 CNM15.232 3 e Watertight cover if<2000gpd); waterproof manhole if>2000gpd J 310 CMR 15.232(3)(4)] Ca act enc storage above workngdesin y Proper:sctbaeks. 310 CMR 15.211 same as # c talks VVatertigbt20-in hinium access manhole at least 20 MUST BE To GRADE 3;1Q CMR 15.23.1 5 Service`components accessible(not too deep with piping, A disconnects accessible Alarm floats.- alarm on circuit agate from s ecified? Exceeds two units must have two pumps operating in lead-lag mode 01.0 CN 15.23L(6.) and 8 Stable Cp Base 310 CMR.15.221(2)1 r Sheet 4'of 9 Address Buo f =ns-nip edBd:?Pro vided? 310 C11R I5.221 8 ' t if r i r r. S I �tlt�fy� N41 1e kYJ14' • ' 1 .. ... . ,:of 9 . N/A OK NO Cale f dons corwt? 4 feet of naturally occurring material demonstrated? [310 CMR 15.24 1 Required separation to oundwater7 310 CMR 15.212 Aggregge s ed as double washed f310 CMR 15.247 2 System Venting required/prONided?-(system under driveway or >36" deep). 310 CMR 15.241 Inspection ports specified and within 3"final grade? [31. CMR 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and A dance Doc ent 6=I = I-- Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253 6 Each structure with one inspection manhole(if>2000 gpd must be to ade 310 CMR 15.253 2 ✓ A ate 1' miriimum- 4' maxiinum- f 310 CMR 15.253 1 2' sidewall credit maximum r310 CMR 15.253 1 a In bed configuration, inlet every 40 sq. ft. 310 CMR 15.253 6 Width 2'minimum 3' maximum 310 CT 15.251 1 b 100 feet -maximum len h 310 CMR251 1 a Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches 310 CMR 251 1 d Situated along c ntours 310 CMR 15.251 2 Breakout OK? 10 CMR 15.211 1 4 and Guidance Document mn�murri 2 dlsnbution lines 310 CMR 15 252 2 a setatton:between lines 6' :310 CM'R15.252 2 d 1litammun separation between lines and outside of bed 4' [310 C1V�R 15:�52 e .: Aggregate depth below discharge pipes 6" minimum, 12p maxulnrn 310 CMR 15.252(2)(g)] S' anion betwon beds i 0 mi um. 310 CMR 15.252 2 Bottom area u '. in cal ations.only 310 CNM.15.252.2 i ShF�`6.of 9 Access I - Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] Pressure dosing required on all systems >2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use ovals If used in graveness system -make sure jet is directed as not to scour soil interface. Guidance Document Inspections once per year(systems<2000 gpd)or quarterly >2000 dgood to note on plan 310 CMR 15.254 2 d Construction in f ff -Did the plan specify that the fill shall meet the specification pf 31 t1 CMR 15.25 5 3 ? Impervious.barrier and/or retainin wall ? Guidance Document Impervious ration must be supervised by desig= 310 CMR 15.255 2 Retaining wall must be designed by Registered Professional Engineer 310 g�M 15.255 2 a Side slope not exceed 3:1 ? Q10 CMR 15.25 5 2 Breakout re4ttirements met? [310 C1MR 15.252(2)and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. ,recommendedl 010 CMR 15.255 2 e MCheck DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a tote on the plan regarding the requirement for pq Pe?PCUW maintenance eement? Any alarms involved on separate circuits Did the applicant submit an operation aPP p and maintenance manual? Has submitted a co of a maintenance Bement? ji Are the variances listed on the plan ? [310 CMR 15.220 �4)(qj (/ RLS Staanp• eceMary on plan if a component is within five feet of ro a 310 CMR 15.412 4 "Adti sss of v az, �Lx [fifer to 10 � f to 97,+ VAN , yx,ro t t tiA "' rn. .. .... i........ .. .. .. ... � y r ' . Address _ Sir$of 9 r i N/A QK No. Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.210 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? 310 QI% 15:21 2 Are the nitrogen loads proposed in compliance? [310 CMR 21 L/I-A 11- e 2 11 IN Pumping to septic tank ? 310 CMR 15.229 Shared System 1-0 CMR 15.290 1 .I Address Sheet.9 of 9. APPLICATION FOR PERt;OLATION TEST AND OBSERVATION PITS 'LOCATION CoT '�':a• Y & A- t� L�✓� N0.? 4� IL•LAG$ C�/✓/G/�V� ��� DATE APPLICANT l 9n I/ blleI `�J 1 t FEE (Non-refundable) ADDRESS L,w-C: TELEPHONENO. 7I'�jl ENGINEER TELEPHONE NO. DATESCHEDULED (Appll a)is ign re) .. .. ... . ............................../....... .... ....... .. ................................................. ................ ASSESSOR"S•MAP.& LOT NO: SOIL LOG SUB-DIVISION NAME DATE 7 �� TIME EXPANSION AREA:.YES ,�<_ NO ENGINEER TOWN.WATER PRIVATE WELL A�R BOARD OF HEALTH �(,cJ. /✓�c�C«5 EXCAVATOR SKETCH:„ (Street name, etc., dimensions of lot,-exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: 00,<iz- 20 C COLATION RATE: T HOLE NO: ELEVATION: Z TEST HOLE NO: ELEVATION: 1 1 p 5vlu 2 ¢Sv'8 So, 2 3 / 3 4 4 5 5 6 6 7 7 � . 8 8 5� 10 10 1 11 •. 11. 5 • 12 12 , 13 13 , 14 14 f 15 �► 15 /S 16 -_. 6/6 16 . :TABLE FOR SUB—SURFACE SEWAGE: LEACHING FIELD LEACHING PITS LEACHING TRENCHES ;UITABLE FOR SUB--SURFACE SEWAGE. REASONS: 'E: ENGINEERING PLANS MUST SHOW NUMBER. ASSIGNED ON PERC TEST APPLICATION :GINAL: COMPLBTED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH ,Y: RETAINED BY APPLICANT •� TOWN OFF BARNSTABLE ?�JLOCAiION 14biA-icy LANL SEWAGE �VICLAGE l,L-r-- ASSESSOR'S MAP Cz LOT L, - N ;INSTALLER'S NAME 6� PHONE NO.�- \\-� "elf Q i _ZSEPTIC TANK CAPACITY 0 2z AL , �S- u r LEACHING FACILITY:(type) (size) LNO. OF BEDROOMS 3 R`4,TE-:'EU OR PUBLIC WATER'M;6L-1(, BUILDER OR--Q R C(ASS. c7 rn ®v' L1L e -n-\ i tit DATE PERMIT ISSUED: 0(`?l DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �'" t t J r 40 FE$.. .`��............ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .........oF......... n :.6. e................... ApplirFativaa fur-Dispus ai Works Tonstrurtiun Vrrmit Application is hereby made for a Permit to Construct vfll000"r Repair ( ) an Individual Sewage•Disposal System at• ,, j -- ----------------•---------•-•--- .-- ---- ------•- -oc n-Address No. Owner �/ a �✓:._/✓ � �!.._...._ c.=... re? A .�.. 5S ....5S;K0.................... Add Installer ��r Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms........ ...........................Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ................................. W Design Flow.........I/. .......................gallons per pers*i- p`r day. Total (Wly flow........ w....._._ ..............g_a�ll_...:.�WSeptic Tank—Liquid*ca acity, - gallons Lengt�e .._ Widths - �Diameter...= "...._. Depth.� x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------- --------- Diameter........F....... Depth below inlet.............. Total leaching area�2? ....sq. ft. Z Other Distribution box ( ) Dosing tank' ( - -Ir ` ~' Percolation Test Results Performed by..---��� !/ -------_ ---.�[. 91� Date.....-__`%-.....? ................. / RU /-__..__ Test Pit No. 1_.' _sa4___.minutes per inch Depth of Test Pit..f Depth to ground water------- •----__. fs, Test Pit No. 2___ _..minutes per inch Depth of Test Pit-_-/57 ___.._ Depth to ground water........................ pi ..-• •• --- O �j� �( Description of Soil•�� - ....• ` ••••. !.�r � ................................... x .......................... --- ---- .. ..... ----------e-( U Nature of Repairs or terations—Answer en applicable..................................................•----------------------------------......___. --•-•---•---•••••••••-••--•••--•---•••---•.....-••••--•--•--•-••••••-•----•--•-••••••••...._....--•--•-•-•-••---••......••------•-•-••--•--•••••••--••----••-•••.............••-•--•.....-----....--•••- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iI'I U 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 by the board of health. gcy �J Signed.�4-.._ _52 '�"� ... J- �- :__ � . ........ Application Approved By...... � 9.._.._._ ---•- -•---- Date Application Disapproved for the following reasons-------------------------------------------------------------•-----------------...•-•---•-••••......•-•--------- --...-•-•••----••••••--•......-••••--•••-•--••-•-•---•-•-•-•--•••...............•••----••-...-••---•-----••.....-•-••-•--•••••••....---•--•----•---•--••---••••-••---••--•---•••••-•-••-•-•--•••••------ Permit No.......��..` �12 .....-. Issued.-----. _-f-- ...............a — Date l 4 Y No.—?�_.. .... .. Fps............. ............... THE COMMONWEALTH OF MASSACHUSETTS e BOARD OF HEALTH ZA o. . ppliratiun for Disposal Works (nunstritrtion Pumit , Application is hereby made for a Permit to Construct (l,< or Repair ( ) an Individual Sewage Disposal System at: --1-'�1 �........................................... ................................................ f---- --.---....-------••-•---- Location-Address or Lot No. -e .................................................................................................. .................................................................................................. W Owner Address Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria-( Other fixtures .................................. :_ W Design Flow..........e 111(......................gallons per person-per day. Total d�ly flow........--:�_:' _�__._________gallon-, Septic Tank—Liquid'capacity/��,gallons Length%�'f_ Width�j"70" Diameter__.::_"._.____ Depth�_�,�.j Disposal Trench—No_.................... Width.................... Total Length..............__.... Total leaching area______ �x ______ Diameter___.____ _ Depth below inlet____.._��....._ g Total leaching area 1/--- q ft. Seepage Pit No._.___._ __. p s ft.. �. Z Other Distribution box ( ) Dosing tank ( �d Percolation Test Results Performed by.....4"t, .__.._.. �.__. ": �o.. �P� Date_____'_'__7 M Test Pit No. 1__'�___`____minutes per inch Depth of Test Pit___/�-2. . Depth to ground water__-___. "_____._.__. Grr Test Pit No. 2___ : _._minutes per inch Depth of Test Pit--- .... Depth to ground water__________________. a — ----••-= C" j - ; t l" Description of Soil- -------• • ti._. Z -( � l fir' ..._. _ W , . rr -7 .. i ................ - } _........;:,._..._ __. -- - - ------ - U Nature of Repairs or�terations—Answer when applicable_______________________________________________________________________________________________ .......................................................................................................................................................................................................... Agreement; :The-undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 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 by the board of health. ,�7 l !ir-CJ .,. Signed -J---••-----------------•---...-------.....------•----•--•-------•--•--•---- Application Approved BY '�'- --• ................... Date Application Disapproved for the following reasons---------------••------•--...-------------------------•------•--•----------•--------------•-.................. .................•---•-----...----......--------...--•------•----•---•----------••-------....------•------------------...----------•---------------�---j--------••---I-----•----...-------••••-----_----- .... Issued C` t Permit No----- ...-•----•................. ----•-•------Date------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Trtif irtt#.r of Tuutplittnre THI S T CERTIFY That the Individual Sewage Disposal System constructed ( or Repaired ( ) j� ►� Ca1V bY.......... -'' C f / / Installer ---........ ?r fL-��.......... `t nt.._,..................................................................................................... has been installed in accordance with the provisions of TIT of The State Sanitary Cod asidescribed in the application for Disposal Works Construction Permit No....... _________________ dated_.-.__27 _._4`�___ ..................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................... _-..,.1'.9.1.............................. Inspector................... _A_ .............................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD ( HEALTH// / <� .5.7. . ................ No.._C2. �rz FEE........................ Disposal Works Tons#- tun rrnti# •N"..0 r �r5ot-) Permission is hereby granted....................... ................................................................................................................ •-•-------------------------•---•----•--•---••-•...-•--••--...-----.._._..--"--•••-....__..._.........-----• to Constr> / ( j 6 knr4I ridua wage -i y'pi§pQaa stem atNo-------- --------/- . - --..._--- - _--_.. Street i - r-j ;7 as shown on the application for Disposal Works Construction Permit N ____._..__._._..__..___ Dated_____________ ____________________ .............................. .......................................... Board of health DATE................. ._:`-�--�------- FORM 1255 HOBBS & WARREN, INC., PUBLISHERS Twn of Barn �S ab�e o ]Departmentwof Regulatory Services f Publ><c I�ealth Division t634, 200 Main Street,Hyannis MA+02601 3. 3 I bate Scheduled l ° Time Fee Pd, Soil°Suit, Assessment for Sewage DspVsal Performed:By Witnessed By; LOCATION -. GENERALFORMATION, .IN Location Address /1.q 1��+® v Owner's NameC_e t Address 'V79 dr aq— S+. 1\.,e MH- aZr 3Z. Assessor's~Map/Parcel: ?i2d� 1 V 4Z Q 6 Z Engineer's Name c.Lx i--ee NEW CONSTRUC fYO pN REPAIR Telephone# S0-7-7 3, - z . Land Use... S�Ccrl ttil Slopes '� 7iI --- p ( ) Surface Stones Distances from: Open Water Body�_ft Possible Wet Area"�L �ft Drinking Water Well Drainage Way f S"J ft Property Line ✓ ft Other` ft SKETCH:(Street name,dimensions of lot,exact locations of test:holes&perc tests,locate wetlands'in proximityto holes) 3� .36t >� . L � t 1401ZArt Parent material(geologic) 6j4-. , j Depth to Bedrock t ZE Depth to Groundwater. Standing Water in Hole: 12� Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL.HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: lo. Depth to Sgll mottJell. Jn Depth to weeping from side of obs.hole: in, argundwater AdJuetment fr. Index.Well# Reading Date: Index Well level-„ AdJ,factor.�.a.-_ Act{,.droufldwater l eygl PERCOLATION TEST Date_,._,. Thu Observation Hole# Tf me at 4" Depth`of Pere - Tlme.at6 Start Pre-soak Time® .l� - lime(911 .611 ) End Pre-soak / -71 Rate Min.(Inch;:;'.. Site Suitability Assessment: Site Passed " _ Site Failed: Addltional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be.conducted within 100' Qf wetland,you must first notify the, Barnstable Conservation Division at least one (1)week prior to beginning. Q:1SEP`TICIPBRCFORM.DOC It x Hole# — EP.OBSERVA 'ION"DOLE'LOG DE ' Depth from Soil Horizon Soil"Texture Soil Color; Soil Otlier Surface(in.) (USDA) fMunselt) Mottling (3tructurer5tones;Boulders: k . y77 7Z7M Soli 6 128'' DEEP OBSERVATION ROLE LOG Hole# Depth from Soil Horizon . Soil Texture Soil Color. Soil Other G Surface(in.) FUSDA) (Mansell) Mottling (Structure,Stones,Bouldets. ,z-3- -lzb 77 DEEP MERVATION`ROLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil other Surface.(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. t DEEP OBSERVATION ROLE;LOG Hole# Depth fro Soil Horizon: Soil Texture Soil:Color Soii Other Surface(ia;) (USDA) (Munselq Mottling m. (Structure,Stones Boulders, 44 Flood.Iirehtrance-Rate Nlan., <: - Above+500:yearflood boundaryy No Yes Witlun,5`Ot)'year`liotindary No:'` ' Yes Within.11)Uyeai flood boundary No Yes Den`th of Naturally Occurrfna Pervious Material Does at least four...f of naturally occurring Perviousaterial:exist in all areas observed throughaut,the area proposed for the soil_abOrption system? If'not,,what.i's the"dep.`th of n atur ally occurring pery ous material Oe"'"�s n date. I have assed the.soil evaluator examination appr a ced o by the I I Certify that on ( ) p De attinent of Environmental Protection and that the above analyses was performed by m nsistent'witti { the t qul ed trai�i npg,ex#ertise and expenenee.described in .10`CMR 15.0`17 - Date, Signature Q $EI''fi6PBRCFORM.DOC a,. 100 ——EXISTING CONTOUR N � 1 x 100.98 EXISTING SPOT GRADE r 5 L W EXISTING WATER SERVICE MainSt o = D_ OVERHEAD WIRES r A Pine Street LOCUS EXISTING LEACH PIT —$H. - CONTRACTOR SHALL LOCATE, PUMP, TEST PIT 'c FILL WITH SAND AND ABANDON BENCHMARK 4 r P6461 - PG6aOT8) r EXISTING SEPTIC TANK LEGEND (TO REMAIN) TOP OF ;TANK, EL.=98.27t IN V.(OUT)=96.94f 102,19 102 S 03'08'25" E • 0,00 J.... .. ..ed e of woods. . . ... .. 105.19' g • .1'0E4 . . .... . . . . . . . . . ... . .. .. . . . . .f. IP _- 1� � 100,65 � d LOCUS MAP NOT TO SCALE GARDENS IV f i ��0 x 100.61 r + 0`0,32 V I 23' GENERAL NOTES: 100 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL I., :•• 1 ��� BOARD OF HEALTH AND THE DESIGN ENGINEER. 00, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 0100.10 I' ,; .•-,a 78 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Benchmark Set TP-1 r-o I :..:t •.,,; ...1• ,;_j,__��\\ LOCAL RULES AND REGULATIONS. OUTSIDE COR. AC PAD LAWN IRRIGATION c3i 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR EL.=99.94 (Assumed) T�100.10 -F�1 0,22 _�i 1� 989 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 100.32 O 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1 N I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN H.w�7 FL-1 00, 100,1 DECK 1 ENGINEER BEFORE CONSTRUCTION CONTINUES. %p in H H ice© 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 100 `O ao - 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF o Apt' \ t w THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF �'� 00 -- HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. i� 00 1EXISTING 7UU2 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 100----0100,00 ACHOUSE (#14) o8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 99'94T.O.F.=101.21t ro I 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 99.64 �,5�. I Z AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �y DIRECTED BY THE APPROVING AUTHORITIES. 99.91 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PLANTI GS•' EXIST. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING / PLANTINGS CONSTRUCTION. I x' ' '.. .x. .100.37 � DRIVEWAY � OF MAS 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 1 100,13 I Q�� sq� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND DIRT 11 LOT B I �� yG REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). DRIVE I i o PETER T. J Q o I McENTEE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE APN 228—� 4 .?c j CIVIL INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 12923142-002 100,19 i No. VIL 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND , i �_-- I IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. �� ---- iao-a000 Si- / 1 FSS LNG AS—BUILT PLAN REVISION — 6/7/10 fence 99.84 1 I 1) REVISE S.A.S. LOCATION - SOILS CONSISTENT WITH SOIL LOG 100.07 -- -- -=--3i.75' 100,16 _edge of traveled way 73.80' 100,32 — loos I'1 , Ic PROPOSED SEPTIC SYSTEM UPGRADE PLAN S06�„ w S 03'19'05" E , 14 H 0 RATI O LANE, C ENTERVI LLE, MA HO it?A T/0 LANE Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 OWNER OF RECORD Engineering by: SCALE 'DRAWN JOB. NO. " ' Engineering Works 1 =20 P.T.M. 131-1 O GRIFFITH, TERRY J & LINDA C g g 14 HORATIO.LANE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. > CENTERVILLE, MA 02632 (508) 477-5313 4/16/10 P.T.M. 1 Of 2 4 L f NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:99.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. (3) 5" DIA.OUTLETS INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND 15.5" 16 �2" T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT • EXISTING 100.2f 100.1 t 100.2t � •, .y �� 15.5" 12„ � 8„ L 11' L = 4' 2' LAYER OF 1/8" TO 1/2" : 6" S=1% (MIN.) ® S=1% (MIN.) DOUBLE WASHED STONE 4"SCH40 PVC 4"SCH40 PVC (OR APPROVED FILTER FABRIC) p T " 6„ 1, 10„I Ba a6 ta" } s aaa0BBaa 2„ EXISTING as" uaulo aBaaaaa H-10 LOADING LEVEL GAS BAFFLE ' INV.=96.94t 4' 5.2' 4' D_BO V INV.=96.62 INV.=96.45 X PROPOSED D-BOX EFFECTIVE WIDTH = 13.2' H-10 RATED N.T.S. EXISTING SEPTIC TANK INV.=96.40 In 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN TOP CONC. ELEV.=97.2f BREAKOUT ELEV.=96.9 ffmmmm INV. ELEV.=96.40 ease NOTES: 1) GRADE BOX SHALL E SET LEVEL AND TRUE SIX mm aaaa amBaa ®®®® O GRADE ON A MECHANICALLY COMPACTED SIX ease eases INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=94.40 Ea Ea Ea®®® ® ® ®®® 37" 310 CMR 15.221(2). 3' 2 X 8.5'=17.0' 3' cr- 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' MIN. OF NATURALLY EFFECTIVE LENGTH = 23.0' Lu ® 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE OCC4' MI PERVIOUS MATERIAL N Z ®�® AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. BOTTOM OF TP, EL.=90.4 SHALL BE 36". EST. DEPTH TO G.W.=22' BELOW GRADE 102" SEPTIC SYSTEM PROFILE (BARNSTABLE G.I.S. DATA) N.T.S. 4" KNOCKOUT DESIGN CRITERIA SOIL LOG 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS DATE: MARCH 30, 2010 (REF. P#12875) 4" KNOCKOUT / 4" KNOCKOUT 62" SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) WITNESS: DAVID STANTON R.S. DESIGN PERCOLATION RATE: 5 MIN/IN HEALTH AGENT 4" KNOCKOUT DAILY FLOW: 330 G.P.D. Elev. TP- 1 bepth Elev. TP-2 Depth DESIGN FLOW: 330 G.P.D. 100.1 A 0" 100.1 A 0" GARBAGE GRINDER: NO SANDY LOAM SANDY LOAM EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 99.1 B 1OYR 4/2 12" 99 B 1 1OYR 4/2 12" 500 GALLON CAPACITY, H-10 LOADING SANDY LOAM SANDY LOAM LEACHING AREA REQUIRED: (330) = 445.9 S.F. 1OYR 5/8 10YR 5/8 CHAMBERS .74 97.1 C1 36„ 97.6 C1 3p" N.T.S. I USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES M-C SAND' M-C SAND 14 HORATIO LANE, CENTERVILLE, MA SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. 2.5Y 6/4 2.5Y 6/4 BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 Engineering by: SCALE TOTAL AREA:..............................................................448.4 S.F. 90.4 128 90.4 8" Engineering WoYks 12 NTS P T M 1318-10 DESIGN FLOW PROVIDED: 0.74(448.4) = 331 .8 G.P.D. NO GROUNDWATER, ,PERC RATE: <2 MIN./IN.(RECORD) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 4/16/10 P.T.M. 2 Of 2 i SOIL TEST 20 FT MIN. TOP OF FOUND. EL = 04 10 FT. MIN. OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE-- a ' DATE OF TEST - 7- 89 DATE OF TEST - 7 - DATE OF TEST COVERS 4" SCH 40 PVC CLEAN SAND � i' � j -•76 WITNESSED BY J, Dui?r77nG WITNESSED BY WITNESSED BY PIPE-MIN. PITCH 0 PERC. RATE « MIN./INCH PERC. RATE L2 MIN./INCH PERC. RATE MIN./INCH 1/ 8" PER FT COVERS � ELEV.= imp 7 ELEV. _ /Q�• 7 EL EV._ �- 4' ST IRON ( OR -� � EQUAL) PIPE- MIN. 12 MAX �v p PITCH 1/4 PER FT _- o .•:.c. 20it -2% MIN. 5� / D 72 Too ¢� su85oiL ro, SuesG/L. UVEL / F�,ne EL= 98.2 O" c FLOW LINE - '`- 7 EL= 9�.5 10" MEP, SAA/Z) I MIN. EL- 9B• 7 o a: ' . EL = MEP. sAuo .L - /! o0 EL= �•2 EL= •� o •: a 0 DIST. EL- 9� 7 ° EL=97•. 7 ism' E-L=877 1�ro' ,:... . .:.a::.- Q 61 0 WATER AT EL = - WATER AT EL = - WATER AT EL= BOX o 4 LOCAT ION MAP COuAl TE,2 ECG o /OUO GA L SEPTIC PRECAST LEACHING a O EL= 9/. 7 LEGEND' BASIN / GALLEY OR TANK EQUAL EXISTING SPOT ELEVATION 0OX0 8 4'' EXISTING CONTOUR - - --00- - - - - - - r02101_�4`i 7 OR AQ FINAL SPOT ELEVATION 0 loo17 oarumFINAL CONTOUR PROFILE OF - - - 67. 7 SOIL TEST LOCATION ; ' SAL SYSTEM BOTTOM OF ADJUSTED TEST LGROUNDE OR O WATER OBSERVED WATER SABLE EL = - TELEPHONE POLE NOT TO SCALE HYDRANT 0' TOWN WATER VV == VV Lo 7� A CL A I � F'�/C � I 8 CATCH BASIN . i x � - FRAME a COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND WHICH ARE TO BE MORTARED �e IL _ w PLACE GENERAL NOTES J _ - - L ALL WORKMANSHIP AND MATERIALS SHALL 2" LAYER OF 1/8 - 1/2 WASHED CONFORM TO D.E.Q.E. TITLE 5 AND THE I /� I I a. ;; o::, . q.•. STONE TOWN OF BAP_NS7A0L6'RULES a REGULATIONS eg a a FOR THE SUBSURFACE DISPOSAL OF SEWAGE lu//$• 35 \ I 1 ° D 2.ALL COVERS TO SANITARY UNITS SHALL BE i BROUGHT TO WITHIN 12,E OF FINISHED GRADE w � 3/4"- I I/2�� 3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME WASHED STONE v 4. NO DETERMINA I HAS_ 3 MADE BY THIS ww a OFF!'QE AS TO COMPLIANCE WITH TOWN i P7zaPoe� mew ;, 12 T_ t - - - - - - - - - - - - - - - - _J 0 �LLO ZONING REGULATIONS. OWNER/ APPLICANT IS w - PRECAST LEACHING w TO OBTAIN SUCH DETERMIRIATION FROM --� BASIN / GALLEY OR _ ---------� Q -4 p j "� APPROPR4ATE AL►THQRIITY_ /Oo% -- ,C;, - L4" DIA. COVERS _-__J p p EQUAL �' 5. THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO ao .` / Z PLAN VIEW �' / RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL Q /-FRAMES a COVERS SHALL ' J _ �4t l�j BE SET WITH MASONRY UNITS 8 STAMPS AND SIGNATURES WHICH ARE TO BE MORTARED O / IN PLACE 6. ALL COMPONENTS OF THE SANITARY SYSTEM �°•* '� a icoc� Gu'- — SHALL BE CAPABLE OF ' WITHSTANDING H-10 - -� �EPr�c ranr� °. LOADING UNLESS THEY ARE UNDER OR WITHIN LEACHING FACILITY Y � � INLET � • •�d � � � � �•;o: 10 FT, OF DRIVES OR PARKING AREAS. H-20 V ` :o . NOT TO SCALE I '•- .• � 3��MIN. OUTLET roj 4 LOADING SHALL BE USED UNDER OR WITHIN j p 1 o / �'� ---t.- I 6 MIN. FLOW LINE - _.�. 10 FT OF DRIVES OR PARKING AREAS �2 MIN. OUTLET PIPES REMOVEABLE COVER /� /D 3 4 CJ :e 10��MIN. O:. 7. SETBACK RONT REQUIREMENTS.�1� SIDE (MINIMUM) AS REQUIRED ( •, % L T APPROVED: BOARD OF HEALTH 4 FT MIN. a INLET r FLOW OUTLET LIQUID �,� , ALINE 1 Q, ��� DATE AGENT . � DEPTH �Il . 1" 2" 6" o PROJECT LOCATION: /e3. 155 _- 74 NDQ�4 T/O L N - LOT B rl4'2,� �E3�4 1V S TA13L� (rC�/V 7-AE Qc V/L..�.E INLET TEE PROVIDED PER SECTION 15.10.2 APPUCANT* TITLE 5 I CROSS SECTION VIEW OUTLET TEE NO. OF OUTLETS : LIQUID DEPTH TEE DEPTH L and Use r� SEPTIC TANK DETAIL BELOW FLOW LINE o rx' �L MCA N O L 4-''E /�SON NOT TO SCALE 4 FT 14 INCHES DIST. BOX DETA I L 5 FT. 19 INCHES NOT TO SCALE ��c17nology, Inc. 6 FT. 24 INCHES G 7 FT 29 INCHES 8 FT. 34 1NCH ES ( FORMERLY R. J. OWEARV , /NC. Engineers - Land Surveyors - Sonitorions DESIGN CALCULATIONS b. C✓A/T/�ACTo, /� 'C_),E CA1 /'�'�-� '��� 35 ROUTE 134,- UNIT 3 - P O. BOX 237 _ VE,2/fi/c,?7_ 01V C>F 4 L.L /EL.® Z 0 047/0A/s SOUTH DENN/S, MA. ,c3�"NCN MA iv�TE � �--7uE TC� THE TOPr�C;,Q,avyy of= NUMBER OF BEDROOMS . . . . . . . . � _ NG? EL E ti/,�?•/Di4%� /�t/C�C.1G�/IVY`. 74P of �,p. T-A/E LO7- OAZE,4l�CaUT •/S A/OT GARBAGE DISPOSAL UNIT. /1/O E X /ST!/Vr [/T/L /T/ :';, �`� =R ,� °�� REVISIONS ' ,4 FACTo2. ESTIMATED • M" ,....TOTAL FLOW ,� �; p,.• .tea �-�'�. 1umGo �A ) ( ��Q. GAL /BR./DAY x ..� BR. ) ........... _5.0 GAL./Q4Y aJ. �LOG�D 2ONE G PEi2. /. �.M.9P U�4TEp 8 -/9 -�3$', a e! REQUIRED SEPTIC TANK CAPACITY... . . ......... 406GAL. - ACTUAL SIZE OF SEPTIC TANK . ........ .. ... ... .. ��©O GAL. 11) LEACHING AREA REQUIREMENTS `• •�` SIDEWALL AREA GAL./S,F BOTTOM AREA /• GAL./S.F. LEACHING CAPACITY 80TTOM + StDEWA 407GAL. -� �- -0//�� r t y yALLv) ,y�rj� f �� S ""��•,��I^ �a�� •�arJq /�•' r _ �G X -77- X 4 X 'i�." � I �.! x '1 r- X V �4U# � 3fiJ, $V'�i..G• DATE: RESERVE L EACH ING CAPACITY........ 4 2 GAL '. ;' Es' H F+I ... RI� ' . HO - s HEFT OF 9Js/e7