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HomeMy WebLinkAbout0015 PEN LANE - Health 15 Pen Lane Cenetrville A= 193-202 a M EAD No.2-153LOR UPC 12534 smead.com • Made in USA OjmmuoiRlwPNODt1 " FlAgmusmmeaffim WWW-CRTAGWLOW • TOWN OF BARNSTABLE LOCATION /S ?erg SEWAGE# VILLAGE. &,a tom, 1 & ASSESSOR'S MAP&�PyARCEL —2Uet INSTALLER'S NAME&PHONE NO. ( .'ZnQ ui�PJd ?_vi �/2 l/2 6� SEPTIC TANK CAPACITY C'y,S 1,h. /U y o &/® V LEACHING FACILITY:(type) 00) A&P 13o 'i)En (size) //.s- X $S°y NO.OF BEDROOMS 3 OWNER 3oWq f Lind 4 r vl l5ori PERMIT DATE: - 10L- Zq- zo aq COMPLIANCE DATE: I"t 3 " 20 e Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 0 Jeet 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 L f'ewi e_ �'n f p/t 1 Gl U_c os � S'Ch d ' 9� hit £41 1b l� I i ► ,r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplitation for 30isposal �&pstrm Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 15 Fe4 (,A,ie (e,, rr,.4- Owner's Name,Address,and Tel.No.3d,,,,7 Lo'%\So.^ Assessor's Map/Parcel `cii 3 Zo'Z <A-►.e Installer's Name,Address,and Tel.No.eq gcW;dE E re,,-jwi 3eS Designer's Name,Address,and Tel.No.3-r,C op Lea_ r, Po apx 7b3 Z�r�� G>✓�++gcra. 6<4. ci�:ift Type of Building: Dwelling No.of Bedrooms 3 Lot Size O sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3® gpd Design flow provided 355, 2-0 gpd Plan Date 9 a.—23 20® Number of sheets Revision Date Title 1 s P Size of Septic Tank 1 bp® Type of S.A.S. S^>a n e_k"& {riot Description of Soil Nature of Repairs or Alterations(Answer when applicable) eyG"S, --S low" q,g.l Date last inspected: 2,0001 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 C," Date 1Z.L4 L � Application Approved by PIP—.S . Date /2 'Z 9 _Zooq Application Disapproved by Date for the following reasons IPermit No. U©-e)— L-/Z Date Issued /2 — Z 9 Zoo y f --------------------- ---------- ---------------------------------- No. D cJ L�" Fee A00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. V' Yes � PUBLIC HEALTH DIVISION i TOWN OF BARNSTABLE, MASSACHUSETTS 2ppfitation for IDIsposk6pstem Construction Permit Application for a Permit to Construct( ) Repair("Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components s Location Address or Lot No. 15 Pc,n L R A e (e.,+tom"tl{ Owner's Name,Address,and Tel.No.jco,,,, Lo \So n Assessor's Map/Parcel 15 3 Zp-y C►4.►t� Installer's Name,Address,and Tel. Designer's Name,Address,and Tel.No.3-L Cgj /mac, 73 - �G,r<.�-ul-f- ZZ7iT I Ci/Lr au w Type of Building: Dwelling No.of Bedrooms Lot Size �.�,Oy A sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 t] gpd Design flow provided 3 S S. 2.0 gpd Plan Date a -L 3- Zo of Number of sheets ( Revision Date Title 1 Jr L.Iar Size of Septic Tank 1000 Type of S.A.S. Description of Soil 3co Nl Nature of Repairs or Alterations(Answer when applicable) t rs! &L42t 1 90, 1 J ►'�Q1.J 7" �k. T-o S.Tbu tl r-TJ 16 ..dl � rr� Date last inspected: '&00 1 1 i i Agreement:The undersigned agrees to ensure the construction L,ihdintenance of the afore described on-site sewage disposal system in accordance with the provisions of Tiitle 5 of the Environmental Codiand not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed �.. Date (Z-2.4 -L--9j Application Approved by 'C--' •-S • Date / Z "Z I -Zoo�j Application Disapproved by Date for the following reasons Permit No. o 0 e)- y Z Date Issued 2 ' Z 9- Z o 0 9 -------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS—_ Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired kK Upgraded( ) 1 r. Abandoned( )by CAne, *JLQ. �31 ,O ri Sty lh'' at IS 9e r L 4,n e- C.e.,,. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated /2 - Z 9- Zo 0,7 --� Installer 6k%Pe,.-S1 CLa ��h Fu ��c S Designer ,S C,4'N i�..o... ;0 #bedrooms 3 Approved desi n flow 3 3 d ti gpd The issuance of this permit shall not be construed as a guarantee that the system dill fun lion as design d. Date � ' D Inspector 4 w-.---------t�- �.-.-- .-.-.-.-.-'-�-•-- _--- --- -�- -�_ '-�.- ✓�r.... ` No. .. Z p p ej l�G�'" Fee /00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i9ermit Permission is hereby granted to Construct( ) Repair(jC ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date ZOOl Approved by /2 S. r TRANS. NO.: CITY/TOWN: Centerville APPLICANT: Capewide Enterprises ADDRESS: 15 Pen Lane, Centerville, MA 02632 DESIGN FLOW: 330 gpd REVIEWED BY: DATE: N/A OK NO OK Legal boundaries denoted [310 CMR 15 220(4)(a)] X Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] X Locus Provided [310 CMR 15.2204(t)] X Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] X Easements shown [310 CMR 15.220(4)(b)] X System located totally on lot served [310 CMR 15.405(1)(a) for u grades]- if not, a variance is required [310 CMR 15.412(4)] X Location of impervious surfaces (driveways, parking areas etc.) [310 CMR 15.220(4)(d)] X Location all buildings existing and proposed 310 CMR 15.220(4)(c)] X t` Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] X System Calculations [310 CMR 15.220(4)(0] X daily flow X septic tank capacity (required andprovided) X soil absorption system (required andprovided) X whether system designed for garbage grinder X North arrow [310 CMR 15.220(4)(g)] X Existing and proposed contours [310 CMR 15.220(4)(g)] X Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] X Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] X Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] X Percolation test results match loading rate? [310 CMR 15.242] X Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] X Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] X Address 15 Pen Lane, Centerville, MA 02632 Sheet 1 of 7 N/A OK NO Location of every water supply, public and private, [310 CMR 15.220(4)(k)] X within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply X within 250 feet of the proposed system location in the case X within 150 feet of the proposed system location in the case of private water supply wells X Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR. 15.220(4)(1)] X Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.21l(1)[1]) X Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] X Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] X Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] X Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] X Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] X Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] X Benchmark within 50-75' of system [310 CMR 15.220(4)( )] X Materials specifications noted? [various sections of 310 CMR 15.000] X System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] X Address 15 Pen Lane, Centerville, MA 02632 Sheet 2 of 7 f N/A OK NO SEPTIC T XNK" Size OK? [310 CMR 15.223(l)] X Inlet tee located ten inches below flow line [310 CMR 15.227(6)] X Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] X Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] X Note regarding installation on stable compacted base [310 CMR 15.228(1)] X Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] X Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] X Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(l) and 310 CMR 15.232(3)(0] X Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] X Access to within 6 " of grade - one port for systems<1 000gpd, two for systems >1000 gpd [310 CMR 15.228(2)] X All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] X > 10 ft from building foundation [310 CMR 15.211(1)] X Buoyancy calculation Required/Done [310 CMR 15.221(8)] X H-20 Where appropriate? [310 CMR 15.226(3)] X Setbacks from resources [310 CMR 15.211] X Multi-Compartment �Tanks v z, Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(l)(b)] X First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and (3)] X "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] X Address l5 Yen Lane Centerville MA 02632 _ Sheet 3 of 7 N/A OK NO BUILDING SEWER AND OTHERPI$PING„ j: Located at least ten feet from any water line? [310 CMR 15.222(2)] X Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211(1)[11) X Cleanouts required/provided ? [310 CMR 15.222(8)] X Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] X Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] X Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] X Siphon problem/(leachfield below pump chamber) X Endcaps or vent manifold specified? X Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] X Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) X DISTRIBUTION Xl ..: M, Stable 310 CMR base compacted b p [ 15.221(2) and 310 CMR 15.232(2)(a)] X 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)] X Riser if deeper than 9" [310 CMR 15.232(3)(f)] X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sump 6" [310 CMR15.232(3)(e)] X Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] X f"KN[toAMBER Capacity (emergency storage above working=design flow)? [310 CMR 231(2)] X Proper setbacks [310 CMR 15.211 (same as septic tanks)] X Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] X Service components accessible (not too deep with piping, disconnects accessible) X Alarm floats - alarm on circuit separate from pumps specified? X Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and (8)] X Stable Compacted Base [310 CMR 15.221(2)] X Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] X Address 15 Pen Lane, Centerville,MA 02632 Sheet 4 of 7 N/A OK NO SOIL ABSORPTIO1�l SYSTE11'ISM{S i )`�G,,N" L Calculations correct? X 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] X Required separation to groundwater? [310 CMR 15.212)] X Aggregate specified as double washed [310 CMR 15.247(2)] X System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] X Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] X Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] X Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)], X Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] X Aggregate 1' minimum- 4' maximum. [310 CMR 15.253(1)(b)] X 2' sidewall credit maximum [310 CMR 15.253(1)(a)] X Tn bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] X TRENCHES 310 j CMR 15,2°51 .; Width 2'minimum 3' maximum [310 CMR 15.251(1)(b)] X 100 feet -maximum length [310 CMR 15.251(1)(a)] X Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(1)(d)] X Situated along contours [310 CMR 15.251(2)] X Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] X BED SAS,(Maximume obed o e1d]50:00gpd) minimum 2 distribution lines [310 CMR 15.252(2)(a)] X Maximum separation between lines 6' [310 CM R15.252(2)(d)] X Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] X Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] X Separation between beds 10' minimum. [310 CMR 15.252(2)(0] X Bottom area used in calculations only [310 CMR 15.252(2)(i)] X Address 15 Pen Lane, Centerville, MA 02632 Sheet 5 of 7 I N/A OK NO DID THE PLAN INVOLVE Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] X Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR. 15.254(2) and I/A Remedial Use Approvals] X If used in gravelless system - make sure jet is directed as not to scour soil interface [Guidance Document] X Inspections once per year(systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] X Construction in fill - Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? X Impervious barrier and/or retaining wall ? [Guidance Document] X Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] X Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] X Side slope not exceed 3:1 ? [310 CMR 15.255(2)] X Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] X At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR. 15.255 (2)(e)] X Graveness.S'stem ,VA A roval Letters r y� Cr pp Check DEP Approval letters for credits and design conditions X. If used with pressure dosing do not allow pressure discharge to scour soil interface X Alternative Septic S. stem I/AA roval Letters ,.' <.__,. . _� . _._� _ �f , .PP _ .. Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? X Is the technology being properly applied and does it meet all DEP Approval Conditions? X Is there a note on the plan regarding the requirement for perpetual maintenance agreement? X Any alarms involved on separate circuits X Did the applicant submit an operation and maintenance manual? X Has applicant submitted a copy of a maintenance X iYaraances Are the variances listed on the plan ? [310 CMR 15.220 (4)(q)] X RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR. 15.412(4)] X New construction or increased flow proposed- [Refer to 310 CMR 15.4141 X Address 15 Pen Lane, Centerville, MA 02632 Sheet 6 of 7 r Nitrogen uSensitave K NO Areas M .. Is the system in a Designated Nitrogen Sensitive Area(Zone 11 for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] X Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] X Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l)] X Mtiscellaneous Pumping to septic tank ? [ 310 CMR 15.229] X Shared System [310 CMR 15.290] X Address 15 Pen Lane, Centerville,MA 02632 Sheet 7 of 7 r� Town of harnstabie Regulatory Services 'Thomas F. Geiler, Director MAN 1619. Public Health Division s Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office; 508-862.4644 Fav I�>t.s�txiler �c Desip,ix r Certify atioUorm Date: A " I`� ► Z;: ` Installer: ': 6`1i iC; u �. Address: ._�'t`_5�r— Cfcnbe_ Ni�Y,wt ------ Address: .PO_Zo/, -7�03_... On _ L_._.was issued a permit :o install a (�'e) (installer) septic system at a _��Q,411 _ 4= c1 V; based on a design drawn by (address)_ .__,_._..`___...,_.._... o dated ­ ,Y,b� (designer) ..�--- _ --- --Z I certify that the septic; system referenced above was installed substantial) accordinc t:i the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank, I II' . certify that the septic system referenced above was installed with major changes (ix greater than 10' lateral re.location of the SAS or any vertical relocation of an com oner.'l of the septic system) but in accordance with State & Local Regulations. Plan revisor, r..r certified as-built by designer to follow. J;; Is F (Designer's i ) ' --_ _ _._(A.ffi esign�r's axnp Here:)" TU ARNST r PUB C T b VISION. RR,r 1CAT'r of COMPLIANCE IL BE ISE U ASM B C BY T aE B C F AN U, p: Health/Septic/Designer Certification Form Z0 4 J94G1 4J7. R0Q "WTAqqWTi"q,)r WA TT : 7P 011G17—Q1—WHr L-0-C AT ION �S SEWAGE PERMIT NO. VILLAGE I N S T A LLER'S NAME i ADDRESS o� 4j �a4.0- 0 U I L D E R OR OWNER / DATE PERMIT ISSUED DA E COMPLIANCE ISSUED T -7 1 r 3 2V `��� �► . ,. 38 �� � 32� 4 0 No------------------------ Flcs............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ` I5 Town.- OF.......Barnstable ` Applira#ion for UiipnsFal Works Tonstrnrtion Vantit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: Lot # 73 Pen Lane Centerville MA 02632 ................__ -.....----.....-----...........---...._..............----.................. ---••....•--._....••----•--•-----•-•-•------•-----••-•----•-------....................._.......... Location-Address or Lot No, Suffolk Realty Trust PO Box 308 Centerville ...... ..._ ......................... Owner Address a Kevin Hickey . Carria e Lane Barnstable ............................................. ---•-..........----•----...........------•..--..-• --••••--•-••••-•-•----- ....-••--•-•---....•--•-...........-----••--.........-•-•--•-------•-... Installer Address 15 048 Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms........three ___ Expansion Attic (n9 Grbage Grinder (no) Other—Type of Building __..anEh _ No. of persons......two Showers Cafeteria (n9 a' Other fixtures -----------------------------------------------•-....- zm� W Design Flow.............................110 allons per person per day. Total daily flow......:..........0 gallons. WSeptic Tank—Liquid'capacity..1 OO.allons Length................ Width-----........... Diameter................ Depth................ x Disposal Trench—No. ................... Width._ ........_._.... Total Length.......... .. Total leaching area....................sq. ft. Seepage Pit No-----------�.._... Diameter........ Depth below inlet............ Total leaching area..2.�..�...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Resujts Performed by..t'Ve,-_AVA e1...C�"-A&aXC...................... Date........................................ Test Pit No. 1_.�2---------minutes per inch Depth of Test Pit.....1.5.6"-... Depth to ground water......nane....... lx, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ••••--•---••-----------------•-------•-•---•-•-••--••-•-•-•........•----•--•.........•-•-•-...-----•......................................................... O Description of Soil.....•................................ ''....-.36!l-.....lo m__and___subso l___ x U •••-••-••..•-------------------------------------- -----36!!.........156".....fine---sand------.....----------........--•--••-•--•-----•............--••- W x •---•----••---- -•----------------•--------•-----••----------......-•-------••------•-•-•--•---•--••----•-•-••---•--------------------------------------------•----------------------------.......•...-- 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 TIME 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 f health. Signe '. ............ _ .�1 . ................ ... 117 9......- e Application Approved By....... �..�. ._....... . . _ . . . ......._._. ..�.-� '�.� Date Application Disapproved for the following reasons:.............................................................................................................. 7•------•--•--•----...-•----•-----------•-----------------------•--•-------•----•-•-•------------.:...-•----•------•---•-----------------------•--------•---•-----............-Da......---------- PermitNo......................................................... Issued---- .......................... f ` y ... .._.. Fss............. ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town.....................OF......Barnstable ...........................................••......... Appliratiun for Disposal Works Tun,strurtion rumit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ---..Lot # 73 Pen Lane - Centervige MA\ 02632 ... ............... ....._ . ................. ...:.............•--..........--•--••--........... ..... ..-• ..._.......---- Suffolk iced LocationTrurSe1 or t No. ...................y.................___.. ....PO Box 308 Cen ervilie a Kevin Hickey Carriage Carriage..Lane Barnstable Ad ess ..ddr.................................•.........•--- Installer Address 15s.048 Type of Building Size Lot....___.. .___. ........Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic PI) Garbage Grinder (n� aOther—Type of Building ...an�l............ No. of persons...... .............. Showers ) =` Cafeteria ( O� Otherfixtures -•-•-•-•-------•-•-•------------•------•-••••-•-•----•'-'-••---•-•----••------------•-••-----• "..............•-•......•_..... W Design Flow...... ._...........................gallons per person per day. Total daily flow------------ 33 -_....................gallons. WSeptic Tank—Liquid capacity_-...___..%allons Length................ Width................ Diameter--------- Depth................ x Disposal Trench—No. ................... Width.. __._...._._..... Total Length..... __ Total leaching area....................sq. ft. Seepage Pit No...........<.------- Diameter....... Depth below inlet...-..-.'.-.'.. Total leaching areas 4).Z_..sq. ft. Z Other Distribution box ( ) Dosing tank ( ) � Percolation Test Results Performed by.. �,,!at?&... ....................... Date........................................ Test Pit No. 1: i---------minutes per inch Depth of Test Pit....156....... Depth to ground water......none...__. r4 Test Pit No. 2................minutes per inch Depth of Test` Pit.....................:Depth to ground water........................ D Description of Soil......................................�"....-_._36"..._.loam_._an....subsoil U --••-•----------••••---'--•----••-----•------•--•------------------ ----36............................f_ine sand ----•-•-----•..........................................•----•-•-- ----•--------------------------------------------••-----..........--•--•............_...._--•-----•- V Nature of Repairs or Alterations—Answer when applicable............................................................................................... ----------------- ---------•---•---------------•--••-----••-•---------------------•-------------...-----•------------------------------------------------------------------------•----......---•---•--' Agreement: The undersigned agrees to install the aforedesdibed Individual Sewage Disposal System in accordance with the provisions of:IT;-- 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 f health. Signe fi p�........ -- �,: _... t� 3/1/79 -------••.............._.._. r� _ ) e Application Approved By......`-�,/'°'f bo . `. . / ........................... ..-Date ...........`,s Application Disapproved for the following reasons:.................... " -------------'•---.......--------------•----•----....------.....-•--.................................................................................................." .............................. Date Permit'No.................................•------••--•--••-•---• Issued_ ��� -��= reP!< .._... _ ..._.._... Date si _ - `�' -tom= - ,_ .• `r. THE COMMONWEALTH OF MASSACHUSETTS r 'BOARD OF HEALTH ..........................................OF......Barnstable.............................................. ,,. T.rrtifiratle of Tuutpliaurr THIS IS TO CERTIFY Th t the Individual Sewage Disposal System constructed ) or Repaired ( ) fiIC ey by---------•--•------------ -Kevin- e ---..... Lot #.-73 Pen Lane `° CenterviIisile ,has been installed in accordance widv4he pprovisions of j of The State Sanitary Code as described in the application for Disposal Works Construction Permit N ....._,..__./?. ................ dated___.% ..7 j' ...__...__.._._. ;:: THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTI S 1' CTORY. 7 DATE. '\- -•--••------•-----• :.................. • •-••...-•--...._.. Inspector ...._._ �...... 1 ......................................... THE COMMONWEALTH OF MASSACHUSETTS z BOARD OF HEALTH r/2. Town.................OF........Barnstable ............. ......... ............................._............... No...........•••••••---..._ FEE........................ Disposal Works Tonutrurtion . rrntit Kevin Hickey Permissiorb_is hereby granted------------------------------------------••--................................................................................................ to Construct (.X ) r ep ( l a Individua1 Se =a a Ili posal System LA # �� Pen `sane Cen�e�v1�le atNo..---•---------------•---.........---.._.....---•'•-••-•--••-•--•---'-•---•---•-'.............................................................................................................. Street as shown on the application for Disposal Works construction ,,Pee�je No . :_:_..._. .. Dated--_". ..`. ............. Board of Health R DATE------ � = � FORM 1255 HOBBS & WARREN. INC..`PUBLISHERS w , Town of Barnstable P# Department of Regulatory Services Public Health Division Date 2 p cj 200 Main Street,Hyannis MA 02601 Date Scheduled �� o,9. Time Fee Pd. 1/0 — Performed B Soil Suitability Assessr'nent,for Sewage Disposal y: N. tier(ol0 EIT CS Witncssed By: bcvA old VesmaratS LOCATION & GENERAL �O FLocationAddress - RMATION Owner's Name ��Addressssessors Map/Parcel: �(��� r 2,o.L j` Engineer's Name cf GG4- l`Jj GW�G( NEW CONSTRUCTION rV/ f REPAIR Telephone# TC EPI�(!1@e�tdl�-1 .L viGo Land Use wMS t e E Ofl �7 -0 3 7-7 amity /feacc(c�{(n( ( _2 Slopes(go) Surface Stones Distances from: Open Water Body�_ft possible Wet Area ^ — —ft Drinking Water Well �__ft Drainage Way. ft, Property Line 710 ----�_ft Other - ft SIK'TCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,]ovate wetlands fn proximity to holes) see. a({cclna� �l otn Parent material(geologic) 6L*W05 Vl Depth to Bedrock 7 l 20S Depth to Groundwater. Standing Water in Hole: 7 12.0`r(q S Weeping from Pit pace-7 (20" l39s Estimated Seasonal High Groundwater 712-0 DETERMINATION FOR SEAS ONAL HI GII WATER TABLE Method Used: D trec,( obseruo(io� Depth Observed standing in obs.hole: 1 2U Depth to weeping from side of obs.hole: V I2- tn, Depth to sell mottles; >f?0 Index Well# In, ©rbundwnter Ad Reading Date: ^ Index Well level Jtistme1)t ft -- AdJ,factor -� Adl,droundwaterLcvel Observation PERCOLATION TEST Date It t a-o 9 Hole# � _. xltne 11�?"( u a Time at 9" if: 33 A1-1 — Depth of Perc Time at e• 11:37 All Start Pre-soak Time @ N- 14 AnTime(9„ b„) (p (4nS End Pre-soak 1.1 ,21 A H Rate Min./Inch 2. _ Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) /U Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 1003 of wetland,you must first notifythe Barnstable Conservation Division at least one (1) week prior to beginning, Q:\SEPTICVERCFO RM.DOC �1 DEEP.OBSERVATIONHQLE LOG Dcpth from Soil Horizon hole# Surface(in.) Soil Texture .Soil Color Soil. (USDA) (Munsell) Mottlin Other g (Structure,Stones;Boulders, b=--(P �" -Consistency,%" rrvel --- � L 5 �o rr 3lz -- �- 3� LS — 36-t20 C F-ns �.sY6/3 )..j i , , DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Hole# 2. Surface(in.) Soil Texture Soil Color (USDA) Soil Other (Munsell) Mottling (Structure,Stones,Boulders. 6 - G A- Consistenc %Gravel)_ -- 10 Yr 3/2- 10 Yr S/& 2-0 DEEP OBSERVATION HOLE LOG Hole#_ FDepthftorn' Soil Horizon Soil Texture Soil Color Soil Other r (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Co 5istency,9' G vel DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Hole# Surface(in:) Soil Color Soll Other (USDA) (Munsell Mottling (Structure,Stones,Boulders. Consi ten l Flood Insurance Rate"Map• Above 500 year flood boundary No_ Yes ✓_ Within 500 year boundary No I/, yes Within 100 year flood boundary No--!!f yes Depth of Naturally Occurrinl7 Pervious Material ' Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _ Ye 5 If not, what is the depth of naturally occurring pervious material? Certification I certify that on _7,W4_(date)I have passed the soil evaluator examination approved by the Department Of,Environmental Protection and that the above analysis was performed by me consistent with . the required training, exp rtise and ne ex e p nce described in 310 C MR 15.017. Signature Date Q:\SRPTlC\-PERCFORM.DOC _SvcP�d/L ial Q 34 Lai 73 3� l 72 �s- RE S UL T6 ' PEA TOWN ,RECO�E'DS GDT7-J i To W/V 1.✓ATE ,� �S t/A / L L E /NSPuLlr�fi' s��1 = ,,e 0/,-/ 7- I z�relVEW�IY A/ OT TO .C) TED PJ� O ?' C3SGD SEDrE'OOMJ�'' 3 r, PPOP05,ED LEFC/-/ /9R-E/9 SEPT /C s5'S 7"E /"/ Con15�-�' UG' TI oN SI41494-L pE,�COLRT/4N 77ES7- 00ti/1c:"0 ,e1-1 TO Mf� SS� En,° V/� OnJMENTJ4t. ,E?EsULTS -� � M/ti/� //�.lC�,L•/ C'p D E D G3 T� D 7 U/ Y /, /q 77 19A/D 7_oh/N o/F B/4�F?+vs `� � JyE:� LTH, EGULAT/ o/v5' SILL EL,EV TO 5F > — /=T. /380VE RD -rap OF .%- _ T r P 4, PR O F 1 LE FO UNDAT'/©N N G G.E'.9Z�E R 3C�vE L EAG'fi` /f'773E,e�/ous Cr.�VE� f-1 Q'A/HO< E,` CO✓E R 7-0 E•X7•EA/ZD TO 7-0PREVENT /ti/�s -� /O' �- WITH/N /� O F /=/�,�rs l-/E.� G�AD E /O'/"I/A1/MUM "'' ST 24 C'OVE`25 ,f D/ST t 01✓E 2' O/= X 7'D� STONE boX �2/"1✓rn� A[ C f/,eO UA/Z) �,- /`? �S<JT 4 Al } Xf'/FOOT 1-. M1N. I4„ ,FOOT Z" M/,A! / F¢ 'L -Y 7. � �/ ,'d O.S2 �-¢"/Poor era GAL L o -e 6*if3sX E Y_ IAA VE.er/' -� L E/3 C H s 7'o of E r jxr GPL LOA1- /n/VE�-r- "SEPTrC TA _ f RT€,e7-J� NT) /NVE 2 7 • �' '� `' I h/v RT /nlYE,er A/p 0FR,E B/96'E V RIA/DE.P' r9 2 EA � 'M�9 x D/5T T4 M,q x PL. !"-'� I v- ,-.-....•----- y o L © C A _r / 0 J CE.v7-2FAe 4 r{ o RONALD S C r ? L / = .� C�� DST : G' /S. / ,9 �a ARTHUR 1 GIFFORD 23 E/Al G L.O 7` 7 3 s f3 $ St/O W.�1 �� lto.603 ON A P E- C CD; Z:) jj //`�" ` TJ�►'E Bf?,�Jtl- l '�fGPTE��� $7-;q B L E C O [/ A/7'TY C I ST.'Y° O F DEEDS 'q N`ik' / S E PT/ (C 7`/9 JV k ��� � � • S it 1 � �/ � �� � / M�( 7 V 1P•' /Q, �/C. T.�...' � FG.../ (a.�1�..� (•..�F'—] '� 9 � orc� e COw Cc�. T/ 011 /4 z> � E � � P / 7--457 . P/ 7-S 70 B E. A /`7/rv'-- T r-/.<7- T 7- L/ ,' c'r C-J cJOv971-O cJ L ? 7-/0 'T`A ,/+.I k $HQ G✓ N o 1�! 7 H %S 'L f�AJ I S R AJ J 0A1 THE OR o U IQ D s S H c� 'w f f E>E nor•/ A/ 7) �"4 T•r7� 1� U/�. � / ^lc $E T � A �_�,.�' /�'E Q v/,�E. • _._... _.._. —. ...._ v D�-r- PROVIDE PRECAST CONCRETE 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROPOSED PVC VENT -T GENERAL NOTES T.O.F. EL.= 91.7± EXTENSION RISER WITH CONCRETE /-FINISH GRADE OVER D-BOX= 91 .0 '�' FINISHED GRADE OVER BIODIFFUSERS = 89.0 - 91 .0 COVER TO WITHIN 6" OF F.G. OVER SLOPE @ 2% MIN. INLET AND OUTLET COVERS. REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX PER WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 91 .0,'±' ±-FINISHED GRADE OVER TANK EL. = 90•9' 5" DIA. OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. - -- } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. -EXISTING 4" PROPOSED 4" 9"MIN. 9" MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL - PVC SEWER PIPE 36"MAX. 55" MAX. TOP OF SAS/B.O. = 86,43' SEWER PIPE (SEE NOTE 21.) SYSTEM UNLESS OTHERWISE NOTED. 6" 3n 3"DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN " 2" DROP MIN 3 9n MIN.SLOPES 1% JOINTS (TYP.) ELEVATION =86.43' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10 4" PVC IN FROM 1,33'• Q " ` 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF� 14" � -*88.5'± SEPTIC TANK 4"PVC OUT TO 0.90' (TYP.) T 16 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.LEACHING FACILITY 10.75+(TYP) o 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. (STONELESS SYSTEM) n CONTRACTOR MI CONTRACTOR SHALL 6" 86•QQ' 85.10' (laid flat 2.875' -I(34.5")- 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 1 SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 88.00 MN. $7.83, l (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK i AND CONDITION OF EXISTING TEES 22"ZABEL FILTER 6" CRUSHED STONE (TYP.) ' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS MODEL#Al801-4x22 OVER MECHANICALLY 5' MIN. 11.50 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY (GAS BAFFLE ON BOT.) COMPACTED BASE 25.0'(TYP FOR ALL ROWS) AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L. DATUM OF 92.00, ESTABLISHED ON A NAIL TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= < 80.00' SET IN TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 20 - BIODIFFUSERS PROFILE. BIODIFFUSER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 20 - ARC 36HC (#3616BD) H-20 BIODIFFUSERS TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING tr`( 1 - '•` - ' TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM " LxPERC NO. 12795 APPROPRIATE AUTHORITY. I INSPECTOR- Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS j LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • I O0 EVALUATOR: Bradley M. Bertolo, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. c C.S.E. APPROVAL DATE: July 29, 2003 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DATE: November 18, 2009 TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE LOCUS a f1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ZONE 2 ~-� I ELEV TOP = 90.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, /'31 / ds ELEV WATER= <80.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). PEN LANE Nlvl 3 • PERC RATE - 2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN rLpYOUT) 0� ? o . k SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. n 40'WIDE ---- 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: a ( �I� '`�' o �• DEPTH OF PERC = • ' 1*+ TEXTURAL CLASS: 1 ASSESSOR'S MAP 193 PARCEL 202 86 m OF PAVEMENT_ _ --� U p.#144117_OI �84' N83 -7-1 Z EDGE _ �� -- 57.76' _�88 R 9�� _ • �y• OWNER OF RECORD: JOHN JR. & LINDA WILSON _ !- � • ' '` . • ADDRESS: 15 PEN LANE ga j �, _ q r • ` Q ' 0" 90.00' CENTERVILLE, MA 02632 ,\ \ \ / • i* • •r '• J•' „ • • * A Loamy Sand 10Yr 3/2 6' 89.50' FEMA FLOOD ZONE C 7 QC• •" ; • a B Loamy Sand COMMUNITY PANEL# 250001 0015 C PROPOSED INSPECTION PORT WITH � IL aD , + r * '' 10Yr 5/6 17. DEED REFERENCE: BOOK 10596, PAGE 244 ACCESS BOX TO GRADE (TYP OF 4) /� t #3 !•• ` + +�+ ; • • „ . 9 -m 83°1 �'43"� r r • 36" t 87.00' • • • p 18. PLAN REFERENCES: 1.) PLAN BOOK 312, PAGE 14 2 . �` " " ` • Perc 'TP 1 2 2.) PLAN BOOK 326, PAGE 77 90 � * • -,,a -- a* * 54" ..- 85.50' PROPOSED TOTAL 20 ARC 36 HC ' + ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. (#3616BD) H-20 BIODIFFUSERS IN FIELD 12.5' 19. CONFIGURATION 11.5' x 25.0` * J - PROPOSED DISTRIBUTION BOX / a • • • r 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY "' �n a , Z ZON E 2 ' • ' ' C Fine-Medium Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY PROPOSED PVC VENT PIPE 25.0' TP 2 1 , ��:, J,' �! ; �, rs i •* • • 2.5Y 6/3 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. (LOCATION PER OWNER) gp� 91 , -EXISTING 1000 GALLON SEPTIC r i • r � ` 1 TANK TO BE UTILIZED AS PART ,• • " '* • • ` ' „ • 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE j� OF THIS DESIGN '`" ` ' • a - APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): Benchmark ' ) q ��A'� (1.) A 1.57'WAIVER(4.57'-3.00') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. Nail Set in Tree fi rn LP / Elev. =92.00' '> a L / a Approx. M.S.L. m � Z �' 3 �o LOCUS PLAN o r m O I _ d w m\ D ;' -X-X- X-X- £ SCALE: 1"= 1000' 120n 80.00, Zo MAP 193 No Mottling, Standing or Weeping Observed °D PARCEL 201 CONCR.PAD N DESIGN DATA TEST PIT DATA LEGEND #15 M w N EXISTING PERC NO. 12795 EXISTING LEACHh, a 3-BEDROOM INSPECTOR: Donald Desmarais PUMPED, FILLED WITH CLEAN GARAGE DWELLING NUMBER OF BEDROOMS (DESIGN) 3 50xO EXISTING SPOT GRADE COARSE SAND &ABANDONED- TOF - 91.7'± DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Bradley M. Bertolo, E.I.T. - C.S.E. APPROVAL DATE: July 29, 2003 -- 50 - - EXISTING CONTOUR TOTAL DESIGN FLOW 330 GAUDAY DATE: November 18, 2009 r-5� PROPOSED CONTOUR DECK DESIGN FLOW X 200 % = 660 GAUDAY TEST PIT#: 2 MAP 193 USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 91.00, ❑/H/W - EXISTING OVERHEAD UTILITIES PARCEL 203 MAP 193 ELEV WATER= < 81.00' W W- EXISTING WATER LINE PARCEL 202 PERC RATE _ TEST PIT LOCATION 15,048 S.F.± SWING-TIES INSTALL 20 - ARC 36 (#3616BD) H-20 BICIDIFFUSERS DEPTH OF PERC= �. SCALE: 1"=20' LP EXISTING LEACHING PIT S85°22'38"W 10121 -' HC GC SYSTEM CAPACITY TEXTURAL CLASS: 1 ' DESCRIPTION - O O EXISTING 1,000 GALLON SEPTIC TANK BIODIFFUSER CORNER(1) 44.1' 52.5' (TOTAL L.F. OF BIODIFFUSERS&COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD 0" 91.00' BIODIFFUSER CORNER(2) 55.4' 62.7' (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY A Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE MAP 193 BIODIFFUSER CORNER(3) 64.9' 56.7' 6" 10Yr 3/2 90.50' Q PROPOSED DISTRIBUTION BOX PARCEL 200 BIODIFFUSER CORNER(4) 55.6' 45.2' TOTALS: B Loamy Sand Q PROPOSED ARC 36HC (#3616BD) H-20 BIODIFFUSER 10Yr 5/6 - - - TOTAL NUMBER OF BIODIFFUSERS: 20 36" 88.00' TOTAL NUMBER OF COUPLINGS: 0 TOTAL LEACHING AREA: 480.0 SQ.FT. REV. DATE BY APP'D. DESCRIPTION 2) TOTAL LEACHING CAPACITY: 355.2 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE (3 NOTE: C Fine-Medium Sand PREPARED FOR: 1) EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE 2.5Y6/3 CAPEWIDE ENTERPRISES (4 DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER NOTES: "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST LOCATED AT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF MODIFIED JUNE 30, 2009). TRANSMITTAL NUMBER=W000052. 15 PEN LANE EACH SEPTIC SYSTEM COMPONENT. CENTERVILLE, MA 02632 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT 120" 81.00' SCALE: 1 INCH = 20 FT. DATE: DECEMBER 23, 2009 0 10 20 40 80 FEET DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HC No Mottling, Standing or Weeping Observed ?�Fy�t"OF' ,�y HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. JOHN L.o CHURCHILL PREPARED BY: RESERVED FOR BOARD OF HEALTH USE JR. JC ENGINEERING, INC. #153.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. G EXISTING N c"15°' 2854 CRANBERRY HIGHWAY GARAGE 3-BEDROOM DWELLING SITE PLAN EAST WAREHAM, MA 02538 TOF = 91.7'± 508.273.0377 SCALE: 1"=20' - -- - - -- Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1734