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HomeMy WebLinkAbout0217 NYES NECK ROAD - Health A 217 NYES NECK ROAD CENTERVILLE A = 233 002 004 j i n� d C d v Fee $50 No. -WOP �_� " , 0 A H THE COMMONWEALTH OF MASS C USETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS 2pprication for ;Dtopozal *pgtem Conotruction Permit Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 217 Nyes Neck Rd. , Centerville John Carberry Assessor's Map/Parcel 84 State St. , Boston Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service C R Short P O Box 1089, Centerville J P O Box 1044 , S Dennis Type of Building: Dwelling No.of Bedrooms J= Lot Size sq.f. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Title-5 septic SyStOM aeeording to the plans of C R Short, #1 -865, dated 1 -16-01 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code nd not to place the system in operation until a Certifi- cate of Compliance has been issue by this Bo f th. Sign Date c;� � n Application Approved by Date Application Disapproved for the following reaso Permit No. Date Issued Vh t.,� �� ; Fee��� r n tr� ' THE COMMONWEALTH OF MASSACHUSETTS - Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es Tipprication for 13i5poear *pgtem Cow6truction Permit ' Application fora Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System, ❑Individual Components .a Location Address or Lot No. Owner's Name,Address and Tel.No. As?w1sa'sR${*5ce1Neck Rd. , Centerville John Carberry A e St. , anston / Installer's Name,Address,an '. o. Designer's Name,Address and Tel.-No. Wdh. E. Robinson Septic Service C R Short o ea 1P n R03C 1044 - 9 Type of Building: ej- Dwelling No.of Bedrooms f �6 I Lot Size 4 / sq.f. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ttttethe , t� y. q c - s e according to Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system -11 in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board He h. Signe .44Date r -2 2 71 Application Approved by A /lam/ ! Date '2 Application Disapproved or t e fhowing reason Permit No. 4 Date Issued i THE COMMONWEALTH OF MASSACHUSETTS,..;:/� BARNSTABLE, MASSACHUSETTS'} � "�' ram. Carberry Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( X)Upgraded( ) Abandoned( )by WM, E- Rebinsen Septi-eGerviee at _ _ has been constructed in accordance r er e with the provisions of Title an the or b�sposael ystem onstruction Permit No. -;p_ T�dated :1 1 Installer i 'Robinson Designer L The issuance of this permit shall not be construed as a guarantee that the syste ,wi function 'esigned. Date Inspector t ———=——————————————————————————————————— No. V $r- Fee c 0 _( ') w THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mfi6po!6ar *paem Cougtruction Permit Permissiolt'la7lleh.ebyWanted to Construct( )Repair(X )Upgrade( )Abandon( ) System located at _ 217 i Neck , , Ceritervilte and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructio must be c'mpleted within three years of the date of this ,ermit., ' '.� Date: Approved by t '"` • 7 ' CRAIG' R`.. SHORT, RE. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR,SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS EEIVED TO: Thomas McKean ti'a Health Director, , �' �Y 15 2001 Barnstable Board of Health Z T®WN OF BARNST 367 Main Street WEALTH DEp-r. E Hyannis,MA 02601 RE:- CERTIFICATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM LOCATION OF SYSTEM: 217 Nyes Neck Road,Centerville(Barnstable)MA. CLIENT:John Carberry PLAN DATE: 12/05/00 last revised 01/16/01 FILE#: 1-865 DATE(S)OF/TYPE OF INSPECTIONS: 04/24/01 Inspect Overdig completed&new sand&septic tank in place 04/24/01 . Inspect S.A.S. shoot elevations 04/25/01 Inspect&measure for As-Built NOTE:_ Contractor used.Cultec 125 Chambers which are 2"deeper than design. However,bottom of S.A.S. is still 5' above maximum water level of 34;8. NOTE: The concrete breakout barrier wall was not installed in lieu of filling on to the abutting property. I, Craig R. Short, Civil Engineer, duly licensed as such in the Commonwealth of Massachusetts, do hereby certify that this firm has visually inspected the constructed subsurface sewage disposal system shown on the referenced approved plan, and further certify that the system, as constructed and shown on the attached As-Built, generally conforms within acceptable tolerance to the regulations, as varied, set forth in 310 CMR 15.000 and the Town of Barnstable Board of Health Regulations. Craig ort,P.E.,Engineer Date cc: File 1-865 . , Chenf John Carberry Contractor Wm.Robinson ;. Barnstable Conservation.Commission 3 pitd.t L*r �Est;ittr oN? . ��P T'i� SyS TE^'1 0,r�4-S �3 U 4 T r� V N , F_x is G,A`2 8 38 FGr_ Q CUL T,EC IZ4 I IV V Er'�T .Q .pwo.E(...: se p p c name r,v 41.33 v�r 41.01 �L.'—WV. N Meinbdt ASCE W 17 Olt. �H .� y. d-AAld h., SNORT; Pf: P.O:BOX i044 `jli OF M LOCUS c.Z 7 N Y`.S A/WC<9D. r o` CRAIG y� Professional Civil Engineei,=Soil Evaluator SHORT �'. TOWN-. Q AAW S 14 0 LZE' e ✓�MR Licensed Constn doi Supbivisor i Septic Inspector CIVIL N `�. �+lo. 27 �3 / Septic Site Pieis z Strucfures house Designs o 3 r DA'L x, 4�2G b 8(03 Office:(508)39 -8 i i Fax (508)398 303 E�1c 240 I 1 ' f l l:�...,���./....l l• TOWN OF BA.RNSTABLE LOCATION Mack- Rb^T:> SEWAGE # ,--ko I- ( 7 3 t VILLAGE C 6VJ4-tfZul'1(f." ASSESSOR'S MAP& LOT a 3 3-Z- 9 INSTALLER'S NAME&PHONE NO. 5E pV t C -7 7S -$'7 710 i SEPTIC TANK CAPACITY LEACHING FACILITY: (type)' '� Cuft`E><� (size) 11 X 3 Co >< f NO. OF BEDROOMS 3 BUILDER OR OWNER f PERMIT DATE: y`J �1,3 2 -` COMPLIANCE DATE: Y/d S f a 60` 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 T 6VA C7 i' Nl),5L 1 i i c `n A_ 1 o ci o r la 3f f "AF1ii r may,s•^o > j•s t r .F �, a car TOWN OF BARN STABLE .. LOCATION aI —_y 5 I�J C P.trc4 SEWAGE # 01 i 7 VILLAGE ��w`�4'&2L/1'1 �� z 3 3 L— ASSESSOR'S MAP & LOT y INSTALLER'S NAME&PHONE NO. a S6 SEPTIC TANK CAPACITY I SCE LEACHING FACILITY: (type) (size) lI x 3 G {C1 i -NO.OF BEDROONis 3 BUILDER OR OWNER . . PERMITDATE:3/,q-Q'I a01 j - COMPLIANCE DATE: y1a 5- 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 5 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 I Tit p r a J y O fJ 0 T \ V R` 1 TOWN OF BARNSTABLE TH E Tp 6�Q� wo OFFICE OF BOARD OF HEALTH ]URNST"L i y MAB6 pj �� OMpI 367 MAIN STREET January 26, 2001 HYANNIS, MASS.02601 Craig R. Short, P.E. P. O. Box 1044 r'-..11 r%-.-.-:_ 1%AA An/1/+n JUUII1 UCIIIIIJ, IVI/% UGUUU RE: 217 Nyes Neck Road, Centerville Dear Mr. Short: You are granted variances, on behalf of your client John Carberry, to replace the onsite sewage disposal system at 217 Nyes Neck Road, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.211: To install a soil absorption system only seven (7) feet away from a property line, in lieu of the ten (10) feet minimum separation distance required. B.O.H. Part Vill: To install a septic tank 80 feet away from a wetland, in lieu of the 100 feet minimum separation distance required. B.O.H. Part XI1: To install a soil absorption system 125 feet away from an onsite private well, in lieu of the 150 feet minimum separation distance. These variances are granted with the following conditions: (1) The engineered plan shall be revised to show the maximum lake elevation at 34.8. (2) The property is limited to three (3) bedrooms maximum. Dens, study rooms, finished attics, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction at the Barnstable County Registry of Deeds, limiting the premises to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Division Office prior to obtaining a disposal works construction permit. nyesl J (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial accordance with the revised plans. These variances are granted because the proposal meets the maximum feasible ...1 ......... ..L.....J....J� ...1..:.....J .:1 L.:._ the rI.L ' r,-,. ._lat /�__I_ T'Lt_ ♦ I - coI ip'llarice JLQIIUQrds coritained vVllhin he JLQLC F- IIUIIIIICIILdI I�UUC, I IL IC V. Sincerely yours, Susan G. ask, R.S. Chairman Board of Health Town of Barnstable SGR/bs nyesl 1, Qp tNE T DATE: . .o' FEE':. • IARNSfAHLE: • MAS& 9�p 16,59. as��� REC. BY' Town of Barnstable SC=. Board of Health. :�� ` 367 Main Street,Hyannis MA 02601 " \ Office: 508-8624644 Susan G.Ras&v FAX: 508-790-6304 Sumner KauSnan,M.9P.H Ralph A.Murphy,M.D. �000 VARIANCE REQUEST FORM LOCATION Property Address: 217 Nyes Neck Road, Centerville, MA Assessor's Map and Parcel Number: 233/2-4 Size of Lot: 40,500 sq.ft. Wetlands Within 300 Ft: Yes XX 'Subdivision Name: Brass Rail Realty Trust No Business Name: N/A (Single Family Residence) PROPERTY OWNER'S NAME CONTACT PERSON Name: John Carberry Name: Craig R. Short, P.E. Address: 84 State Street: Boston, MA 02109 Address: P. 0. Box 1044, So. Dennis, MA 02660 Phone: 617—722-02 71 Phone: 50 8-39 8-8311 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Title 5 Section 15:211 Maximum feasible compliance to upgrade failed septic system to 1995 Title 5 Town of Barnstable Distance & Requirements Well ReRmlation 12 SEE ATTACHED FOR COMPLETE LIST nF VARTANCFS REQUFSTFn Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans). Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals.Breese trap variance renewals(same ow,erneasee only),outside dining variance renewals(same ownedlasee only],and varianees to repair failed sewage disposal systems(only if no expansion to the building proposed]) Variance request submitted at least75 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/wP/VARIREQ f TOWN OF BARNSTABLE BOARD OF HEALTH VARIANCE REQUEST Page 2 John Carberry 217 Nyes Neck Road Centerville, MA Map 233 Parcel 2-4 TITLE 5 VARIANCES Section 15.211 Distances between S.A.S. and Property Line— 10' Required A 3' Variance is requested. TOWN OF BARNSTABLE Distance between Septic Tank&Wetland.- 100' Required A 20' Variance Requested Well Regulation 12 Minimum Distances of Well from Leaching Facility is 150' A 25' Variance is Requested f CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS NOTIFICATION TO ABUTTERS OF: Applicant: John Carberry Certified Mail 84 State Street Return Receipt Requested Boston, MA 02109 Re: Septic System Upgrade @ 217 Nyes Neck Road,Centerville,NIA Dear Abutter, Please be advised that an application for variances from the Regulations of the Massachusetts Department of Environmental Protection,Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variances are requested: Title 5 Regulation and Barnstable Board of Health Regulation Title 5 Section 15.211 - Distance between S.A.S. &Property Line - 10' Required A 3' Variance Requested Barnstable Board of Health Regulation Chapter 111, Section 31 —Requires All Septic System Components be installed 100' from Wetland. A 20' Variance required for Septic Tank&Pump Chamber Well Regulation 12 - Minimum Distances of Well from Leaching Facility 150' A 25' Variance is Requested The application and plans are available for review at the Bamstable Health Department, 367 Main Street, Hyannis, MA 02601, Monday through Friday (excluding holidays) from 8:30 am. to 4:30 p.m. A Tentative hearing date is scheduled for Tuesday January 16,2001 beginning at 7:00 PM. PIease call Barnstable Health Department to confirm(508-790-6265) Sincerely, Craig R. Short, P.E. Cc: File Barnstable Board of Health Abutters J Abutters of John Carberry AM 233/2-4 217 Nyes Neck Road Centerville, MA 02632 AM 233/2-4 John G. Carberry MAIL TO: 217 Nyes Neck Rd. 531 South Street 84 State Street Needham, MA 02192 Boston, MA 02109 AM 233/1 Joan P. Robart 235 Nyes Neck Rd. P. O. Box 342 Centerville, MA 02632 AM 233/2-1 Abbe Beth Young 223 Nyes Neck Rd. 425 Dedham St., Apt. C Newton Center, MA 02159 AM 233/2-2 Margaret S. Menzin AM 233/2-3 Marvin Menzin 221.Nyes Neck Rd. 26 Mason Street 219 Nyes Neck Road Lexington, MA 02173 AM 233/2-5 Mark Bulman 205 Nyes Neck Rd. 205 Nyes Neck Road Centerville,MA 02632 AM 233/26-2 Town of Barnstable Conservation Commission 367 Main Street Hyannis, MA 02601 AM 233/27 Gail M. Tyler 55 Nyes Neck Rd. 56 Nyes Neck Road Centerville, MA 02632 / 13 �.23 4C t� n 1 IA 1 4c S. 1 � 1 �e►F NAr 1! . C4 16 M. AC 4 0 I e k A �, b 20 8 140 1S is i "N N 2L-I 3111RtEr +°� wry .42 Ac-s 90'6 Zit 2. I L Mom'-'"vim 2 J „ `fi r-1:,4 sR. Wevt ApuET LAkE lot 2D B f A~ JJ 1 N rig _ w � };�,frit � 1 � •o• i J ,40�+ar C6•L N.sr Z d s ® nb {•~` \ s yc.3 s 'A o �Si t ,b 2Q 1Q b2 4C.j e - OAAPWO UNbEA THE NAACTION Of THE j: bAMIltAbtE SOARO Of Ailftft i V L. 4 6 AVIS AmMAP INC. 'i YA!>IAcOukTTA CONNECTICUT a CQ CD Cv CV CV N N r-. co O x �l � /d_F/ (r• tT c� LLJ In LIJ Q S U M d' O x 0 ' on r y �a t o sr � -gel lo" CV CV CO 41 z X Q I Cx_ 1/ sr I3 �' w S U CL- O S E-- 0 es _/vet- �� ��� ,��ofi� o? nG{ Ftoo� w CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR,SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS,COASTAL&BUILDING DESIGNS August 27, 2001 Rob Gatewood Town of Barnstable REC EI Conservation Commission �✓ VED 367 Main Street Hyannis,MA 02601 JUL 2 9 200, RE: 217 Nyes Neck Road, Centerville, MA TOWN OF oEPTABLE John Carberry File#1-865 Dear Rob: Enclosed herewith,are photographs of the final grading for the upgraded Septic System. As you can see from these photographs,the system was installed-without a concrete break-out barrier wall, since the abutter allowed grading over the property line. A testament, I believe,to what good can be achieved when abutters can work together. Thank you for your help. Sincerely, Craig R. Short,P.E. cc: John Carberry Mr. &Mrs. Marvin Menzin Barnstable Board.of Health File • ma's .-r � • =.r 1 h �P ir R • fir CV CD CV C:) CV C\1 N 4 CO O rT c� H w � I w U d. M c1' O CD CD Cewt c\i CD CRl CV N N co O aC Ci. w w x U IWAX�El� x CD F-- Town of Barnstable P# � Department of Health,Safety,and Environmental Services EVE Public Health Division -Date 411';?1a) 367 Main Street,Hyannis MA 02601 BARNSTABLK MASS. 9- tbzy Date Scheduled C�C/CJ Time k) Fee Pd. O Alf Soil Suitability Assessment for Sewage Disposal Performed By: P ct r cj /Z • .Sh Witnessed B lAlh M L +CATION'& GENE L INFORMATION i Location Address 'o ` Owner's Name Address elf Assessor's Map/Parcel: �33 2 „ 4 Engineer's Name C r-Ai;; NEW CONSTRUCTION REPAIR X Telephone .398-g 3// Land Use Slopes(%) Surface Stones Al o Distances from: Open Water Body ft Possible Wet Area !a C1 R Drinking Water Well Drainage Way R Property Line / C7 ft Other — R SKETCH: (Street name,dimensigs of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) w�*�r.�n �jv.e T` • // �l i c� �uP� LCI 7,3 Parent material(geologic)^C a y'e r Depth to Bedrock i Z�e ,-r`' Depth to Groundwater: Standing Water in Hole: (e , 7 t Weeping from Pit Face 4, 7 Estimated Seasonal High Groundwater 3.7/ �ETFlt� -A— ION 'Ott SE SUNAt, IGH't�yAT i't'A LE Method Used: , Depth Observed standing in obs.hole: G�7 in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: 4 .7 in. Groundwater Adjustment ft. Index Well#f1(W 2y7Roading Date:.& Index Well level.A L Adj.factor 6. T"O Adj.Groundwater Level 0.20 PERCOIAT CAN Tl+"ST bate s#1! ark Time Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ '' Time(9"-6") End Pre-soak Rate Min./Inch ��'� f `� Td n �C .5Q ��' tx -J!/L�Ve o_17 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP;bBSERVATIdN HOLE LOG; Isle Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface-(in.) (USDA) Munsell Mottling ( o r Structure Storie s,s Boul( Beres. Consistency,% Gravel t ' Sandy ! O ,— 7,n- ll� C ecA, u�, /oY,e Cowtse sa� e DEEP OBSER t'ATION HOL LOG; Hole# Depth from Soil Hprizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. Consistency.°o gravel) r 1 DEEP OBSERVATION HOLE LOCH Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell , ) Mottling (Structure,Stones,Bouldcres. Consistency.%Gravel DEEP 0BSERVATIOI'�1 HfjLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottling (Structure,Stones,Bouldcres. nsistency,°o ravel Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No_ Yes K Depth of Naturally Occurring 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? VA-.5 If not, what is the depth of naturally occurring pervious material? I Certification I certify that on tN/—V' g (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;expertise and experience described in 310 CMR 15.017. Signature Date No........1Q.> ... A THE COMMONWEALTH.OF MASSACHUSETTS ~ _J BOAR® OF HE�ALT-�--I ..............OF..... .. -LA-1............................... ApplirFation for Disposal Works Tonstrnrtion Prrmit Application is hereby made for a Permit to Construct (/V\) or Repair ( ) an Individual Sewage Disposal System at: ......... ..1_�............. - � ...................... .... ... C.. - ........... --- .Loc i Address of No. .Vkf Ow�^_ Address W .................... Y1.1.._...._�.�!./'+.,,.CJ..._.,_...................... ........................................ ....-------•----........................... Installer Address Ar� Type of Building Size Lot.... ..Sq. feet`- Dwelling—No. of Bedrooms...........3............................Expansion Attic (�b Garbage Grinder44 '4 Other—T e of Building No. of persons............................ Showers — Cafeteria a Other fixtures .. ........... .... ..... • . . ----- ------------------------ Design Flow..............'G.'S.......I..`_`_..------gal lons per perso per Total ow.._..._..._. �............ long; WSep�i; Tank— 'quid'ca.pacrtyld,D -gallons ^LZength -�tt._ Width.__.-' ..... Diameter________________ De th- ---_- x Dispo"�-No. .A............... Width---..1.... •-•--- Total Length..-�'�---.....Total leaching area.-0.0...sq. ft. Seepage Pit No..................... ameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (� Dosing lank ) c `'' Percolation Test Results Performed b 4f'2. _-... r._. _��... Date....��.� =.i�--_ .___.. . Y �a Test Pit No. 1.....Z......minutes per inch Depth of Test Pit... 3=....... Depth to ground water-----j_Z'T----------- f% Test Pit No. 2................minutes per inch Depth of Test Pit...�_.�z-`..... Depth to ground water------ ..F.............. a1 .-•------•----••-------------------•----....----... ................................•---•----•-----••-•---........................................•-----......._. O Description of Soil... ' ...... �Y1�Y1__ _ �f.�__ � -----� .................... .CC ........................... --- - --• -- --- U Nature of Repairs or Alt rations—Answer when applicable...............................................................................................� -•------•--•--•------------•-------•------•--....-•-------•-------------------------•--•--•-•--.... ---•-•-•-------...---------------------------------------------------------•--.............--.---•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL 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. Sign ----------•• Y Application Approved B (� � 1�%/�,�- _ ��- _ C Date Application Disapproved for the following reasons:................................................................................................................ ................................................=........................................................................................................................................................ Date PermitNo......................................................... Issued....................................................... Date L No ow s -THE COMMONWEALTH O' MASSACHUSETTS,; .: t_ BOARD OF HEALTH 0 F....B.. ------------------------------- Appliration for Nspos al Works Tonotrurtion 1hrmit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at t: �,.. .._..y�........... .............. :: ..... .._. �• , Locatioiv Address <1D+24 o t No '-------�- ..... fit, ( . ... .............� ° _.. ' K a.... 13t? ._ ............. r . ..................... --- Ow/gam Address •----•-----••-----•.......----•. Installer Address �- Type of Building Size Lot.__4 6 ,5_'Yam:°__Sq. feet" 0-4 U Dwelling—No. of Bedrooms...........-_ ................._----------Expansion Attic ( Garbage Grinder a'4 Other—Type of Building No. of ersons____________________________ Showers YP g ---------------------------- ----P--'------- ( ) — Cafeteria 04 Other fixtures ...............•-••---••-••---•-•-._._.... ---•-•-•-•--•--•-•-•-•----•-••--•---•---------•-------------...•------------•------••- ' W Design Flow............._ ___ __gallons per persorx per c ay. Total daily Aow____....... `. _______.____ lons Wt4•c Tank nkk }Liiquid ca.pacity��."1��_-.�_gallon .:'s Length &.... Width° "� Diameter______ ________ De thee_'`" ... Disposal TrenCT1—No. ___ _______________ Width_.. _. ______ Total Leng ........... :.. Total leaching area_ _ ..sq. ft. x ..._. ' 3 Seepage Pit No..................... iameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( Dosing pnk ( ) ' `" Percolation Test Results Performed by..... ..t jfaIA _x ........... -°` ......... Date____ ._ ........ Test Pit No. 1_._.Z......minutes per inch Depth of Test Pit....._ ....... Depth to ground water____-C�°'_. Lz, Test Pit No. 2________________minutes per inch Depth of Test Pit._.)..... :":'_ Depth to ground water_-____� ..________.... rw� a # ------------• . ..------•--- O Description of Soil-• '� t• _, 4 :...._` -- '.' ►. �?.{_ ` x - ----------------------- ... #.. V ........... .......•---_-_--------------------------------•------------•--------------------------------------------------------------•-----------•••---•---------•--------•..------=•------_•--- W UNature of Repairs or Alterations—Answer when applicable..................................................................... .......................... ................................ •____......................_................... -----------•----------------------------------------------------•--------------------------- ............ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of AITI.:l 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. r] Sign ...... ....... ./ ----- ---------•--__----------- Application Approved BY '... 'o• Date Application Disapproved for the following reasons:............... •--------------------------------------•--...-------------------•----------------•-••-----...-•- ......................................•-......-••--•-••-•---••--•---••••---------._......._..--•-._.....-'••---••--•••---•-----•--•-•••••--•••-----•--------•-•-••--•----•----••------•---•------------- Date PermitNo......................................................... Issued.---------------•--••--•-•--.......................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT . :.........�OF......... ,�. .... ......................... Tatifirate of TontpliFatta THIS IS TO CERTIFY, That thpjndividual age Disposal System constructed ( ) or Repaired ( ) by ....... ...•-- . •_... •••-•..........................................•-•......._••--•-.....-----.._._. .J /J Instal al has been installed in cordance with the provisions of I 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit N .. .______ __ .......... dated---- r_-__.. .�:�_'_._.____._. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY: DATE................� f', �..... Insetor....p ----------•------------------•---•----•-----•---___-•---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF EALTH y�.. 1....OF...-..-•-------• No......................... FEE........................ Dispargal Nor ' Tonli ' t ' n ramit Permission s hereby grantede ---------------------•. :r_�_..!'..-'--- -----------------------•------------•-••------...............------ to Conk or R air ) an divid 1 �, ge os System 1,. ft� at No... _bc....•. _._.. . � �E �j r.....1 ? "� Street / as shown on the application for Disposal Works Construction Perm tTo______________�__4D ..�t.". .� __ �_.......... Board W7;A. , DATE ---._...--•----•-•- - -,•---------- , FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS '� � /7 L 0`C AT I O N 'yl��S �'I,�� S EG E PERMIT NO. V ffIAGE INSTA LLER'S NAIVE R ADDRESS 39ILDER OR OWNER Oat �iDA.TE PERMIT ISSUED ODATE COMPLIANCE ISSUED t s _ ' '7a 1.6 D13 BENCHMARK SOIL TEST ? TOP Of FOUNDATION 20 FT. MINIMUM FROM CELLAR r .- 10 FT. W HWU1/ FROl1 S�.AB OR CRAWL. SPACE EtFv. - �`►.� to F1. �i�NIMUu CLEAN SAND DATE OF SOIL TEST 6Y C r���r�K . N G CONCRETE  "t v 4 Z.7,f- WITNESSED BY D O.*j AAP* OOHS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 2 ELEV.- 4W. PITCK4 1/9 PER FT. 2' YEN OF PERCOLATION RATE <S MIN./iNCH AT 4 INCHES •; 1/8' TO 1/2• LEGEND' DEPTH HORIZ TEXTURE COLOR ►OTT. OTHER 4• CAST IRON PIPE -� d WASt'ED STONE VENT EXISTING SPOT ELL'.AT10N 0010 G. V lY. .4 1 ,.:�J r���r (OR EQUAL) MINIMU►1 1 NOT REQUIRED ----- A � ; EXISTING CONTOUR 00---- PITCH.3 1'PER FT. FINAL SPOT ELEVATION 1 CU. FT. OF' ------- -------- CONCRETE �L FINAL CONTOUR ,s_` A� fwlT,cAcOPA -- FLOW LANE a , SOIL TEST LO .4'/ . w F ANCHOR UTILITY POLE CAT1l1N� L Oct M �► 9G 10, TOWN WATER —rY�.. —INS— y i o y Z '" 1/IN. ELEV. �' 22.p�. • • t .�I 10' CATCH BASIN �11� 64 So f�4 -` - FC .32 ,ZS GAS LE1tEi _ q O,CQ GAS LINE ELEV. B 1. ELEV. .. .a. �6' SUMP y ? - , EI!V. T CLEAN OUT G6.V ELEV. j� CESSPOOL C. DISTRIBUTION c c•CA%-VC L!V 3'7 t BOX Q,' ?-� 4-f+ C HIGH CAPACITY INFILTRATORS mTH .74 ,J UQUID � (TO BE PLACED ON FIRM BASE) - STONE IN AN +� TO BE WATER TESTED „ J e .,� »'.LzeiP TRENCH FORMATION 2 < T 14 INCHES 1500 GALLON � WORE MAN ONE ouTtFT L `''` ��� z, `t FFEED� - WE" 'u „` { y i W Z4 7} a FF TT 19 INCHES (TO BE PL.�CU] i1N FIRM BASE) SOIL ABSORPTION wArl:tt ENCouNTEkEO AT 4:,, 7 ELEV. � �� �'+ SEPTIC TANK "j ZONE �• c 7 FEET 21 INCHES 3/4- TO 1 1/2• INDEX .'.9 -) S 4' To o L eloce' �,�v �B FEI=T 34 INCHES WASHED STONE SYSTEM (SAS) ADJUST j Ar V- rk .a 2. fl- '`'< s,�,c,sys 4 4 '1 ' c,' �-j~ Q'je - ',-4x g e z• 2.�'� " a.i,) DESIGN CALCULATIONS USGS PROBABLE WATER TAB:E ELEV. - .�f! : M A,X 1 4416A ' C 0 A_j 7 ,e©C.. c' ,JZ :f SEWAGE DISPOSAL. SYSTEM PROFILE -, _h oBSERy� wAT>:Ft TABLE ( -� /,i /�' ) F.��v. _ NUa�a OFl�xOwM 3 NOT TO SCALE EJOTTON OF TEST HO.E ELEV. _ �+ GARBAGE DISPOSAL UNCI NO f I _ TOTAL ESTIMAI1:1)FLOW (I l0 GALjh /DAY X 3 RK) O C:AL/DAY r ��• J �Q I REQUIJUD SWrIC TANK C.A.P A. L. WY .7 04 GA j ACIUAL SIZE OF su 1ic TANK 15W GAL. SOIL CLASSIFICATION 1 i J DESIGN PFALC,OLATION RATE S MLNAN. \ 1 ( EFFLUE Nr LOADING RAII 0'74 GAL/DAY&.F LEA RING AREA I I',A 34 * 9+ SQ. FT LBACHNG CAPAQrY(A7REA X RAT GALJDAY rowAv LEACHING CAPACITY -a'33 GALJDAY NOTES: I_ ALL WORKIMAINS1i1P ANL)NiAlEKLALS SHALL CON101-%d TO DE-P TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE l 2. ALL COVERS TO SANITARY UNfrS SHALL BE BROUGHT TO WITHIN C•OF fi S / I FINISHED CibkUE 3. ALL COMPONENTS OF THE SANITARY SYSTEM S1;LALI.BE CApA.HL.E OF WTIT3STANDING H-!0 LOADING UNLESS THEY ARE UNDER OlI WIIHIN lU FT OF DRVoTS OR PARKING AREAS H-20 LOADING SHALL HE USED UNDER Olt / 7 WIIuN 10 FT OF Dk VES OR PARKING ARL4LS • k 1.is A / 1, 4. ANY MASONARY UNITS USED TO BRING COVE"'1'O GRADE SKAI-L.1iE I MORTARED IN PLACE. S. NO DKIIERMITIATI N HAS BEEN MADE AS TO COMPLIANCE WITH DF.T3DED OY ZONING REGULATIONS.OWNER/APPLLCANf IS TO OBTAIN SUCH \l , DE'llULMINATION FROM APPROPRIATE AUTHORITY_ �� b. UIILt US SHOWN ARE APPROXIMATE ONLY, EXCAVA I-ION COMI"IZACI Ok 1S TO CALL"DIG-SAFE"ATI-gss-34�►--,233 AT LLAST-r2 HoLaLs PYlL*TO ./�L ,q ..��./ � / ^� � h!'. COMMENCING WOLtK ON STI17 CON TRACTOR 1S TO V�Y GiCiL)L: AND U-L-VAT IONS AS WLL L AS SIZE 2CONDA'IONS PRIOR TO COMI+MENCING WORK ON STIE ANY VARIATION IS T'0 3`�a� - - (� I ` ,� BB HB,4UCAfr TO THE ATTENv nON OF THE DESIGN ENUjNF.$R IMhdE jArHLY _ a L PARC L IS IN FLOW ZO,Nl w� Z�e/.// � if'le � LA I I !. LOT IS SHOWN ON ASSISSOity MAP�� Aj 1'ARC U L'`f / 10. EXISTING SAMTARY DLSPOSAI, SYSTDd TO RE PUMPED AND kklAOVED 01 F11 I ED IN Wrni SAND I ` �-S�EP rT ?q \ `\ o, ` I O N ALL UNSUITAKiL E MATliit S,h A Ii J tL kk-dOVED FROM UNDI'JC, AND kUk A 8 AC VcQ'j `. 1 r ` , MU41MUN OF s FELT FYjOM AROUND Tim SOIL AssOR TjON SYSTEM. AND HE - w _ i f.2 TITLE S AND HOARD OF HEALTH VARIANCES REQULRIW ��.,�W,nd�As SPEC-.IFam IN !10 aak 1 S 235 3 TITLES SECTION 15:211 l )(� ITLLE �) t — ( y -"�"T DISTANCE w"rwrl-l-N S A.S AND PROMRTY LINL, IW ILEQUIRFI) 7 A1'VARIANCE1Sit):QttM:S"CED .yy t_ P�'� :o• �. `" '� .� / \ RARNSTAHLL BOARD OF HEALTH _ s E P r/crs /rE �- ��' _ DISTANCE FIETWFLN SE71IC TANK AND WETLAND, Iu0'REwU&_) APPROVED: B C A R D OF i--i E A L 1-H DECK / D/,/ A-U V ARIANCE IS REQUI-STED f Cj 20• ��� \ WELL REGULATION 12 I MWIMUM DISTANC:LS OF WELL MOM LEAC:111Nc;FACILITY IS 15D' LL . A?>' VAR1AhiCE is wWUl;STI:D .c q w•J , Z wIL / cPT/� :11J' JEE" / \ �2� !,. y Q o t/,�4.!:� DATE AGEN 1 h3 /3A 8° " �.' PROPOSED SEPTIC DESIGN `�"� � � w • . / '/ - s T l3�>T�2ic..»A; .94' / � r � 2'i' �/ `r�3 FOR JOHN CARBERRY �► \ w1J J� 3V' _ / o�� / , �'yr +' PRO.IECT LOCATION 7 W , - l 7 NYES NECK ROAD ' T:;I& -S 2. c sV& A*4-40 - BARN STABLE (cE N"I'ERVILLE), VIA z ►� / "J �' / ms'. w•�c ��c Vol .e c o �� J , J CR4IG R SHORT P.E. ,\ �� / PROFESSIONAL ENe&4F -R O ' Sots- P. O. bOX 1[,aal 23 5 GRE-A T WEST RN KOAD V q j (� / / l x.z`' ' '' , It �' -� 3y�311 SOUTH DENNIS, MASS 02tid0 `r ASO r DATE / S/gyp SCALE I 1 REMISED JOB N0. _ LOCATION MAP '' �,%its r LLHEET / OF / T As • V 9 0199a C.R. SHORT, P.E. I I ' I i i 0 o �01 17 4-0 3 8' I / J' Z n,1 - , CIA- ISE \ 00") / / Loy- TH * 1 -TH '�Z PRo p©S WE 4/ S^N 0 Y'-_ i. x t t I � ItN FT i PErZeue`AT . RA_-eE -1 ►r at Dom' IoJ 1 0/ Z o� E� � r • I ., s ,f , RooMs 4 .D S I N G L� F-A,r •; . ,_ _� S E�:> MAY. FILL_ REQUIRE-p TOP OVAWN ..) 4 7-0c� L ----- D► SRO S/'mot_ z- 4�CR L�AL►-I CFiAM �ERS _ -1, t>A,\ L Y !` i ; CU 4'OF�F ToI !/z' INV 4 pvLv WAS N e D INV 34 K - DtST 40./ 40 k, � t oILJ5HI:D T �lv 3y 1 B,ti IVv.3 + al 1, 0C10 GAtt„• 4O n. O G P i Tp.NK T 6 nriC A �p) I$01T<.%M F— t , .38.5 KEPT C THNi< d- Ai-I- Ravl. i 4-. + $0TTC) Z e¢� 5•F , �3G(Sr c! V F-L 0 W - :R� (D TY, a� v Ft"'► _ mod- 3 rAAkz a IE)f 1;T 3�4 -to-1��z STCHg IJO SCAt•..r� 7 LZAC Dr sT CH M$ ICHAMOBEK , 30x � v �t�>�11I T~ I s�.3reris Lam.. L\AJ DE_R DETAt LEACH CNt ,M WgTAl-1-E� �TlTLf A *, � C A-, /�_S ► CDTF..Z: 1)A,T�' IO : �( PLO �. ., ' 2 E G 1 S'T'E�'�� L.AtiJ t� c{J�'•�'�.YO�' j � ►+ vat:• f�:�. w >=Vi\T1 f-;- N M L . = c�. o BENCH1 "K . 20 FT. MINIMUM FROM CELLAR SOIL TES S T TOP OF FOUNDATION TO P - ra .ao 10 FT. MINIMUM 10 FT. MWWUM FROW SLAB OR CRAWL SPACE DATE OF SOIL TEST ' / / gay. CLEAN SAND SOIL TEST DONE BY C.R. SHORT, P . (ASSUkW) CONCRETE WITNESSED BY D 40,41Am* COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 2 ELEv.- MIN. PITCH 1/0• PER FT. 2* LAYER OF PERCOLATION RATE <S MIN./INCH AT �— INCHES 1 /B' TO 1/2' LEGEND: DEPTH HORIZ TEXTURE COLOR MOTT. OTHER WASiED STONE 4' CAST IRON PIPE VENT EXISTING SPOT ELEVATION 00,�0 (OR EQUAL) MINIIAUTA NOT REQUIRED EXISTING CONTOUR - --00---- j� (OR Q T PER FT. FINAL SPOT ELEVATION �G 1 CU. FT. OF FINAL CONTOUR CONCRETE La A7741- cir9 t ANCHOR SOIL TEST LOCATION /L L 0,9 FLOW LINE v, - y JY a UTILITY POLE - )- 9 7 8 7 10' 11 - TOWN WATER �—W W i� 6-1' E3 -TMIN. .,,,,. .a � CATCH BASIN lw) 1 GAS r 7 LEL 10• ° V o o GAS LINE G eAr y�.5� y ,. ELEV. - o T i7 ELEV. - y 7 �� s- SUMP ELEV. - CLEAN ou7 c.o. n�I �J, .,.-., loyR ELEV. �_ DISTRIBUTION � CESSPOOL c.P. 0 7 ;/� LE Coon- &c a[ 92.Jj H2O BOX 9G.e3 4-H.16 HIGH CAPACITY INFILTRATORS N ATORS !ATH LIQUID (TO BE PLACED ON FIRM BASE) To BE WATER TESTED z IF MORE THAN ONE OUTLET 1 r 3 G %c /o'DCa'P TRENCH FORMATION 2 4 FffT 14 INCHES 1500 GALLON WELL ti ,� .r �,, z-4�) G 7 5 T 19 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ► WATER ENCOUNTERED AT ELEV. 6 FEET 24 INCHES SEPTIC TANK ZONE C T 7 FEET 29 INCHES 3/4• TO 1 1/2• SYSTEM (SAS) INDEX -) S I-r r'� Q Kam' ✓ y/•� 8 FEET 34 INCHES f s WASHED STONE ADJUST � ?. s 4- �:. .�t�..^ - �'"L 92.� v-r 'Ar u- DESIGN CALCULATIONS �► SEWAGE DISPOSAL SYSTEM PROFILE WA U PROBABLE WATER TABL: ELEV. � OBSERVED WATER TABLE ELEV. - � N[IZ,dBER OF BEDROOMS - 3 NOT TO SCALE BOTTOM OF TEST HOL_ ELEV. _ �' GA88ACE DISPOSAL UNIT NO I _ . TOTAL ESTIMATED FLOW X. a � i - a (110 GALJBRIDAY X 3 BR.) �'J O GAL/DAY I � • ,t ty S I I 1 REQUIRED SEPTIC TANK CAPACITY ,Oo GAL. k� 1 ACTUAL SIZE OF SEPTIC TANK 1500 GAL. Q� SOIL CLASSIFICATION I DESIGN PES=LATION RATE < S M1NAN. - 1 I K I EFFLUENT LOADING BATE 0.74 GALJDAY/S.F. z -\\ � s, LEA+CII�]G AREA //',c 7 G r (l�- 4 74 SQ.FT. I \ � J LEACHING CAPACITY(AREA X RATE) 3-�o GAL./DAY I V I \ 9 7 T-owA/ T Pa[-1FIriNGCAPACIIY GALJDAY MOTES: >e I 1. ALL WORKMANSHIP AND MAI-ERLu-s SHALL CONFCI tM TO DE-P.TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SMAGE. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITIUN 6"OF FRCSHED(MADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 IT. OF DRIVES CAL PARIONG AREAS.H-20 LOADING SHAI-.BE USED UNDER OR a i WIIH N 10 FT. OF DER[VL�,c CD 1%k - I,A1sE. . f� 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARET UN PLACE. S. NO DEIERMENA11ON HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OIL ZONING REGULATIONS.OWNER/APPLICANT IS TO OBTAIN SUCH �G DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY,EXCAVATION CONTRACIORIS TO CALL`DIG-SAFE'AT 1-989-344-7233 AT LEAST?Z;E10UYS PjtIOR TO COMMENCING WORK ON SITE. I J o I 7. CONTBACPOR IS TO VERIFY GRADES AND ELEVATIONS AS WELT.AS SITE -/r\jNDMONS PRIOR TO COMMENCING WORK ON SIZE. ANY VARIATION IS TO V >'� BE BROUGHT TO THE ATTENTION OF THE DESIGN ENCINEER, R.Y. I /Z?,e .f/vv,c, 11. PARCEL IS IN FLOOD ZONE r3 r _'2.h^ 2 oa o , O a 13'C A-i � I , \ �i 9. LOT 1S SHOWN ON ASSESSORS MAP 233 AS PARCEL L'q . j 2 R v / I 10, EXISMNG SANITARY DLSPOSAL SYSTEM TO BE PUMPED AND BEHOVED OY �� FUIM IN WITH SAND. i + I1. ALL UNSIATABLE MAIIAiAL SHAII.BE REMOVED FROM UNDER,AND FOIL A 8 i4C ' -� /O r•�.�fr _ Y I I �' TITLE 5 AND 13UA12i)OF HEALTH VAlt1ANCE512EQU11iF D �N OF S FEET FROM AROUND THE SOIL AHS08PIMN SYSTZb4 ANDBE "b✓ � �- —..—_r` _ 1 1.I TITLE 5 SECTION 15:211 1i18PLA��.BD SAND A$SPECIFIT�1N 310 CMR 1S.2SS:(3)(IS'I1T7.E S) c�(, � �� f jg DISTANCE BETWEEN S.A.S.AND PROPEktTY LINE, 10'REQUIRED I- - ro-.Fi I y / _ A 3'VARIANCE IS REQUESTED e L ILP�� _ I / \ I HARNSTAIILE BOARD OF HEALTH E s. DISTANCE BETWF�1 SEPTIC TANK AND WETLAND, 10W REQUIRED APPROVED: B C A R D 0 F HEALTH S P ro cl4 7rE fv 0 f D)5 _ �'`f �.�/,9 . `L A 20'VARIANCE IS REQUESTED I (h/G r F a vNo). D E CK �� I �O' ���-1 / \ Q)I WELL REGULATION 12 r / 1 , /S T __,___ — 1 �� `� MINIMUM DISTANCES OF WELL FROM LEACHING FACILITY 1S 150' r • I �A. �� �, Q �� I A 2 VARIANCE IS REQUL'S7TD � I- 1' t �9 w.J r Epr1c / q�� .t E � \ � \ � �'�� DATE AGEN1 �° 'Cy I ' ' / PROPOSED SEPTIC P IC DESIGN FOR F w L , / �� JOHN CARBERRY a �\ - ;�4 / \ / aT�` c4J^,.r � PROJECT LOCATION yl- 217 NYES NECK ROAD To` G'�E v L4°>^.- � rr�:,v�r^K- v� BARNSTABLE (CENTERVILLE), MA f LAC i4 CRAIG R- SHORT P.E. r PRQFESSIONAL ENGII�FER a � P. O.BOX 1044 DENNLS,MASS. ROAD 398-8311 02660 -7- ATE / 2/s/QQ SCALE n _ O REVISED JOB N0. j 8`� i / s~ Q a- r U` ; .r LOCATION MAP ` 'sED /���� ! [_SHEET / OF / / �N�, zx 1 5 �% 7 01998 C.R. SHORT, P.E.