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HomeMy WebLinkAbout0192 HARBOR POINT ROAD - Health 192 Harbor Point Road, Barnstable r i TOWN OF BARNSTABLE Cl LOCATION i q J gW100r A6I r1t SEWAGE# JL6 H — ®Z 7 dILLAGE(,,Jm1MrAQpf d ASSESSOR'S MAP&PARCEL r 4-0 INSTALLER'S NAME&PHONE NO. COD@.wi-d-t 1;n4egPf%UcS LLC 509nV7 8b'77 SEPTIC TANK CAPACITY LEACHING FACILITY.(type),_61�A6 (size) NO.OF BEDROOMS 3 / OWNER,a/, :.� a Ga ® ,,L/d PERMIT DATE: 9 `— —A 0 l! COMPLIANCE DATE: � Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility E, 0 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) /V Feet FURNISHED BY C4 A we o6 ;� � , a O t F ' �-�,_�� �-�=�� ��=���� F. �. t } No'. OP 14— 773 Fee&,/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippliLatlon for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair(% Upgrade( ) Abandon( ) A Complete System ❑Individual Components Location Address or Lot No. (cr3. WAR PCILW" Owner's Name,Address and Tel.No. 64iAtAl 4va-b Lill LiAlu. MC150ij kti Assessor's Map/Parcel 3 QO(yC3 pL)!�-r LC g <-04014M01 Inst ller's Name,Address,and Tel.No. 5_0$-q?'7-' 8i8 T) Designer's Name,Address,and Tel.No. d4i0i`=W(DL- FA)TZjaPR/SU ul: L-L)DQA<53:#-)G 1 GIB 1- AIASAIP& !d ( -� S /tr?A9D VQVL Type of Building: Dwelling No.of Bedrooms Lot Size 151 7 20 ± sq.ft. Garbage Grinder( ) Other Type of Building AG:5 Ip y 1'J L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 c) gpd Design flow provided gpd Plan Date $"(a 1 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. CAKC L C* Description of Soil mt;!h ^L,O o gegin n e c/ Nature of Repairs or Alterations(Answer when applicable) (j 34T LC✓ D db o lc 1�0 /o C-C {Q C,04- (L,& C444dOzg w/1"" Date last inspected: Agreement: 4 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. e Date � - ®l Application Approved by Date Application Disapproved b Date for the following reasons Permit No. Date Issued 1 -k/ No. � �` - Fee"" THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppYication for Disposal *pstetn Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. (q), HARJ� 'oaLp(kj> Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 3 R�MMi4Qvi� W ic..c.l ;2 3 CeWIU�20 l Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.Now Type of Building: Dwelling No.of Bedrooms ,, Lot Size ' !PQ ± sq.ft. Garbage Grinder( ) Other Type of Building PC-:9 Opf"'rl ,��No.of Persons Showers( ) Cafeteria( ) Other Fixtures I Design Flow(min.required) 33 o gpd Design flow provided 3�{�a gpd . Plan Date 9—(o 1(� Number of sheets n. �.. Revision Date ,r '~ Title 1- "j"Ane poaxl�b duw&idaiJ0 Size of Septic Tank 54!y Type of S.A.S. SP � l t4 &S ' Description of Soil Ir , Nature of Repairs or Alterations(Answer when applicable) Q/9Tj AS;� ,, (L.L 3 T(L D?r ,14_ T D Ut�1 c ) Q—D OZ 1�6AC ttLC-, G4-4. W&-JZ C' W ITtl Date last inspected:'"­ y � 4 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in L_..._... gn g g P Y 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. S' a Date g Ol ` Application Approved by 4te Date Application Disapproved b Date 'Q for the following reasons z Permit No / lq-- Date Issued THE COMMONWEALTH OF MASSACHUSETTS sSe ' BARNSTABLE,MASSACHUSETTS Ceftificate of Compliance ' j THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) h t' Abandoned( )by Ili at 191 14Karb oK po t i-�� (20949AA QJ has been constructed in accordance p p y � dated with the provisions of Title 5 and for Disposal System Construction Permit No. f t Installer C°AV�`D� b`1U �2��1 ' LLC- Designer 4.0 DP..L4C I #bedrooms Approved de 'flow gpd The issuance of this permit shall /Xeo//Z�,,I a guarantee that the system it funbti de igned.Date Inspector / P }l 4 J r - - ==I � - - - - - -------------------------------- ------Fee-----------a--- No THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE;MASSACHUSETTS-- ­ i Disposal 6pstent Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at 1�� � ,��?019) t— Ij 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 / 1z01 y Approved by 1\ 08/14/2014 12:28 5084775313 ENGINEERING WORKS` PAGE 01 T.6w'n of Barnstable ; Regulatory Services'. t �. Richard V, Scali,Interim Director, BAMNTAI- MASS.�� Public Health; Division 4. tog. � Tbomas McKean, Director 260 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form s' —006 Date: F I� Sewage Permit# A04-'01 73 Assessor's Ma \Parcel 3 - f GL)-e,—M40,en+-e e P(T . :. ;p w �✓����..Q S Designer: jE;l %,g!g g"-06.tl 44% Installer: ! _ Address: 12- W, C.as �X4ddr6s !S3 �oM��c''4 ►.e��-�Qa,� t�''tfe- c�2&yy ✓� QZG�19 On g--�-�ai� �4.��`'` �h 'P���as issued apermit to install a (date) (installer) septic stem at / Z ✓�P'- ^��"' *ea on a design drawn by P Y (address) �J•-e� dated x (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. Strip out'.(if,,required) -vas inspected and the soils. _ were found satisfactory, I certify that the Septic system,referenced above was installed with`iriajol 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. Ship out (if required) was inspected and the soils were found satisfactory, _ I certify that the system referenced above was constructed in'complian� w'th the terms of the RA approval letters (if applicable)' " - '4 y - t N 4 80q { PETER T. all r' ed, WENTEE afore)' CIVIL � -, No,30100 4 ki (Designer's Signature)-- x Designer's PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DYY7SION.. CERTIFICATE' a a OF COMPLIANCE WILL NOT BE ISSUED UNTIL -BOTH THIS FORM AND AS ' BUILT CARD ARE RECEIVED BY TITS BARNSTABLE PUBLIC HEALIH DIVISION, THANK YOU. Q:\8cptic\Dcsiper Certification Form Rev 8.14-13.doc 1 Town of Barnstable pit Departinent of Regulatory Services i ELkRN6"Ae,$, i Public Health Division Date • � MASS re3y ,6� 200 Ain Street,Hyannis MA 02601 A�FII fM't� Date Scheduled Time Fee.Pd. Soil Suita ility Assessment for Se cxg 's osa (7) Performed By:�L I t� U\A�,C. 5� 1 $t-tl2 Wimessed By: LOCATION & GENERAL INFORMATION Location Address I c� Ap ��( Rb. Owner's Name 6 I 13A1RP5 r),(d3C e' /Address P,0 330X. SS 3 Assessor's Map/Parcel: �(� Engineer's Name C406-w t vi;-ep-1 (S ' wC NEW CONSTRUCTION REPAIR Telephone# �Os -4-1-7 —8,�-7-1 Land Use. (45, Ya"4-1 lcl Slopes(%) ~ ! Surface St6nes 0 yT c 20/�S Distances from: Open Water Body >3°o ft " Possible Wet Area�)� ft Drinking Water Well�y ft Drainage Way tom-) ft Property Line L O4 � ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) vrt Parent,material(geologic) �' TAP-1 �—'�epth to-se -ock r �.,Mc S1z y Depth to Groundwater. Standing Water in Hole: t� �6 Weeping from Pit Race re3 Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: _ nag_ Depth Observed standing in obs.hole: _O In, Depth to soil mottles: In. Depth to weeping from side of obs.hole: „AAF in, Groundwater Adjustment Index Well#��- C)t k Reading Date: v(f Index Weil levol AdJ,Actor Adj,Groundwater Level PERCOLATION TEST ;bate 'l,`lina.�, Observation Hole# 5% v-e Time at 4" Depth of Perc y,(T`�� Time at 6" L Start Pre-soak Time Q u��� Time(V-6") End Pre-soak Rate Min./Inch V Site Suitability Assessment: Site Passed�_ Site Failed: Additional 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' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIGIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. ortsi¢tency 46 Orav 11 ( ,--3 k S t✓ n: 7i, 25 L ggz S �. s`i° s13 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consislency, 12-7 b (j . 6 w2 rl to -f E C, 5 L (L DEEP OBSERVATION HOLE LOG Hole# 3- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. U 5`. IC 101/z o c �'► l is (Ls3 DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color soil they Surface(in.) (USDA), (Munsell) Mottling (Structure,Stones',Boulders, Consistency, D 6 5 o a, �o - kl0 C� .sa.,4 awl. DES i32 c3 �.. :6 Flood Insurance Rate Mau: Above 500 year flood boundary No— Yes , Within 500 year boundary No--K Yes within wo year flood boundary No.—^ Yes 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? -� If not,what is the depth of naturally occurring pervious material? . Certification I certify that on . ( (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 t ining,expertise and experience described in 10 CMR 15.017. Signature Date 7 Q:\S4EPT1C.IPERCPORM.DOC Ap TerraFilter,I.I.C. P.O.Box 227 10 Main St. ■ Sturbridge,MA 01566 _ Tel: (508)347.5508 � Hit& (508)347-9857 Fax:(508)347-9857 September 7,2013 Peter McEntee Engineering Works, Inc: 12 W.Crossfield Road Forestdale, MA 02644 RE: Particle Size Analysis (Alternative to Perc Test) 192 Harbor Point Road, Cummaquid, Mass. Dear Peter. Below are the results of the particle size analysis from the sample submitted for the above referenced property. The analysis was performed utilizing the hydrometer method. of Gee & Bauder (1986) in, Methods of Soil Analysis,Part 1. Physical and Mineralogical Methods,2nd Edition. Sand Silt Clay (2.00 to.05mm) (05 to.002mm) (<.002mm) Portion Passing 79.7% 17.3% 3.0% #10 Sieve USDA Soil Textural Classification: Loamy Sand' MA Section 15.243 Soil Classification: . Class I Based upon the DEP's Title 5 Altemative to Percolation Testing Policy for System-Upgrades,the following effluent loading rates apply: Un-compacted Soil 0.66gpolsf Compacted Soil 0.15gpd/sf Should you need additional information, or require further testing services, please.do not hesitate to , contact our office. Sincerely, Mark Farrell,Soil Scientist ©©©aQopQ©pBO�oQaQa© Table 6. Potential water-level rise, in .feet, for . use with index well-Sandwich SDW-252 WATER ZONE A ZONE B ZONE C ZONE D LEVEL 45.9 0.0. 0*.0 0.0 0.0 46.0 0.1 0.2 0.2 0+.'3 46.1 _ 0.2 0.3 ; ' ` 0.4 -0.5 46.2 :;.l0 3' 0.5 0.6, 0.8 46.3 r 0.4 0.6 0.8 1.0. 46.4 0.5' 0.8 1.0 1.3 46.5 - 0.6 0.91' 1.2 1.5' 46. 6 0.7 ; 1.1 1.4 1.8 46.1 1.2 1.6 2.0 4 6.8 ` •1.4 1 8 2.3 D 46.9 1.0 1.5 2.01. 2.5 47.0 1.1 . 1.7 2.2 2.8: 47.1.. . 1:2 /' 1.8 . 2.4 3.0 47.2 1. 3, 2.0n 2.6 3.3 47.3 1.4 2.1, .2.8 3.5 ti 47.4 1.5 2.3 3.0 3'.8 47.5 1.6 2.4 3.2 4.0 . 47. 6 1.7 2.6 '3.4 4.3 47.7 1.8 2.7 3.6 4.5 47 .8 a 1.9. 2.9 3.8 4.8 47 .9 L2�.0� 3.0 4.0 5.0 48.0 2.1 3.2. 4.2 5.3 48.1 2 .2 3.3 4.4 5.5 48.2 2.3 3.5 ; 4.6 5..8___ 48.3 2.4 3.6 . : 4.8 6.0 48.4 2.5 3.8 5.0 6.3 } 48.5 2.6 3.9 5.2 6.5 48.6 - 2.7 4.1 5.4 6.8 48.7 2 .8 4.2. 5.6 ,. 7.0 48.8 2 . 9 4.4 5.8 7.3 48. 9 •3.0 4.5 6.0 7 .5 49.0 3.1 4.7 6.2 7 .8 49.1 3.2 r 4.8 6.4 8.0 99.2 3.3 5.0 t6.6 8.3 49.3 3.4 5.1 6.8 8.5 aces Table 6 in Red , Cad -Cod Commission Page 1 December16, 199. Tec, ical Bulletin 92 001 g R . u APE COD COMMISSION USGS OBSERVATION WELL DATA August 2013 To be used in conjunction with Cape'Cod Commission Technical Bulletin 92-001,4he USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts. The following water level measurements are taken monthly and will be available the last week of each-month. The Bulletin text, forms and maps are available online at: http://www.capecodcommission.org/departments/technicalservices/water/gro6hdwaterlevels` Water Level,Below Well Land Surface Datum Barnstable 230 'N/A* Barnstable 247 ' 23.00 Bourne 198 32.42 Brewster 21 11.25 Chatham 138 24.11 Mashpee 29 7.99 Sandwich 252 .e Sandwich 253 i 47.94 Truro 89 11.44 Wellfleet 17 9.95 * Well to be replaced. TOWN OF BARNSTABLE OIVI SEWAGE# 7-6 3 9 _ VMLACE Ak ASSESSOR'S MAP& LOT 7 J 2-006 A INSTALLER'S NAME&PHONE NO. ► SEPTIC TANK CAPACITY /5-6 O S 14 lei catio 114 i'/ a' +' ` a.e a.+-r�.,► �ew.� LEACHING FACILITY: (type) /(size) NO.OF BEDROOMS BUILDER 0 OWNER C 1�IG PERMIT DATE: 2'/— —? COMPLIANCE DATE: //'A®—f 7 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Y +. �,_ � fir. �'� Ia' �� _ � . .� g4 _ - - � _ _. - - f� � �. A' �y 1 t^ - TOWN OF BARNSTABLE LOCATION �' fy,�_a /�ir�d,;'!'�f' ���e,•�—��SEWAGE # VILLAGE P�V14A C ASSESSOR'S MAP & LOT , INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) _T G0,J— (size) NO. OF BEDROOMS Z- PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 241 /.2 G" - 30 /o00 • a v 1 - Fee No. C-5� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOVl WOF BARNSTABLE, MASSACHUSETTS 01ppfication for.Miopoe;ar *p!5tem Conotruction Permit Application for a Permit to Construct( )Repair(grade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `� w�� ® Owner's Name,Address ,and Tel.No. GV Assessor's Map/ParcelvAftCcv/ *kc s � Installer's Name,Address,and WNol -7 Designer's Name,Address and Tel.No. tc Type of Buil g: - - Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other . Type of Building o. 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 _N►F_L0 i S CQ 9, AGvV Type of S.A.S. Description of Soil 1nA A -s14WC) Nature of Repairs or Alterations(Answer when applicable) :X_'wS-F kS CD S(AC,,.w S e el G L -14-12— n &L-K ,h tn� c,, � Xwycs t_ w` t afN St�eS 4- 101 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 Cod nd not to place the system in operation until a Certifi- cate of Compliance has been issutdly this Board Signed Date Application Approved by Date Application Disapproved for the following reasons `�7- 6 3 ? Date Issued No. 63 4 ;,Fee i THE COMMONWEALTH OF MA�SSACHUSETTS' _'' Entered in computer ' 1. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2ppric'ation fo �Digpozar *potent Conotructiori Mermit ww�, Application for a Permit to Construct O Repair Grade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. \9a 4-baf. wTl Owner's Name,Address,annd Tel.No. n Assessor's Map/Pazcel 52 0"o L Installer's Name,Address,and�No "7�0 - `� Designer's Name,Address and Tel.No. S Type of Buil g: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building R i ko.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 ` W k) t5 6U Ka 0�.✓ Type of S.A.S. Cli pCt't �-v�yCt ti T—Q Description,of Soil 5 Awn ' i Nature of Repairs or Alterations(Answer when applicable) S —rW�1(L 0- L. oa`' SIae /V,/ 1 b/6L.-OF"Kfa C Date last inspected: Agreement: y. - 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 Cods4nd not to place the system in operation until a Certifi- cate of Compliance has been iss this Board Signed Date 1 , Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued ----------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS _ (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded Abandoned( )by at 19 4a"l-�00T PO t U_VN has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construc n Permit No. 4 ' dated Installer ,("is 1 d - C Designer The issuance o ft pertn shcalll not be construed as a guarantee that the syst�11 fuf i s designed.Date ( ' / - Inspectorc f- - �y 4 t --� --c---------------------------Fee 1r, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS =MhOpotal *p! tem Corr.5truction Permit Permission is hereby granted to Cons ct( )Repair( )Upgrade( )Abandon( ) System located at Gc_r-L-D b 'r 96 QAt t` and as described in the above Application for Disposal System ConstructioW Permit. The applicant recognizes 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: - / 7 Approved by . 10/9/97 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. / CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) ) I �l � J��✓ ,hereby certify that the application for disposal works construction permit signed by me dated �' — , concerning the property located at q a— Ucw 0-Y Vc' meets all of the following criteria: C There are no wetlands located within 100 feet of the proposed leaching facility (/• There are no private wells within 150 feet of the proposed septic system 6/- ""There is no increase in flow and/or change in use proposed v• There are no variances requested or needed. "9 if the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation. Please complete the following: A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) 2 2 B)Observed Groundwater Table Elevation(according to Health Division well map) SIGNED: DATE: /�d `I/ LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan,. this plan should be submitted]. r` s q:health folder:cert CC) 0 r , r , r y I A/oT-- .9 LG LR/SujT.9 SLR TOP OF. FOUNDATION -3 eey' ...a�sNAa�.9iz�.v� CONCRETE COVERS [�� Hovc`a 4"CAST 1RON g'r ell OR SCHEDULE 40 4'SCHEDULE 40 P.V.C. (ONLY) 9. MIN . 361 MAX. P.V.C. PIPE IN. � ' PIPE-MI,N• } LEACHING TRENCH (.1-REQUIRED) PITCHI/4 PER.FT PITCH 1/4 PER.FT I/B"-1/2" WASHEDmSTONE_ Z, -- =77 v INVERT INVERT I ��' t RUE,MEE , EL.zz;qo,• SEPTIC TANK INVERT DIST. Z�/ 3/4"—I1/2"WASHED STONP ELAZ ?L BOX EL...:..7. �,• INVERT /.Soc INVERT¢ F RS ... ..... . .. ... GAL.. INVERT FLOW DIFFUSORS INVERT EL.. (23 REQ. ' "%� 6"CRUSHED STONE � 7 7S I t�' 13� L4�� -30 4VTVST� EZ,//.c¢ y Joe' PROR LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM TYPICAL, CROSS SECTION SOIL LOG NO SCALE LEACHING TRENCH • DATE/�Pz!c 3,/�7y,'C TIt.IE .�?:���. nM• NO SCALE TEST HOLE 1 TEST HOLE 2 DESIGN DATA ZO. So ELEV. .? �.?'.. • . ELEV. •.• 9. ,r1iN, y,'„cH D 36 NIAX. i �, NUMBER OF BEDROOMS `� .. . . ENE R aDY2s� 330 GALLONS/DAY ___(_—¢,. 3 ' ''y2�3 � sro TOTAL ESTIMATED FLOW 23 3 .` :>,•g Le%�R`/`y ,r \ B /o y� s/6 2� y , ? 'eq \\ c 3!xf[? SQ.FT./TrtENCH,ZZZ ., tL" zz• C!c� s.r,,a i,`';i r BOTTOM LEACHING AREA ... o c / /8,yC 7 / °y ... . SQ.FT./TREr�CH� 3 4"-II/2"WASHED _., ,'/ Story SIDE LEACHING AREA . . . �6a'o / 7„ � :; CZ• S,4TY3R►rD �;.,/ sRtr+o STONE 9Grr " GARBAGE DISPOSAL . .. . (50% AREA INCREASE) 2,0•78 C 3 %" /G��jyt,rp /z,So G�,�• TOTAL LEACHING AREA . .. . . . �o Y1Z 7/g S.tvo l9,oZ c y� nee, PERCOLATION . RATE .L �`! .��'`F�PER.INCH, /o' ��• 7,98 CZti� LEACHING AREA PER PERCOLATION RATE : `.�0:`f SQ.FT/G,OD � S' D. SA'tD GROUND WATER TABLE .*y2��� /o ya Yl(- u bVA7r7L APPROVED .. . : . . . . . . . •• BOARD OF HEALTH . . Y47 ..WATER ENCOUNTERED DATE ... . . .. . . ... .. . . .. .. . . . . . . . . . . . �'n-a.. , AGENT OR INSPECTOR WITNESSED BY Z `/ EDWF�AR / CDGc/i12/� •BA/?�f!. . BOARD OF HEALTH . . . T. . . Z . . . . K ti`Y , ENGINEER � a1 i • • • / PETITIONER WIZZ./,11P7 /`1GP0A/.9L2>• , - TOWN OF BARNSTABLE q ..:LOCATION O14 SEWAGE # !q 7 <:;.VII)rAGE ASSESSOR'S MAP& LOT ?L 2-0c'4 -..:4NSTALLER'S NAME&PHONE NO. /VI►�7"l�Ii'!T�, :S9PTIC TANK CAPACITY .LEACHING FACILITY: (type) (size) i —NO.OF BEDROOMS ,�( _ y .....:BUILDER O OWNER C G :PERMTTDATE: /I�-'S `T T COMPLIANCE DATE: ��'Io'97 f ;:..Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 A 3�' L3 3 - EXISTING LEACH FIELD LEGEND ' Barnstable APPROX.-FROM RECORD AS-BUILT l/arbor ( ) x 100.98 EXISTING SPOT GRADE vanduzer Rd EXISTING SEPTIC TANK TO BE ABANDONED OR REMOVED IF - (TO REMAIN) FOUND TO BE WITHIN PROPOSED S.eA.S. - 102 -- EXISTING CONTOUR FOOTPRINT (SEE NOTE 11). -{�.H.�� OVERHEAD WIRES N TOP OF TANK=17.40t(I/ERIFY) �M_' k �Ra INV.(oUT)=16.07f(l/ERIFY) EXISTING WATER SERVICE OUTSIDE COR./STOOP � W N°Cbo< P EL.=20.31 G EXISTING GAS SERVICE LOCUS 21.36 TEST PIT x BENCHMARK - CB � 21,18 22,54 \ + o Goy �y9 m Route 6A I � 20.14 / N 55'29'49" E - 4 LOCUS MAP x ( 19;14 164,7j 21.96 TP\1 �& 74 \� o + 1'3 x 18,41-0 GENERAL NOTES: TP-� \ ,T'BM_.1 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 23,78 �� 3 x 1 .42L ^ `� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x3� / OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE x 19.14 / LOCAL RULES AND REGULATIONS. s 23A5 2L08 �1 I J I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE N x DECK BH DECK �J 60' DESIGN ENGINEER. _ I- 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 02420 22,1 �` T x 17,10 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN x M , ..1 ENGINEER BEFORE CONSTRUCTION CONTINUES. �I 2 MBLU 352-006 5. ALL ELEVATIONS BASED ON N.G.V.D. EX/SITNG �,39 1 17 j ; �?1 do W v HOUSE(J192) ,� : I o :� COMBINED AREA=15,780SF - a 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF T.O.F.-23.68E Q:� \ � LA THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF T`f-3 k' '' '- HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1Bo 0 •N,I LOT 82 r� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE . :: . 23.70 _2 22,13 / TP-4 D_1 17.20 6486±S.F. 8, THERE ARE NO ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S. I 22,06 23.27 TBM MFR\� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS Pya 23.32 I -:;? �:I AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE ::.;• .a. // I x� �7NF S �8. DIRECTED BY THE APPROVING AUTHORITIES. 18,30 - ,.::•,• \ 10. 1T;SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY p 22.72 '0' C- - 1 0,> I 22.08 x I {---11'--� LOT 23 2C5t `�C�" THE CONSTRUCT OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING W 20.85 \ ly 16,06 ;.: J 9294fS.F. x 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS x 174,63 \ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND t REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 175.00' �� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE / 08 x 21,21 • ;"+..•..•.:, S 46'52 04 W (. INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. °D \ 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND edge of pavement • 16.82 16.13 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 21.75 9 P J19J9 19,14 PK SET 14. PROPERTY LINES SHOWN ARE TAKEN FROM PLAN ENTITLED "PLAN OF 17,47 LAND IN (CUMMAQUID) BARNSTABLE, MA," TO BE FILED IN THE LAND IX DHW 127 HARBOR POINT ROAD �,�* OF MAS`S9 '" �OOU�T, PREPARED FOR WILLIAM & CAROL McDONALD", DATED JULY 1, OUTSIDE�OR./BOTT. STEP g�Q PETER E PROPOSED SEPTIC SYSTEM UPGRADE PLAN EL.=23.32 M CIVILE N 192 HARBOR POINT ROAD, CUMMAQUID, MA No. 35109 Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 Or O Engineering b FEMA FLOOD DESIGNATION OWNER OF RECORD �ISI����� 9 9 Y SCALE DRAWN JOB. N0. MAP NO. 25001CO559J WILLIAN & CAROL McDONALD Engineering Works, Inc. 1'=20' P.T.M. 202-13 EFFECTIVE DATE: JULY 16, 2014 P.O. BOX 283 NON HAZARD CUMMAQUID, MA 02637 �, l � (l.� 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 8/6/114 P.T.M. 1 Of 2 t { NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 15.5 FOR A DISTANCE OF 15' AROUND THE f SEPTIC TANK PERIMETER►OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER AND COVER INSTALL RISER & COVER OVER ONE CHAMBER(MIN.) SET TO WITHIN 6" OF FINISH AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE T.O.F.=23.68f GRADE AS AN INSPECTION MANHOLE. DECK _ DECK F.G. EL.=22.Of F.G. EL.=19.4f F.G. EL.=18.2t F.G. EL.=18.Of f 20.1' EX/S/TNG L49' L = 17` ® S=1% (MIN.) 0 S=1% (MIN.) rOFE2 �2� '� I 0 i rr. 4"SCH40 PVC 4°SCH40 PVC 6,. MM=EiO® TO 1%2�RDOUBLEB„ ��,�, I w I M 10^ 1a" 6" 12° WASHED STONE EXISITNG 48" LIQUID INV.=16.07f (OR APPROVED FILTER FABRIC) O LEVEL GAS BAFFLE EXISITNG(VERIFY) PROPOSED INV.=15.20 4' 3' - 4� 3/4"-1 1/2" INV.=15.37 D-BOX EFFECTIVE WIDTH -. 11 DOUBLE WASHED H-10 RATED INV.=15.00 STONE USE 5 LC-6 LEACHING CHAMBERS IN SERIES 20.0'�-� EXISTING SEPTIC TANK WITH DOUBLE WASHED STONE-ALL SIDES NOTES: H-20 RATED 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=15.8 -- =BREAKOUT S.A.S. LAY0UZ INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=15.00 E3 E3 E3 O E3 E3 E3 ELEV.=15.5 2) D-BOX SHALL BE SET LEVEL AND TRUE TO E3 E3 E3 EM E3 E3 EM GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=14.00 INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' 5 x 6' = 30' 4' 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL EFFECTIVE LENGTH..-= 38' 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4' (MIN.) ABOVE G.W. r-- 4" KNOCKOUT AS MANUFACTURED BY TL ITE, ZABEL OR EQUAL. ESTIMATED HIGH G.W., EL=9.9 LEACHING SYSTEM SECTION I 20" Ow. COVER = - I I BOTTOM OF LOAMY SAND (Cl) HORIZON, EL.=10.0 _ 14 4' KNOCKOUT " KNOCKOUT M SEPTIC SYSTEM PROFILE I _ L _ -_- 4 KNOCKOUT rn SOIL LOG 72" PLAN VIEW DATE: AUGUST 20,� 2013 (REF.# 14,099) 17-1 DESIGN CRITERIA SOIL EVALUATOR: PETER MCENTEE PE, CSE ---- ---- WITNESS: DONNA MI`ORANDI IRS, CSE ® ® ® 0 ® E3 ® 22" ® 0 NUMBER OF BEDROOMS: 3 BEDROOMS Elev. TP-J Depth 1Elev. TP-4 Depth INVERT I E3 Ea E3 E3 E3 E3 E3I I I SOIL TEXTURAL CLASS: CLASS 1 18.0 A o" 8.0 A o DESIGN PERCOLATION RATE: <5 MIN/IN SANDY LOAM SANDY LOAM 10YR 4/2 10YR 4/2 f 72" 36" (Sieve Analysis, 0.66 GPD SF/ ) 17.3 8" 7.3 8" SIDE VIEW END VIEW DAILY FLOW: 330 GPD B LOAMY SAND B LOAMY SAND DESIGN FLOW: 330 GPD 15.5 10YR 5/6 30" 15.5 1OYR 5/6 30" WIGGIN LC-6, H-20 LOADING GARBAGE GRINDER: NO-AND NOT PERMITTED WITH THIS DESIGN C1 MEDIUM C1 MEDIUM SAMPLED "Cl" FOR LEACHING CHAMBER 10YR 6/4 EXISTING SEPTIC TANK: 1500 GALLON CAPACITY LOAMY SAND I LOAMY SAND SIEVE ANALYSIS 10.0 LEACHING AREA REQUIRED: (330 GPD) = 500.0 SF 10YR s 4 96" N.T.S. .66 GPD/SF C2 96" 10.0 SILT LOAM C2 SILT LOAM 10YR 5/3 1OYR 5/3 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 5 LC-6 LEACHING CHAMBERS IN SERIES 9.9 ADJ. G.W. _ }9•9 ADJ. G.W. - WITH DOUBLE WASHED STONE-ALL SIDES 9.0 C3 STG. G.W. i 108" 9.0 C3 STG. G.W. - 108" 192 HARBOR POINT ROAD, CUMMAQUID, MA SIDEWALL AREA: (1 1.0' + 38.0') x 2 x 1' = 98.0 SF SANDY LOAM SANDY LOAM Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 10YR 5/4 10YR 5/4 BOTTOM AREA: 11.0' x 39.0' = 418.0 SF ( Engineering by: SCALE DRAWN JOB. NO. ............... 516.0 SF 7.0 132" +7.0 132" N.T.S. P.T.M. 202-13 TOTAL AREA:........................................... EClglll@@I'111g WOYk.S', Inc. SIEVE ANALYSIS "C1' HORIZON-CLASS LOAMY SAND 0.66 GPD/SF 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.66 GPD/SF(51 6.0 SF) = 340.5 GPD STANDING G.W. 0 108", ADJUSTMENT SDW 252, UAG 2013 (508) 477-5313 8/6/1 14 P.T.M. 2 Of 2