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HomeMy WebLinkAbout0024 LEONARD ROAD - Health 24 LEONARD ROAD,W. BARNSTABLE A= 136 011 0 f f TOWN OF W u vvyls `cab PERMIT#: 2'00/ 2, LOCATION: 7- o Na v'Al VILLAGE: Sa lvo(�4 zVecA LOT#: - 0 -00 INSTALLER'S AME: D c.e ��e c( v� '" ,9 INSTALLER'S PHONE#: LEACHING FACILITY: e OQ err ,� size NO. OF BEDROOMS: Q BUILDER OR OWNER: f,I,, m l e e l LPdY e PERMIT DATE: j (— Z I — w COMPLIANCE DATE:, Q 3 -a b - 0 �t- f DRAW DIAGRAM ON BACK s e ml © - - 0 y TOWN OF wles �c� ►^ S 1'c¢b ��. V PERMIT LOCATION: VILLAGE: So LOT#: mok , © —00 INSTALLER'S AME: D " /yc` INSTALLER'S PHONE#: LEACHING FACILITY: ( e)j-- 00 �� �r size — IL Lcz NO. OF BEDROOMS: 6 BUILDER OR OWNER: f,'m m t4 v e IV PERMIT DATE: j (— z I — COMPLIANCE DATE: DRAW DIAGRAM ON BACK r G� 0 e Rd. y .4, o. Fee � �V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: (� 100PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Yes 0 ��Z[Ppjita�tion for Migool *p5tem Conotruction i3ermit1_*, W *Complete System ❑Individual Components ApphcaUon for a Permit to Construct( )Repair( )Upgrade )Abandon( ) y po Location Address or Lot No:.?._t,Leolv*-rD Adl & wner's Name,Address and Tel.No. ?ivrl K4"d t',4 nr1'.S Assessor's Map/Parcel 13� ��O Q/ Z e o wki+ ,q /Za Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Or T It / 02�Yy Type of Building: Dwelling No.of Bedroo sa 4196 Lot Size �3,S-(o a sq.ft. Garbage Grinder(Ala) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixture��s// Design Flow 7Ig6 . gallons per day. Calculated daily flow gallons. Plan Date cR '-aG —o / Number of sheets l Revision Date Title Size of Septic Tank f_Tp 10 Type of S.A.S. f -"v Description of Soil Nature of Repairs or Alterations(Answer when applicable) -A-gae_ j,(-' o av f Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss y this B d Signe Date Application Approved by _ Date Application Disapproved for the following reason Permit No. Q vu 0 Date Issued ilk mill:" o. Fee + + THE COMMONWEALTH O'F MASSACHUSETTS Entered in computer: Yes a -PUBLIC HEALTH DIVISION -TOWN'OF BARNSTABLES MASSACHUSETTS W. . ,. ' ZIPprication for MigpoaI 6pgtern Construction Permit n for a Permit to Construct Repair U- rade Abandon Com lete System ❑Individual Components Apphcatto ( ) P ( ) Pg ) ( ) P Y Location Address or Lot No..2�1�,eOA/4,0 Adlgff�t4�0Owner's Name,Address and Tel.No. Assessor's Map/Parcel /f 4 Installer _ A ,�,/'s Name,Address,and Tel.No. f Designer's Name,Address and Tel.No. i�S�a yv ��� -7 30 �V9 I>t Type o BBuil ling: (s� " Dwelling No. of Bedrooms 4 4 Lot Size V 3 S6 O sq. ft. Garbage Grinder(NB) Other Type of Building " No.of Persons Showers( ) Cafeteria(�) Other Fixtures Design Flow gallons per day. Calculated daily flow al`lons. ' Plan Date c3L --Z G -a / Number of sheets / Revision Date ..,�,�2.�,en«�.�r•.'Title Size of Septic Tank /Sb 4 Type of S.A.S. Descriptioq of Soil s L7 fag M r # N,.aatu're of Repairs or Alterations(Answer when applicable) Date last inspected: Y. j Agreement: .. \ The undersigned agrees to ensure the construction and maintenance of the afore described onAite sewage disposal system g. m 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 issupoy this Bo d Signe ; Date Application Approved by I;� l Date Application Disapproved for the following reason (/— Permit No. i Date Issued tWX- ------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS + Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded()e) Abandoned( )by oo5F�2 /,-/ S;On i-7*,, c- at 4-P h constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No, ated Installer s e.S�le Designer The issuance of this permit shall not be construed as a guarantee that the sys will fu Iction as desi ed. Date (} . Inspector / �+ 01 Fee No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mie;pozar bpgtem Conotructton Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )AnFd ,&V ,�^- System located at 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:Constructi n nust a co leted within three years of the date of t Date: Approved by 5 r j F l � � _1=(tea- — ' No.— 6��7 _ Fee------------------- BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication-for Vell Con5tructionpermit Application is hereby made for a permit to Construct Alter (4-<'or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel 77 Owner — Address zz c� Goa __ _— - / a ��-3d- - _''�oG -cf�55 Installer — Driller Address Type of Building j Dwelling= 13-z)Iz-1�_— Other - Type of Building—=- ------ No. of Persons--- Type of Well (f105e : / Capacity Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation unt' Ce-i icate.of has been issued by the Board of Health. Signed ate — Application Approved By � 6 ___ date Application Disapproved for the following reasons: --------- ------ __—_—_ - -- --------- --- ` date -------------- Permit No. w�l� ' -- Issued ------�-�-- $-=�-_ date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered (D61 or Repaired ( ) by-- — - --— -— --— -- — Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector--- ------— —_--_—_____ No.���a .�__ Fee---------- ------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-for Vell CoufstructionPermit Application is hereby made for a permit to Construct , Alter (4-f;or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel /ld Cd �3s -- 0 `ner Address // _ Installer — Driller Address Type of Building Dwelling ,�-2 —-------- Other - Type of Building-= ---- _ No. of Persons--- ___--_--___:__ Type of Well 614SP 2Capacity- Agreement: Purpose of Well----� --—- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until-� Ce i icate of a has been issued by the Board of Health. Signed d — ( /dat Application Approved By L—`� ——_ rr 'i-e/(-)J-_ date Application Disapproved for the following reasons: ------ __� —_ _ .___— ------------ - date Permit No. �` Issued 1"/C) __ date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered (,\/), or Repaired ( ) by--- — __ — — ___- -—--- — ---- I Installer at Cl has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_ _ Inspector--------------______ —_—___—___ -------------- -- ---------------------- _-- ------------� BOARD OF HEALTH TOWN OF BARNSTABLE Ietl Con!5truct ion Permit �f ( J No. f,�� y'Z `__-_` Fee Permission is hereby granted — ----------to Construct ( ), Alter, ), or Repair ( ) an Individual Well at: No. - (0 0 -j— - street as shown on the application for a Well Construction Permit No.- ��7 C �\ - �c -- Dated- 1 I _I I C��___- --------------------- DATE ' - - Board of Health � — Flynn, Judith From: McKean, Thomas Sent: Thursday, December 12, 2019 10:15 AM To: Flynn,Judith Cc: Crocker, Sharon Subject: TIME SENSITIVE/ PUBLIC RECORDS REQUEST/ Request#2019-0376 : New Request Received Judith, Please retrieve the records requested below, photocopy, and scan-in, then e-mail them to me - as built plan septic plan for 24 Leonard Road in West Barnstable. From: foiadirect@townforms.com [mailto:foiadirect(a)townforms.com] Sent: Thursday, December 12, 2019 9:46 AM To: McKean, Thomas Cc: Quirk, Ann Subject: Request# 2019-0376 : New Request Received Town of Barnstable,MA Public Record Request Number:2019-0376 Requester: Alyssa Eagleson Request Date: Thursday, December 12,2019 9:46:20 AM Response Due Date:Friday, December 27, 2019 Request Detail: Looking to request an as built plan septic plan for 24 Leonard Road in West Barnstable. Thanks in advance. Hi Thomas McKean : We just have received a new Public Records Request. The request details are shown above. By design you are receiving this request first. Please evaluate and assign to the proper department and personnel in order to start working on the response. Please click the following link to arrive at your log in screen. https://www.townfonns.com/FOIADirect-BamstableMA/ Thank you. Town of Barnstable FOIADirect Administrator i Please be advised that the Massachusetts Secretary of State considers e-mail to be a public record,and therefore subject to public access under the Massachusetts Public Records Law,M.G.L. c. 66 § 10. "This electronic message and any files attached hereto could contain confidential or privileged information from the Town of Barnstable Board of Health Department. This information is intended to be for the use of the individuals or entities to whom it is addressed only. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of the contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender by reply email and destroy all copies of this message." CAUTION:This email originated from outside of the Town of Barnstable! Do not click link cc so en p attachments or reply, unless you recognize the sender's email address and know the content is safe! 2 I I y, / SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Z� � '� �� l Address of property w ` D, �� �'� d� owner's name {A4- C.bD Z"N)w 4-CRus"Z• OtsX.)."MIL Rb1L NS T N Date of Ins ecticn PART A 13 f' CHECKLIST oil Check if the following have been done: --le"p"umping information was requested of the owner, occupant, and Board of Health. _V�114`one of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period . Large volumes of water have not been introduced into the system recently or as part of this inspection. NA. As built plans have been obtained and examined. Note if they ,are not available with N/A. ; _V""The facility or dwelling was inspected for signs of sewage back-up. V The site was inspected for signs of breakout. All system components, excluding the SAS, have been located on the site. . The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge , depth of scum. _�he size and location of the SAS on the site has been determined based on existing information cr 'approximated by non-intrusive methods. The facility owner (and occupants, if different from owner) were prov: :;ed with information on the proper maintenance of SSDS. 9 10 (b Z j90 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION FLOW CONDITIONS If residential number of bedrooms number of current residents NO garbage grinder, yes or no laundry connected to system, yes or no seasonal use, SoDor no If nonresidential, calculated flow: Water meter readings, if available: �\44TEW-W Y Vl�b(1�1bt.t)IJ Last date of occupancy GENERAL INFORMATION Pumping records and source of information: —LA 0 ks1%t-- - -NO System pumped as part of inspection, yes or no if yes , volume pumped Reason for pumping: Type of system Septic tank/distribution box/soil absorption system Single cesspool !�Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) Approximate age of all components. Date installed, if known. Source of information: tJ1`eA1►l�j b_� Sewage odors..det'cted when arriving at the site, yes or no ` ,f w s- 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SEPTIC TANK (locate on site Flan) depth below grade : material of construction: concrete metal FRP other(explain) dimensions: sludge depth distance from top of sludge to bottom of outlet tee or baffle scum thickness distance from top of scum to top of outlet. tee or baffle distance from bottom of scum to bottom of outlet tee or baffle Comments: _ (recommendation for pumping, condition of inlet and outlet tees or baffles,, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) DISTRIBUTION BOX b1 _ (locate on site plan) depth of liquid level above outlet invert Comments: ' (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, recommendation for repairs, etc. ) PUMP CHAMBER: . (locate on site plan) pumps in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenances, recommendations for maintenance or repairs,etc. ) 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SOIL ABSORPTION SYSTEM (SAS) : o\t+�„�,W (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: �\ v`�6w Type leaching pits and number leaching chambers and number leaching galleries and number - leaching trenches, number, length leaching fields, number, dimensions overflow cesspool, number 1 Ek ;EN Iys 8 1t 910. R i Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs etc. ) CESSPOOLS (locate on site plan) W � s££ 4 number and configuration depth-top of liquid to inlet invert depth of solids layer depth of scum layer dimensions of cesspool materials of construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) PRIVY: (locate on site plan) materials of construction dimensions depth of solids Comments: ` (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) "" 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks ' locate all wells within 100' "p I-tWmwV g 5 loel�w-, LW^� woe-�'�lC�•. or, C),;-vr TW 8' C.1 8' Le5spouL $ pity- Sx� A V 2r�\ow GeSIS. tw P-t TIT Alt 1.1. P _ SS' Tnie;T.C. CO, r C. r PoR�t� 4�P9AC,G ` 4, r LS-owowd DEPTH TO GROUNDWATER —"�� -T. �� r �,p 1 + depth to groundwater method of determination. or approximation: V S�� G?u r�� 3 t# a tL t' g4lew! �t'C.n. '�ia ire. ��►R`�10 0l 3�� 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined", explain why not) N Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface waters? -N-A-tStatic liquid level in the distribution box above outlet invert? NLiquid ,depth in cesspool <6" below invert or available volume< 1/2 day flow? Required pumping 4 times -or .more in the last year7 number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? NIs any portion of the SAS, cesspool- or privy: below - the high groundwater elevation? within 50 feet of a surface water? within . 100 feet of a surface water supply or tributary to a surface water supply? within a Zone I of a public well? within 50 feet of' a bordering vegetated wetland or salt marsh (cesspools and privies only, not the SAS) ? within 50 feet of a private water supply well? less than 100 feet but greater than 50 feet from a private water. supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysis ' fc: ccliforr, bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. 13 t SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION Name of Inspector Ralpb Ojala Company Name Down Cape Consulting Company Address 939 Route 6A, Yarmoutbport, MA 02675 Certification Sta-ement I certify that I have personally inspected the sewage disposal system at this -address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance and repair are consistent with my training and experience in the proper function and maar,tenance of on-site sewage disposal systems. Chec one: I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15. 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. I have deternined that the system fails to protect public health and the environment as defined in 310 CMR 15. 303. The basis for this determin tion is provided in the FAILURE CRITERIA section of this form. Inspector 's Sign ture Date 1� 21_h 31—* Original to systen owner Copies to: Buyer (if applicable) � ¢ •D.G l� Approving authority � : 3 a P a M fw'� Lp LI LA K:.1.3 `� r`._:�L-4� C'.Qlrl.'�7P9ti•f"GT 1 U1J_ �Ji•d'i�►:6.L 6E Iamb G:zaalFo?sa- - „An►� »i�TEI�_,-NTA55.A�Ne:15ET1'S S�'�'6� B4Jcl..n- .� .r{-•G4,,,' - p'� bIMENS �O�JS �JL-a"�bL t. $C YEP71F1,EC] F��(:= —1 �l CAE A_g �O�P►� _ 3_. �.....��--�'J_.!�lc�"1.G l3►'i'��i -N�..vu.GC�11�`i! ..¢i.�•c"a'l-:o.W. ��1 .7 �-_� � I�,i.. _ ._ ................... .. ---" PPiQ;Pa-`.4E t A�Q►Tt O1`;... Jq s�.3Jt j� F f t __ F 4 1.... ..._-_. ... .__.. ......_ - f N } _ r U O 2 -n _ __ _- L M : :_ b 33 ,. .. 5 I. 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P�oPOSED I�DDITION .. ... .... .. .. F 1 SST. FLOOR Pt_AN 6C ALE PP,oP�oSED ADtOt'['1o13fREua KAA1C►A1J 19 PSES►CBNU � wG T e~^V �i MIMLM MA ' f=1P�'7T FLOOPS .PLAtJ F,�PI+fLW►-I SAY DWI( A-M.I.rl►G 4l 1.l►6N ILZ Cl-2.00p r� •w(GAP Q.ALu yTtgc. • U j I NEW Z o :L00 TDECK :.tt.• -'I u I. 'f I I' I` ' is u \r•r`-n'' tcc> • ,I��II I �� f 'i•' is d I�jl!!! Pg�2± oo F--- _.-_--- ---- — ws.w`l�J 0 b t O -- _....— , 0 '- ---- -- - -- -- --- - - -- - -- _.. h GL04 TcT _-- J N _ _ ........._._ .. ... ..... -- -- .S'KUEEWw.l - O `.. � ? .may•-• 22.�- �}'' J I. ALL GON�iTF`.UGTI oN •jNA\—t•- �E tt�i G04-1FOR.MA►JC_C `N�THC MA::4C•►t.l�l',"'i 1 STATE >✓u��olt•aC� Gout= A*tp ALA LAGA\. z. At_L t7tMEI.aSN$ E St•<P.LL L'.c.VP.Ir;tG IO L.•r T'1:� C-fV./wt t:.FS�j A>vt� CEhtl_I+A'_ is 342-0' F:' ESi�;.ti:kmcN StCOND . FLOOF PLAN - ,:i• _. - Fponas�f. At✓GIl I r•I•a f F.t i:-,v�>lt..^.0 ; K,At,ICi t At.t:� P.1_rS t UC•NCE I :1's A..MIGtI►.�tF-WI:_Z- oA-M * ELEVATIONS*�' vm& SITE w SYSTEM COMPONE � •�. ,• S". MW'S7• LOT 26 _a� SEPTIC TANK COVER �` O LONE: RF '.-� ' Purnw •ram 1. TOP FOUNDATION................................................... 40.72 (VISIBLE AT GRADE) ` � LAB / SETBACKS: COME 4 BEDROOMS O 110 GPD = 440 GPD 2. INVERT Of PIPE AT FOUNDA7ION.......................... 38•22 FRONT - 30' SIDES - 15' SEPTIC TANK = 1.500 GALLONS om 3. INVERT OF PIPES AT SEPTIC TANK INLET........... 37.45 � a REAR - 15' PROPOSED WELL 150' FROM PROPOSED LEACHING FIELD v SAND. MAP 37. L07 f9 `G`/ � FRONTAGE - 150' NO GARBAGE DISPOSAL � LOT 9 AREA 3,560 S.F. .i' 4. INVERT OF PIPE OF SEPTIC TANK OUTLET........... 37.20 �P� SIZE.OF LEACH FIELD REQUIRED: SANG. MAP 57.LOT 25 Q`( DESIGN PERC RATE. 2 MIN/INCH ROM GA 5. INVERT OF PIPE AT D-BOX INLET........................32.89 �J EDGE OF LEACHING Q�/ ` FEMA FLOOD ZONE C REQ'D AREA = 440/0.75 586.7 S.F. Q �Y 6. INVERT OF PIPE AT D-BOX OUTLET:....................32.72 FIELD (PER OWNER) ` PANEL /25 00010011 D AA - ((8.5' X 5)+3'+3'+1) (5.2'+3'+3'+1) = 603.9 S.F. HL� WELL IN FRONT ON PROPOSED WELL (AREAS 0 MINIMAL FLOODING erow pw Kw wAv 7. INVERT OF PIPE AT GALLEY.................................. 32.59 FAR SIDE (>150) OUTSIDE 500 YEAR FLOOD ZONE) EFFECTIVE LENGTH = 48.5' � ►U R• 8. BOTTOM OF GALLEY.............................................. 30.59 EFFECTIVE WIDTH 11.2' GENERAL NO 2 . CD-15 f. THE SYSTEM COMPONENTS AND CONSTRUC710N 9. BOTTOM OF AGGREGATE........................................ 30.59 Q RS" - SHALL BE IN ACCORDANCE WIN THE STATE OF (17.09' ABOVE MAX. ADJ. GROUNDWATER) / ` • MASSACHUSETTS SANITARY CODE 1)ltf 5 AND LOCAL 10. BOTTOM OF QVERDIG........................................... 21.50 EX. PLUMBING TO BE PIPED UNDER WORK UNIT LINE �� �j' BOARD OF HEALTH REGULA BONS HOUSE TO OPQSEO SEPTIC TANK, �jd'��y 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO *LOCATED ON SECTION & PROFILE EXISTING PE TO 8E ABANDONED / ` WORK OMIT LINE CONSTRUCTION AND BE RESPONSIBLE *'BENCHMARK - TOP OF FOUNDATION = 40.72 (NGVD) . ��, ' UNDERGROUND UTlU7'IES FOR ALL N. CD-14 Esc sue" SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED O/ O 3 ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. FAX. WELL 1-,- EXISTING CESSPOOLS TO BE 4. PIPING slrau BE SCHEDULE 40 PVC. BELOW 32.59 IT SHALL BE REMOVED & REPLACED � �h � ( PUMPED, RACKET WITH WITH A 5' OVERDIG PER TITLE 5 REGULATIONS �cy \ y PER OWNER) BENCHMARK: \ 1 / ___- -� E . ABA CLEAN Flu AND ABANDONED 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING RIGHT CORNER \ \ \ -/ IN PLACE UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ES11MA 1ED HIGH GROUNDWATER CALCULATION OF FRONT STEP. \ 1 t � f-�� • (USGS/CCC METHOD) EL.=40.11 (NGVD) \ O�\0 ____- UNDER DRIVEWAYS INDEX WELL: ,� SDW-252 ZONE.--A-- -- r e - - f 3 Aso S LOT & 6. CONTRACTOR SHAD. WATER TEST D-BOX FOR DATE OF READING: 3 27 00 DEPTH TO GROUNDWATER: 47.37 _-r- --- LEVELNESS GROUNDWATER LEVEL ADJUSTMENT' 1.5 \\ \ 0 r/ '0 BARN. AIAP 136, LOT 11-1 7. ANY ALTERAAONS OF THIS DESIGN SHALL BE ACTUAL GROUNDWATER LEVEL O SITE: EL <12.00 \\ Q� �- ESTlMA TEO (MAX) HIGH GROUNDWATER LEVEL: EL <13.50 I / _ r _Qo__ --' NEW FARMERS PORCH Tworffr P e,EA£EN M. xwouaas APPROVED /N WRITING BY THE ENGINEER AND BOARD OF / t r- '� - `f'F` PROPOSED •4 0,320 S.F HEALTH. H. --. ......:............ ..x it •.,.., _.p��- DECK 8. PROPOSED WELL SHALL BE INSTALLED PER LOCAL SOUL TEST LOGS 1 / - AO ::.. \ �` BOARD OF HEALTH REGULATIONS AND NEW ENGLAND SOIL TEST LOG - o ;. . .. �� . WELL DRILLERS ASSOCIATION GUIDELINES P-9702 P-9703 ,� // / r - :, :,, ,, ,,yam O''= \ �� EXISTING STRUCTURE 9. ALL CONSTRUCTION ACTIVITIES WILL BE 1N Tp_3 1P-1 7P-2 I /' , .'.'.'..'.'...'.'...'.'.'.'..'. Tr !` (SHOWN WITH SHADING) ACCORDANCE IMTN THE ORDER OF CONDIAONS TO BE DEPTH HORIZON DEPTH HORIZON DEPTH HORIZON i / 1 / / /' Q. \ \\ \ GRADE _ £L. 31.50 / � ISSUED BY THE LOCAL CONSERVATION COMMISSION, GRADE = EL. 34.50 GRADE = EL. 30.00 " i 1 ! % ,' ry' \ \ . CE \\ CD-t 2 °" on ° LOT 4 1 I / / . .....:':•:':':':':':':':'::::':•:' 'o' \ \ \ \ , ', LO LEGEND: ORGANICS AT 0 1 / 1 I JUNIPER I ` .. J.'.'. \ \ \ \ \ \ " LOT BOUNDARY ORGAN/CS AT 0 ORGANICS AT O/A SURFACE. sue. MAP LOT 27 1 I l 1 \ .� ' ..... '� \ \ \ \ ' w WATER SURFACE, SURFACE ........ Q\� \ \ \ \ •\ \ \ GAS WINDBLOWN SAND WINDBLOWN SAN l ! 1 1 \ \ \ \ \ \ \ . a LOAMY SAND BELOW 1 �`� ..' \\ \ \ \ \ \\\\ \ \ '�• ELECTRIC, CABLE TV BELOWBELOW I OYR5/3 /l I I 1 l / 1 '`�•� \ \ \�a \ \ \ \ \ h� ----- T TELEPHONE 10YR5/3 » 10YR3/3 18" / 1 � / �-.,� � �`� � ...'.':::.•'. c ��., \ \\ \\ � \ \ \ \\ \ n---- EXISTING CONTOURS 32" 10 \ / \ a \ \ \ \ \ j PROPOSED CONTOURS LOAMY SAND I I / � �° \ •• \ / .. .....1 .. f �� � \ \ \ \ LOAMY SAND A SANDY LOAN @w A . I 1 �►' \ \\ \ �� '�y%•:•;•:•;• ;... \ \\ \ \ \ch X1 \ \ \ \ \ \ LIMIT OF OVERDIG " IOYR3/4 IOYR4/3 24" 10YR3/4 ��� rP FND j / % i 1 \�� \\ \� , / : .'.'.'.'.'.'. �1�,'`- \\ \ \ \\ \ \x\\ \\ \ \\ \\ \\ \\ STABLE 4' ---------- LIMIT OF LEACH FIELD 44 " \ / / \ \ \\ / : ..•,.•. �'' \ \ DNDE L OPED LAND) WORK UNfT/EROSfON CONTROL 21 SILT LOAM Bw , / / \ \ \ i `�, > i i. 1 1 t t \ 1 1 I 1 1 \ CB/OH FND ( / BARRIER SILT LOAM 8w 2.5Y5/4 © `.� :• :.'.'.. r .�1 I t i 1 1 t I t 1 1 t 2,5Y5/4 SILT LOAM CI » / `' / /' \\ •'\ \\ \ �`. .'.'.'.'.'.'.'' I F I t 1 1 I 1 1 1 1 I 1 1 I '-- `` -- TREE • 36 57" FIRM SILT LOAM. C1 / � '�•� \\ \ \\ ��-- ~ .. :.'.'...'.'.'' / -''' -•20- 4'�` -- _ SILT LOAM Ct 2.5Y5/3 FlRN \ \ \ `~ :••••• �I,/'� - 1` » » ` // /// \\ `� \\ \ ~1`\ .1'" // i 1 1 1 j N t \ i\ 11 \I j j /�rrr ^-�18. _ `S S, CD-1 CD-2 COASTAL DUNE DELINEATION \ \ \ \ / 11 I l 1 \ 1 1 I r--- --- -- r O-- -Q FIRM 168 -_ ` - 2.5Y6 2 " 2.5Y6/2 / / 1 \ \\ \, \ �.-'' � /' 1 I f f I t t 11 1 \ 1 \ \ ` 1 1 /,- _ `_ _- 5 E` BY ENSR ON 5111100 / 168 I 1 I \ \\ ' + i :.'' / // 1 I ' 1 I 1 \ \ \ 1 1 \ 1 \ I I I 1 ,--::�" -----4� -_` "`'1 EDGE OF CLEARING 15s" >�lEo/uM ro c2 c2 LOT �3B / ' _--_____ __ -.�_'�' "_1 \' -- \\ ��..-'' // •/\ f 1 1 1 1 1 i 1 i \ \ \ t \ 1 t 1 1 -- 150' WELL SETBACK MEDIUM TO \ ► ► 1 \ / / // �'' 1 1 \ \ \ \ t 1 � / MEDIUM TO C2 COARSE SAND COARSE SAND sANo. MAP 51, Lor z4 \ 1 1 t 1 1 \ / // / / \ I t 1 \ \ ; \ \ \ \ \ ' \ \ 1 1 1 1 r ------------- _-16- `-- W GRAVEL & / FO \ I 1\ // / / / I 1 \ / / ,' i 1 1 \ \ t 1 \ i \ \ t \ \ 1 t 1 I .� TP-3 PERC TEST NUMBER & LOCATION COARSE SAND / 2.5Y6/4 �� I 1 __ / , r,l, 1 \ 1 t 1 \ \� ��\ \ \ \ 1 r------------- COBBLES - / \ ,� / , / 1 1 , ;. I 1 1 \ 1 1 \ I 1 Y 1 1 / _ 2.5Y6 4 p� \ \ /- 1 \ \ \ 1 - 2.5Y7/3 \ 1 / / / \�� / / ���° -�a/ \ 1 \ 1 \ 1 \ 1 \ \ \ \ \ \ 1 1 \ 1 r --- CB G' \ JUNI ER / / '� \ // // �"'� \ \\ I 1 \ \ \ \ \ 1 'a, \\ \ \ 1 /---- -_- 1 / \ // /DH FND 210" 2t 6 CD- SOIL J` /' SOIL TEST CONDUCTED ON 4/11/00 TESTS CONDUCTED ON 3116100 (TP-1) AND /L 0 T 13A BY CA EST C J.CONDDOYLUCTED P.E. 4/11/00 (TP-2) eARN YAP 1sQ LOT fo •\ / / \ / • �� // - ! \\ \ \ \ \ ; \ \ 1 1 a \ \ y 1\ \\ \ \ \\ \ \ \ // / /' / WITNESSED BY BARNSTABLE BOH BY CAROLYN J. DOYLE. P.E. '-~ ``~ t \ t \ \ \ \ \ \ \ \ / / / WITNESSED..BY BARNSTABLE BOH �� / \ \ \ \ t \ \ \ I ` \\ \ � / __ ./�./ i . WORK IT LINE AGENT DONNA MIORANDi�o tS� I � \ /i' �/' �/' �� _---r �.--r i \\\ \ \ �1 \\ 1 11 \ \1 \ \\. .\ \ \ \\ � \ •�` .�' .'\'b` /� i/ AGENT DONNA M10RAN0l NO GROUNDWATER OBSERVED AT 210 / EX. LEACHING PIT / : NO GROUNDWATER OBSERVED AT 216 (EL. 12.00) (EL. 17.00) (WELL 1N REAR OF / � // /'`r- \ / // .ry �"'.-� •� • /' /�-J � \\ \ \ \ \ \. _.i < N1N INCH AT 156" PERC RATE <2 MIN/INCH AT 168" IN TP-J / HOUSE, >150') \ ! - \ \ \ 1 1 \ \ \ \ \ `�- PERC RATE 2 / / l \ ... ,, / \ \ \ \ \ \ \ � \ \ (ASSUMED) AND TP-2 (ASSUMED) '. / -/ �•�• / /\\I le 1 NOTE. PERC TEST BEGUN ON 3116100 & ABORTED DUE TO EQUIPMENT BREAKDOWN. RESUMED ON c \ `- y / �/ I I `'� \ �\ \ \ \ \ \ �p \ \ \ 1 \ \ \ - / k! `-_ �� / \ t \ \ \ \ \ \�� \ \ � \ \ \ 1 \ \ \ 'STAKE SET // /. _ Yam. _ // w 4/11/00 -•+ecs• ,c,.. / 1 .1 \ \ �\ \ \� \ \� \\ \\ \ \ 1 1 \\ \\\ EL.=29.6 {NGVf1} /' � �/ `�,` // i \\ \\ \\ \\ \\ \,� \� \\ \ \ \i 1 1 \ ♦ \\ //� �/ i�; • 5'OVERDIG ` d / / / a '�, ' ' . 5 - 500 GALLON PRECAST CONCRETE • \' / / 5 OVEROlG / // / \ ,p \ \ \\ \ I 1 1 { i 1 \ \ \\ \\ GALLEYS 8'6" X 5'2" EACH MIN. 3 TOPSOIL / _ / =, t \ ` O +` SURROUNDED WITH 3 CR. STONE ► _ FILL (FM -OF TOPSOIL /'/ , FAO ;ice/,f \ \\ \ •\\ \;?\\?Sr\\\\````\`\\'. \\ \,, •.-r ORGANIC MATERIAL & a ` `` BOULDERS, IN COMPLIANCE y ;'��; \ ;' ,, •- \ \s . \ WITH 310 CMR 15.255(3)). P / , ` \ \ . ` �. \ \ COMPACT TO 901i; DRY \ // �o• /� \ \ ??• \ \\ \t 1 TY / O \ \ I / / 2 LAYER OF 1/8-1/2 CkDH FNO� \„► �• %� ;' 9 G ;: /�/ // //'/ l j I 1 ! j j 1 ! j / t\ r `� DOUBLE WASHED STONE �a� - -_ 'P a �' . . / / / 1 - 8Ar11/. YAP 136, LOT 12 .t•- 7 \ \\ \` �di ✓�, ' -'3p��` �/�' � i�8 .,, r / � /l (LwoEVELOPEo) •'� O.Q •• \ \ \� �� ' 1_,11 9 // // / / / / l / j / / BARN. YAP 136. LOT 13 • 3' 8 NNuEVELar?Eal } LOT 6 __- -//•'�` 3/4-1 1/2" DOUBLE r o EX. CESSPOOL -f BARN MAP 136. LOT 9 WASHED STONE �,. `I I ` \ ,' -' / % " \ L 7 1.�3 34 t' �' ; • " 9 JO TOP CONC. BND. \\ �- i 1 /- /// / //�`L6 i // / % / / i/ \\ ,00 -S.F. yA•S3• EL.-32.8 (NGVD) / rI. `4 r/ R BARN. MAP 1,36 SECTION A - A 1 �+ +w 1 \ \ ,' ,' U.P. o f • o i ® \. 1 \ 1 �, /, ': / �/ ' / ; cl 1 PARCEL 11 -2 fit" TYPICAL SEC77ON NOT TO SCALE ` Oc� \ A4 1�� \ 1 \ / // /' / �". C NOTES FOR SEPTIC TANKS: EX, CESSPOOL 1 � •' Gc 1 1` \ \ '\ V CCf-2 \ \ 00VUE 1. INLET TEE SHALL EXTEND A MIN. OF 10" BELOW THE FLOW UNE. �r \ \ \ \ \ /le 2. OUTLET TEE SHALL BE PROVIDED PER THE TABLE BELOW. LIQUID DEPTH IN SEPITG TANK DEPTH OF OUTLET TEE BELOW FLOW LINE 4 FEET 14 INCHES 1 \ \�\ \\ \\ \\ \ 1 �,/ /i' ' "' 1 I 1 1: PROPOSED WELL 5 FEET 19 INCHES ,i ; 1 \\ \\ \\ �\ ' 1 / // i , t 6 FEET 24 INCHES 1 ► \ \ \ \ i 1 / , l� 1 7 FEET 29 INCHES 8 FEET 34 INCHES ; 1 1 1 �t \ \\ 1 1 1 `` ' O SOLID 4" PVC, S=0.021 (WESTERLY CONNECTION) 6,�05 REVISIONS: S=0.039 (EASTERLY CONNECTION) 2" LAYER OF 1/8" - 1/2" DOUBLE WASHED STONE ABOVE GALLEYS QLIMIT OF WORK//E�ROS10N CONTROL BARRIER RISER TO WITHIN 12" OF GRADE, TYP. t it j t t \\ j t \ n\ \ BENCHMARK USZD. 133(TOWN) EL.=53.2 RR SPl J REVISED - 5/5/Ot SOLID PVC. FIRST 2' TO BE l 1 \ 1 8 CEDAR TREE, EAST SIDE OF SANDY NECK OPP. ©LIMIT OF WORKIEROS10N CONTROL BARRIER 1 SOLID 4" PVC. S=0.063 LEVEL. REST AT S=0.005 1t 1 11 i t\ 1i ; 1 j tGI�RM SHAw Sr.,Sl:, 6' NORTH:OF POLE �679/1 & ADDITION R V1SED - 10/15/OJ 1 1 N TITLE: SEPTIC SYSTEM REPAIR DESIGN 1 ` ; \\\ \ \ tl GE pk ��,�`n+of"'4Ssq 24 LEONARD ROAD, W. BARNSTABLE, MA TERRY ���, 2 _----__--•- o 0 0 :., EX WELL �••��' ; \ NN OWNER: TIMOTHY & EILEEN KANDIANIS o t� t� o 0 0 '► \ 1 WARNER `� 3 o c o 0 0 0 ��.5` \ ► P\0 No.38721ff24 LEONARD ROAD, W. BARNSTABLE, MA 02665 r 42.6' 3' f �� �. \ RCJ ENGINEERING LO D-BOX DB-9 BY SHOREYj so' G� S C 449 ROUTE 130, SUITE 13 - CONCRETE PRODUCTS OR 8 1� SEPTIC TANK EQUAL, PROVIDE FLOW ��� 1 BARN• AuP 138.LOT sz j l0/ SANDWICH. MA 02563 H-10 RA77=0 LEVEUORS ON OUTLET I ��1 �1 PIPES 0 20 40 1 (508) 888-4975 A� MAP: 136 PROVIDE GAS BAFFLE • ��t PROPOSED SEP77C SYSTEM - PROFILE - '•..� BARN. YAP /36. Lon 14-2 PARCEL:* 11-001 NOT TO SCALE SCALE: 1%- 20' DATE: 2/26/01 SCALE: AS SHOWN •`.• SURVEY BY' TERRY A. WARNER, PLS DWG: CJ140 2 - FHARMCK MA 508 432-8309 / 4LENARD.DWG SHEET 1 OF 1 i BURNING DES CRIT LOCUS: SITE E SYSTEM COMPONENTS* ELEVATIONS** - - SAND. MAP 57. VOT 26 PUMNG SEPTIC TANK COVER �` ZONE: RF DESIGN FLOW. TILLAGE , CIRCLE 1. TOP FOUNDATiON................................................... 40.72 (VISIBLE AT GRADE) �� SETBACKS: 4 BEDROOMS ® 110 GPO = 440 GPD ; FRONT - 30' SEPTIC TANK = 1,5 GALLONS 2. INVERT OF PIPE AT FOUNDATION......................... 38.22 j SIDES - 15 PROPOSED WELL 15 ' FROM PROPOSED LEACHING FIELD oE�as / REAR - 15 NO GARBAGE DISPO L 3. INVERT OF PIPES AT SEPTIC TANK INLET............ 37.45 , •' SAND. MAP S7, LOT 1s �/ �/ FRONTAGE - 1;50' �•G�' LOT 9 �� AREA - 43,560 S.F. SIZE OF LEACH FiEL REQUIRED: 4. INVERT OF PIPE OF SEPTIC TANK OUTLET........... 37.20 SAND. MAP 57, LOT 25 DESIGN PERC RATE: 2MIN/INCH ►F 5. INVERT OF PIPE AT D-BOX INLET.................. 3Y•8g REQ'D AREA = 440 0.75 = 586.7 S.F. HOLW"Y ••••• �\j FEMA FL000 ZONE C � EDGE OF LEACHING r �� 6. INVERT OF PIPE AT D-BOX OUTLET.................... 32.72 FIELD (PER OWNER) 1 PANEL #25000100 t 10 AA ((8.5' X 5)+ '+3'+1) (5.2'+3'+3'+1) = 603.9 S.F. i PROPOSED WELL (AREAS OF MINIMAL FL010DiNGE HaL HILLAROS POW HAY WAY WELL IN FRONT ON OUTSIDE 500 YEAR FLOM ZONE) EFFECTIVE' LENGTH 48.5' 7. INVERT OF PiPE AT GALLEY.................................. 32.59 FAR SIDE (>150') / EFFECTIVE WIDTH = 11.2' GENERAL NOTES: 8. BOTTOM OF GALLEY.............................................. 30.59 I. THE SYSTEM COMPONENTS AND CONSTRUCTION • �CD-15 R► SHALL BE IN ACCORDANCE WITH THE STATE OF 9. BOTTOM OF AGGREGATE.................................. 30.59 S. MASSACHUSETTS SANITARY CODE TITLE 5, AND LOCAL (17.09' ABOVE MAX. ADJ. GROUNDWATER) / t'� � t„> � BOARD OF HEALTH REGULA TlONS. 10. BOTTOM OF OVERDIG........................................... 21.50 EX. PLUMBING TO BE PIPED UNDER / WORK LIMIT UNE A> �tS HOUSE TO OPOSED SEPTIC TANK, �+. 41 2. CONTRACTOR SHALL N077FY DIG-SAFE PRIOR TO EXISTING PE TO BE ABANDONED pn� / WORK LIMIT LINECONSTRUCTION AND BE RESPONSIBLE FOR ALL ''LOCATED ON SECTION & PROFILE UNDERGROUND UTILITIES. "BENCHMARK = TOP OF FOUNDATION 40.72 (NGVD) CO-14 ad UNSUITABLE MATERIAL 8E ENCOUNTERED J. ELEVATIONS ARE BASED ON BENCHMARK AS SHOIMV. SHOULD UX. WELL "` BELOW 32.59 IT SHALL BE REMOVED & REPLACED '13 ��h• ± (PER OWNER) I EXSSTING CESSPOOLS TO BE 4. PIPING SHALL BE SCHEDULE 40 PVC. WITH A 5' OVERDIG PER TITLE 5 REGULATIONS I PUMPED. BACKFILLED WITH BENCHMARK: �\ \\ �.34---"'�` +CLEAN FILL AND ABANDONED 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING RIGHT CORNER \ IfN PLACE UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ESTIMATED HIGH GROUNDWATER CALCULATION OF FRONT STEP, \\ \ 11 ___ (USGS/CCC METHOD) EL.=40.11 (NGVD) \ ; �; &\�� --- \ UNDER DRI VEWA YS. INDEX WELL: # SDW-252 ZONE: A / \\ 1 �vp ,- 0 "- " !3 so, sE L O r 8 6. CONTRACTOR SHALL WATER TEST D-BOX FOR DATE OF READING: 3 27 00 DEPTH TO GROUNDWATER: 4 Z 37 \ Q p ----- -- LEVELNESS. GROUNDWATER LEVEL ADJUSTMENT: 1.5 7. ANY ALTERA77ONS OF THIS DESIGN SHALL BE ACTUAL GROUNDWATER LEVEL 0 SITE.' EL <12.00 \ \ \ Q�" � •o. "" EARN. NAP 136, LOT 11-1 I \ \- 3 I _ ___ - NEW EARNERS PORCH BARN, P. 1 EILLOT 1M.1 KANow�s APPROVED IN WRI77NG BY THE ENGINEER AND BOARD OF ES77MA TED (MAX) HIGH GROUNDWATER LEVEL: EL <13.50 / / 1 ,�"" ,- �+ HEALTH. / I F� _ PROPOSED 4 0,320 S.F. "� ' 8. PROPOSED WELL SHALL BE INSTALLED PER LOCAL � .. . . .. . . ... �.'.'. . . . . DECK I h ... . ... . .. �o>r . . . . . - �- ` BOARD OF HEALTH REGULA7IONS AND NEW ENGLAND 'C IF' '' ' ' ' 'f- .P o \ ,C , WELL DRILLERS ASSOCIATfON GUIDELINES. SOfL TEST LOG SOIL TEST LOGS 1 / _ •� --" ��„ C) / ' o'y 'A. . .. . . . \ 9. ALL CONSTRUCTION AC77VITIES WILL BE /N P-9702 P-9703 11 ,/' !/ ' .'.....'.'.'.'.'.'.'.'. . . .. . ... . . .. ` \ \ \ <` EHHOWN WITH a ACCORDANCE WITH THE ORDER OF CONDITIONS TO BE TP-3 TP-i TP-2 ! , / �' \ ( ) ISSUED BY THE LOCAL CONSERVA77ON COMMISSION. DEPTH HORIZON DEPTH HORIZON DEPTH HORIZON J ��0 ..,...'.'. ' \ \\ . GRADE = EL. 34.50 GRADE = EL. 30.00 »GRADE = EL. 31.50 I /"' 1 I ! ! : :.: : . : : � » l ' l % ,. . .. ry .:. . \ \ .aGti \\ \ . CO-12 LEGEND: °" ° ° LOT 4 { I �,. . : :: : : :: : : { I I JUNIPER I :. OJ.'.'. \� \ \ \ \ \ • w LOT BOUNDARY ORGANICS AT 0 ORGANICS AT O oT 27 t ' ' • \ \ c ELECTRIC CABLE TV SANG. NAP s7, t � � � \ \ •\ GAS ORGANICS AT 0/A SURFACE. I I I I \ QJ� \ \ \ \ ,\ \ \ i SURFACE. SURFACE, WINDBLOWN SAN I I I i I \ \ \ \ \ \ \ \ �� .� c c , WINDBLOWN SANELOAMY SAND BELOW i I / { i .'.'.'.' . .. . ..'. `` \\ \ \ \\ \\\\\\ \ \ ��' Q� j ----- ----- TELEPHONE " �OYRS 3BELOW i . . •• • I `^ � \ �\ \ \ \ \ \ 'h 20 EXISTING CONTOURS 32 / 10. 1OYR3/3 t8„ 10YR5/3 / I % % \ ` I �\_`\ `// .````` '.. .// '. o \\ \\ `\\ 16 \ \ \\\\ \\\\`\ \ J LIMIT OF OVERDfG \ \ \ ' \ �0 n PROPOSED CONTOURS Q' ---------- LIMIT OF LEACH FIELD ` ' ./ _ LOAMY SAND A LOAMY SAND A SANDY LOAN Bw 1oYR3 4 �� ' , � � ' �',. \\• \\ \`• ��. .. . . . F . . . `�''+. \\ \\ \ \`c �� \\ \\ \ \ \\ \\ OWN OF BARNSTABLE / l / I \ WORK UNIT/EROSION CONTROL / 10YR4/3 tP FND 3I 24 ! / / ! i �� \ i \ \ \ 44" __ \ :.'.'.'. . .' I 1 \ \ \ \\ \ \ \ C8/DH FND /'(UNDEVELOPED �ANO) BARRIER » SILT LOAM Bw / ! /' / \ \ �/ SILT LOAN Bw 2.5Y5/4 / \ . \ \ (p G+ ` Y� I \ '20 21 \ \ \ \ 9 I i I t t 1 1 t I I { I \ i" __ _ TREE 2.5Y5/4 T AN /' \\ \ \ :. . .. r -. /,- SIL LO . ci \ I {57 FIRM SILT LOAM. Cl / �' \\ - \ \ \ --' , \ 1 1 I I 1 i \ \ 1 1 / S78 , CD-1 CO-2COASTAL DUNE DELINEATION SILT LOAN C1 2.5Y5/3 F1RN \ \ ' � --------- - 5 (}_ . . -�FiRM 168" / \ - _ S E BY ENSR ON 5/11/00 2.5Y6 2 / \ \ \ \ \ \ / / � I I 1 I t \ \ \ \ \ \\ \ \ I i I ! `'r T _ EDGE OF CLEARING 2.5Y6/2 168" i \ \ 1 .-'" i I ' i 1 1 \ \ \ \ \ \ I ` - i I -'' ' I _1 1 \ \ \ \ \ \ \ \ 1 11 1 t , -------- -- _�" -16--- ``� 150' WELL SETBACK { 156" p 1 1 --. 1 ��., �� �� �- i I 1 \ 1 \ : \ \ 1 1 1 ii' /MEDIUM UM TO C2 MEDIUM TO C2 L 0 T �38 \ I 1 1 1 I \ \ / / \ I I 1 \ 1 \ 1 \ \ \ \ 1 \ \ 1\ 1/► i r ------- _-_ -____ - ________ TP-3 PERC TEST NUMBER & LOCATION COARSE SAND f \ I \ \ \ \ \ \ 1 a= MEDIUM TO C2 COARSE SAND SAND. uAP s 1. LOT 2+' �. \ \ / -- --- '---`- COARSE SAND / 2.5Y6/4 �. - --- W GRAVEL & !�, ! L y l 1 \ \\ \ 1 II - --__ 2.5Y6/4 COBBLES o i \ \J / �0 - ' \ \ \ \ \ \ \ \ \ \ 1 r`- - ------ \ CB/DH FND 2.5Y7/3 / .c \\ I ,JUNI /, __ 210" 216" 216" / G� \\\ % ,!' \\ yQ \\ // /' i /' , Co- CONDUCTED 3' \\ \\ \\ \\ \'>p ` SOIL TESTS CONDUCTED ON 3116100 (TP-1) AND A 0 T ,3A 1 TEST ON 4 11 00 SOIL / / 4 11/00 (TP-2} BARN. MAP u6. LOT 10 BY CAROLYN J. DOYLE, P.E. / > \ ., n'r. R YN J. DOYLE, P.E. >_ ..�.,,. IT.L .. <� .� a_ \ \ WITNESSED BY BARNSTABLE B �,�. I WITNESSED BY BARNSTABLE BOH AGENT GONNA M10RAND1 - AGENT`DONNA N/ORANDI ' \ \ \ \ \ \ 1 1 t \ \ \ \ \ \ \ • \ � - � ��/ _ __. _ .�( • • i \^ : .PIT NO GROUNDWATER OBSERVED AT 210" '-EX. LEACHING ,S (EL. 17.00) NO GROUNDWATER OBSERVED AT 216" (EL. 12.00) (WELL IN REAR OF ! / I-__, _ _ +� • ,/ _ \\ \ \ \ \ \\ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ ..- /�� �, < MIN INCH AT i 68" IN TP-1 HOUSE. >150') ! 1 \ _ _ MIN INCH AT 156 PERC RATE 2 / f - _ PERC RATE 2 / t -` 34' AND TP-2 (ASSUMED) / \ 77 CD-8 (ASSUMED) 1 _ NOTE: PERC TEST BEGUN ON 3/16/00 & ABORTED o _ - -____ .• 1 1 �\ \ \\ �� \ \ ?p\ \\ \\ \I \ \ \ -1TAKE S �' �' DUE TO EQUIPMENT BREAKDOWN, RESUMED oNi' \\ �\ \\ ♦ \\ \ �, \ \ \ \ \ I \ \ \\ EL.=29.6 (NGVi7} �' 4111100 `. 5'OVERDIG �/ V / !/ ---' �i' ��' �,' '.'�,• \\ \��\ \\ \�\ \\ \\ 1 1 ' 1 i \ \\ \\\ \\ \\\ /i 0 ��j 5 - 500 GALLON PRECAST CONCRETE 5 OVERDIG ^ " TOPSOIL / GALLEYS, 8'6" X 5'2" EACH, I r' _ \ \ ,MIN. 3 �� CD- \ \ \\�\ \\ \� \ \ \ to I Q � SURROUNDED WITH 3' CR. STONE O 1 --' ' ---- •- Pg '' '~ 7 \ \ \ ERE.- TOP Cr) ` / / ' ORGANIC MATERIAL & ' a ` r �� , ��Q��,�. ;' / ,' � � �� `?6::A�:���, �� ��:� ;. �'' BOULDERS, 1N COMPLIANCE ' ��' ` .' ,• \ \ \ \ • \ `\ \ MTH 310 CMR 15.255(3)). P� \: t 'o _ - -¢ '', - - COMPACT TO 90% DRY � -T'' �0 ••" CD'� /' �' / ��•� � \ \ \ I / DENSITY QO\�G _` // i'' a ' / ' J� ! / \`_ - . (UNDSARNEVELOPED) AMP �36 LOT �2 2" LAYER OF 1/8-1/2 C, OH FND\ \ ��� p / a �`, ' '� G� ' �." 1 (LMJDEVELOPEO) DOUBLE WASHED STONE \\ \ \\\ 10 TP \i 30 qs �' /' i'' ' ! / ! W EVELOPEO, LOT 13 3• 5.2 3' \ 1 I LOT 6 { ► ' ; - ,! ' / , \ 3� 3/4-1 1/2" DOUBLE EX. CESSPOOL BARN. MAP 135. LOT a \\ I ' I TP-1\ CD-5// ,/ ! , / / j o I \ L 7 i 3 4 �, \ WASHED STONE 9 `' \ `I ; \ `\ - ' ' / !!/ i ; i" `\ L �483.3 TOP CONC. BND. \4 , "O D- S.F. R 10 EL.=32.8 (NGVD) \ { - �, \ �� \ \ \\ ► ?8 -__,- ,/ .,�' _",, ' !/' ,' !% ; BA N, MAP 136 U.P. sEcnoN A - A PARCEL 11 -2 �N of TYPICAL SECTION �a�� \\\ \\ o �a= \\ \\\ \ \� /'' /'' i/ �� ,. c 3i'' �' �' /'� '� \\, LYN NOT TO SCALE ` \ O. \ \ \ \ / / / / , ! / , ,. \ _ CAR(. /C /2 ! \ \ J. NOT S FOR SEPTIC TANKS: EX. CESSPOOL I �, i` \\ \ \\ \\ // / �/� { J \ \ [XyY1F 1. INLET TEE SHALL EXTEND A MIN. OF 10" BELOW THE FLOW LINE. \ \ 2. OUTLET TEE SHALL BE PROVIDED PER THE TABLE BELOW. 1 \ LIQUID DEPTH IN SEPTIC TANK OFP1T� OF OUTLET TEE BELOW FLOW UNE \ \ \ \ \ \ / \ / / /� ` 1 \ 1 I \ 1 ROPOSED WELL / 4 FEET 14 INCHES 1 \ \ \ \ \ \ ► / ,/ ,/ t I 5 FEET 19 INCHES 6 FEET 24 INCHES 7 FEET 29 INCHES 8 FEET 34 INCHES t 1 t 1 \ \ \ 1\ 1 I 15 0 SOLD 4" PVC. S=0.021 (WESTERLY CONNECTION) REVI SIGN$: S=0.039 (EASTERLY CONNECTION) 2" LAYER OF 1/8" - 1/2" DOUBLE 1 I 1 I I \\ N 1\ \ \ QLIMIT OF WORK//EEROSION CONTROL BARRIER f WASHED STONE ABOVE GALLEYS t 1 1 1 1 \ \ \ \ i BENCHMARK USED: 133(TOWN) EL.= 3.20 RR SPi N REVISED - 5/5/01 RISER TO IMTHIN 12 OF GRADE, TYP. 't 1 1 1 1 \ 1 \ \ 8" CEDAR TREE, EAST SIDE OF SANDY NECK OPP. QLIMIT OF WORK/EROSION CONTROL BARRIER SOLID PVC, FIRST 2' TO BE 1 t \\ \\ i \ \\\ NG/��M SHAW ST., 6' NORTH OF POLE #679 1 & ADDITION REEVISED - 10115101 1 SOLID 4" PVC, S=0.063 LEVEL, REST AT S=0.005 t 1 ; \\ \ QA TITLE: SEPTIC SYSTEM REPAIR DESIGN pFr �\zHOFMass9�y 24 LEONARD ROAD. W. BARNSTABLE, MA o=ya G t•, 1 1 \ \ \ E TERRY sF� 0 0 o EX. WELL 1 �` 1 \ \ \ o ANN N OWNER: TIMOTHY & EILEEN KANDlANIS 2 1 •� \ \ \ WARNER 24 LEONARD ROAD, W. BARNSTABLE, MA 0266 • 4 ` aaa aao .i 4 No.38721 ,p , ��, CJ ENGINEERING 3 aaa aaa : 1 ► Q 9 �O 51 72 42N �� .2s , ` L+�`�D 449 ROUTE 130, SUITE 13 D-Box DB-9 BY SHOREY ►� I \ \ SANDWICH, MA 02563 �.. -� CONCRETE PRODUCTS OR 8 O• 1 ,V BARN. MAP 136, LOT 52 SEPTIC TANK EQUAL, PROVIDE FLOW 1 \ � �� f� 0/ (508) 888-4975 ON OUTLET LEVIELLORS MAP: 136 PARCEL: f 1-001 H-10 RATED PIPES 0 20 40 J,[ PROVIDE GAS BAFFLE PROPOSED SEPTIC SYSTEM - PROFILE ••�\ BARN. MAP 1,36. LOT >4-2 SCALE: 1"= 20' DALE: 2/26/Ot SCALE: AS SHOWN • �1•• SURVEY BY. TERRY A. WARNER, PLS j NOT TO SCALE HARWICH, MA 508 432-8309 DWG: CJ140/24LENARD.OWG SHEET 1 OF 1 , r ; I