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HomeMy WebLinkAbout0021 REDWING LANE - Health (2) Redwing Lane Barnstable 313 -c�j e-V K/ t 1/55 .2 Cr fit' fuL to i N F... Cape Environmental Associates P.O. Box 335 C West Dennis, MA 02670-0335 e (508) 394-5803 a March 14, 1995 Barnstable Board of Health Barnstable Town Offices 367 Main Street Hyannis, MA 02601 Reference: Munsell, Lot 5 Redwing Lane, Barnstable Request for septic design approval Dear Board Members: Relative to the application of David Munsell to construct a septic system for a single family dwelling; a public hearing was held to request variances from two regulations: one, a local regulation which requires a minimum four feet depth of naturally occurring pervious soil below the area of the leaching facility and, a Title V regulation requiring a percolation test. The hearing was continued to perform additional site work in order to eliminate the need for the variance requests. Of the four new test holes excavated on January 12, 1995 two showed the required four feet of naturally occurring permeable soil. Also, a percolation test was performed which indicated a four minute per inch percolation rate. i The revised plan shows the septic system redesigned as follows: The leaching facilit;has been relocated in the area of the approved test hole. The width of the field has been reduced to 12 feet to conform with Section 1.18 of the Barnstable Board of Health Regulations. Also, the edge of the resource area on the western side of the property has been redefined and confirmed by the Conservation Administrator on site. As revised, the leaching facility is located a minimum of 142 feet from the top of ditch. A pipe, which runs under Redwing Lane and the accessway to the Munsell site, drains a wetland on an abutting property. The end of the pipe broke off and the applicant hand dug a small ditch to direct the flow of water down the slope, as it had flowed when the pipe was in place. This small ditch and culvert would be considered a watercourse under the strict interpretation of the definition: specifically, an intermittent stream. Consequently, a Barnstable regulation requires that the leaching facility be located a minimum of 100 feet from the ditch and culvert. From a practical position,the setback need not be applied in this situation. The intent of the 100 foot setback is to mitigate for the interest of pollution in resource areas. The culvert and ditch drain up-gradient wetlands but, where the watercourse intersects with the 100 foot setback of the Munsell leaching facility, the water merely flows over the surface of uplands and does not directly discharge into a resource area. There is no wetland down-gradient of the culvert and ditch to be affected by pollution from the septic system. Even with the closer proximity of the,ditch to the leach field, there will be no infiltration of leachate into the ditch. Most of the ditch is culverted, with the exception of a twenty foot section that was hand dug after the end of the pipe broke off. Moreover, the leaching facility is proposed to be constructed between elevations 24.0 and 25.0. The pipe and ditch are located at elevations 34.6, 34.2 and 33.8, significantly higher than the field. The leachate will not flow upward and cannot contaminate the water flowing in the ditch. We request one of two actions: either a variance be granted from the regulation requiring a 100 foot setback from the leaching facility to the ditch(58' from the leach field and 69' from the reserve); or, that a determination be made that the ditch and culvert are not considered a watercourse, no variance is required and a disposal works permit be issued. Please schedule a time for this matter on the March 21, 1995 public hearing. If you have any questions or comments, I can be reached at (508)394-5803. Yours truly, '7 4 . Lynne Whiting Hamlyn 1 Environmental Consultant cc: Jack Landers-Cauley, PE David Munsell Pyo%THE Toy` TOWN OF BARNSTABLE 4 3 9 OFFICE OF HAH39TSHL BOARD OF HEALTH °oe,i639' `em 367 MAIN STREET QED MA'( April 11, 1995 HYANNIS, MASS.02601 David Munsell Box 431 Barnstable,MA 02630 RE: Lot 5 Redwing Lane,Barnstable Dear Mr.Munsell: You are granted a variance from the Board of Health Regulation 1.13 which requires a minimum 100 feet separation distance between a soil absorption system and a water course. The variance allows you to install an onsite sewage disposal system at Lot 5 Redwing Lane,Barnstable with the following conditions: (1) The designing engineer shall revise the plans to meet all the plans specifications detailed in 310 CMR 15.00 including the location of the percolation test(s)and water line. The plan must also show the proposed culvert and vent. The reserve area shall be relocated away from the proposed primary area. In addition,the septic tank must be elevated. (2) The dwelling shall contain no more than three(3)bedrooms. Office rooms,dens, sleeping lofts,and similar-type rooms are considered as bedrooms according to DER (3) The designing engineer shall supervise construction of the onsite sewage disposal system and certify in writing to the Board that the system was installed in strict accordance with the revised plan dated April 1995. (4) The applicant must remit$100(one hundred dollars)along with the required revised plans in order to obtain a disposal works construction permit within 45 days of the submitted disposal works construction permit application form(submitted March 29, 1995). The variance is granted because it is unlikely that any wastewater effluent from the soil absorption system will enter the watercourse due to the elevation and flow path of the watercourse. It is the opinion of the Board of Health that the installation of a septic system in conformance with the State Environmental Code and all other Board of Health Regulations will not adversely effect the quality of the watercourse. Sincerely yours, Vl.� Pusan S. Chairperson Board of Health Town of Barnstable SGR/bcs munselld ti —06-95 WED 01 :48 AM JOHN S. DALE, ESQUIRE 508 790 1786 P. 01 Op THE P .� The Town .of Barnstable b Department of Health Sac,+y and Environmental Services p>Fb Buildiocy Division 367 Main Street,Hyatuiis MA 02601 Office: 508-790-6227 Ralph Crossen Pax: 508-790-6230 Building Commissioner 4i J G' November 30, 1995 . Mr. John S.Dale,Attorney At Law P O Box 894 Hyannis,MA 02601-0894 Re: Property of Mun,sell Lot#5-Barnstable Village(off Red Wing Lane) Dear Attorney Dale: In answer to your letter of November 15, 1995,please be advised that the.15' "way"is not legal frontage and,as such,carulot create buildability for lot#A(Lot 5). Frontage must be on a public way,a private way found to be adequate by the PIanning Board,or a way in existence prior to the adoption of the Subdivision Control Law. The way on this plan does not meet any of these tests and,therefore,could never be considered f.ontage. Sincerely; v C� Ralph M. Crossen Builduig Commissioner =.� RbtG/lutt S S r� ' TOWN OF BARNSTABLE �pF THE Taw ewP�♦� OFFICE OF ? Bsaa9TeBL$ i BOARD OF HEALTH MASS - 0o 019. � 167 MAIN STREET CFO MPY�' April 11, 1995 HYANNIS, MASS.02601 David Muns�fi e Box 431 Barnstable,MA 02630 RE: Lot 5 Redwing Lane,Barnstable Dear Mr.Munsell: You are granted a yari`ance from the Board of Health Regulation 1.13 which requires a minimum I019 feet separation distance between a soil absorption system Lad a water course. The variance allows you`to install an onsite sewage disposal system at Lot 5 RA—,wing Lane,Barnstable with the following conditions: (1) The designing engineer shall revise the plans to meet all the plans specifications detailed in 310 CMR 15.00 including the location of the percolation test(s)and water line. The plan must also show the proposed culvert and vent. The reserve area shaLbe relocated away from the proposed pimar"ycareq. In addition,the septic tank must be elevated. (2) The dwelling shall contain no more than three(3)bedrooms. Office rooms,dens, sleeping lofts,and similar-type rooms are considered as bedrooms according to DEP. (3) The designing engineer shall supervise construction of the onsite sewage disposal system and certify in writing to the Board that the system was installed in strict accordance with the revised plan dated April 1995. (4) The applicant must remit$100(one hundred dollars)along with the required revised plans in order to obtain a disposal works construction permit within 45 days of the submitted disposal works construction permit application form(submitted March 29, 1995). a The variance is granted because it is unlikely that any wastewater effluent from the soil absorption system will enter the watercourse due to the elevation and flow path,of the watercourse. It is the opinion of the Board of Health that the installation of aseptic system n conformance with the State Environmental Code and all other Board of Health Regulations will nct adversely effect the quality of the watercourse. i Sincerely yours, Pusan4Qt9&.'S. Chairperson a '� Board of Health Town.of Barnstable SGR/bcs munselld f No. ........... Fxs....../!v- ...._ THE COMMONWEALTH OF MASSACHUSETTS O ag BOARD OF HEALTH ow/ .........----....OF.......... .............................. -•------. fa,`...."'rrp -Vol, Appliral.iou for Disposal Works Cnl nstrnrt *t9 1995 N Application is hereby made for a Permit to Construct (i- ror Repair ( ) a ividu ispo- System at: •-••--------• - --- - --.......................................... .......... :.....----It•------ Location-Address --•or Lot N -------D�, �.....---/ .0 ---•----------------------------------------- ----- d fax__ 1. .... ... 3_0 ner Address a .._........ /.................. ------•-••------------------ ----•------- � Installer Address l � �A Q Type of Building Size Lot___`_t_'____5______________Sq. feet U Dwelling—No. of Bedrooms.......... .............................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building __..... No. of persons............................ Showers a YP g -------------•-•----- P ( ) — Cafeteria ( ) Otherfixtures ..................................................-............................................................. .< g . W Design Flow.._.....././Q.:........................gallons per meson per day. Total daily flow_3 :.75- 'O gallons. WSeptic Tank—Liquid capacity/'.S4ogallons Length-----/t..... Width...6......... Diameter---------------- Depth.4'.IFFF. x Disposal Trench—No.........J........... Width....... Total Length_... Total leaching area____ .......sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ­�r- Dosing tank ( ) '-' Percolation Test Results Performed by.......1oA /....._ Date...... ............ a minutes per inch Depth of Test Pit - __--- Depth to ground water----I _e PF.�µ6C'q Test Pit No3At_.._.�:..___. P P � P �' �--{ -. / (i, Test Pit No. I----------------minutes per inch Depth of Test Pit....../5....-_-. Depth to ground water----Ah&- 4------- '& T .1 3A..... =-tZ:5.tl.�eu►�_ _d=r.``1----12. `-1.�_ _1aY �' � ODescription of Soil...�(e_:�+-:l�_�'ruY_..T.i s..................................................................................-----------...-•------ ^ / r W ---- f 1...._.P G.�r_..__4A._--A_^_�:_'�Z t..L4�fE!!Z...�T!L� 7 �__?.' f O:�_.��ft�.�14L.�..�©` �I-15,_� LV�!A(�A{�• ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------•---------------------------------------------------------------------------•-••-------•------•-•--------------------------------------•----------------------------------------------......._.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of J.- 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. --- Signed........-----------•- -----------------------•- - - --- _----. .....-- •------ ------- Application Approved By------. --------- •..-_...+ - . `s - ........ Date Application Disapproved for the following reasons:-------•-------•----...--•-••----•--------------------------------------------------------------•---------...--- -••------------------------------------------------------•-----------•---•-------•-......----••--•------•..--•-----------------•-----------------•-- ---- ------ -•--- 1 � ` 1 Permit No....... .......•--..... Issued.... .-- -�-- -- -------------------------- � THE COMMONWEALTH OF MASSACHUSETTS MAR 2 9 1995 BOARD OF HEALTH 71>�7GFC.� lE ...®wn/...................OF............ ! LS A.e..................................... �! 16V7ND61[ Tntifiratr of T-ampliFanrr THIS IS TO CERTIFY, That the Individual Sewage DisRA al System constructed Installer at ... 0 1 --- ---- --- has been installed in accordance with the provisions of TIT E 5 of The State Sanitary Code as de4cribed in the application for Disposal Works Construction Permit No.j�r.._:1D.3.,,9........... dated........51_15 __5---------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS 9q .� BOARD OF HEALTH / No...l... .__/ ..........l.Ow..A,(.................OF.........../3APNI s4'. .1`� .................................... FEE...../ 0...... Diop o s al or�0 Tnnt ion uti� Permission is hereby granted.-----B.,0. �/ ._ ... ?'(------------------••---•---....---.......---•--. to Construct ( )<or Repair ) n Individual.Sewage Disposal. ystem at No..---- • ----•--.- 1 - ` Street n as shown on the application for Disposal Works Construction Permit No.T ated....... ------------------------------------•--------•--------------•---------------•------------...---•--••---- Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS No......................... Fm:B...............---•-••-_..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..........!....2... ........... AVVliraation for Disposal Works Tonstratrtion Vvrrmtit Application is hereby made for a Permit to Construct (✓f or Repair ( } an Individual Sewage Disposal System at: Location.Address or Lot 1o. `_ _.. t ✓ .....................:.......:.B�V +.::.....................................................L ! .................................................. / � } Owner Address W Installer Address UType of Building Size Lot..`.-4... ..__..___Sq. feet t-, Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers W YP g ---------------------------- P ( ) — Cafeteria ( ) dOther fixtures ----------------------------------•-----------.....-------------------------------------------------------------------......--------....._.....----- W Design Flow.........z�iK2.........................gallons per pemen per day. Total daily flow..' v�...%-6-_ _`' .......gallons. R4 Septic Tank—Liquid capacity�_ -'-?gallons Length.....!....... Width---&......... Diameter................ Depth.`L,�:`..=,- x Disposal Trench—No. --------I........... Width.._....Lt�._.._.. Total Length.... Z._: ._.. Total leaching area----�--R......sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( —r_ Dosing tank ( ) aPercolation Test Results Performed by......... z^:�> Cy r:�_:.L.a. Date......�'.L7.:.'i_ . a Test Pit No-X.....6}:______minutes per inch Depth of Test Pit IzLY...... Depth to ground water ��.... ...;�_l':..a_CPG` _RA...... �:: S g/G>:s• , shams -,-_L_� O Test Pit No. minutes per inch Depth of Test Pit---___�._.......... Depth to round water..... Descriptionof Soil... ..........................................................-............................................... W .._..��-.-.�.�.....q'w.- .._...`!_Q.-..!�_....L_._?.' ._moo..............................t.?..'/L?>_r... 't-:? :f_._l.a.fr:_T. /�_....v.__.-i`�..57_r�4`!_ i�l�L�• ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ •------------ ----------------------------------------------------------------------------------••••----------------------------------------------------------------------------•----•------._....------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'T T , p 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. ,� Signed................................... - L...� Z 9 e S ------------------------------- Date Application Approved By---- Date Application Disapproved for the following reasons--------------------------------------------------------•--------------------•-----------------------------•-•-- --------------------------------------------•------•--------.............-•------•-••••••------•-------..._...............-----•-•---------------------------•------------------••---------•------------. Date PermitNo.......................................................- Issued....................................................... D tz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......c)u�+ ...................OF............ r ............................................................ Tntifieaatr of Toanpliaanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.................................................................................................................................................................................................... Installer at...................................................................................................................................................................................................... has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated........................I........................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................•--.................-------•••••......•-••••-••••-----•• Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No......................... FEE........................ Disposal Works Tonotration Upautit Permissionis hereby granted.......................------------•------•--.------------------------------......--------------....-----.......-----...............-••-...._ to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... .........---•--•...............•-....---------------- Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS 1 flu. TOWN OF BARNSTABLE your c v* DATE March 20, 1995 #.,0 OFFICE of FEE fAlIl7TIfIL BOARD OF HEALTH RECEIVED BY � reir. 367 MAIN STREET IIYANNIS,MASS.02601 vK�111�CE R9U�8T g011[ PrtF9' sar Tt? i TIF, SCHEDULED BOARD OF HEALTH MEETING. C r T'. NAME OF APPLICANT David Munsell TEL. N0362-4043 ADDRESS OF APPLICANT P.O. Box 431 , Barnstable, MA 02630 NAME OF OWNER OF PROPERTY same SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER AM 318 , P 3-1 LOCATION OF REQUEST Lot 5 Redwing Lane, Barnstable SIZE 'OF LOT 44540+- SQ.FT WETLANDS WITHIN 200 FT.YESXX VARIANCE FROM REGULATION(List Regulation) NO Town of Barnstable Regulation 1 . 13 requires a 100 foot setback from a watercourse. REASON FOR VARIANCE(May attach if more space is needed) see letter to Board of Health from Cape Environmental Associates dated March 14, 1995 . PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL BRIAN R. GRADY? R.S. r CHAIRMAN SUSAN G. RASK, R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE 99 1:..� O * W FEB. .. �V No.... ...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH J�? Orun�..................OF.......... ... �..... Appliration for Uiipooal Workii Tontitrnrt V t9 1996 N Application is hereby made for a Permit to Construct (✓T-or Repair ( ) a ividu ispo System at: �/ VP Lz?.!....5....._..l .t?.h1 j.1 fit. �^'�rlt=............... ^! �!�B` ..,1�... ....... Location-Address or Lot ti DA✓!7� lYIG[JSjr`L—. ... d.. �X._ 31...-- ..n_ST..... Winer Address .......... J Installer Address ............�.................. 4� PQy� 4. Type of Building p ( ) Size Lot.........-................Sq.( j U Dwelling—No. of Bedrooms......_.._�-�.......................... Showers ( ) — Cafeteria ( ) Other—Type of Building No. of persons Expansion Attic Garbage Grinder g --------------------------- dOther fixtures ---•----•-------•--•----•---------- -•------------------------•------ -----....---••----..------..;.......-----....•---•---•-.............. W Design Flow......... ..........................gallons per Ve"en per day. Total daily flow.3�/.-._Z4.=__'�1...--..gallons. P; Septic Tank—Liquid'capacity/.!�f?gallons Length.....!/...._. Width...( ......... Diameter................ Depth_ '_GF.F. W Disposal Trench--No. ........J_.......... Width.......)......... Total Length.... Total leaching area....A.5P.......sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( t-)' Dosing tank ( ) '-' Percolation Test Results Performed by....... ......ZY-W-P64 ... ....ivef !_.P Date......!"_1. .=.gS........_. '4 minutes per inch Depth of Test Pit_.../Y 4.._... De th to ound water....e.S_.1,,_�/� nc�iC> ,� Test Pit i\io3�t._..._ _...._ P gr { Test Pit No. ...............minutes per inch Depth of Test Pit------/5.__..... Depth to ground water.... JA P P -' pr _...T��.��:�....3f.�.L..Cr_.._.1�.:_s._tLrtzEu.►�_ .ra----..1-------------• �---:�.----.S..N...Y....�gA_...�. ODescription of Sail... s........................................................................................................... VT f1r� .......4A._...o—5�:- �r AeA,,...gr-«r 6=�-'�o:_ :_.S�wjxt .T.ri - �.cz.�nt�yU/4R- W ------------------------------------------------•------------........-------------•-•...-•---•-------•------•-•--------------------•-------------.......--•--------------•......--•••---------....---•-- VNature of Repairs or Alterations—Answer when applicable............................................................................................... ..........................................-..................................•..........................•............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with IT the provisions of .�:1E 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. Signed ..... .._. 3-2 9�9 A lication Approved B L✓K=`�?' /,7t /� / .. `S ... /Da! PP PP y-------- Application Disapproved for the following reasons-............................................................-•-------------•--................................ j�t 1---- Permit No........T- . � ....�( Issued j ....... .. .... �f/ .� r THE COMMONWEALTH OF MASSACHUSETTS MAR. 2 9 1995 BOARD OF HEALTH 1DYd1� • Tow ...................oF............ a!l Ar.`aj7... : .... ....... ►6W1H06�[ CIrr#if iratr of Tomplittnrr THIS IISR TO CERTIFY, Tjiat the Individual Sewage Disp al System constr by ...... ------ _......._. ucted ( t ) G- G d� .....................................................•-----•-•-•-. �=. �t`L��'' -�x�.x-cam---..7."----------- Installer at........................... = has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code V de• ribed in the application for Disposal Works Construction Permit No.-j..C---/Z)3.,Y............ dated........S .-,�•�- S............... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..............•----...............---.......................---•-------•--...... Inspector................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 9�^ �3�........ lt>/ .................OF...........173A.(Lea/.-�i.A�4-6.................................... /�0 No....!J ` / FEE........ ............ i3iiiVoiial work (ton #rurtion r mit Permission is hereby granted......B.a..k- ................................................ to Construct ( X-or Repair ) n Individual Sewage Disposal ystem ce � .. Street / (� / as shown on the application for Disposal Works Construction Permit No. a. lllated.._.... ,//... - ----- .. ...........................•---...................._.._.........------•-••------------...........--_----- Board of Health DATE................................................................................. FORM 1255 HOBBS & WARREN, INC.• PUBLISHERS York 'o r� aleto 6if, U"� h!� ✓e"1'Se �G�r[Cwgo- 5 ' j B/CtS YY��'�� Y�1W YY�iI'TFiG�VY� FOR v l -DATES TIME to� P.M. M LLPHNE�- 0 R�TtJRNEd::; Yf)UR CALL' AREA CODE, NUMBER EXTENSION GE M ��., niversal 48002 NOTES'' 1 .1 All r 1 I 1 p/I ►'1.C2� vPU�siaag uGcd�Q.y F. GATE 2.3 TIME rA + P.M. OF PHONE Yf3UR CALL,' AREA CODE NUMBER EXTENSION,. ' PL€ 5 CALL: ME_SSAG wt c L CAfUI€ t! 1is1YkIVTS Tfl SIGNED 48002 F 00 00 T , No................_....... .. .. ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 ................o F . •t� -----------------------•..--.....::. �EIV a`� ' ApplirFa#ion for UiiposFai Marko Tonstrnrtion Niff 2 1995 Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual $g7a�ispo 0 System at s --- - .....----.. ..... ................ ............................................. -.. _. Location- ddre 1 No. Al I Owner Address W Installer Address .... ......Type of Building oo Size Lot..�7..J��dSq. feet U Dwelling—No. of Bedrooms---•-:3............... ..__.Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures -----------------------------------:.. .-----•-•-•----------•------------------------------- W Design Flow.......I.�0...................�.......gallons per ero day. Total daily flow_3 � � .i( f�......... Mons. 9 Septic Tank—Liquid capacity/ D6..gallons Length.....�_r�_...... Width..... Diameter................ Depth.... ��'' Disposal Trench—No. ........I.......... Width....ik......... Total Length.15'15.._..... Total leaching area-_"' ......sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box (� Dosing tank ( ) '-' Percolation Test Result Performed by.._ � _ s.. fe.J lam_.. ��:.. Date......-(1�5�s................. Test Pit No. ----- --------minutes per inch Depth of Test Pit....?8a. ....... epth to ground water.... De 44 Test Pit No.,t................mi utes per inch Depth of Test Pit..._1 _•-....._.. Depth to ground water._/�l:me........... a . t Description of Soil... �4:� -=�'-i--------------------------------------- ----------- ------------------- - t [¢c`�y. •--•�11.,-----? - �Q�� " :�� .4- W ----•------•--------------------------------•------•--•-•-------------------------. --.....-•-••-......---- ------------ ..1 . ---• -----....----• ............----••......---- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ------------------------------------------------•------------•-----------------------.............----------------------------- ............................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL% 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance been issued by the board of health. Signe .--- ,.� ...................:_ Date ApplicationApproved By.................................................................................................. ---•-•-•-•--•-- •• ---- Application Disapproved for the following reasons-------------------------------------------------------------------------•--••- •-• ..................... PermitNo......................................................... Issued-----------------------• .......................... D MAR 2+2 1995 co THE COMMONWEALTH OF MASSACHUSETTS Ir BOARD OF HEALTH ...................oF...e_lw`t r.S'1:0.. if.,............-•----..................... Trrtifiratr of Tomptinnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by-------------------------------------------------------------------------------------------------- ----------------------------------------•---------------------.-.----•-•----------=--------••- Installer at..................................................................................................................................................................................................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated-.---------------------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........[4.1.�.).r.�........I......OF. .G..�fJ. ..... ... ........................................ No......................... FEE........................ Disposal Workv Tonotr ion anttt Permissionis hereby granted...............................................-----------------------------...------•----------.................•••.........•••....... . to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated........................................... •--------•---•-•------------------•--•---------------- ................................................ Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS No......................... Firm..............' ....... THE COMMONWEALTH OF MASSACHUSETTS 1-0 BOARD OF HEALTH ..............�_w..................OF...... ?6s( o.��/Aa"-P..--------•-------........................-- Appliration for Woposal Works Tomitrnrtiun rami# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ......_. 4. .... .....':�.�n ... ! e'...t---......Gar?s-� ..e.Y.. -------------------------•----------•--------•---•--•-•-•--•--••-••-- ` Loca -Addr c�� �• _ �or Lot N ..._... ............... .........................._.._.. Owner Address W $4 Installer Address Q Type of Building Size Lot.. .....Sq. feet U Dwelling—No. of Bedrooms..........�.................. .....Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria p•l Other fixtures ................................... W Design Flow............................................gallons per per-sen per day. Total daily flow. ..._.._�.,. �.=.1f..__ ......gallons. 1:4 Septic Tank—Liquid capacityZ500.gallons Length----I1 Width....&........ Diameter................ De_pth...e./`�r.F Disposal Trench—No. .... .............. Width...... 1.2........ Total Length..3. t.S.'... Total leaching area__4/5 0.......sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (✓f Dosing tank ( ) Percolation Test Result Performed by._...T �-G��e�5 C� _1e.. ............. Date...._.�.-.�.Z .�� ...._.. ..__. a Test Pit No3A...............minutes per inch Depth of Test Pit_ ___. epth to ground water_.�cQ .._ Test Pit No. 2................minu es per inch Depth of Test Pit....... ____ Depth to ground water----------- O Description of Soil..-•- ©).!__.j...... ? ts.�_.SG ..T.1......•---•---•-•-------•-•-...-••••--- x 1.es . ��. ...� .,._ �`..._.G=S 1-0� - .o¢. ` saw ^t�.' .o..: .`�.1 _ `�... W ............... ----------------------------------- --------------------------------------------------------------------------------------------------------------- UNature of RepairUr Aerations—Answer when applicable..............................................•..._........___..___............................. --------•--------------------------••-----•--------------------•---•----------------...........................----------------------------------------------•---------------•--.........._..---------•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1E 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. Signed....................•-•------------•---...---•--------....--•------•---•••-...---•-•• .......................... Date ApplicationApproved By.................................................................................................. Date Application Disapproved for the following reasons:................................................... .......................................................... ..----•-•-•------•--•---•----•---•--•------------------------•••--•-.••••--•---•-••-•-------------••...•.---------------•---•••••-------•-•-••-••-------••------•---------•-•---••......--••----........ Date PermitNo......................................................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH o .!^..............OF7�1657-17`1,., c,6k e,.. Tn#ifirair of Tautplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by-------•---------------------------•-------•---•--••--•--------------------------------- --------- ---------------.-------•-•-------------------.----------.------------------•-.-------------••-- Installer at..................................................................................................................................................................................................... has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................•-•-••---..................---------------...._. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH ...........LV..,.O.n.............OF t�.f�..S ��.:..................................... No......................... FEE.....-----------........ Disposal sal nrkv Tnns#r irnn rrmit Permissionis hereby granted......................................................•••-••-••-••-•••-••------•------•••---------------......................-•-_.......... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No......:.............. Dated.......................................... ...................................................................................................... Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 03/30/1995 12:43 5083945803 CAPE ENVIRONMENTAL PAGE 01 e . Facsimile Cov'erSheet' - -: .-; T©: Tom McKean, .Heaith Director COrn pany: Barnstable Health Department Phone: Fax: F rOM: Lynne Whiting Hamlyn ' Company: � Cape Environmental Associates Phona: 394-5803 Fax: 394-5'803 Date: March 30, 1995 Pagan including thie 2 covar page: ' Cammonte; Attached please find a copy of the variance request that was submitted to you by me at the Board of Health hearing held on March 21 , 1995. Mr. Munsell said that it could not be found when he wa-s there yesterday. I talked to Brett Rowe this morning regarding the variance issue. He said that the applicant is protected if the Disposal Works Permit is filed before the 31st even if varainces are needed for the design. Brett said that he had already called you, but you were at a meeting. He is looking forward to your return call . Hang in there ! I 03/30/1995 12:43 5083945803 CAPE ENVIRONMENTAL PAGE 01 F;acsimi'leCov'er ,Sheet-,. : - -: .-. To: Tom McKean, .Health Director CO npany: Barnstable Health Department Phone: Fax: From: Lynne Whiting Hamlyn ' Company: Cape :Environmental Associates Phono: 394-5803 FaX: 394-5.803 Date: March 30, 1995 P4966 including this 2 covQr Commants: Attached please find a copy of the variance request that was submitted to you by me at the Board of Health hearing held on March 21 , 1995. Mr. Munsell said that it could not be found when he wa-s there yesterday. I talked to Brett Rowe this morning regarding the variance issue. He said that the applicant is protected if the Disposal Works Permit is filed before the 31st even if varainces are needed for the design. Brett said that he had already called you, but you were at a meeting. He is looking forward to your return call . Hang in there! VIAR,-29-1995 14:39 FROM D I SCOUTAT OFFICE SUPPLY TO 1508 7 753344 P.01 THE COMMONWEALTH OF MASSACHUSETTS BOARD Q�F HEALTH 1C?.! n................CF........ i+.. ---..............---------- � Appliraiirlit fur 111spusttl Works Ton> Wtun Vrrtni# Application is hereby made for a Permit to Const:uct (V� Or Repair ( ) an Individual Sewage Disposal System at....��� .. ........._..._._ ......... Own .. _ ...__........ �_.._�__... Sr .... .. ,.......................... .,.......•..... ........................ ........_,.................. . ...... ......... ..... Installer Address �..R Type of Building Size Lot.. .: Sq f t Dweltiizg--No. of Bedrooms........ .... -.•---------..........Expansion Attic (do Garbage Grinder Other.—Typeof Buildin f�►........... No. of s — Cafeteria ( ) w g _.. .. ... per ons...............:..•_-__-- Showers ( ) dOther fixtures ...:.-=....... ......................_ - •= ........ ................. •- .. ...... _,..............._.. W : Design Flow..........._ ..........._gallons per person per dax. Total djilx w..........-•. j . .................... I s. W Se tic Tank-�-Li uid'ca ci . ..._.._ lons Len h..l��-_ A5dth.�...v rr�V P 9 Pa tY Diameter.. .P... Depth 0.Disposal �rerse . .........-------. Width..P.i-.'. 0_Total Length..._•...............Total Ieachirea....GbO..._.sq. ft. .Seepage Pit N ..�•--'�.-----....... Diameter.................... Depth below inlet.................... Total leaching are&.................sq. ft. Z Other Distribution box ( ) Dosing to k, 0-4 Percolation Test Results Performed by. �. �+.tx?I�Ci,S-..__ ,, Date.... =f�`Y�T4 ,. Test Pit No.a-__----__....,.minutes per inch Depth of Test Pit.....2. --- D h to ground water..--_'� ............... rz Test Pit No. I................minutes per inch Depth of Test Pit........24---- Depth to ground water........................ .............k t....... ........... .......... O Description of Soil..... ?-a_. ..: ... . .4. ?au.._.!;fvp........... ..... ....�........T_... PA.. ._....--- i ....... r:.`.� ........ .ram. - ----►.... w t �..- .......7.��. ......................------.. ............�- : ---...........-------------................--------._-_................. _..._.---- U Nature of Repairs or Alterations—Answer when a licab�.............................................................. ............................... ...,....................... ......i?I :f >4_�.............------------•----- ................. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of:?.Lip 5 of the State Sanitary Code--The undersigned further agrees not to place the systein in operation uAtil a Certificate of Compliance has been issued by the board of health. Signed......_...........................---------I...............__, ................. ---------- Date ........._.... Application Approved By.........:--......:.........................._^.. ..............................,............. ,_................ ........... :Application Disapproved for the following reasons:...................................... matt ......_._.....-.............................-----.....................---------..,........... �.._.....__ PermitNo..........,.......... ...... ._...____. Issued....._---------------................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................................OF'................. ............,........................................ f1rruftr of (gamptimW THIS IS' TO CERTIPY,.That the Ina vidual Sewage Disposal System constructed ( } or Repaired ( ) by.._......W. ----._.--.......... ................ ..........................i¢.............. ._................... _..........- has been installed in accordance with.the provisions-of TITIZ 5 of The State SanitaryCode as.described in the application for Disposal Works Construction Permit No......................................... dated.___._.._......., ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. J THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , - m / LI DATA I li y�Z._. ._ .. ...... -..._. �:;.s heea irestail>rd is ac�c;:cixncc wtr. :'.1t• r�^..� .t .. c4 ;, , - application for Disposal Works Construction i t-rinit No.....__ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE COINS71ZUED AS A GUARANTEt T:?AT THE SYSTEM WILL FUNCTION SATISFACTORY. .rt. `.•�. ..w;r�a.v�r>};;.:. ul kiL P.L_11 oFTHETo TOWN OF BARNSTABLE re�Q�w��y w OFFICE OF ? Bea MAZ& i BOARD OF HEALTH 7 AE 1. � t639. `em 367 MAIN STREET �a MAY k' HYANNIS, MASS.02601 March 29, 1995 David Munsell 179 Main Street Barnstable, MA 02630 Dear Mr. Munsell: I am in receipt of a disposal works construction permit application dated March 29, 1995 along with engineered plans dated revised March 27, 1995 signed by John Landers- Cauley, P.E., and Paul Merrithew, Professional Land Surveyor. The application is not complete as required under Massachusetts General Law III Chapter 31 e. The location of the leaching facility is proposed to be located 53 feet from the"flow path of water" which does not comply with the Board of Health Regulation Part VIII Section 1.00 The 100 Foot Reptulation. I acknowledge that a variance is requested from this Regulation. The variance request will be reviewed by the Board of Health on April 4, 1995. Sincerely yours, Es �McKean Director of Public Health cc: John Landers-Cauley, P.E. Y T m,W aX�`�.c ��q��c��'4� �1y���' "�', ,r��`�+4�.,,-i, *� � rW�^ve�.y. ,,q�&,r"r9� ram.�i' :+N. e `;,�, �R�.wr—C;':.��r.4 -pf�. �,:,. �,.•.��e �gg Vim : r • •R l 41— It.It ay 1 '}T`✓'1� .�i' ,y. ,; � t} �`� •'.. �i� fir,"_'� 3«'�{ ��. �„ �.w,, ;. �..' ti' '� '�, ���� j/ _' � ••' tJ� -•j_ i .l• 'T -'�.. yam' � �r� ��•.`�:••.� S ��- 1�. .�i�I _ .. {IBC.. � � ._�^'�....-+.-+w .J � • ,, i / '. '�r �,��. ��" ��. �d��`• \ Y L..n. •' •'r'`a s+-. \, �~.- �i�\. •`��,.�. /. ..`�•` f�' .:,ry `+.r^' y .\� �'...1... \14 ` �;. '���-. /���'. �� "�y��y�Lai` - ` ,MST � _ ��.. :1f_ "•C�";�=� ,� \\\ �- � •', - � :. .,'�� �q, �•� •.. . `X5 o'b;t��Eiu P' LOz t�E t� �.Jt�t t.!D •=�, �. . ` �,`.. ` ._` � � y; �� �� ,,4� .. ST�o►�+r, CATER:E�:.3o ••�� ���-� �• � � � . IN— Pr - �o.Tr�To, The Town of Barnstable •� .= Health Department 367 Main Street, Hyannis, MA 02601 Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health January 23, 1995 Arlene M. Wilson Principal Environmental Planner A.M. Wilson Associates, Inc. 911 Main Street Osterville,MA 02655 Re: Lot 5 Redwing Lane,Osterville Dear Ms. Wilson: I am in receipt of your letter dated January 20, 1995. The applicant may need variances, however. it would be premature to speculate what will or will not be designed on the plan at this time (i.e. number of bedrooms.) Page 2 paragraph 4 of your letter states"we believe that the three holes dug at the site on 1/12/95 were all within 100 feet of water courses and/or wetlands". Please be advised that more than three holes were excavated on January 12, 1995. Please contact Health Inspector Edward Barry, at 790-6265 if you should have any questions. Mr. Barry was asked to communicate with me when he receives the revised plans. Very truly yours, T omas A. McKean Director of Public Health Town of Barnstable TM/bcs cc: Edward Barry David Munsell Jack-Landers Cauley redwing �- f IRE, ` The Town of Barnstable ., Health Department 367 Main Street, Hyannis, MA 02601 o Uhl► Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health January 23, 1995 Arlene M. Wilson Principal Environmental Planner A.M. Wilson Associates,Inc. 911 Main Street Osterville,MA 02655 Re: Lot 5 Redwing Lane,Osterville Dear Ms. Wilson: I am in receipt of your letter dated January 20, 1995. The applicant may need variances, however. it would be premature to speculate what will or will not be designed on the plan at this time (i.e. number of bedrooms.) Page 2 paragraph 4 of your letter states"we believe that the three holes dug at the site on 1/12/95 were all within 100 feet of water courses and/or wetlands". Please be advised that more than three holes were excavated on January 12, 1995. Please contact Health Inspector Edward Barry, at 790-6265 if you should have any questions. Mr. Barry was asked to communicate with me when he receives the revised plans. Very truly yours, .� '°►�-ter' `"�__ Tomas A. McKean Director of Public Health Town of Barnstable TM/bcs cc: Edward Barry David Munsell Jack-Landers Cauley redwing t ice.' .,. ,�,: ;' •.ir. A.M.Wilson Associates Inc. January 20, 1995 Tom McKeon, Director Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 RE: Lot 5, Redwing Lane, Barnstable Assessors Map 318 Lot 3-1 (Our File No. 2.0485.01) Dear Mr. McKeon: It is my understanding that David Munsell has requested an indefinite postponement of his variance hearing pending redesign of his proposed septic system. It is also my understanding that part of the reason for the delay is a belief that he can design a system which will not require any variances. I would like to call your attention to two issues which require variances and which, I believe, cannot be obviated regardless of site design revisions. 1) Part VIII Section 6.0, Local Regulations This section requires lots with flows in excess of 330 gpd per acre to connect to Town Sewer if a line exists within 3, 000 ft. of the site. As noted in our submission to the Board dated 1/03/95, this site will develop more than 330 gpd per acre and is considerably closer to the Town Sewer line than 3,000 linear ft. Thus, a variance will be required. 2) Part VIII Section 1, Local Regulations This regulation requires that all onsite septic system leaching facilities and septic tanks be located a minimum of 100' from any watercourse, vegetated wetland, or surface waterbody. The project plans provided to your office dated 1/12/94, revised 11/14/94 show two watercourses; a ditch located to the west of and approximately parallel to the westerly lot line, and a culvert and swale in the southeasterly corner of the site. Each of these, confirmed by information provided by us to your Board runs out of a vegetated wetland and, based on visual inspection and testimony of abutters, carries water by hydraulic gradient. 911 Main Street 508 428 1450 Osterville, MA 02655 FAX 4201856 By showing them on the plans the applicant's engineer has admitted that these features have definite channels in the surface of the ground. Thus, they satisfy the Wetland Protection Act definitions for intermittant streams (310 CMR 10. 04) . This makes them watercourses under both Title 5 and your local regulations. If you look at the project plan previously provided to you by the applicant and dated 1/12/94, revised 10/11/94, you will also see a 100' offset from wetlands off-site to the east. If you draw the required 100' setback from each of the relevant wetlands, you will see that the only area available for the system is the area originally chosen. The deep hole dug in this area did not include a percolation test and may not prove the existence of 4 ' of suitable material under the system. We believe that the three holes dug at the site on 1/12/95 were all within 100' of watercourses and/or wetlands. Material in these holes varied and only one was perc'd. Consequently, we believe that they cannot be used to satisfy sedimentary requirements in the original area chosen for the system which meets Part VIII Section 1. If the system is moved to the location of the approved test pit, it will be within 100' of a watercourse and will require a variance from this section. (It may require a Title V variance from 310 CMR 15.3, as well) . It is our opinion that a system placed in a column of fill should not be located in proximity to the north end of the southeasterly pipe and ditch. That system can carry a considerable amount of water. The likelihood that flows from that drainage system would find their way to the fill column and the septic system within it are high. Because the lower limit of the good material is already in groundwater and because surrounding sediments have low infiltration and percolation characteristics, the subsequent likelihood is that the leaching facility would become surcharged; a condition which should not be condoned. Even if a PVC membrane is placed over the system -- a design which we believe requires a variance from Title 5 -- because of the stratified nature of the local sediments, surcharging the high porosity fill is still a likely event. Finally, we have continuing concerns over groundwater elevations. Attached are boring logs for two holes done just to the north of the subject parcel. Test Hole #1 is at approximately the same elevation as the Munsell Test Hole #2. As you can see, water was found 816" below the surface with underlying silty sediments also wet. This is considerably higher than the groundwater found at the bottom of the Munsell test holes. It is an indication that groundwater observations likely need to be made in an observation well -- something as simple as a slotted 4" diameter PVC pipe -- left in place for at least several days. We would very much appreciate being informed when Mr. Munsell's new plan is delivered to your office so that we can review it and offer our comments on behalf of our abutter clients. We would also like to be apprised of the date of any continued or new variance hearing on this site. Yours, A. M. WILSON ASSOCIATES, INC. Arlene Wilson Principal Environmental Planner attachments cc: George Blakely 194aw25/csp L At II 1!o h►'li 1 slrry[,•[if[s \.. ,. �rC•flrl owNE UNKNOWN 1 �� I j SB `.. Mi S 6 i 6.5940•E 404.84' LOT,5B 211.84 '1 .:. 193.00 ' I"..HERBW W. - :•,wl I ,� -10"SHALL. a N i, S3 I •Lor'x7 .\ •GEORGE --_ -- 1.646 ACRES �LAKELY �'f•..i�.' :b ..•'t .!2.139 ACRES bj �N;( :�'.' '�I' / . ,ca LOT 57 :WOOLLEo &88•S8'30'E t _ 1111 5 s' o 197.16In 00, I — 5 3 .00 WX . T'89 3 w -t W y O' Q' 4 7 21 .1 - p :tACK' Q. a' a iv ID'T28' - MILGROM s CC :�' RIC t^ W SY' HARD G,! ITH. -,• 'N 01 ACd1ES.. •�' :1 ,23 ' .3378( V.\ v SB9•40'43•EI Z Q� Y::,. is ' m W' t1TII t. 1 +. n I try. •j���'.�.i •p .. 3 :zy: ..•_.�' Q i M LbT 9 ''5.034.A:,. �. I . ERNESi'E �, I ALL/W H,CHASE Z 71;(op t :.iIR1REIT;ER N. F i �✓ J ACCESS AND EASEMENT'fOR ', :� z . 42L 64 RICHARD'W. NOTE- LDT 6 AND 1 :.: ,• ,: Q :ONE LDT A :I $TEPHEN C-JONES,TR. �—^I �:,�' LOT 38T01 PG.24 •i. I :pL BIt.335 I CERTIFY THAT THIS PUW CONFORMS I' 'r- ,- �.' ,t' WITH THE RULES AND REGULATIONS '..'.• _ THE REGISTER OF DEEDS. MAY 22,1987 t6s.+..G• REG.LAND,SURVEYOR' . •�•�I ... •� I .ems.' 1 ~I• .,,� ..A'••N•' ,.(.• '�� , Wow PLAN.OF.LAND.IN BARNSTABLE,MASS. . . ' . • .FOR ' . - MILL. CREEK REALTY TRUST ,APPROVAL UNDER THE,SUBDIVISION MAY 22,19B% �O0 SO 0 SO CONTROL LAW NOT REWIRED. ' JUNE 29.1967 :'•i:: DATE t•IN.R1I.♦'il.'.1.1f7 `.: SCALE DI FEET 1%Ib0'. e PrGLILj( EDWARD' E:,KELLEY AAN9fABLE PUWNING BOARD AEG.777777. . LAND SURVEYOR CUfIMA0UID,YASg ,• EDWARD_E. _KELLEY 508 362 2266 P. @1 IELD I✓OR ING LOG (SOILY CAPE COD TEST BORING (S08) 240--1000 'R0UEC 3,PA/KSrWgeG= PRO;IECT N' BORING on PIT N. / a C3 sutZFnCE E�1:varlot�, s-. o SHCET OF a % iu ``� z NOTES AL y r /SST f/v.C�-S �rr'�' lvir�` .�+t.d ..a•T�m .S�li�,�,$.IC w > �- -� /�Ps6 A�'t a �.Eu,t'i/l�.t�G .vT•ys e�' C3 ul 0 SOIL TYPE NOTES �v �9 /1TEp�. , l(/Er �x r ELWARD_E. _KELLEY 508 362 2266 M P. Ei2 �� r�R I NU �QG r���Ll CAPE COD TEST BORING t ) _ (508) 240--1000 O�CCT �Cer �' FF C�*�r mr.a PRQ�CCT' N,° BORING OR PIT N° o.Z .N SURFACE; EL.EVATIONI SNCET OF � w ►-- o a w w NOTES 7 S r f1c7,[PS Z /✓E lu.7-srj�,Q v, w ;, i ; se o e u o 3 rvr�rii�y,�,r ,�E�T/�S d /.7 ,�i��cs �NC°GYiiv7 a � u o SOIL ul TYPE: MOTES PEI chi<_T 4y•/ ci,�/95 �r For office use only ��FTHErOy TOWN OF BARNSTABLE Received by Q4-1 OFFICE OF �ASd7T►BL .A BOARD OF HEALTH Date 11-18-94 c f679' `gym 367 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM ,-- "�-" All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLICANT Dave Munsell TEL.# 362-4043 ADDRESS OF APPLICANT 3179 Main St. , (Rte. 6A) , Barnstable, MA 02630 NAME OF OWNER OF PROPERTY David P. Munsell & Noella Munsell SUBDIVISION NAME DATE APPROVED ASSESSORS MAP & PARCEL NUMBER 318-3-1 LOT SIZE ® Ste_ LOCATION OF REQUEST VARIANCE FROM REGULATION (List Regulation) ._ Local regulation dated December 17 , 1985 . No regulating number was assigned. See attached regulation. REASON FOR VARIANCE (May attach letter if more space is needed) E _ e-fe va PLAN - FOUR COPIES OF PLAN MUST BE SUBMI ED CLEARLY OUTLINING VARIANCE REQUEST. � iep �b �tsYG77 /'¢ VARIANCE � ����` NOT APPROVED cI�111 � _ i ^ 7:h4 REASON FOR DISAPROVAL ' ' ICo 8 A 1� Joseph C. Snow, M.D., Chairman � N Rf�f Ep OV Susan G. Rask 9� ra�v���;,Tascr — Brian R. Grady A. 1 BOARD OF HEALTH TOWN OF BARNSTABLE 1 The Town of Barnstable An Health Department } "�6 367 Main Street, Hyannis, MA 02601 o ro Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health January 23, 1995 Arlene M. Wilson Principal Environmental Planner A.M. Wilson Associates, Inc. 911 Main Street Osterville,MA 02655 Re: Lot 5 Redwing Lane,Osterville Dear Ms. Wilson: I am in receipt of your letter dated January 20, 1995. The applicant may need variances, however, it would be premature to speculate what will or will not be designed on the plan at this time (i.e. number of bedrooms.) Page 2 paragraph 4 of your letter states"we believe that the three holes dug at the site on 1/12/95 were all within 100 feet of water courses and/or wetlands". Please be advised that more than three holes were excavated on January 17, 1995. Please contact Health Inspector Edward Barry, at 790-6265 if you should have any questions. Mr. Barry was asked to communicate with me when he receives the revised plans. Very truly yours, Thomas A.McKean Director of Public Health Town of Barnstable TM/bcs cc: Edward Barry David Munsell Jack-Landers Cauley redwing • _ i J.E.'LANDERS-CAULEY, P.E._ , - � Il���� CIVIL • ENVIRONMENTAL ENGINEERING P.O. Box 364 • W. Falmouth, Massachusetts 02574 ' DATE Telephone 508.540.2035 _. ATTENTION RE: TO �AVI ualS�Lc� 4 > WE ARE SENDING YOU 113.Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints K Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below., ❑ For approval Cl Approved as submitted F1 Resubmit copies'for approval I For your use 0 Approved as noted 0' Submit copies for distribution > ❑ As requested 0 Returned for corrections ❑ Return corrected prints . 0 For review and comment 0' ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS CALf CPAA1616- A4A-P4_' (A16 4 A-s COPY TO SIGNED: ` /JJ/ If enclosures are not as noted, kindly notify us at once. January 12, 1995 Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: LOT #5, 111 RED WING LANE, BARNSTABLE To Mr. Chairman: Please be advised that my engineer is redrawing the plans for the septic system at the above address. On January 12 , 1995 as you know, we performed a percolation test at the site. We do not believe we will be needing any variances from the Board. We wish to postpone the hearing date ofiTuesday, January 17, 1995. As soon as the plans are done and we are sure we won't need any variances, we will notify you to cancel our application. Thank you for your patience in this matter. Sincerely, David P. Munsell DPM:cbs 1 MUNSELL ASSOCIATES HOME INSPECTION SERVICES f " P Pc.I 3179 MAIN ST.(RT.6A) P.O.BOX 431 BARNSTABLE,MA 02630 raid /J w. Barnstable Board of Health 367 Main Street Hyannis , MA 02601 \ �. -, �. �� . � �. .._ "�a , /� �.• __ e;� —•� For Office Use CERTIFICATE # DATE ISSUED TOWN OF BARNSTABLE APPLICATION FOR CERTFICATE TO RENT AND/OR LEASE SEASONALLY FOR DWELLING PURPOSE PLEASE PRINT 1, hereby apply for a permit to rent and/lease my property at No. Street Village NAME OF COMPLEX/CONDOMINIUM: UNIT/APT. NO. Number of Tenants Requested (Maximum) Total Number of Rooms Number of Bedrooms ,Number of BaLliruvms 1 have read and am familiar with 105 CMR 410.400: Minimum Square Footage Regulation contained in the State Sanitary Code II, Minimum Standards of , Fitness for Human Habitation, and the Town Anti-Noise Bylaw as supplied to me. Date: Signature of Owner: Home /Mailing Address Zip Code _Assessor's.Map/Parcel # Home Phone # Name of Real Estate Agent: Phone # For Office Use Only: Square Footage Licenses for Date Date of Inspection Violations Notified Reinspection Date Violations Corrected Inspector's Signature Assessor's Map/Parcel # Previous Owner THIS CERTIFICATE IS VALID FOR ONE YEAR - EXP. DEC. 31st f January 3, 1995 Town of Barnstable Board of Health Hyannis, MA, 02601 Dear Board, Pursuant to Mr. and Mrs. David Munsell's seeking a variance for the property at: i LOT#5 Redwing-Lane Barnstable, MA, 02630 Both, my wife and I would like to enter our objection into the record. A number of years ago, We purchased this abutting land, with the knowledge that it was not buildable. As a result, we have not sought variances for it, but rather have joined it to our existing property. As a home/property owner and abutter to Mr. Munsell's lot, I would hope your Berard of Health would seek to protect and leave vacant land which is not suitable for home bujilding. i Sincerely, g /y,� Herbert and Sally Marshall 100 Deacon Court Barnstable, Ma. 02630 i J>1V / x,) 25 F . �. APPLICATION rOlt PERCOLATION TEST AND OBSERVATION PITS LOCATION Zf� 00� 0.< . VILLAGE / Q AT2,Z:�3--55/. APPLICANT „S` � s� e�� 7 �t�c���-- fit ADDNE88 T8L9PI0"8 NO. INnn�re un-e e ENGINEEa�.Jf �.e���i�-s- �O TELEPHONE NO.f-e;= —�13 Z, 2 1 DATE SCHEDULED- 03- Z'1-9,4 pp t:en s s qne ure '*�►bbwdd' vAEsdtbYAbi 3/9 '003'0b•.•....••.....•••• •�••���•�••••��!OOar, r�02L ko(I SUS-DIVISION NAME �b� .� DATE � '1•INR /Q:�' EXPANSION AREAL YES N0. u u ,tts i�,L�s l(1,30I 1lelt N TOWN WATER,,/-YRIVATE WELL NOW b! HRALTH 2 IMAM SKETC111 (Street name,eto.,dimensions of 10t, exsct 16CAUOn of test holes an percolation testa, locate wetlands in proximity to test holes) NOTESt r its 7) I 1 � I • PERCOLATION aATa t TEST HOLE NO: 2 ELEVATIONlM '1i S'� NOLit No SLGVATIONt I L. A"o 2 3 ;�� L3 \ 4 _ A , 7 —7 _ -- 9 T iLL 10 11 12 'z o' 22-1 �f 1 •� IAdKLFi �aPM' LOA2Sit_S4NI2 zl' SUITABLE FOR 3UB-SURFACE /SEWAGE: LEACHfNd t9bD LEACHING PITS_ LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS! �16 --rua.1_) OAJ NOTE: ENGINEERING PLANS MUST SHOW NUMbEA ASSIGN9b`ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY By P. E.-AND RETURNED TO'BOARD Of__JjEALTN The Town of Barnstable `- Conservation Department rAurr W"a F 367 Main Street, Hyannis, MA 02601 059. Office 508-790-6245 Robert W. Gatewood FAX 508-775-3344 Conservation Administrator TO: Tom McKeon, Director, Health Department FROM: Robert W. Gatewood RE: David Munsell, Lot #5 Redwing Lane DATE: February 13, 1995 As we discussed last week, there are two intermittent streams at the Munsell Lot #5 Redwing Lane, Barnstable. The westerly intermittent stream, shown as "mosquito ditch" on the site plan has a bordering vegetated wetland alongside. The easterly intermittent stream over which the proposed driveway passes, ends approximately 8' from the end of pipe. This particular intermittent stream drains a sizable bordering wetland to the south. Once discharged from the pipe, water from this intermittent stream flows--. over land, downslope, and across Redwing Lane toward the marsh. Both intermittent streams are regulatable wetland resource areas and, I would argue, regulatable water courses under Title V and local Board of Health regulations. 1 i Please let me know if additional detail is needed. a I J.E. LANDERS-CAULEY, P.E. CIVIL • ENVIRONMENTAL ENGINEERING � � Il��a� P.O. Box 364 • W. Falmouth; Massachusetts 02574 DATE JOB N . Telephone 508.540.2035 AT ON RE: TO tY� UNai {, > WE ARE SENDING YOU ached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications '❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION my 2 Il- 1� THESE ARE TRANSMITTED as checked below: V+er-approval ❑ Approved as submitted ❑ Resubmit copies for approval 0 For your use CI Approved as noted 0 Submit copies for distribution > ❑ As requested 0 Returned for corrections ❑ Return,-corrected prints' ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US i_ REMARKS COPY To SIGNED: If enclosures are not as noted, kindly notify us at nce. 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.03: continued (5) Soil with a percolation rate of over 30 minutes per inch is considered impervious and, therefore, unsuitable for the subsurface disposal of sewage. [61 Area requirements will be increased by 50 percent when garbage grinders are installed. (71 Sewage systems to be constructed in fill must be designed according to the percolation rate of the underlying original soil. [8)' See Illustration A in 310 CMR 15.11, Illustration B in 310 CMR 15.14, and Illustration C in 310 CMR 15.15. (5) Percolation Test Procedures (a) Prepare a test hole into the proposed leaching strata within the disposal area of 12 inches in diameter with vertical sides 18 inches deep. (b) Establish a fixed -point at the top of the test hole from which all measurements can be taken. (c) Scratch the bottom and sides of the test hole to remove any smeared soil surfaces. Either add two inches of coarse sand to protect the bottom from scouring, or insert a board or other impervious object in the hole so that water may be poured down or on it during the filling operation. (d) Carefully fill the hole with clear water to a minimum depth of 12 inches and maintain the water level by adding water as necessary for purpose of soil saturation, but in no case less than 15 minutes after first filling the hole. (e) After saturation, if the water level drops to a depth of 9 inches in less than 30 minutes, measure the length of time in minutes for it to drop from a depth of 9 inches to a depth of 6 inches. If the rate is erratic in the opinion of the Approving Authority, the hole shall be refilled and soaked until the drop per increment of time is steady. The time for the level to drop from a depth of 9 inches to a depth of 6 inches divided by 3, will be the percolation rate in minutes per inch. (f) If the initial 3-inch drop requires more than 30 minutes (rate equal to more than 10 minutes per inch) the soil shall be saturated by filling the hole to the top and maintaining it full for at least 4 hours. The soil should then— be permitted to swell overnight so that the soil conditions will approach those which exist during the wettest season of the year. After the overnight swelling period, the test shall be made again by filling the hole to a 12-inch depth and maintaining that level for 15 minutes, letting the level drop to 9 inches, then timing the drop between 9 inches and 6 inches. The time elapsed between 9 inches and 6 inches, divided by 3, shall be the percolation rate. (g),In certain soils, particularly coarse sands, the soil is so pervious as to make the percolation tests as described above difficult, impractical, and meaningless. Therefore, at the discretion of the Approving Authority, the test as described above may be waived and a rate of two minutes per inch can be assumed provided that at•least 24 gallons of water is added to the percolation holes within 15 minutes and it is impossible to obtain a liquid depth of 9 inches or the percolation rate is faster than 30 seconds per inch. (6) Required Depth of Pervious Material. Subsurface sewage disposal systems shall be located in an area where there is at least a 4 foot depth of naturally occurring pervious soil below the entire area of the leaching facility. The naturally occurring pervious soil shall have a percolation rate less than or equal to 30 minutes per inch or 20 minutes per inch for systems over 2000 gallons per day and the 4 foot stratum must be free of impervious materials. such a layers. of clay, silt, subsoil or loam. (7) Distances.(1)(2) No disposal facility shall be closer than the distances stated to the components listed in the following table. The distance shall be increased where required by conditions peculiar to a location. 12/31/86 310 CMR - 296 310 CMR: DEPARI'MEN'r C)P ENVIIIONtr1EN'rAL QUALITY ENGINEERING 15.03: continued EXCEPTION: In cases where three or more contiguous single family lots are being examined at the same time by the same engineer the requirement of two deep observation holes per lot is reduced to one deep observation hole per lot, provided that the character of the soils remain consistent in the opinion of the Approving Authority. The deep observation holes shall be conducted in the area to be used for leaching on each lot. (4) Percolation Test. The purpose of the percolation test is to determine the suitability of the soil at the leaching elevation and to a depth of four feet below this elevation. In cases where the soil varies with depth as indicated by the deep observation hole, percolation tests at various elevations may be required by the Approving Authority. (a) At least one percolation test shall be performed at the site of each disposal area in the soil to be used for leaching. Additional tests will be required where the soil structure varies or where large disposal areas are required. Percolation tests can be performed at any time during the year. (b) Percolation tests as prescribed in this section shall be performed at no expense to the Approving Authority by a Registered Professional Engineer, Registered Sanitarian"or other person who, in the opinion of the Approving Authority, is qualified to perform such tests. All percolation tests shall be performed in the presence of a representative of the Approving Authority. The cost of labor and equipment necessary to dig observation holes and the provision of water for the performance of percolation tests shall not be at the expense of the Approving Authority. (c) Percolation tests shall not be made.in holes that have remained open to the atmosphere for more than three days, nor shall they be made in frozen soil: Percolation tests may be performed when the elevation of the soil to be tested is below the frozen soil layer. (d) Percolation tests shall not be made in filled ground unless the requirements of 310 CMR.15.02(17) have been made. (e) The minimum leaching area to be installed shall be determined from the following table, with the estimated daily sewage flow as determined in accordance witty 310 CMR 15.03(13). The slowest percolation rate obtained shall govern leaching area requirements. LEACHING AREA REQUIREMENTS Percolation Rate Sidewall Area (1) (2) Bottom Area (3) Minutes Per Inch Square Feet Gallons Per Square Feet Gallons Per Per Gallon Square Foot Per Gallon Square Foot 2.0 or less 0.4 2.50 1.0 1.00 4.0 0.5 2.00 ' 1.2 0.83_ 8.0 0.8 1.25 1.6 0.63 t 10.0 1.0 1.00. 1.8 0.55 r 1 .0 .1.5 0.66 2.3 0.43 20.0 2.0 0.50 3.0 0.33 25.0 2.5 0.40 No bottom area 30.0 3.0 0.33 allowed over 30.6 UNSUITABLE over 20 minutes per inch [1[ No sidewall area is allowed for leaching fields. [21 Sidewall area is the pervious vertical interface of the excavation for the leaching facility below the invert elevation of the inlet, or the lowest invert elevation of the distribution line. [31 Bottom area is the pervious horizontal interface of the excavation for the leaching facility. [4[ Systems for more than 2.000 gallons per day shall not be installed where the percolation rate is slower than 20 minutes per inch. ��� 12/31/86 310 CMR - 295 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ' 1 LOT NUMBER 5 REDWING LANE BARNSTABLE, MA O2630 BOARD OF HEALTH MEETING January 2, 199`5 "f Dear Members of the Board of Health: I apologize for the mix up last month in regards to not sending the abutter notices out. I also did not have a good feeling from the comments of the meeting last month. . I have assembled some additional information for your review. Hoping we can keep this meeting just to the issues of the var- iances. The area where we propose to install the system is -all at least 1'00 feet from any wet land and does not come under the control of the Conservation Commission. We presently have a filing with them at this time. Hoping to have the opportunity to go over this information with the board. incerely, David P. Munsell I TABLE OF CONTENTS PAGE PHOTO'S OF PROPERTY LOT #5 . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-6 RULES AND REGULATIONS: ADOPTED, EFFECTIVE: 12/22`/85. . . . . . . . . . .7 310 CMR 15. 03 G 12/31/86 (IN CERTAIN SOILS) . . . . . . . . . . . . . .8 310 CMR 15. 105 EFF. DATE: 3/31/95 (IN. CERTAIN` SOILS) . . . . . . . 9 PLAN OF LAND SIGNED BY THE PLANNING BOARD 7/6/87. . . . . . . . . . . . 10 As you can see on this plan, marked in red moist of the lots are built on or have been approved to be built on. Lot #8 had a percolation test done by the bank befor selling the lot. "Suitable for a septic system with addational required work. " APPLICATION FOR PERCOLATION TEST #3522 RESULTS FILED WITH THE BOARD OF HEALTH OBSERVED BY: ED BARRY . . . . . . . . . . . . . . . . . . . . . . 11 DESIGN OF SEPTIC SYSTEM FOR LOT #5 . . . . . . . . . . . . . . . . . . . . . . . . . . . 12' LOT #4 ABUTTING LOT TO THE SOUTH: . . . . . . . . . . . . . . . . . . . . . . . . . . 13 SEPTIC PLANS, SOIL LOGS, EXISTING HOUSE PLACEMENTS AND SEPTIC LOCATIONS: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-19 � e tT'T' ok !�� 1" 4 N-o ay � � � •+'� �v Ti,1C ♦� ,. , '�4�j f�#r' �". t�, : � •w � a'�'•��'G�.t s� ',� M�''" .a V. _.'�. f ' ', w •y�" ++►• J 11,F �' k , .'ArawF �,d +F?t.}1+ 1 � �,....,a j�....�� i• �' .t� +�.r. �� � � � ►' +. ititi.�ScY`� �6 3,-*A' �' I � � .'2['`,p �� s F,°�t 'I �s •� t� ..^�' i� 4" � �. M � ` t{� ► *; i'dm '1 Y, 3 F ♦r .�lt`{ Jar "/its, ii It y ;� �, . r $� s /`. ''. - � , � a"► ' � ter:' ,�. ,. ,�' �.Sr�'• : J A. d ,{ a r . � d`1 « 7 w ���. � ..: '� r ,. " ::.;_' � . 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F �'>. •�'9Ys T.1Pi. .tea; ►� +l� •�`. - $ ,� 1i� '*w--E +�..- �."+•iAM'�'" r*d! -r � q �.` '>i• uT� i �' ��, is �) A •d +'E�E �,� }� N « S 7a t ti� Rom'= .�' . ���� � � ...- �,.m en � -w�"a �a+ s � ,t� e R "� -~., _N� ,�*�'ta+v•��,aAi� y�T n••-^. �.yi} �y���v••. f ,• �1 ���,'� slRe } i{ WS�1*r!#,.,r'_.a!ie��x.• ,,,..,;;AF`'=.S vqo�C s' 31� ... ..yyis 7Jt a= '"'aa, F S ♦ .,, 71P. 14 " T r M L� 1�•veca111e eilective VeceI ber 22;198T after being published in the Cape Cod Times Pyor Y toy+ TOWN OF BARN,9.TAOLE t OFFICE OF � )A)fl�VLE 1 +e� 639 BOARD OF HEALTH �� 367 MAIN STREET HYANNIS, MASS.oseot LEGAL NOTICE INSTALLATION On ON-SITE SE AGI3 DISPOSAL SYSTBMS ON MARGINAL LOTS The Board of Health, Town of Barnstable, Massachusetts, In accordance with, and under the authority granted - by Section 31, of Chapter • 111, of the General Laws of th'e Commonwealth of Massachusetts, hereby adopted the following rules and regulations at a meeting of the Board of Health held on December 17, 1985E PURPOSE The filling of marginal lands In close proximity to ground water in order to provide for sufficient area a to make It suitable for the Installation of a sews disposal g posal system is° ' not considered an acceptable practice and such lands are considered as not suitable from a sanitary point of view for human habitation end for the protection of groundwater and .watercourses. Watercourses are defined In Regulation 15.01, of 310 CMR 15.00E the State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of-Sanitary Sewage. Subsurface sewage disposal systems shall be located In an area where there is at least a four foot depth of naturally occurring pervious soil below the entire area of the leaching facility and the designated leaching reserve area. Tlb four foot depth of wuj&ra,11y occurring pervious soil must be above maximum ar�uud-water elevations ' The maximum groundwater elevation shall be determined by utilizing the formula contained In the United States Department of Interior Geological Survey publication, "Ertimating Highest Groundwater Levels for Construction and Land Use Planning - a ' Cape Cod, Massachusetts, Example", dated September, 1983, or by observing the height of the groundwater table when It Is at Its maximum level or elevation. Maximum groundwater determinations shall be made during the wettest season of the year - ' normally March or April. Allowances shall be made for high water level If the Board of I lth permits the determination to be made outside the wettest season. h s r g ation Is to tak ffect on the date of publication of this notice. L ert hild , haI Ann e E hbaugh . Grover C.M. Farrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE Apr-ROVED AS TO FORM: .t uwn Counsel : /7 310 CMR: DL•'PARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.03: continued . ". [51 Soil with a percolation rate of over 30 r inch is considered impervious and, h minutes e therefore. unsuitable for he subsurface disposal of sewage. ' (6) Area requirements will be increased by 50 percent when garbage grinders are installed. ' [7) Sewage systems to be constructed in fill must be designed according to the percolation rate of the mderlying original:soil. [8) See Illustration A in 310 CMR 15.11, Illustration 8 in 310 CMR 15.14; ' and Illustration C in 310 CMR 15.15. (5) Percolation Test Procedures (a)`' Prepare a test hole into the proposed leaching strata within the dispusal ' area of 12 inches in diameter with vertical sides 18 inches deep. (b) Establish a fixed point at the top of the test hole from which all measurements can be taken. (c) Scratch the bottom and sides of the test hole to remove any smeared soil surfaces. Either add two inches of coarse sand to protect the bottom from scouring, or insert a board or other impervious object in the hole so that water may be poured down or on it during the filling operation. (d) Carefully fill the hole with clear water to a minimum depth of 12 inches and maintain the water level by adding water as necessary for purpose of ' soil saturation, but in no case less than 15 minutes after first filling the hole. (e) After saturation, if the water level drops to a depth of 9 inches in less than 30 minutes, measure the length of time in minutes for it to drop from a depth of 9 inches to a depth of 6 inches. If the rate is erratic in the opinion ' of the Approving Authority, the hole shall be refilled and soaked until the drop per increment of time is steady. The time for the level to drop from a depth of 9 inches to a depth of 6 inches divided by 3, will be the percolation rate in minutes per inch. (f) If the initial 3-inch drop requires more than 30 minutes (rate equal to j ' more than 10 minutes per inch) the soil shall be saturated by filling the hole to the top and maintaining it full for at least 4 hours. The soil should then be permitted to swell overnight so that the soil conditions will approach those which exist during the wettest season of the year. After the overnight ' swelling period, the test shall be made again by filling the hole to a 12-inch depth and maintaining that level for 15 minutes, letting the level drop to 9 inches, then timing the drop between 9 inches and 6 inches. The time elapsed between 9 inches and 6 inches,divided by 3,shall be the percolation ' rate. (g) In certain soils, particularly coarse sands, the soil is so pervious as to t make the percolation tests as described above difficult, impractical, and C7 meaningless. Therefore, at the discretion of the Approving Authority, the test as described above may be waived and a rate of two minutes per inch ' can be assumed provided that at least 24 gallons of water is added to the percolation holes within 15 minutes and it is impossible to obtain a liquid depth of 9 inches or the percolation rate is faster than 30 seconds per inch. (6) Required Depth of Pervious Material. Subsurface sewage disposal systems shall be located in an area where there is at least a 4 foot depth of naturally occurring pervious soil below the entire area of the leaching facility. The naturally occurring pervious soil shall have a percolation rate less than-or equal to 30 minutes per inch or 20 minutes per inch for systems over 2000 gallons per ' day and the 4 foot stratum must be free-of impervious materials, such a layers of clay,silt,subsoil or loam. (7) Distances,(i)(2} No disposal facility shall be closer than. the .distances stated to the components listed in the following table. The distance shall be increased where required by conditions peculiar to a location. t . 1 12/31 t 8 310 CMR- 298 i Q a ' 310 CNIR: DEPARTMENT OF ENV IROKMENTAL PROTECTION r. 15.105: continued (4) � gfpily fill the hole with clear water to a minimum depth of 12 inches from the ' bottom of the hole. Maintain this minimum 12 inch or greater water level by adding water as necessary in order to saturate surrounding soils for a period of no less than 15 minutes after first filling the hole. 1 (5) After saturation, if the water level drops to a depth of nine inches in fewer than 30 ' minutes, measure the length of time in minutes for it to drop from a depth of nine inches to a depth of six inches. If the rate is erratic in the opinion of the approving authority,the hole shall be refilled and soaked until the drop per increment of time is steady. The time for the level to drop from a depth of nine inches to a depth of six inches, divided by three, is the � percolation rate in minutes per inch. i (6) If the initial three-inch drop requires more than 30 minutes(rate equal to more than ten minutes per ineh) the soil shall be saturated by filling the hole to the top and maintaining it ' full for at least four hours. The soil should then be permitted to swell a minimum of 12 1 hours so that the soil conditions will approach those which exist during the wettest season of the year. After the 12 hour swelling period, the test shall be made again by filling the hole to a 12-inch depth and maintaining that level for 15 minutes, letting the level drop to nine inches, then timing the drop between nine inches and six inches. The time elapsed i between nine inches and six inches,divided by three, shall be the percolation rate. l t ' (7) In certain soils, particularly coarse sands, the soil may be so pervious as to make a t percolation test difficult,impractical,and meaningless. At the discretion of the Soil Evaluator t and with the concurrence of the approving authority,the percolation test may be discontinued and a rate of two minutes per inch or less can be assumed provided that at least 24 gallons ' of water has been added to the percolation hole within 15 minutes and it is impossible to obtain a liquid depth of nine inches. 15.106: Landscape Position I ' (1) The topography of the proposed disposal area shall be identified and recorded on the evaluation form. Particular attention shall be given to recording features which may adversely affect the functioning of an on-site system. These include: (a) bedrock outcrops or areas with many stones and/or boulders; (b) steep slopes(greater than 3:1,horizontal to vertical)exhibiting signs of unstable soil such as landslide scars, slump blocks, tree trunks or shrubs bending downslope; (c) highly disturbed ground as indicated by such features as remnants of foundations or pavements or buried construction debris; (d) low-lying coastal areas exhibiting signs of tidal inundation or tidal marsh vegetation; (e) low-lying inland areas exhibiting signs of influence of surface water runoff,ponding ' or freshwater wetland vegetation; and (f) flat low-lying areas adjacent to surface water bodies and streams. (2) The boundary of a velocity zone shall be determined by reference to the National Flood Insurance Program Flood Data and Flood Insurance Rate Maps for each community. 15.107: Hvdrogeologic Properties (1) The hydrogeologic properties of the proposed disposal area shall be identified and recorded on the evaluation form with respect to the following: (a) estimated direction of ground-water flow; ' (b) ground-water table elevation(observed and adjusted by USGS water year data and/or soil mottling); (c) .estimated depth to bedrock if a factor in design of proposed.system,or actual depth ' if encountered during.deep observation hole tests; (d) depth of unsaturated zone, including any perched water tables. (e) drainage classification of dominant soil type as defined by SCS; (f) lateral distance to surface water and wetland delineation; (g) location of every water supply, public and private, as (Effective 3/3095) 310 CMR - 507 4' DIAMETER CATCH BASIN WITH.y ' COVER TO WITHIN 3' OF FINISH GRADE. 20' MIN. , 1' � MINIMUM OVERLAP ON ALL 'EDGES 4'MAX COVER 5' ON CENTER,,EEND�CAN OON�AM P TED PLASTIC PIPE� CONCRETE COVER S =0.01 IN DIST.=13' DIS = V 6 MIL 0.006" PLASTIC MEMBRANE S'LP.=0.03 LEV:=21.66 Doc 19 ELEV.= 29.75 ELEV.=2 .36 —" EL V. 29.B7 o c - O v v v v v v v v u v u v 4' CAST IRON OR rf0000O00000,0,0^000000000% SC�DULE 40 PVC. , DISTRIBUTION .:BOX 4• CAST IRON OR 8" MIN LAYER SCIEEDULE 40 P.V.C. SIC TANK 6 PREFORA7 USE STONE -TO 1 j r THE BED AS NEEDED t FILL WITH CLEAN COARSE MATERIAL M OF TEST HOLE OR USGS PROBABI CAPABLE OF PERCOLATING 2MIN/..N BEFORE AND AFTER PLACEMENT it MINIMUM OVERLAP ON ALL EDGI OF of 6 M,L (0.006") PLASTIC ���`% o O �o�q„O„Q6oaod o OC- DERS-MLEYer �O oZ JOHN yam, O O O O O O O JSAL SYSTE � �" IVI N 2 O O O O ONo. 3510t000000 OOC� O � SECTION A—A 1 SOIL LOG WI'1'NE By MBARRY PERCOLATION RATE: 2___MIN/INCH P—8176 Ic rq .SEWAGE DISPOSAL SYSTEX TEST HOLE 1 TEST HOLE 2 TABLE REG. OF DEEDS. DATE: 12_ 0� DATE: Q3-24-94 NUMBER OF BEDI —F.::SEPTIC SYSTEM ELEV. 35,Q1 may. 33.0* 3 G -PURPOSES. GARBAGE DLSPOS r -TO D.E.P. Ol S AND REGULATIONS & CAM & TOTAL ESTIMATEI LOAM IUfT TO WITHIN 4' FILL 5' FILL ( 4_ GAL/B ,—ENTIALLY THE ORGANIC MAT ORGANIC MAT. L SEPT TANK CA] BE CAPABLELEACHING AREA UNDER OR SIDEWALL ARE .-20 LOADING TILL TILL OR PARKING BOTTOM AREA � . X GRADE SHALL 20' 18' LEACHING' CAPAC MEDIUM/ MEDIUM I CE WITH SAND SAND WATER RESERVE LEACHE 0] CANT LS TO WA ER TE AUTHORITY. APPLICANT: DAVID MUNSELL CATION OF 25' 24' VATION. REVISED: NOV. 14,1994 r,0 I- 15oe 'V VV APPLICATION FOIL PERCOLATION TEST AND OBSERVATION PITS ' LOCATION06 VILLAGE ! Lr _ ATB APPLICANT' S �r� .� e �,r.."" �c�s Pit a . . .,... .. - �Nnn�re un a <s. ADDRESS mELEP;0NB NO. ENGINEER �.1 - - TELEPHONE NO.r"' a Z 2, DATE SCHEDULED pp cent s s qne ture LbYA ��� Qo ,wad _ ,� ��;00a,r1 BUD-DIVISION NAME• � JiAT4-.. ' EXPANSION AREAS YES$-NO a& �"r�-. _�L,tw t�0; halt h ' TOWN WATER•, RIVATE WELL ._ t .�a g_0!r - -- ._. MANY OF Hl�Al,TH SKETCHs (Street name,stc. ,dimensions of lot, exact location of test holes anal percolation testa, locate wetlands in proximity to test holes) NOTE81 It 2 � 1 s r 1 , I 1 I , • OPERCOLATION RATE s _ 2e% - ,..._._.._... TEST HOLE NO! 2. ELEVATIOM T189sT HOLE Not - ELEVATION? 3 3 H_ l..pQ•M •4'lV 1 4 -- - ----�. - d ' 6 8 -^ • `iLL.. 10 11 • 12 .2 cl — --- -- SUITABLE FOR SUB-SURFACE SEWAGE: LEACHfNd tELt) LEACHING PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE• REASONS! OA) Z - o NOTES ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY_ DY_ P. E. AND RETURNED TO•BOARD OF 11EALT11 S 86059'40'E j; 404.e4 1= 58 t • 2t1.84 193.00 IArT -, HERfIm W. N YARSHALL a iqr N ` ' LOT 27 I c GEORCE W. '� - --— 1.346 ACRES I.o 81AKEl.Y I /� s � " 000, 3 2.139 AGREE N oil O 2 V I r LOT 57ART ao 4 N' l F. ;NIICCOLLE z S88"38'30`E D 19736 I t V O O I N O SO 35. 0 - S 9903708 W W V 219.17 W LOT , . 6 3 I 0 53 1.454 ACRES W s NW LOT 26 JACK RINAD 6. YILGROY SMITHSi 1 �� N i�iN — 1.023 AGREE Z' 3 33.Mt- ' ;g Jr ��� 187.62 Y i 229.32 S 89'40'43'E 416.94 Z z ' - _ LOTo N I - L 25 = p w C WALLACE SMIT Y. W � SMITHLOT 52 I' l ' 9s OOYENic J.F?M0 I O 3 3.035 ACRES I LOT 9 n t� � ALLAN N.CNASE a; $ LOT 7 Z / LIT SI 1 a u) N ALLAN H.CHASE Q ERNEST E. ►W-- N J 1MUREfTZER N �� � J N •••�_— FOR ACCESS Arlo ' � � EASEMENT LOT S ,. ' z RICHARD W. S 8T'41'17�M .. 42T. I ARMS NOTE-'W''T 6' AND LOT I ONE WT AND L STEPHEN-JONESTR, L01T'W TO 8E Or 24 U. O I TFIAT THIS PLAN CONfCiRYS I ,E RULFS AND REGULATIONS OF I 1 'iSTER OF DEEDS. 2 , 1987 REG.LAND SURVEYOR � 1 PLAN OF LAND IN BARNSTABLE, MASS. FOR MILL CREEK REALTY MIST a APPROVAL UNDER THE SUBDIVISION MAY 22,1987 100 90 O 50 CONTROL LAW NOT REWIRED. -lUUE 29,1987 DATE Afsfa.4. 007 SCALE IN FEET r•100' &JAK M. LANID SURVEYOR PLAI/11" BOARD MOMAMAD,KAU. 11■11 /���• N.:~�+f•'�•'1'--ter-y. I r/\ \ �. :!•�••ice%•• .ZA • aW LNG 'i I� r \ • 11 ` xx \ t• .��I 1 r, 1 f 1 Pei u •cr II QAS/N � i/�� D/rCN�''�•a�.. 1 � f it I/fll 1i I,, fl it i I' t •I J t 1 M •' 1 al i 1 fx• BK• 43S PC. j�o I 1 ♦`•• � (1 �'•f 11 1 f n If Lift , I•If 1 1••'ll I �1%il h 'I •N y�;•I -- �!•,' �ASEI`!�/T /�/e Ac��Ss AND t�T!U T/�5 3v�►oJi�E ;�i i � Ca f t4tZ7. C.4 '.SN Xe If - •.� ef VI IV FiGG • �'U � /•__ � �•-.r,.., � I'�'y 'f/ 'art ii : "'`--- -•- J i... .00 . 1411 1 l LEO _ . , lit Gb . r TA Ne limit }�.•r� � \ y r1 `\ \•\\�'� ...., f + '" .•it��i is,,� ?.._`•+ � a rr • j I 1 f• sa: 1 ., �. .. ,AAA JZ L?ATA .k)�so r I . .. Fk 'i►�'....� 'a ' x..aa;0 (wig!;• 41 It G44.S��P7"�c:T�.. v 1 •{r�� 4� a .,, e / _`"l •''Nr 7- � � f :.ti• bn . U!,/S' / •1 1. _ �" I_ .j ���M� �I •��(�� � ,�J',.� �jf•�• :. l �(`iJi� jq �. .�nQ f•7�•, � ,d. i. �r.��j �; '� ��` ;�5�'• .r , ^r•f:.'•~•:i.. � i�4� � e`.'�,`,i�;�%i� k t�i� �i A'V �1 . ,,t .. ,tiyy�,'{� C �(y'„� •• .. .� ��IyJ -• f w .7.r r 4rrf•3'•cSIY ♦ ":! .'1, f; -1 • _. wF 1 l �i i • t.►� d ��1f��u�u�' �^SE�RYATIOIVI 'r L i ---1���. . . .,�.. _ »�,. ,.f , •:moo r~ � ��'�. � LE OF GROUND WATER TABLE /-►'DTu ST&-D / S tom' No ra. OSAL SYSTEM _ Nprt. INN`, VNSI/i 7/•�(3(,� NA�AC.I�ri. /i/ �/� .� SCALE 44-,GN TV Oet- A4 rfv V&6, 41i. ai4"f:r o WITNESSED BY : �Gf►N. BOARD OF KEALTH - C to ENGINEER DESIGN DATA : NUMBER OF BEDROOMS 3. . . . . . . . . . . TOTAL ESTIMATED FLOW . . "7." . . > GALLONS/DAY ' BOTTOM LEACHING AREA . . ! . SO.FT. /PIT//t 7 7 SIDE LEACHING AREA . . . .� ��. .�. . . SC.FT./ PIT/•''' GARBAGE DISPOSAL !t!/i.'✓c' • .(50% AREA INCREASE) TOTAL LEACHING AREA . :3c.�'.� . SC.FT ' PERCOLATION RATE .�: 71�ia!r fv�iL MIN/INCH LEACHING AREA PER PERCOLATION RATE'::' SQ.FT./t. •t'ci NUMBER OF LEACHING ATS ~/r. . .�EGG�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . • Z 7- ,So iG L o G 4sz. 3Z• 8 a LogM & 3l' S.rQ•.Se�t. 3�° Sci13- 50 ' S✓�•��c. G7.29 8'0 t Ltl.. 3e,eo �N IRiF4w6-P WA/r)It • 4W Z41C.Jo SR�o4C WiTN lA�/C I� S W/4A)yJ7" of PACKit>> OF /Zi', x/N!S d' -,r~o G SA'1dD F/NHS /74 Cam'►N Fz. /f.So Fl. Zm.ovI . LL-z. Zo.Be a .y .. .�.,vviiivc` /yy. DG6Jo `11 e • b ' 1 P S2 6/ ,.�w�.. -L•LL r t r.a 'r:.�-�:L r'T-� � io� Par. 0 411 ,o 0 l TN ' � o -�I ' wRPeslm Azov. rip of Fr,y I_►t :. II I ftE PR�PO IriwroMw"�� d-4'. oa 'V111 ao' f '� �ti. ' ---• 'III' ou rip 34�•._ F�7 t3 � I I Q -So S-3 L oT M e 49NI> LOT- d -To. F'j_ .f 141.1 I I L : ,59 L40 ��. j �.. ,f 41.( • t1 -�F�jo F•rd' f yll is' 1� <'M�� 7�ql- /91�f/-� //� `iloo -`- F'l'• .� 1-11 �•r N, . IN 101 ....._.__. � __. � - - v,• �� Ili 1 4/1 ol oo le/ .�4o -Y'=-- PIPE < - M/ICI. /VOTZ�` : /f TNL� SEPTIC. Ti�NK ,s -Mpl~` l0 Fr --.----- _ ` . ?•hr. /i M /,/yCH�.�' 0Wt0Hi /Gf'F RM r �� r +. ;• '}/NCh/ �lAM6TLaR CON�./�E7a �o✓BR : .•..� ¢rpvc P/PE BE B.e�t/ONT TO [iR•AOF. `�tN. EXT��► f/rEAYY �•4 = '� �a • E AS M/N• P/TCf,/ `. '* C T/RO/V fONCRE T CO VER• SRR L�. 'B E YS.G�O. J F'//11 {�: - .;; COVPRS �;�e+PER FT• 7_ -,D R/V&mWA y ` .• -� q � .�4 o' X-t-- •r'• .F .o . A _ t O PERPi7RATE0 < It. ; r -ism. —"----` —-; � P Y C - LIQUID LEVEL i -:, � -LEAIV SAND T R N PIP e =1 :•. :.. • N ER FT. ` SEPTIC TA PK o/s:. -��'' - t= _, �.T a4. 9�.�'SEE { . 7 ODX /AO✓tAT/ON,) E,gCIp /VG FIELD q j�• _ SECTION OF GROU)VD WATER ?ABLE SEWAGE O/SPOSAL SYST�M X ' I Ti96/ILRTION LEACHINCY F/ELO.•` D/MENS/oN A 4 FT. SCALE �4" /'- O••/' D/MFNS/ON 8 �_FT M N. r 3 FT. 6 FT- O_C. I pI,IyENS/ON G N potleLE 0,- le ': 3/0" PERFORATEO SOIL. TFST� SO IL TEST */ SOIL TEST,# yy�9SNED.STON.E PVC PIPE PATE OF. SD/L T ST t� /S 77 ELEV.` 7 ELEV. Fr ----�--� ,r- - --. --- - _ RESULTS N//TNES, -=lP DY R.R TJ v�✓��<r s' : PERCOLATIQN 7E / •>T'.•-i•y.��'L�S•�•iii z•i.r:-,•y.. •-*r.y` yfin. �'EL R E f'iN�lLN-..G H /.p,•r''/cLZZ�.t-y (�AI D. pFRCOLA /O 1 4 y DES CK/TERlAirI' .--: . . _ ;..t 3ja+-/ /2'• Z w- A/LIMCER O BEDROOMS DUD S A �S � PERFORATED T /[ N .Z O B• H DST P✓C PIPE *VA E SET V FT GAR 6E /.SPJ0.SAL /f ON CENTER EST/MAT D FLOW 3$P GAL/DAY I Z' Y►'�p- - Q7•S _ S. ` LEACH!. G AREA tC—X �eEs�vE AREA► A 3ZS4.�r �r�� SCALE : %sue a. I -C7" i� - [] NOGRDUNL yV�+TCR ENCOUNT:QED r- ;,�_^. re : ALLr'IA �` Jal c.�fl�eRlr/��c Tc BE �� Li GROUVP WATER AT ELEV.. �I•r .:�.�DTc /iI a o, s f)ao S�r� IN TtJM .AND ! , VERT EL�'✓ATIONS iyi�y Z-,r -- LOT 2/0 D�.✓i-✓ L/�/i/�'' J14 IN✓ERT PT Bu/[PING . A AFT.yea _OF /NLET .SEPTIC TANK- ..[Z FT.',• •QUTLET SE.PT%G TA N K is FTL E ENCs/NEER/NG CQ,OBERT' c - Y INLET Q/STR/BUT/ON foxEL�R DGP � • t ' �'�': ` � tlTdoNBpX• .�2:fT. • 7/2 MAIN .9T, Z a3 NO.MA/tsuroi� �, ^ / ass a rx.sr.,oNo.22162 :?� IWO °�,/o8n/o. 77/o . !r ,�' .r•• (:t9 s,.n;,.Ay*f�pC!"V• Lawii3,"}.;:�.;^:!!' "w .• • .11r�� ,. .a, �ti: •..k Y•' Rv is; 6 (k) a.. 1 , >��,d r dF fir,. .K: �. . .- $2•D / . \ v��. p/.o ..._, .. �+`j° _' . f j I 6 00 s.F i 3 8 »r L oTNMI z 10 � IpyE x I ) r+ f yZ :4//� L•8� . r ��� ��H OF M4 ci N Y " y. r. ti �. ..,r •�•. o ;�a ROBERT . � P. a (r• �` o BUNIKIS ..y E PA..I • '.. I.r ct No.22162 STA LE C" i- ,,.l 'ry�,a«c/�.M:, .f )`I• t `• 6•' �/ �O�`y`C c i ualJJll�ll kL .... /GA6 lei In Mkt %Te*-R&t z vA +. a7- '24 GEND n-r 25 CERTIFIED PLOT : PLA.N . ITWOW SPOT . ELEVATION 0,%0 . EXISTINS CONTOUR FINISHED . S'POT ELEVATION � Usi FINISHED. CONTOUR 0 ------ --- ----- , IN r OvE04 BOARD OF HEALTH 7) . 14"T �--�-- AGENT SCALE= ` =ya' DATE = 1l- �7-77 a+ QREAGE ENGINEERING CO. IN CLIENTS PTT I CERTIFY THAT THE PROPOSED" MISTERE REGISTERED JOB N0. ��� BUILDING SHOWN ON THIS PLANLE ' ''` C1YIL LAND CONFORMS TO THE ZONING •.L'AWS DINE ls�RVEYORS DR.BY OF BARNST BLEI, y 33 ram. MAIN ST 712 MAIN ST. CH. 8Y= � C, �''� a7- SO. `YARMOUTH, MASS. HYANNIS, MASS. SHEET I OF D TE REG. LAND SURVEYOR 1 1 1 1 J I � 1 1 1 1 1 1 1 1 1 1 1 I Ile Q� 4. 4i3 � 1rC'�c �G � Of � L 70' �� ' • a a A.M.Wilson Associates Inc. January 3, 1995 Barnstable Board of Health 367 Main Street Hyannis, MA. 02601 RE: Variance Request for David Munsell Lot 5, Redwing Lane, Barnstable (Our file 2.0485. 1) Dear Board Members: Our office represents the occupants of lot 48, Assessor's Map 318 who are abutters to lot 5 Redwing Lane, Barnstable. We have reviewed documents in your files as well as those of the Conservation Commission relative to the Munsell proposal. We have also examined a number of public reports, maps and documents relevant to the project. On the basis of our research, we believe the project and the request for variances currently before you should be denied. Initially, it appears that the project requires several variances not yet applied for. These include: -Local Regulation VIII sec. 6. 0 -Local Regulation VIII sec. 10. 0 - . Subsec. 1. 2 Subsec. 1, 6 Subsec. 1.18 -Title 5, 310 CMR 15.03 (3) -Title 5, 310 CMR 15.03= (6) -Title 5, 310 CMR 15.0�(4) -Title 5, 310 CMR 15. 15 (7) 911 Main Street 508 4281450 Osterville, MA 02655 FAX 420 1856 V •, We have serious concerns about information deficiencies on the filed plans dated 1/12/94 rev. 11/14/94, which as of 12/29/94, were the plans of record in your office, as well as inconsistencies between soil log information provided on those plans as relates to soil log information on the percolation test report filed with your office and the recollection of your inspectors. It is our understanding from your staff that Mr. Jerry Dunning witnessed the 12/2/93 test hole. He informed me that the machine used to excavate an observation hole that day could not get through the "till" because its reach was too short. He estimated the hole dug in his presence to be +15 ft. Thus, his recollection is entirely .inconsistent with information provided on the plan and in the perc test log which indicates that on 12/02/93 a hole +25 ft. deep was excavated. Further, assuming that the test pit numbers were transposed on the log versus the plan - there is also a numbering problem between the logs and the sketch on the perc log sheet - there is still a discrepancy between groundwater elevations which show up as elevation 21 ft. the plan but elevation 11 on the log for the pit in the primary leaching field. For that same location, the percolation log shows only 2 ft. of sand all below water at the bottom of the pit. But on the plan, there is an indication of as much as 6 ft. of sand. This type of discrepancy is very troubling and, we believe, is sufficient for you to require the excavation of an additional percolation test. Further, as to the groundwater information, by admission of those present during the test pit excavations, water was weeping from the side walls above the elevations noted for groundwater on the logs. The holes were apparently not kept open overnight to allow for stabilization of water elevations, so groundwater noted could be significantly different from actual elevations. _ Relative to required local variances, Part VIII section 6. 0 of your local regulations require sites with flows in excess of 330 gpd per acre to connect to a sewer, if one exists within 3000. This site has +431 gpd per acre of flow. There is a sewer in Rte. 6A at the Art Association building with a service connection for the Fairgrounds Condominiums. This is less than half the required distance from the site (attachment) . In 1984, the Board of Health suggested that the subdivision of which this site is a part, be connected to the Town sewer (attached) . It is apparent that a variance from VIII, 6 is required but has not been requested. Part VIII, section 10, subsec. 1. 12 requires all wetlands within 300 ft. of a proposed septic system to be shown on project plans. Based on information provided to the Conservation Commission and on discussions with their Administrator, Rob Gatewood, there are wetlands within +105 ft. of the reserve area and +135 ft. of the primary leaching system. There is also an intermittent stream on-site but not shown on the plan. That subsection also requires water service to be shown. It is not. The design criteria of subsection 1. 16 and 1.18 are not met. No variance has been requested. With regard to Part VIII, section 9.0 based on the test log form, there may not be 4 ft. of permeable material, as the 12/2/93 log is shown as only having 2 ft. of sand below the till. Thus, not only is a variance from doing the percolation test required, but one from having the minimum depth of dry material and, perhaps even from having the minimum depth at all. Thus, variances from Title 5 for minimum depth of permeable material as well as for performance of the percolation tests are also required but have not been requested. We believe this project is simply not ready for. permitting and request that the Board: 1) Deny requested variances at this time; 2) Require the performance of another deep observation pit with percolation test; 3) Require drafting of new plans based on the additional testing requesting any required variances at that time. Respectfully submitted, A. M. WILSON A SOCIATES, INC. c Arlene M. W lson Principal nvironmental Planner attachment cc: George Blakely Jack Landers Cauley AMW/195AW1 A. M. WILSON ASSOCIATES, INC. JOB 911 Main Street SHEET NO. OF OSTERVILLE, MASSACHUSETTS 02655-2015 (508) 428-1450 CALCULATED BY DATE FAX (508) 420-1856 CHECKED BY DATE SCALE 3 h ..............................................................._..............s...... ...; ..... ..... ... ...... ...... ..... ...... ...... ..... y TpD wzt ' � O TP. # . ... .......... .. ..................F ..... .._L )...... .. .FP T ! ..Zv� TP -Pt a,v L o G e .3s .............. F.�''.!.. .. �/LO wi . . ....................................... ..............................._...._................................ ..... ..... ..... ..... ..... L LOAM; oo .... ........ ........ . . . . . ... ... _..... ... ptv. _ ........ � + t:...........:........ .................. ...........�....... ... . . ... ....... r�c-� ....................... .. _o...... F/cam e�..3.....<........................................ Lo�►� ( ._wt...........................:.............. ............_............ ......c �. ► L..c_.............................................oe A.►.�_e......_..... ..u .............................................. ..... ............................fi e,1 ........................................!......................................................................................................... .......... ..... ..... ............................... .... ...... ...... ..... ...... ..... ..... ...... _p2G_A ... .... ..... ... ............. ... ........_ ........... 3<.0._.. rn.A r w ...... ......... i i ... .. ........... ................................... I. /C.L 'l/GG . Hzp .... az/./...... ..._e t.y...... ....... ....... ..... ...... .... ... ..... ...... sratiD Hz0 - _Z3 O e z' /a............ �.: ................. . :........................o .................... taD /1.......... je... ... ... ... ........ ......... .. 3��7om .................. . ..... ..:. ........ ... ......... . .... . .. r...� . PROCUOT 204-1 iSind!e SAeetsi 2059 iPa-a', ca tn[..Groton.MasS.01471.To Order PHONE TOLL FREE 1-800-225 6380 THE TO�o TOWN OF BARNSTABLE 6 OFFICE OF BAH37TABL = 0 MAM. BOARD OF HEALTH O 1a39• ♦� o u w� 367 MAIN STREET HYANNIS, MASS. 02601 April 6, 1984 Mr. George Blakely P. 0. Box 347 Cummaquid, Ma. 02637 Dear Mr. Blakely: We have reviewed the soil logs submitted on a ten acre parcel of land located at Redwing Lane, Barnstable. In addition, John Jacobi, a Health Inspector, observed a percolation test and a soil observation pit on the property. It is our opinion that due to the soil conditions as evidenced by the soil logs submitted that it would be extremely difficult to install onsite , sewage disposal systems that would conform to Title 5, of the State Environ- mental Code, and Town of Barnstable Health Regulations. It is our opinion that this property would best be served by connecting each lot to Town sewer. It would appear that the parcel would only support one or two dwellings if Town sewer is not provided. Further testing would be required prior to any approval however. Very truly yours, n M. Kelly r erector of Public Health JMK/mm r _ ✓�i �nms»osaeaFall�o1,addaehrAde!!d Mali �ealamalcaa[ .�oa><d / CAPE COD MOSQUITO CONTROL PROJECT CDNMI[SIDN[RSI CAPE COD CIVIC BUILDING 14e FALMOUTH RD. FORREST M.WALES.,HARWICH HYANNIS. MASS.O2eO1 CHAIRMAN TELEPHONE 1617,775-I5I0 ARNOLD W DYER. FALMOUTH 77s-1 sae VIC[.0 NAIRMAN OSCAR W. DOANE.JR. CHESTER E.CROSS. SANDWICH SUP[RINT[NDCHT S[CRRART JOHN W. DOANE ASSISTANT SUP[RINT[NO[NT June 4, 1984 Mr. George W. Blakely G. W. Blakely Construction P. 0. Box 347 Cummaquid, Massachusetts 02637 Dear Mr. Blakely: In regards to the drainage ditch at Red Wing Lane, Barnstable, Massachusetts(Old county Fair Grounds), I submit the following. The Cape Cod Mosquito Control Project has no objection to the moving of the ditch which we looked at to- gether on May 29, 1984, providing the new ditch will serve the same function and is not subject to bank erosion. The other alternative we talked about is piping the ditch which I also would not object to, providing clean-out pits be placed approximately every 200 feet in the system. I do not feel that either one of these alternatives would interfere with our work, although I would like the opportunity to look at the plans prior to the work being done. Sincerely, ohn W. Ddane Assistant Superintendent • JWD/ml cc: Barnstable Conservation Commission Revision adopted September 16, 1986. Ettective September L:), 196U a1LeL j,uui1(-aL1011 tl'reC' Cod Times. ' oft o TOWN OF BARNSTABLE OFFICE OF '""' R MASl ; BOARD OF HEALTH 3e7 MAIN STREET °he sir� HYANNIS. MASS. 02e01 r. GROUNDWATER PROTECTION The Board of Health, Town of Barnstable, Massachusetts, in accrFa ' the authority granted by Section 31, of Chapter III, of the Commonwealth of Massachusetts, hereby adopted the following rule a public hearing at a meeting of the Board held on September 6, 19t53. Revised at a Board of Health meeting September 16, 1986. PURPOSE: The protection of groundwater In the Town of Barnstable The ground resources of the Town of Barnstable are its sole source of water supply. -It is now known and demonstrable that public supply wells draw water from a substantial land area. It .is known from experience that high density housing can over time cause serious deterioration of ambient groundwater by nitrate contamination. It has been proven that nitrate contamination in drinking water can be a serious public health problem. Calculations performed by Cape Cod Planning and Economic Development Commission Indicate that individual residential housing.units placed on one acre parcels will produce the maximum recommended planning limit of 5 ppm. nitrate-nitrogen In groundwater. Proposed subdivisions within 3,000 feet of a municipal sewer line shall connect all building lots in the subdivision to the Town sewer If any lots in the subdivision are less than one acre and are located within a Zone of Contribution to a public supply well. Zones of contribution will be determined by the Board of Health. All new multi-famlly dwellings within a Zone of Contribution to a public supply well within 3000 feet of a municipal sewer line shall connect to the public sewer. All new commercial structures within a Zone of Contribution to a public supply well within 3000 feet of a municipal sewer line shall connect to public sewer. Outside of the Zones of Contribution to Public Supply Wells, any new construction on lots with sewage flow estimates exceeding 330 gallons, per day, per acre, as listed In Regulation 15.0203), of 310 CMR 15.00, Title 5, of the State Environmental Code, that are within 3000 feet of a sewer line shall be considered for mandatory connection to said line if the Board of Health determines that on-site sewage disposal systems may contribute to the degradation of the water quality of public or private wells, lakes, ponds, or coastal embayments and other watercourses. 310 CMR: DEPARTMENT OF ENVI RON KI ENTA L QUA UTY ENGINEERING } 310 CMR: ',f 15.02• continued 16.03: continued impervious material unless the requirements of 310.CMR 15.03(6) have been ' met. '" be K t (18) Multiple Use. The use of a subsurface sewage disposal system by more . ' P than one lot is prohibited. ° co (19) Maintenance. Every owner or agent of premises in which there are any private sewers,,individual,sewage,disposal systems,,or.other meansof sewage - (4) P disposal shall keep the sewers and disposal systems in proper operational suits condition and shall have such works cleaned or repaired at such time as ordered this by the Board of Health. If the owner or agent of the premises fails to comply } deep with such order, the Board of Health may cause the works to be cleaned or by th repaired and all expenses incurred to be paid by the owner. Sewage disposal (a works shall be maintained in a manner that will not create objectionable di conditions or cause the works to become a source of pollution to any of the re � waters of the Commonwealth. re lb (20) Discharge to Surface of Ground. No sanitary sewage shall be allowed to Q7 discharge or spill onto the surface of the ground or to flow into any gutter, R street, roadway, or public place; nor shall such material discharge onto any ` A private property. 4. P1 t' T (21) Flow Measurement. Meters. dosing counters, or other flow measuring pi devices shall be installed to record accurately the flowmf sewage when required ^: ti by the Board of Health or the Department of Environmental Quality x' (r Engineering. K). tt s< (22) Reserve Area. A reserve area of at least equal capacity, suitable for " b' i subsurface sewage disposal and upon which no permanent structures will be # (r I constructed,must be provided for all sewage disposal systems. r' i 15.03: Location f i a (1) General. The location and installation of each individual sewage disposal s: system, or other means of disposal, shall be such that with responsible maintenance it will function in a satisfactory manner and will not create a nuisance or discharge into any watercourse of the Commonwealth. In. determining a suitable location for the system, consideration shall be given to Percolati ? the size and shape of the lot, slope, natural and adjusted drainage,existing and Minutes P known future water supplies, depth to ground water, presence of impervious material, soil classifications, and reserve area. No Disposal Works Construction Permit as described in 310 CMR 15.02(1) shall be issued until a representative 2.0 or les of the Approving Authority has: 4.0 6 (a) Performed a site examination t .0 8 (b) Witnessed deep observation holes .0 (c) Witnessed percolation tests 10.0 15.0 20.0 (2) Site Examination. The site examination shall be made to determine if the } 25.0 size of the lot is compatible with the proposed sewage disposal system and 25.0 should be made with regards to the distances as outlined in 310 CMR 15.03(7) over 30.0 and-the-requirements-of-310-CMR (3) Deep Observation Holes. The purpose of the deep observation holes is to determine the character of the soil in the leaching area and specifically to determine the ground water elevation and the presence of bedrock or impervious material. On any lot, in the area to be used for leaching, except as noted below, there E will be at least two deep observation holes plus any additional number which, in the opinion of the Approving Authority, will be necessary to determine the consistency(or lack thereof)of the character of the soil. The observation holes shall be examined to a depth of at least 4 feet below the bottom of the proposed leaching facility, but in no case shallower than 10 feet, unless this depth is unattainable because of bedrock, etc. The ground water elevation should be determined when the ground water is at its maximum elevation. i 12/31/8 310 CMR-294 "': 12/31/86 Abu" W 4 .♦�7�^&LJ � 4 . EERING A � '' , t ; 310 CMR: DEPARTMENT Of ENl'IItONNIENTAL QUALITY ENGINEERING 5 1 l "'1•far , �/ n 15.03: continued t' 13(6) have be _ , r EXCEPTION: In cases where three or more contiguous single family lots are being examined at the same time by the same engineer the requirement of r ; two deep observation holes per lot is reduced to one deep observation hole stem by riots per lot, provided that the character of the soils remain consistent in the i opinion of the.Approving Authority. The deep observation holes shall be ; conducted in the area to be use Bashing orr eactrlot-- there are any-�'il ,r tr ans of sewage. t+ ?'.r (A) Percolation Test. The purpose'of the percolation test is to determine the t er operational suitability of the soil at the leaching elevation and to a depth of four feet below me as ordered ;, fit,:, this elevation. In cases where the soil varies with depth as indicated by the ails to comply+ y ri deep observation hole, percolation tests at various elevations may be required be cleaned or`++"'# s a+: by the Approving Authority. wage disposal (a) At least one percolation test shall be performed at the site of each t objectionable -A disposal area in the soil to be used for leaching. Additional tests will be f .t to any of the required where the soil structure varies or where large disposal areas are ` required. Percolation tests can be performed at any time during the year. `l r° (b) Percolation tests as prescribed in this section shall be performed at no e allowed to f. expense to the Approving Authority by a Registered Professional Engineer, to any gutter, ( r, Registered Sanitarian, or other person who, in the opinion of the Approving rge onto any . Authority, is qualified to perform such tests. All percolation tests shall be performed in the presence of a representative of the Approving Authority. r/ E The cost of labor and equipment necessary to dig observation holes and the w measuring ' w provision of water for the performance of percolation tests shall not be at hen required the expense of the Approving Authority. ntal Quality i, 4# (c) Percolation tests shall not be made in holes that have remained open to the atmosphere for more than three days, nor shall they be made in frozen dt soil. Percolation tests may be performed when the elevation of the soil to suitable for be tested is below the frozen soil layer. lures will be (d) Percolation tests shall.not .be made in filled ground unless the requirements of 310 CMR 15.02(17)have been made. (e) The minimum leaching area to be installed shall be determined from the following table, with the'estimated daily sewage flow as determined in r* s accordance with 310 CMR 15.03(13). The slowest percolation rate obtained age disposal shall govern leaching area requirements. responsible 1 ` LEACHING AREA REQUIREMENT of create a nwealth. In. CS be given to Percolation Rate idewall Area (1) (2) Bottom Area (3) existing and ;�. Minutes Per Inch Square Feet Gallons Per Square Feet Gallons Per f impervious ;, 3 n.;� _ a ` Per Gallon Square Foot Per Gallon Square Foot Construction ' presentative A ,. ' ' t` , 2.0 or less 0.4 2.50 1.0 1.00 at' a t ; ''• 4.0 0.5 2.00 1.2 0.83 6.0 0.6 1.66 1.4 0.71 + k 4'.ft• 8.0 0.8 1.25 1.6 0.63 ,- � 10.0 1.0 1.00 1.8 0.55 15.0 1.5 0.66 2.3 0.43 rmine if the 1, 20.0 2.0 0.50 3.0 0.33 system and �'• s ,' -.;+ 25.0 2.5 0.40 No bottom area MR 16.03(7) e } 30.0 3.0 0.33 allowed f fr,F.y over 30.0 UNSUITABLE over 20 minutes per �r. inch holes is to cifically to 4 t bedrock or ' _`1a , `:' [I) No sidewall area is allowed for leaching fields. 4.f4 ti below, there _ ' i [2[ Sidewall area is the pervious vertical interface of the excavation for er which, in ' 1-• the leaching facility below the invert elevation of the inlet, or the lowest ik termine the .: r s invert elevation of the distribution line. r„~�r�, ation holes Wei of The � ,' > > P' 131 Bottom area is the pervious horizontal interface of the excavation for Il .tbi+OF W3 r elevation ion. +• _ Di ga mu per day shall out btf installed whertr the percolation rate is slower than 20 minutes per inch. -2 3 LO CMR-295 94 12/31/86 i )i 310 CM 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 141 N . r I �t{' • � ^.' Ci 4 SF}i 15.03: continu 15.03: continued [5] Soil with a percolation rate of over 30 minutes per inch is considered Component r impervious and, therefore,unsuitable for the subsurface disposal of sewage. , (6] Area requirements will be increased by 50 percent when garbage a I grinders are installed. a Well or sucti (7] Sewage systems to be constructed in fill must be designed according to Water supply the percolation-rate lot the underlying original-soil. _ Property line ' Cellar wall l (e] See Illustration A in 310 CMR 15.11, Illustration B in 310 CMR 15.14, swimming p and Illustration C in 310 CMR 15.15. a Surface wale a (reservoirs to reservoi { F151 i; •. - `1. :� (6) percolation Test Procedures +i (a) Prepare a test hole into the proposed leaching strata within the disposal open and st area of 12 inches in diameter with vertical sides 18 inches deep. drains F'=r (b) Establish a fixed point at the top of the test hole from which all Watercourses measurements can be taken. t Subsurface D ' k< «': s '"(c) Scratch the bottom and sides of the test hole to remove any smeared ); Leaching cat t soil surfaces. Either add two inches of coarse sand to protect the bottom well from scouring, or insert a board or other impervious object in the hole so } , Downhill slo ( that water may be poured down or on it during the Filling operation. r ., from the t f (d) Carefully fill the hole with clear water to a minimum depth of 12 inches leaching f and maintain the water level by adding water as necessary for purpose of <Yo` soil saturation,but in no case less than 15 minutes after first filling the hole. z (a) After saturation, if the water level drops to a depth of 9 inches in less . t than 30 minutes, measure the length of time in minutes for it to drop from a " . '. depth of 9 Inches to a depth of 6 inches. If the rate is erratic in the opinion of the Approving Authority, the hole shall be refilled and soaked until the brop per increment of time is steady. The time for the level to drop from a es divided by 3,will be the percolation depth of 9 inches to a depth of 8 inch rate in minutes per inch. (f) It the initial 3-inch drop requires more than 30 minutes(rate equal to more than 10 minutes per inch)the soil shall be saturated by filling the hole to the top and maintaining it full For at least 4 hours. The soil should then .r be permitted to swell overnight so that the soil conditions will approach i those which exist during the wettest season of the year. After the overnight a swelling period, the test shall be made again by Filling the hole to a 12-inchGi depth and maintaining that level for 15 minutes, letting the level drop to 9 4 (SY j inches, then timing the drop between 9 inches and 6 inches. The time ' t ' elapsed between 9 inches and 6 inches,divided by 3,shall be the percolation rate. / (g) In certain soils, particularly coarse sands, the soil is so pervious as to ' make the percolation tests as described above difficult, impractical, and meaningless. Therefore, at the discretion of the Approving Authority, the [) test as described above may be waived and a rate of two minutes per inch h ' can be assumed provided that at least 24 gallons of water is added to the percolation holes within 15 minutes and it is impossible to obtain a liquid ry. seconds per inch. depth of 9 inches or the percolation rate is faster than 30 se ?, �. 15.04: Buil (6) Required Depth of Pervious Material. Subsurface sewage dispos r` 1' shall be located in an area where there is at least a 4 foot depth of naturally p occurring pervious soil below the entire area of the leaching facility. The M naturally occurring pervious soil shall have a percolation rate less than or equal 3 to 30 minutes per inch or 20 minutes per inch for systems over 2000 gallons per F k day and the 4 foot stratum must be free of impervious materials, such a layers 1 of clay,silt,subsoil or loam. t `j (7) Dist anc as.(1)(2) No disposal facility shall be closer than the distances � stated to the components listed in the following table. The distance shall be increased where required by conditions peculiar to a location. teayo }5 f .. 12/31/86 .i 310 CMR-298i',*n )i 12/31/86 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING ;'x 310 C �`:' z j 16.15: contir 15.15: Leaching Fields' ? (1) Use. Leaching fields are not permitted in locations where the percolation (1 rate is slower than 20 minutes per inch. �'' a r i le (2) Leaching Area. The leaching area required shall be determined in t, accordance with provisions of 310 CMR 15.03. The leaching area shall be considered at the pervious bottom area of the excavation. 3 h k (3) Ground Water:cLeaching fields shalhnobbtr constructed in areasvvhere the maximum ground water elevation is less than 4 feet below the bottom of the " field. in t� '4° , th (4) Construction. Distribution lines shall have a minimum diameter of 4 inches `t a and shall be laid true to line and grade. The distribution pipe may consist of at ?t perforated tile, perforated bituminized fiber,perforated plastic or open-jointed t, VC. All distribution pipes from the distribution box to the leaching field shall $ be unperforated and shall be laid with tight joints. The depth to the crown of + }l' the pipe forming the distribution lines shall be not less than 12 inches from finished grade. Leaching fields shall be constructed in accordance with the following table: A �`t Minimum lines per field 2 4 Maximum length per line 100 feet „ Slope of distribution lines 0.005 ' Maximum distance between distribution lines 6,feet Minimum distance between walls of adjacent fields 4 feet s (5) Stone. The stone shall consist of washed stone ranging from 3/4 to 1-1/2 11 inches in size and be free of iron, fines, and dust in place. It shall extend the 11w t full width of the field, shall be not less than 6 inches deep beneath the bottom t : of the distribution pipes and shall extend at least to the top of the distribution pipes. The stone shall be covered with at least a 2 inch layer'of washed stone ;i ranging from 1/8 to 1/2 inch in size, and be free of iron, fines, and dust in place. All stone must have less than 0.2 percent material finer than a numberw 200 sieve as determined by the AASHO Test Methods T-11 and T-27 (latest edition). (6) Reserve Area. A reserve area sufficient to replace the capacity of the original leaching area must be pmvided. Impervious Material. Excavations into or fill upon impervious material u shall not be allowed. Excavations through impervious material may be allowed if at least 4 feet of naturally occurring pervious material, as demonstrated by a percolation test, remains beneath the lowest point of excavation. All Y construction after excavation through impervious material shall be in . th 310 CMR 15.02(17). _ e (8) Surface Drainage. The grade above and adjacent to a leaching field system shall slope at least 2 percent to prevent the accumulation of surface water. ; j (9) Cover Materiel. The minimum depth of cover material shall be 12 inches. "s Earth materials used to cover leaching fields shall be free of large stones, '` frozen clumps of earth, masonry, stumps, or waste construction material. Machinery which may crush or disturb the alignment of pipe in the disposalt system shall not be allowed on any part of the disposal area. "� r s F, (10) Sloping Ground. When fields are built at different elevations, rsc construction shall be such as to prevent the sewage from upper fields from flowing into lower fields. ,, S r r' 'See Figure 1 in 310 CMR 15.15. } II 12/31/86 12/31/86 310CMR-310 f r; f ,. r PART •VIII: ONSITE SEWAGE DISPOSAL REGULATIONS SECTION 10.00 ONSITE SEWAGE DISPOSAL CONSTRUCTION ADOPTED 6/11/91, BECAME EFFECTIVE 6/11/91, REVISED 2/11/92 ♦O IAUSTAS BOARD OF HEALTH nua i639' 367 MAIN STREET HYANNIS,MASS.02601 ON-SITE SEWAGE DISPOSAL CONSTRUCTION The Board of Health, Town of Barnstable, Massachusetts, in `accordance"with, and under the authority granted by Section 31, of Chapter 111, of the General laws of the Commonwealth of Massachusetts, hereby adopted the following rules and regulations after public hearings of the Board of Health were held on May 14, 1991, June 11,. 1991, July 23, 1991 , January 14, 1992, January 28, 1992, and February 11, 1992: Purpose: On-site sewage disposal systems designed to meet 310 CMR, 15.00: The State Environmental Code Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage have not proven to be adequate protection from viruses, pathogens, and other contaminants of groundwater and surface water particularly in areas where there is a lack of filtration due to the existence of sandy materials tested to have fast percolation rates. Scientists have observed virus entrainment in groundwater to distances of greater than 200 feet from where they were introduced to the subsurface through a conventional onsite sewage disposal system. In saturated or groundwater flow, viruses can travel unattenuated in medium-to-coarse sands. Human consumption of viruses, pathogens, and other contaminants which enter shellfish resource areas, swimming areas, and/or within zones of contribution to public water supply wells can place the public at risk to disease. SECTION 1.1 General Re uirements. 1.11 Application for Disposal Works_ Construction permit: An application for a'disposal works construction permit shall be submitted to the Board of Health and must be accompanied by a plan of the proposed onsite sewage disposal facilities. Any permit Issued subsequent to this application shall be invalidated if conditions different than those set forth in the application are found prior to, during actual construction, or within a reasonable time after construction of the onsite sewage disposal system. 1.12 Plan of Onsite Sewage Disposal Syrkp;g: The submitted plan must show as a tninimu the lot to be served, location and dimensions of the system (including reserve area), design calculations, existing and proposed contours, location and log of deep observation holes, location and results of percolation tests, location of any streams, surface and subsurface drains and wetlands within 300 feet of the sewage disposal system, known sources of water supply within 200 feet of a sewage disposal system, location of any proposed well to serve the lot, location of water lines on the property, maximum ground water elevation in the area of the sewage disposal system, and a profile of the system. The plan must be prepared by a Professional Engineer or other professio I authorized by law to prepare such plans. 1.13 No person, company, corporation, entity, ttust or firm shall install an onsite sewage disposal system leaching facility within one-hundred (100) feet of a Watercourse, as defined- in 310 CMR 15.00: THE STATE_ ENVIRONMENTAL CODE,_ TITLE 5:MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL, OF SANITARY SEWAGE. Section 15.01 Definitions. 1.14 No person, company, entity, trust, or firm shall install an onsite sewage disposal system leaching facility within two-hundred and fifty (250) feet from a watercourse with the bottom of the leaching facility less than fourteen (14) feet from the maximum adjusted groundwater elevation unless said person installs the leaching facility in compliance with the application rate as follows: Percolation Rate Application Rate Minutes/ Inch Gallons/'Sq. Ft./_Day 6.0 or less 0.75 or less > 6.0 0.50 or less (The application area needed to achieve these rates shall be calculated using the formula given in Section 1.2.) Maximum adjusted groundwater elevation must be'f determined using one of the following methods, or a method approved by the Board of Health: 1) using, ESTIMATING HIGH GROUND-WATER_ LEVELS FOR CONSTRUCTION AND LAND USE PLANNING-A CAPE COD, MASSACHUSETTS EXAMPLE, by Michael H. Frimpter and Martha N. Fisher, U.S. Geological Survey, Water Resources Investigations 83-4112, September 1983, or; 2) performing an observation test during the wet season as determined by the Board of Health. In marine coastal settings, observation tests must be performed over a complete tidal cycle, excluding "minus tides" defined by a standard tide table. A variance may be issued if a competent source demonstrates that no portion of the contaminant plume from the proposed septic system will intercept any watercourses. An application for a variance from this section must include a site specific hydrogeologic study commissioned at the applicant's expense. 1.15 No person, company, entity, trust, or firm shall install an onsite sewage disposal system leaching facility subject to Section 1.14 of these Regulations where the bottom of the leaching facility would be less than five (5) feet above the maximum adjusted groundwater elevation. If a variance from this section Is approved by the Board of Health (allowing a separation distance of four (4) feet), the proposed leaching facility must be designed such that the application rate does not exceed 0.50 gallons per square foot per day (gal/sqft/day). 1.16 No person, company, entity, trust, or firm sha Install a leaching pit, galley, flow diffusor, chamber or other leaching facility unit subject to section 1.14 of these Regulations unless each leaching pit, galley, flow diffusor, chamber or leaching facility unit and every ten (10) feet of leaching pipe length in leaching trenches, fields, beds or other pipe oriented systems is fed by a separate line from the distribution box (see Figure 2). However, systems dosed by a pump, reliably producing charges large enough to fill the system, need not connect each 10' length of leaching pipe separately to a distribution box. 1.17 No person, company, entity, trust, or firm shall install exit pipes in a distribution box with unequal invert elevations. It is recommended that all exit pipes be fitted with an invert leveler cap. No person shall install exit pipes which convey unequal flows. Onsite sewage disposal systems subject to Section 1.14 of these Regulations shall be constructed such that the equal flow is accomplished by one of the following methods or a method approved of by the Board of Health: 1) the distribution box must be installed on crushed stone which is at least six (6) Inches deep or on eight (8) inch thick concrete masonry< units or (cinder-blocks) which has a surface area equal to or greater than the base of the distribution box, or; 2) the use of a balance-pan spill type distribution box. A balance-pan spill-type distribution box fills a one (1) to two (2) gallon pan, with effluent before "spilling" It out to the exit pipes, or; (3) the use of a siphon or pump chamber. (This Section 1.17 only applies to those systems which have more than one (1) leaching facility unit.) .18 No `person shall install an onsite sewage disposal system leaching facility su e to Section 1.14 of these Regulations with an effective width which is greater than twelve (12) feet. SECTI ON 1.2 Calculation of Applicatlon Area: The application area (AA) fat a leaching structure shall be the effective bottom area plus six (6) inches around it for lateral dispersion (see Figure 1). The application area required to satisfy the application rates as stated in Section 1.14 can be calculated using the following formula: AA REQUIRED (sgft) = FLOW (gal/day) / 0.75 or 0.50 (gal/sgft/day) where, Flow = Gallons/Day as Determined By Title 5, Section 15.02 0.75 or 0.50 = Required Application Rate From Section 1.14 or 1.15 Above SECTION 1.3 Variance and Enforcement procedutes: 1.31 Variances may be granted only as follows: The Board of Health may vary the application of any provisions of this Regulation with respect to any particular case when, in its opinion (1) the enforcement thereof would do manifest injustice; and (2) the applicant has proved that the same degree of environmental protection required under this title can be achieved without strict application of the particular provision. 1.32 Every request for a variance shall be made ifl Writing and<shati state the'specific variance requested and the reasons therefore. Any variance granted by the Board of Health shall be in writing. Any denial of a variance shall also be in writing and contain a brief statement of the reasons for the denial. A copy of an q variance granted shall be available to the public at all reasonable hours in the office of the Town Clerk or the Board of Health while it is in effect. 1.33 Any variance or other modification authorized to be made by these regulations may be subject to such qualification, revocation, suspension or expiration as the Board of Health expresses in its grant. A variance or modification authorized to be made by these regulations may otherwise be revoked, modified or suspended, In whole or in part, only after the holder thereof has been notified in writing and has been given an opportunity to be heard in conformity with the requirements of 310 CMR 11.00 for orders and hearings. 1.34 Each section of these rules and regulations shall be construed as separate. If any section, regulation, paragraph, sentence, clause, phrase or'word of these rules and regulations shall be declared invalid for any reason, the remainder of these rules and regulations shall remain in full force and effect. 1.35 The provisions of Title 1 of the State Environmental Code (310 CMR 11.00) shall govern the enforcement of these regulations. SBCTION 1.4 . Penalty; 1.41 Penalty for failure to comply with any provision of this regulation shall be governed by Massachusetts General Laws, Chapter 111, Section 31. Each day's failure to comply with an order shall constitute a separate violation. 1.42 Further, the Board of Health, after notice to and after a hearing thereon, may suspend, revoke, or modify any license issued hereunder for cause shown. This regulation is to take effect on June Ili 1991. The revisions (additions of the new sections 1.11 and 1.12 and revisions to Sections 1.15, 1.16, 1.17, and 1.18, and Figure #2). are to take effect on July 23, 1991. PER ORDER OF THE BOARD OF HEALTH JlJoh C. Snow, M.D. irman S san G. Rask rian R. Grady BOARD OF HEALTH TOWN OF BARNSTABLE TM/bcs l%ig. 11:v'.I ERMI.NING APPLICATION .AREA, (AA) ryr Rectangular S'Gucaga (Lt + LZ + L, +,L+ + Ls + ft.) x (WI + WZ + W3 + ift.) Top View . zi d [ Cl 3' Stone For Circular S't►uctures ' AA = ((Wt + b + WZ + 1 x (J.14) Side View 'fop View It ry Stone wl D W2 WtFI� ll �� WZ*, U� , Stone,. ti rig. 2 RECOMMENDED DISTRI13UTION THROUGH FLOW DIFFUSERS MIRTHOD NOT ALLO 19D UNDER SECTION 1.16 Two S•Type Flow two Flow Diffusers diffuser! +1 ; 1 , I D•nox From Septic Tunk 1 I 1 ; 1 � 1 t • L i LL, -j rr 1 � 11 11 I � Two L.Typc'Clow Two now Diffusers bittuSet3 List of Abutters within 100 ' of David Munsell Lot 5 Redwing Ln. Barnstable, MA 300-55 Robert C. & Beverly A. Parke 10 TWF Clinic RAF Alconbury UK PE 175 DA 318-32 Alan & Jody Clinger 3522 Rte. 6A Banstable, MA 02630 318-33 Michele Hilton 131 Redwing Lane Barnstable, MA 02630 318-46 Dennis & Carol Albrecht 857 Newfield AVe. Stamford, CT 06905 318-47 Richard & Shirley Smith Box 18 Barnstable, MA 02630 318-48 Shepley N. Hamilton 216 Thornton Drive Hyannis, MA 02601 /9 f' 1 MARASo/4, 3'4C e404C � 440-S O O 30 J � � Lit y W 73- tie 293- ILI �` y ' J4 CREEK W J 1T1-] 4 AL JL a 2.39 AC.-S Two J4 J4 3 'S7 61 ' J4 32-1 I Jt \ 3.2 AC 3a0� DIlJS \ J4 ia1 1 m I \ J4 ,00 0 Is. 30 .79 n M Z zo• z �� Ilk 'I � �— z �I Au / b II 2.14AC 1 s� 7,41AC I,L9�. �53j Z' �• . Rt �, d �W ® 2.7 Ae o, 1.02 AC P? u r zz pp 90AC X�, 1 O�a'C �. ® Ib (4-1 R-59A 2.A7ACrS O I lti 70AC 0 0 I (Y ,� ISO 9 Q 1.73 i I REDW/NG LANE- jai �. op 193 Llba� VI . AC SooIt i IJo ` • � L9AC. 53 All I ' 3.04 At. �p y 11 C�.c.nt��e sc ACC9'ss 9 UTUJrY CSM'r V 4 l Z jk. AL —, a — �M-311-91 1 1 10i-te8 JL i WAC. a / \ PREPARED UNDER THE DIRECTION OF THE I �' BARNSTABLE BOARD OF ASSESSORS AWS AIRMAP INC. 1 MASSACHUSETTS 6 3 CONNECTICUT F I i January 12, 1995 Barnstable Board of Health 367 Main Street. Hyannis, MA 02601- RE: LOT #5, Ill RED WING LANE, BARNSTABLE To Mr. Chairman: Please be advised that my engineer is redrawing the plans for the septic system at the above address. On January 12 , 1995 as you know, we performed a percolation test at the site. We do not believe we will be needing any variances from the Board. We wish to postpone the hearing date of Tuesday, January 17, 1995. As soon as the plans are done and we are sure we won't need any variances, we will notify you to cancel our application. Thank you for your patience in this matter. Sincerely, David P. Munsell DPM:cbs E r I i January 12, 1995 Barnstable Board of Health 367 Main Street Hyannis, MA 02601 i RE: LOT #5, 111 RED WING LANE, BARNSTABLE . To Mr. Chairman: ' Please be advised that my engineer is redrawing the plans for the septic system at the above address. On January 12 , 1995 as you know, we performed a percolation test at the site. We do not believe we will, be needing any variances from the Board. We wish to postpone the hearing date of Tuesday, January . 17, 1995. As soon as the plans are done and we are sure we won't need any variances, we will notify you to cancel our application. Thank you for your patience in this matter. Sincerely, �~ y David P. Munsell DPM:cbs i I i January 12, 1995 Barnstable Board of Health 367 Main Street. Hyannis, MA 02601 k RE: LOT #5, Ill RED WING LANE, BARNSTABLE To Mr. Chairman: Please be advised that my engineer is redrawing the plans for the septic system at the above address. On January 12 , 1995 as you know, we performed a percolation test at the site. We do not believe we will, be needing any variances from the Board. We wish to postpone the hearing date of Tuesday, January 17, 1995. As soon as the plans are done and we are sure we won't need any variances, we will notify you to cancel our application. Thank you for your patience in this matter. sincerely, David P. Munsell. DPM:cbs r OF THETA TOWN OF BARNSTABLE OFFICE OF e�MASS.S BOARD OF HEALTH � s. , �p 1639- 367 MAIN STREET F�MPY k� HYANNIS, MASS.02601 March 29, 1995 David Munsell 179 Main Street Barnstable, MA 02630 Dear Mr. Munsell: - I am in receipt of a disposal works construction permit application dated March 29, 1995 along with engineered plans dated revised March 27, 1995 signed by John Landers- Cauley, P.E., and Paul Merrithew, Professional Land Surveyor. The application is not complete as required under Massachusetts General Law 111 Chapter 31 e. The location of the leaching facility is proposed to be located 53 feet from the"flow path of water" which does not comply with the Board of Health Regulation Part VIII Section 1.00 The 100 Foot Regulation.ation. I acknowledge that a variance is requested from this Regulation. The variance request will be reviewed by the Board of Health on April 4, 1995. Sincerely yours, 'Thomas A. McKean Director of Public Health cc: John Landers-Cauley, P.E. t March 29, 1995 David Munsell 179 Main Street Barnstable, MA 02630 I am in receipt of a disposal works construction permit application dated March 29, 1995 along with engineered plans dated revised March 27, 1995 signed by John Landers- Cauley, P.E., and Paul Merrithew, Professional Land Surveyor. The applicati is not complete as required under Massachusetts General Law 111 Chapter 3 The location of the leaching facility is proposed to be located 53 feet from the"flow path of water" which does not comply with the Board of Health Regulation Part VIII Secti 1.00 The 100 Foot Re lgu ation. I acknowledge that a variance is requested from thi lation. The variance request will be reviewed by the Board of Health on April 4, 1 95. Sincerely yours, Thomas A. McKean Director of Public Health cc: John Landers-Cauley, P.E. �►� i� re-�P�' ® a ��� � vS� 'Sly JIV^`+ YTeV L sv/ oI env r/J - 1 Cc(c iceOA AD 1 �2e v►���,•� �e it t ,. .�.. -. � _ _ .. ' _ 'i: � i - � . - - '_ � _ � a,. -. ` y .. .F.. - , .. ' .. . £ ` ' J.E. LANDERS-CADLEY, .P.E. civil-environmental engineering P.O.Bo.x 364 West Falmouth, Ma. 02574 (508) 540-3022 Barnstable Board of .Health November 18,1994 Tom McKeon, Director 367-:Main Street Barnstable, MA 026.01 re:.Lot-.5., :Redwing -Lane . Barnstable,, MA. job no. 425 Mr. McKeon, On- behalf of_ my client we are requesting a variance from. the local Board of :Real.-th regulation requiring a :minimum of 4' of natural.ly.. occurring pervious soil above the maximum groundwater elevation. `Without ,app.roval of the variance, the .Muns.el is would incur a tremendous economic hardship.... Two .deep _observation .holes :.were..dug at iot.-5 within the.. last year,. . The first.. hale was dug December_ 02,, 1993 the second on . -March 24, 1994. The :plan .shows .the,,r:esul is. I.n__both holes .the groundwater and the geology were similar in type and in elevation. A -percolation test was _not -performed .because of the depth of .the ho,les., . however coarse granular soils-were. encountered which .in. our--oginion are suitable for placement--of a septic system and capable-of percolating greater than. two minutes per. inch. It-As our- opinion that the project as proposed. and shown. on the .plan. is:,.approvable. The design of, the --system has .been based on,-local regulations which require a reduced flow rate design. _ us.ing.:-onlp ;.t#e .bottom -areal . he a:eaching. structure. ::.The .field is.,. proposed- .to be 8" above.- the. observed-water And with the. :�modi.fied :design, as required by the local regulations, the leaching.-field.- has an-,..effective-leaching capacity based upon.- soi l.s leaching.,at .six (.6) ,minutes ;per :::inch. Please schedule the meeting .at.- your. earliest convenience.The _app.1icant;'s .ag_ent is the office--Jack .Landers-Cauley,PE civil- environmental engineers who will be attending the. meeting to <..;discuss the :project. If you .have any question please contact our office. - Sincerely, Jack Landers-Cauley,PE office\bdhlth05. ltr (1) • ARNSTABLE HARBOR LOT 8 CB FND N 87'29'53" E / 318-003-003 EnF�- 52.50' 64 MICHELLE HILTON TRS 2NCOURT 3010 RTE. 6Aa -- HOUSE BARNSTABLE, MA 02630 297 BANK IS MAJORLOCUS1S 89'37'OB" E c� AK IN SLOPE.U 219.17' I 32 30 28 26 REDWING -/ I 11 =� LANE LOT 6 0 �3 TP2 - I /31/29 27 \\ 25 11 L J I r ULD� _� / / ( \ \ 1 I a 6 i o 34 n I / ` a 299 20 LOT 5 1/' l `\ �� 'l LOCUS x of ` °' 44540t S.F. CO /I \ \ I I I �- F ¢ rn 1 `° r / I\\ \ \ ( , I �^ /� NOTES: q C \ ACME H2O ACME H2O \ 1 I (, 7 w 33.0 ' \ ST 1500 DB 9 Box / \ I 1 +-I / • THE TOPO AND PLAN o d `'� • • 23' I I I I I I WAS PREPARED FROM F- 1 I I \ ? 1 / AN ON-THE-GROUND m w r- DRYWELLS 26' ti o a x / (4 TOTAL) z I I I \`�° zo 127 / �� INSTRNT SURVEY o s�,,Le o • TESL P-PZj 1 TAKEN rn F TP1 14.0'� ia.o', RESERVE o1 ¢� o� I 1 �,� ? DECEMBER 2, 1993 w �33.1 d o o cc 1 I I 1 1 I /, HN x t ,® AREA �I w \ ri T` N•„ti 1 1 1 1 1 1 I a I I I 1 1 r- 1 •� fEST PIT 2 TAKEN 'e.9 -I 29 '` MARCH 24, 1994 w 35-/ ..m �r 30 .�'.,: - .: i • TEST PITS lA 24 3A C7 "o:;;;PROPOSBD.HOUSE;, 1 34 ! \ I \''��'_`"=•- s'' 33.2 w 54.8' \ N; AREA 1718 Ski 8'0 110.0'—�1 _-4 31 1 a\ 4A TAKEN JAN. 12, 1995 3 / -35 ,,.7\ o :::3a.o %� TP 3A 132 I ° • DATUM IS N.G.V.D. ��-35---� I \ 2A \�_ • RESOURCE AREA DELINEATION `® 7e.8' I - -J I BY CAPE ENVIRONMENTAL "coo I BENCH MA13K I ___ 133 I ASSOCIATES cv 35 NAII SET ELEV. 38.47 10' DR �33.8 • DISTRIBUTION BOX TO BE o --TP 1A I VE ��� -134 I o 0,,, ® �Ay VWW PATH_ RELOCATED WHEN RESERVE • ALL OF LOT 5 IS IN FLOOD 34.20F WATER_ --I35 AREA IS USED ZONE "C"'.... 1 %-GARAGE%% PIPE & SWALE - 136 - PROX 16" DEEP I yq Y, 0 51.6 - 6 1 J CH FND 1 1 icy APPLICANT: ° d\1 1 N I37 I f PAUL n \'. DAVID MUNSELL ca MER171 EW - 3179 MAIN ST. (RTE 6A) pg 1 No 32°C3 BARNSTABLE, MA 02630 vl / o I I ��. % PROJECT LOCATION: �' LOT 5, REDWING LANE 36-_ 229.32' I I CB FND BARNSTABLE, MA N 89'40'43" W I \y\\ / [39 1 1 1 LOT 4 I \� J.E. LANDERS—CAULEY, P.E. / CIVIL ENVIRONMENTAL ENGINEERING REFER TO 37——___ // / i P.O. BOX 384 WEST FALMOUTR MA 02574 PLANBOOK 435 PG. 90 _ (508) 540 — 3022 FOR LOCATION OF 38 __ / I REVISION: FEB. 7, 1995 ASS. 318-003-001 DATE: JAN. 12, 1994 EASEMENT 39- I REVISION: MAR. 2, 1995 SCALE: 1" =30' REV: OCT. 20, 1994 I REVISION: MAR. 27, 1995 JOB NO. 425BOH SD SHEET: 1 OF 3 F.F. ELEV.=36.0- _ 20' MIN. ELEV.=34t_ CONCRETE CO 1' MINDIUM OVERLAP ON ALL EDGES ELEV.=33.Ot VVVEEEFRRtSSS,,, 4' DIA SCHEDULE 40 PERFORATED PLASTIC PIPE 25•0 6' ON CENTER END CAPS ON ALL PIPES ELEV.=26.61 ELEV.=26.09 ELEV. A 12"MIN. 2' LAYER OF CONCRETE COVER 1/6'-1/2' ELEV.=25.84 a MD DI$T.=zs' FLOW Un 2538 SLP.=0.01 (0.006') PLASTIC MEMBRANE WASHED STONE SLP.=0.02 Ax ELEV.=- _ DIST.=_z1 o2 o?'6*10' M1N. 1e' DIST.=_ 23' 4' CAST IRON OR SLP._�.02 O p O /4" TO 1-1/2 SCHEDULE 40 P.V.C. 4' CAST DION OR 4' CAST IRON OR 00v 0v O U O V 0V0U0V0U0U0U0U0(J OOOOU Up U0 U0 Up U000C WASHEp STONE SCHEDULE 40 P.V.C.. SCHEDULE 40 P.V.C. n-.0 O O O O O O O�O�OnO' OHO O„O O O,"O„O� Va2¢,Q ELEV.=25.21 A . 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 6 • PERFORATED PIPES 11' -USE STONE TO LEVEL 5' STRIPOUT ALL AROUND SYSTEM THE BED AS NEED® BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV 13 PERCHED WATER FOUND AT ELEV. 14.6 PROFILEOF I' MINIMUM OVERLAP ON ALL EDGES 6 MD. (0.006') PLASTIC MEMBRANE 2' LAYER OF SEWAGE DISPOSAL SYSTEM WASHED 1' OF STAONE O` O`�O" ` O"O`�O WASHED STONE BELOW PIPES O S O O 0 0 0 0 0 3/4' W 1-1/2- WASHED STONE NOT TO SCALE S�--I 6 PERFORATED PIPES I-5 SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND WITNESSED BY:=E_DWARD BARRY(BOB r�CENT�___ GENERAL NOTES: DESIGN DATA: PERCOLATION RATE: 4 MIN/INCH P-8357 JOHN S_ tANDE-7:;2;�r-;J_EY ' 4 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE 3A 2. PLAN REFERENCE BK 435 PG 90 LOT 5 BARNSTABLE REG. OF DEEDS TEST HOLE4A NUMBER OF BEDROOMS TbIBEiL19J- t N DATE: -.- 1�12_95_ DATE: 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM GARBAGE DISPOSAL NONE CDC '.\AiC.r;:<' ,�'�•ELEV.�S Q___ ELEV_34.5_ AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. FT ELEV FT E� + 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TOTAL ESTIMATED FLOW _ 110 -_ GPD � { TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0' 11, 35.0 34. 0' ( --33 GAL/BR./DAY X --3-- BR ) v FOR THE SUBSURFACE DISPOSAL OF SEWAGE. �� & TIIL 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN SEPTIC TANK CAPACITY _152R- GAL 12" OF THE FINISHED GRADE. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & TILL 28.0 6.5' LEACHING AREA REQUIREMENTS SAME, UNLESS NOTED BY FINAL CONTOURS. SANDY TILL 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA __Q_- S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12.5' 22.5 BOTTOM AREA _452_- S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SANDY LAYER SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL 19.5 15.0' AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _ 73Z-- GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY TILL 18.6' 16.4 DESIGN FLOW: (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY _ 337 _ GPD 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.6' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISION: MAR. 27, 1995 SHEET 2 OF 3 JOB # 425PRO SDS TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE: 1-12-1995 DATE: 1-12-1995 t FT ELEV € FT FT > ELEV FT 0' alal7.h717J1 tlulnl�717. 35.0 33.0.unit.lulul alulnJsalt, 0' 0' ,71mF. llml A141 I7, 35.0 34.5°In17.lulMl.�lulAlul7, 0' LOAM & FILL 4.0' LOAM & FILL LOAM & TILL ORGANIC MAT. 31.0 28.0 5.0' 4 ORGANIC MAT. LOAM & TILL 6.5' 28.5 26.0 7.0' 28.0 6.5' SANDY TILL TILL 24.0 10.5' TILL 12.5' 22.5 SANDY LAYER SANDY SOIL 19.5 15.0' .F• H OF o 18.4 . z ' . 18.0' SANDY TILL 16.6' Jam, 15.0 18.6 16.4 JOHN MED. SAND s.•. 2 0.0' 15.0 :,_i LANDeBS-G:JLE, MED. SAND 12.0 f WATER AT. 21.0' UAL �`` 1?0..3701 WATER AT 23.0' 12.0 9.0 24.0' PERCHED WATER 2 5.0' 10.0 AT 18.6' / F PERK TEST RESULTS APPLICANTa. AAVID MUNSELL 3179 MAIN ST. (RYE! 6A) BARNSTABLE, MA 02630 PROJECT LOCATION: LOT 5, REDWING LANE i BARNSTABLE, MA J.E. LANDERS-CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540 - 3022 ASS. 316-003-001 DATE: MAR 27, 1995 SCALE: 1" =SEE ABOVE DRAWN BY: SDS JOB NO. 425PR0 SHEET: 3 OF 3 TOWN OF BARNSTABLE THE t0� �wP^ you OFFICE OF = BAHd9TLBL BOARD OF HEALTH ao 0 39' 367 MAIN STREET HYANNIS, MASS.02601 March 29, 1995 David Munsell 179 Main Street Barnstable, MA 02630 Dear Mr. Munsell: I am in receipt of a disposal works construction permit application dated March 29, 1995 along with engineered plans dated revised March 27, 1995 signed by John Landers- Cauley, P.E., and Paul Merrithew, Professional Land'Surveyor. The application is not complete as required under Massachusetts General Law 111 Chapter 31e. The location of the leaching facility is proposed to be located 53 feet from the"flow path of water" which does not comply with the Board of Health Regulation Part VIII Section 1.00 The 100 Foot Regulation.ation. I acknowledge that a variance is requested from this Regulation. The variance request will be reviewed by the Board of Health on April 4, 1995. Sincerely yours, omas A. McKean Director of Public Health cc: John Landers-Cauley, P.E. HAR-29-1995 14:39 FROM DISCOLII•JT OFF IC-E 'SUPPLY TO 15087753-44 P.01 THE COMMONWEALTH OF MASSACHUSETrs -�-�-� BOARD OF HEALTH ............14.! n.. ......OF........�-+_�� __........... - - Applttatiuit for 01sposal Works (lattotrurtirn Permit Application is hereby made for a Permit to Construct ({ /Or Repair ( ) an Individual Sewage Disposal Systm ....�6� .. !Sr .............._.- ....... Add:us �..�...._. ............. wa......-.... - _.. Ut Ovm4r .-..........__........ �.... ........... ........«... .. ,........................... .................. ............._........._................._.............�....4CL.a�. Iastalkr Address Type of Building Size Lot:. . ::^:Sq. f t aDwelling-�--No. of Bedrooms,,,..... .... -----------...........Expansion Attic ( � Garbage Grinder p, Other.—Type of Budding _,_k. . ........... No. of persons.....................------ Showers ( ) — Cafeteria. ( ) d Other fixtures ...:---....... ..........-.-_­---- ...................._.._............. ..,__., ...... ............._ Des' Flow..........._ tons per person r - W � ---.. ..................gal P P )?e dax. Total d�il �w...........-- lr'�L ................._WSeptic Tank -Liquid'capacity �� i gth., t- 0._.._ Ions Lett l�_�4. �'�xdth.�P:'_. _.. Diameter-- _-_.. Depth _ .tA. A��Disposal T—t." . ........._ �Width..W.?L.5b_Total Length..__•...............Total Ieachi ----�SaPlC?.... q. ft. 5 .Seepage Pit N �'�� Diameter.................... Depth below inlet.-_____............. Total leaching arm............... ft. Other Distribution box ( ) Dosing to k,( ) Percolation Test Results Performed b _ �•.�+�.?sait:, &...--_ „ Date....0�_ �� y.........._ L ..,- -------- ,� Test Pit No.3-------- __„_,minutes per inch Depth of Test Pit..... . ----- D h to ground water.._'��'..:........... Test Pit No. ................mihutes per inch Depth of Test Pit........Z. _____ Depth to ground water_---._______-_________ ...........:. s-.._-. ......................... -..............---___ .........._...� O Description of Soil.....Q_------- ._ ................�. . - ............ .... l .-.. -- t x ....7.�. ..... - ............................. .------------.......--------------------. ................ -._-....,,-............... _..._....... U Nature of Repairs or Alterations—Answer whets alicable................................................ ..................•________. ^... y ...........................................---------- -..,...:............... ......... -- Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the proVisions of:T'IE 5 of the State SanitaryCode—The undersigned further g agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed......_.........................-----------.-1.......... ............... ----------D ........._.... ApplicationApproved By........:--......:.........................._._ ... ................•------...._-............ .................-_ ..,_...._ Applications Disapproved for the f ollot ang reasons:....................................----...._................------------------_------------ nau_......--- .. ............_..... .....................-------...,._..-...........---------•,-_,,,...... . _._._..-- PecmitNo......... ......:. .......�.........-__.. Issued...--------- - .-. -----.._.�_ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............. ............................................. .......1............................. ('Drufzrab of TnutplimW THIS IS TO CERTIFY,:That the Inavidual Sewage Disposal System constructed ( ) or Repaired ( ) by..-...,.............................------- ......--........ .......................e.iia..........................................._._.._....... • _.....-.------------ at;_..................-----;-----, -------- _.._.._..............--.------_-,--- .0----------•---_-,-„ in 5 --,---.-----•--............. -----....----------- has been installed accordance:with the provisions of TITIF f The State Sanitary Code as described in the application for Disposal.'Works Construction Permit No......... -„ dated....................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �Vp✓RsDy,� } P o - ; AR 1 - ]RFD#4 lull Blv IAD +a M s • �_ � .�.�.: - `..{.ram/�Ii.j� �l IN BW 1 MD#1 e rr ® B loeol - AW 7. a ... .... ... .., ... 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Cot' w5 LOT 8 CB FND -a LOT 87'29'53" E 318-003-003 52.50' MICHELLE HILTON TRS N w 3010 RTE. 6A c'a cn BARNSTABLE, MA 02630 0 0 iv o LOT 6 W S 89.37'08" E ` � b �` 219.17' 32 30 28 26 -� TOP OF BANK IS MAJOR q, - 30 BREAK IN SLOPE. o 3 'RESERVE / \ 25 43.3 ULDER 4 AREA o ( I 105.3 \ / 55.3' J W3 o v o 2� � \ LOT 5 2 � y26 y / co 44540f S.F. � I /14.0'! I 0;14.0' /'3.5' 27 TP 1 N;• ::'PROPOSED" 2 34 ~� I cow NOTES: Q ........HOUSE'....,o28 85.5 0.�.28.0 ... THE TOPO AND PLAN 79'2d 29 WAS PREPARED FROM 35-/ i 30 ( AN ON-THE-GROUND o INSTRUMENT SURVEY Wl 31 I BENCH MARK — 35— a -{ 32 I c� NAII. SET ELEV. 36.47 o ( 33 35 35 10 ' RIV D �--I � E _ 34 II L �i5 �. I 51.6' ••••••••••• 1 CB FND : 37 APPLICANT: T d. o DA VID MUNSELL m w N 3179 MAIN ST. (RTE 6A) co 8 BARNSTABLE, MA 02630 co 0D c I PROJECT LOCATION: � 36 229.32' L6 I LOT 5, REDWING LANE � k I CB FND BARNSTABLE, MA � N 89'40'43" W �, LOT 4 •!-_ :���\� 9 J.E. LANDERS—CAULEY, P.E. 37 /I I CIVIL ENVIRONMENTAL ENGINEERING II h o Olia's`e� REFER TO � I P.O. BOX 364 WEST FALMOUTH, MA 02574 o � PLANBOOK 435 PG. 90 38 (508) 540 3022 FOR LOCATION OF �_ Ass. 318-003-001 DATE: JAN. 12, 1994 �`93;1 EASEMENT 39 � I SCALE: 1" 30' REV. OCT 11, 1994 I JOB NO. 425BON SDS SHEET. 1 OF 2 WIA LOT 8 CB FND ' N 87'29'53" E 318-003-003 I W 52.50' MICHELLE HILTON TRS o iV 3010 RTE. 6A CA W�,; ca BARNSTABLE, MA 02630 o N TOP OF BANK IS MAJOR S 89'37'08' E BREAK IN SLOPE. 219.L7' 32 30 28 26 -� 30' --- LOT 6Q 3 1145'± _�CRESERVE 3?. 29 27 25 DER 4 AREA o \ c / 4at 105.3 55.3' J E_ (. LOT 5 w ( ►--� F �{26 / ► 44540t S.F. I � cr o04� to Q 1 I t z�27 pq co TP1 , 14.0:i — 34 W I \ 0 8 NOTES: tH of 85.5' �, 22 29= THE TOPO AND PLAN JOHN �G ///// WAS PREPARED FRO o LANDERS-CAULEY , 35 -o: -a \ o 6.0. 30 AN ON-THE-GROUND No. 35L -AREA 1716 S.F. %% INSTRUMENT SURVEY A c�v�1 .. .... W a, ., .,,N,,;S,.,,,,,,. 19.0 .... �i i i is "�` I 31 o ae. a.,. BENCH MARK — 35— � 32 I „� o NAIL SET ELEV. 36.47 PIPE AND\' o � 35 S WALE 33 rn . 35 10 ::. ..30 ,;; 10 DRIVES \tom _ '134 j i.2W 45 � I \ o %%GARAGE c6 C� 36 51.6' '� CB FND I ;. 0 1 37 APPLICANT: �. DAVID MUNSELL x o w rz. 3179 MAIN ST. (RTE 6A) cr) �? 8 BARNSTABLE, MA 02630 / °D o PROJECT LOCATION: Lo 36 229.32' _ I I LOT 5, RED WAWG LANE N 89'40'43" W �, 69 I CB FND BARNSTABLE, MA LOT 4 \'�\ J.E. LANDERS-CAULEY, P.E. REFER TO 37 ` / /I I CIVIL ENVIRONMENTAL ENGINEERING PLANBOOK 435 PG. 90 I P.O. BOX 364 WEST FALMOUTH, MA 02574 FOR LOCATION OF 38 —' (508) 540 — 3022 ASS. 318-003 001 DATE: JAN. 12, 1994 EASEMENT '39 SCALE: 1" = 30' V V.: NO 14, 1994 I JOB NO. 425BOH SD RESHEET: 1 0F 2 I W� LOT 8 CB FND N 87'29'53" E 318-003-003 cn 52.50' MICHELLE HILTON TRS 3010 RTE. 6A N c`' w � BARNSTABLE, MA 02630 o N O S 89'37'08" E j TOP OF BANK IS MAJOR 219.L BREAK IN SLOPE. T 32 30 28 26 -� r-- 30' LOT 6Q 3 145't � RESERVE / 31/29 27 25 DER �34 AREA o tcl I 105.3' - 55.3' E- co LOT 5 w Eo \ I 26 44540f S.F.tD / cr O4$ Aq1 \ o o�� \m o I / 1 0 T 1 / o C - 14.". 34 \� C� - 8 NOTES: 0.;.22.0• 85.5 m,..:.:...,..80 79.2' 29 THE TOPO AND PLAN \ ;;18.0-;;;;;;;;;;;;;;;;m { WAS PREPARED FROM 35 I 30 I AN ON-THE-GROUND o. ,PROPOSED HOUSE �#' A 1716 S.F.' e.0 INSTRUMENT 31 Wi co OF BENCH MARK — 35— r 32 I JOHN o NAIL SET ELEV. 36.47 PIPE AND �- LANDERS-CAULEY o o - 35 SWALE 33 U CIVIL , D? 35 10, 10 ' DRI V I I No. 35101 ,H I i i i i 30 i i.i EjyA y �1 34 L A'pO,a 9 GiSTER4� y iii!i 45 AL \ 'o :;GARAGE .- 36 51.6 � � CB FND - 37 APPLICANT: x �L w DA VM. MUNSELL \ _ c, N. 3179 MAIN ST. (RTE 6A) cr) .Q �? 8 BARNSTABLE, MA 02630 9 / °D o� PROJECT LOCATION- 36 229.32' ,� I I LOT 5, REDMNG LANE N 89'40'43" W ,, L CB FND BARNSTABLE, MA LOT 4 \ ,�\` 9 1 E. LANDERS—CAULEY, P.E. REFER TO 37� - I , / I I CIVIL ENVIRONMENTAL ENGINEERING P PLANBOOK 435 PG. 90 / I I FALMOUTH, MA 02574 FOR LOCATION OF 38 (508) Sao — 3022 ASS. #318-003-001 DATE: JAN. 12, 1994 EASEMENT �39 SCALE: 1" = 30' REV: NOV. 14, 1994 I I JOB NO. 425BOH SD SHEET: 1 OF 2 4' DIAMETER CATCH BASIN WITH F.F. ELEV=36.0 PROPOSED COVER TO WITHIN 3' OF FINISH GRADE. 20' MIN. ELEV.= 33.5 PROPOSED 4' CAST IRON OR CONCRETE COVERS 1'. MIIdIMUM OVERLAP ON ALL EDGES ELEV.= 33.0E SCHEDULE 40 P.V.C. 4'MAX COVER 4' DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE ,:� CONCRETE COVER 5' ON CENTER, END CAPS ON ALL PIPES DIST•=25' SLP.=0.02 'S = 0.01 10'f T. z' LAYER of INVERT » A 1/e`-1/2' ELEV.=30.50 30.00 FLOW I.= DIST.=1,3 SI.P = 0 03 DIS =YARIE 6 MIL. 0.006 PLASTIC MEMBRANE WASHED STONE 23.0 ELEV.= ia` MInI. 19' LEV.=21.66 00� o„oo o„o„o ELEV.= 29. 75 ELEV.=2 •36 E V.= 29.87 O o"o a/4' TO i-1/z` 4' CAST IRON OR- 00v0uovovoQ0Q0V000U0U0U0(a 00000 UOUOUOUOUOO�C` WASHED STONE SCHEDULE 40 P.V.C. n 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0„O„O„O O O ELEV..=21.0 DISTRIBUT ION BOX 4` CAST IRON OR 8" MIN LAYER STONE A 1500 GALLON SEPTIC TANK SCHEDULE 40 P.V.C. E 8, . 6 PR FORATED PIPES USE. STONE TO .LEVEL THE l_ BID AS NEIDID FILL WITH CLEAN COARSE MATERIAL M OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV = 13.0 CAPABLE OF PERCOLATING 2N,,-IN/IN BEFORE AND AFTER PLACEMENT 1' MINIMUM OVERLAP ON ALL EDGES PROFILE OF 6 MIL 0.006» PLASTIC RAKE 12 MIN. z' LAYER_OF 0 o yo 0 0 oa o 0 o yo 0_-0-0 oa o 0 o yo SEWAGE DISPOSAL SYSTEM 2 --� o e d- d r o WASHED STONE O O O O O O O O O O O O 8„ MIN. 000000000000 0000000000000 3/a` TO 1-i/z' O O O O O O O O O O O WASMM STONE NOT TO SCALE — — SECTION A—A SOIL LOG 1" OF JOHN GENERAL NOTES: WITNESSED Ell: AD BARRY o LANDERS- LEY Ca VIL PERCOLATION RATE: 2 __MIN INCH y No.. 3515101 A�o,� 9f 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM j P-8176 DESIGN DATA: GISTER�°TEST HOLE 1 TEST HOLE 2 - / . DATE f 3 DATE: 03-24-94 2. PLAN_-REFERENCE 435 90 _ LOT 5 BARNSTABLE REG. OF DEEDS. DATE: 12—_02-9_ 3. THIS PLAN:; IS FOR THE INSTALLATION` REPAIR. OF SEPTIC SYSTEM ELEV. 33.0E NUMBER OF BEDROOMS 4 AND•_NOT TO .BE' .USED FOR SURVEYING,:AND ZONING PURPOSES. - 4. ALL WORKMANSHIP AND MATERIALS :`SHALL'CONFORM TO D.E.P. . � p, GARBAGE DISPOSAL �xF�0) TITLE,5, AND. THE TOWN OF '`:BARNSTABLE RULES AND REGULATIONS p FOR.;rTHE.'SUBSURFACEI DISPOSAL OF SEWAGE.. LOAM & LOAM & TOTAL ESTIMATED FLOW 440 GPD 51. . ALL COVER-10'. SANITARY.,UNITS SHALL BE BROUGHT TO WITHIN 4' FILL � 5, FILL ( _440-- GAL BR. DAY X �__ BR. 12",_OF`THE FINISHED GRADE.`- ; / / ) 6. EXISTING,,:'AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE ORGANIC MAT. ORGANIC MAT. SEPTIC TANK CAPACITY 1500 GAL SAME,`.UNLESS NOTED BY FINAL .CONTOURS. 6.5' 7' 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE LEACHING AREA REQUIREMENTS OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING TILL ! TILL SIDEWALL AREA 0 GAIN/S.F. SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING BOTTOM AREA --dQP-- GAL./S.F. AREAS UNLESS NOTED. 20' ' 18, 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL LEACHING CAPACITY (BOTTOM & SIDEWALL) A50 GAL. BE MORTARED IN PLACE. MEDIUM ! MEDIUM 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH SAND SAND RESERVE LEACHING CAPACITY 450 Gam, DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO WATER _ WAT R OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 25' 24' APPLICANT: DAVID MUNSELL DATE: JANUARY 12, 1994 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISED: NOV. 14,1994 SHEET 2 OF 2 JOB # 425PR0 ' J RNSTABLE HARBOR LOT 8 CB FND N 87°29'53" E 318-003-003 0 \ 52.50' ' MICHELLE HILTON TRS �A 3010 RTE. 6A cNS cWn _ _ _ COURT 29.7 BARNSTABLE, MA 02630 N o F - - HOUSE S 89'37'08" E i TOP OF BANK IS MAJOR ��' LOCUS 219.17' 32 30 28 26 _. BREAK IN SLOPE. \ v w'1'' REDWING LANE LOT 6 Q � 3/3 TPA I //31/29 27 \\ 25 I �� DER I �{ o 34 ( LOT 5 � / � � � LOCUS x E- \ a' 44540f S.F.co NOTES: q W \ ACME H2O ACME H2O / \ I \ \ I I y 26 n d 33.0 ST 1500 DB 9 BOX / o pW� \ I • THE TOPO AND PLAN . d a \ • • 23' ( \ I m I WAS PREPARED FROM cW � d DRY WELLS 26• ��, G-J z I I \ z�27 / AN ON-THE-GROUND o x rn x (4 TOTAL) v w I I I \ o I / INSTRUMENT SURVEY o0 o q ( 14.0• ` w � I I _ I • TEST PIT 1 TAKEN 33.1 TP i o _14tzi °, RESERVE I 1 1 0l o� I I DECEMBER 2, 1993 W � c� o, 0 1 I I � gW �!� A�A� .� x �,\ ,® x /� AREA I I 1 I I I I w \ f-8 I ; . • TEST PIT 2 TAKEN Al I I t _ I Q' JOiN L r i. y 29 LAND1=fiS-CAULEY e*`. . o / �,;; . ...... e o 58.9 �� °�' MARCH 24, 1994 30 ;;;;;;;;;;;;;;c I I 1 \ �' I I �� CIVEL E. 35-� ••; •••co ON�w I 34 11 30 I No. 35101 9 • TEST PITS 1A, 2A, 3A, C7 :o. 1,PROPOSED HOUSE 33.2 q 54 8' ;•••,AREA 1716 S. a o• / N0 110.0' \ 4A TAKEN JAN. 12, 1995 \35 ; 18.0' 36.0•i TP 3A DATUM IS N.G.V.D. _ 1 - / \ 2A - 35 i i \ - - 32 I • RESOURCE AREA DELINEATION BENCH MARK 8 - -J33 L-' I BY CAPE ENVIRONMENTAL ,cow 35 NAIL SET ELEV. 36.47 _ — 10 ' Dh�j ( 33.8 - - - I I • DISTRIBUTION BOX TO BE ASSOCIATES o TP lA VEyf,. =-� -134 I AIY �71 FLOW PATH_ _ RELOCATED WHEN RESERVE • OF LOT 5 IS IN FLOOD o I ...;..... 34.20F WATER - J-35 AREA ,USED ZONE PIPE & SWALE . - cp - -136 OF s PROX 16" DEEP 1 5 1.6 - CB FND I I oa APPLICANT: / 34.6 +1 j —37 PAULp. .. d o I I MERITHEW DAVID MUNSELL CA No. 320D8 3179 MAIN ST. (RTE 6A) LO 8 I a BARNSTABLE, MA 02630 cr) coP x _ - _ _ �'-' i / I 11 // J I-17 I 90 suRVF/oQ PROJECT LOCATION: I I I I ,.➢� LOT 5, REDWING LANE 36- 229.32 r I I CB FND BARNSTABLE, MA N 89'40'43" W I `\ \�\ 1 / $39 I - J.E. LANDERS-CAULEY, P.E. LOT 4 REFER TO 37, - I \ y \ 1 // / I I CIVIL ENVIRONMENTAL ENGINEERING / / P.O. BOX 364 WEST FALMOUTH, MA 02574 PLANBOOK 435 PG. 90 I (508) 540 — 3022 FOR LOCATION OF 38 -+ I REVISION: FEB. 7 1995 ASS. 31 N8-003-001 DATE: JA 12 1994 EASEMENT 3g _ _ _ / REVISION: MAR. 2, 1995 SCALE: 1, = 30 REV. OCT. 20, 1994 REVISION: MAR. 27, 1995 JOB NO. 425BOH SD SHEET: 1 OF 3 F F.F. ELEV.=36.0_ 20' MIN. ELEV.= 34f-_ 1' MINIMUM OVERLAP ON ALL EDGES ELEV.= 33.Of CONCRETE COVE�s� 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE ELEV.=25•0 6' ON CENTER, END CAPS ON ALL PIPES 26.61 A 12" MIN. 2" LAYER OF ELEV.=__-- ELEV = 26.09 CONCRETE COVER 1/8"-1/2" ELEV.= 25.84 SLP.= 0.01 6 MIL. (0.006") PLASTIC MEMBRANE WASHED STONE DIST.=_ 26' FLOW LINE ELEV. 25.38 0 � �_0 SLP.= 0.02 DIST.__21 0 0 0 10" MIN. ig" - 0 c o 0 0 4" CAST IRON OR SCHEDULE 4o P.V.C. IST.__ 23 SLP.= 0.02 0 v v v 0 0 0 0 o 0 0 o c(�PASHED sTONE 4" CAST IRON OR 4" CAST IRON OR O O O O O O O o O O O O . O�� ��6�0�0000OSCHEDULE 40 P.V.C.. SCHEDULE 40 P.V.C. nO O O O O OrA O O O n On O 7 O ELEV..24.0 ELEV.= 25.21 A 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 6 PERFORATED PIPES 11' R - USE STONE TO LEVEL 5 S TRIPO UT ALL AROUND SYSTEM THE BED AS NEEDED BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =13 , PERCHED WATER FOUND AT ELEV. 14.6 PROFILEOF 1' M NDLUM OVERLAP ON ALL EDGES 6 MII. (0.006") PLASTIC MEMBRANE 2' LAYER OF „o„o„o„o„o,;o „0„0„0„0„0 0 1/8"-1/2" SEWAGE DISPOSAL SYSTEM 1' OF STAONE O `JO `J0 `JO `JO `� O^ WASHED STONE BELOW PIPES O 0 0 0 0 0 0 0 s/4" 'I'0 1-1/2" NOT TO SCALE WAs D STONE 5' 6 PERFORATED PIPES• I--S' SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND s . VN11 OF , GENERAL NOTES: WITNESSED BY: EDWARD BARRY(BOH AGE1vT�-__ JoyN PERCOLATION RATE: --4---MIN/INCH P-8357 DESIGN DATA: LANDERS CAULEY G CIVIL •. v; 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. No. �sloi 2. PLAN REFERENCE BK 435 PG 90 LOT 5 BARNSTABLE REG. OF DEEDS TEST HOLE 3A TEST HOLE4A NUMBER OF BEDROOMS 1H&F -(3)-. `�� =95 DATE: 1=12_95 r �� Tr"��; � 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM DATE: 1_12 - - �e�� Tr­ AND _35.0 ELEV. -__ -24 NONE (p� AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. --- -.5 GARBAGE DISPOSAL 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT ELEV FT TOTAL ESTIMATED FLOW __1,LO--_- GPD 'a TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0' 35.0 34.5 0' GAL/BR./DAY X __3 BR. ) FOR THE SUBSURFACE DISPOSAL OF SEWAGE. �� & TILs. 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN SEPTIC TANK CAPACITY _1�CL- GAL. 12 OF THE FINISHED GRADE. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & TILL SAME, UNLESS NOTED BY FINAL CONTOURS. 28.0 6.5' LEACHING AREA REQUIREMENTS SANDY TILL 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA Q S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12.5' 22.5 SANDY LAYER BOTTOM AREA _4,�2 S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL 19.5 15.0' AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _-MZ--- GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY TILL 18.6' 16.4 DESIGN FLOW: (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY 337 GPD 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.6' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISION: MAR. 27, 1995 SHEET 2 OF 3 JOB # 425PRO SDS TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE: 1- 12-1995 DATE: 1-12-1995 FT ELEV FT FT � ELEV FT ,�lali. lial►�llalui�l�li, ,�lali.11►,alifll,�i►�I�liali, ,�Inl►.11►,aI�I►,�lul�ll�li, Q , I�I►.11►�I►allal�al�irali, r 35. 0 33. 0 0 Q 35. 0 34. 5 p LOAM & FILL 4. 0' LOAM & FILL LOAM & TILL 31. 0 ' ORGANIC MAT. 28. 0 5. 0 ORGANIC MAT. LOAM & TILL 6. 5' 28. 5 26. 0 7. 0' 28. 0 6. 5 SANDY TILL TILL 24. 0 10. ,5 TILL 12. 5' 2 2. 5 SANDY LAYER SANDY SOIL 19. 5 15. 0' 15. 0 18. 0 SANDY TILL 16. 6, 18. 4 MED. SAND 18. 6 16. 4 OF � 20. 0$ 15. 0 ,'' � MED. SAND 12. 0 -- --*-WATER AT 2.1.0 r LANDEHOHCRULEY <; a. CIVIL WATER AT 23.0' -am_ 12. Q 9. 0 24. 0' PERCHED WATER Rri No. a5101 . 25. 0 10. 0 AT 18.6 PERK "��TES"T RESULTS APPLICANT_: DA VID MUNSELL 3179 MAIN ST. (RTE 6A) BARNSTABLE, MA 02630 PROJECT LOCATION: LOT 5, REDWING LANE BARNSTABLE, MA J.E. LANDERS-CAULEY, RE. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540 - 3022 ASS. 318-003-001 DATE: MAR. 27, 1995 SCALE: 1" = SEE ABOVE DRAWN BY: SDS JOB NO. 425PR0 SHEET: 3 OF 3 ARNSTABLE HARBOR LOT 8 CB FND N 87-29'53" E 318-003-003 - In52.50'•� � 6,4 MICHELLE HILTON TRS �, 3010 RTE. 6A C.i CA COURT BARNSTABLE, MA 02630 0 0 �- _ - - - - HOUSE iv o 29.7 I TOP OF BANK IS MAJOR �- $' LOCUS S 89 37 08 E BREAK IN SLOPE. \ ~' 219.17' 1 32 30 28 26 1 � REDWING I / / / �\ i 1 �W'�' LANE LOT 6 A (::: 3/3 TP 2,_- I //31/29 27 \ 25 0 29.9 I 1n / \ \ o ( � LOT 5 / ( \ ) ,� LOCUS x H \ a' 44540f S.F. C° /I( \ 1 I ( I H d 0D NOTES: ACME H•2 O A�CM�E, H2O I I I I \ I26 33.0 ST 1500 DB s s II Io • THE TOPO AND PLAN 23' WAS PREPARED FROM w � DRYWELLS 26' AN ON-THE-GROUND c z � z`27 c AN � 1 INSTRUMENT SURVEY(4 TOTAL) 0 0 0 A w W 1 I , ��� • TEST PIT 1 TAKEN ca w 14.0'C7 14.0'; co C+J � Jt7N 1 'f e w 33.1 � ® 1 a m o, RESERVE F I i I I �I d\ o� I I E g. DECEMBER 2, 1993 AREA w Lac�cEr?s E�«LEv`� U)` x �,,,a ''TO 2A �` CiVILR� • TEST PIT 2 TAKEN ' 0 58.9' _ -I 29 No. &5101 1 MARCH 24 Q , ' 1994 30 ,� w \ ;;18.0' ;;;;;;;;;;;;;;;; � S I \ I I �Qr AFC! 9 ��V e� • 33.2 C5 35-� -o...; . . . . ... : �,, I 34 1 ` \ 30 I ��`Qn �� TEST PITS lA, 2A, 3A, ,PROPOSED HOUSE,, �,, A 54.8' / AREA 1716 S.� e.0 110.0'- o� _ I . 4A TAKEN JAN. 12, 1995 IIIIIIIIIIZZZ1e.6' o,,,,36.0' ;o TP 3A _ _ I I • DATUM IS N.G.V.D. / �® - 35- - -I- I � 32 1 \ 2A` \ _ _ • RESOURCE AREA DELINEATION j BENCH MAkk 78'8. '� _ - -133 L ' I BY CAPE ENVIRONMENTAL NAIL SET ELEV. 36.47 10 �/" _ I I N BOX TO BE ASSOCIATES 0 35 - -TP 1A DI�I TrE A , i 33.8 - -134 1 I • RELOCDISTRATED O WHEN RES RVE • ""„30'"' ® Y FLOW PATH- �, 1 ALL OF LOT 5 IS IN FLOOD 0 1 ; :,2 34.2 - J35 AREA IS USED I ••GARAGE%% 10F WATER _ I I ZQNE T'C', PIPE & SWALE • • ' • PROX 16" DEEP \ —{36 I o ••••••••••• 34s J CB FND I I APPLICANT: 51.6 - ; --37 o9cy DA.YID MUNSELL 13179 MAIN ST. (RTE 6A) , 1 11 �i8 I ME ITHEW BARNSTABLE, MA 02630 co _ - \ , � ' I 1 / o? 1 I ivo. 320J8 PROJECT LOCATION: cr) F 11 /,;. I 1 I I 9oFE S<3\ � 12, LOT 5, REDWING LANE 36- _ 229.32 1 I �a, q.F fy� 'rd BARNSTABLE, MA N 89'40'43" W I ; / 9 I J.E. LANDERS-CAULEY, P.E. LOT 4 I. I CIVIL ENVIRONMENTAL ENGINEERING REFER TO 37_ I I I P.O. BOX 364 WEST FALMOUTH, MA 02574 PLANBOOK 435 PG. 90 38 � I I (508) 540 — 3022 FOR LOCATION OF -- , _ � / I REVISION: FEB. 7, 1995 ASS. #318-003-001 DATE: JAN. 12, 1994 EASEMENT 39 _ _ _ _ / I REVISION: MAR. 2, 1995 SCALE: 1" = 30' REV. OCT. 20, 1994 REVISION: MAR. 27, 1995 JOB NO. 425BOH SDS SHEET: 1 OF 3 F.F. ELEV.=36.0_ 20' MIN. ELEV. 34f_ CONCRETE COVE 1' MUM OVERLAP ON ALL EDGES ELEV.= 33.0f 4' DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE V.= 26.61 ELEV.-25.0 6' ON CENTER. END CAPS ON ALL PIPES nA 12" �N. 2" LAYER OF ELE ---- ELEv.= 26.09 CONCRETE COVER ELEV.= 25.84 1/s"-1/z" DIST.= 26' FLOW I= 25.38 SLP•= 0.01 6 MOL (0.006") PLASTIC MEMBRANE WASHED STONE SLP.=0.02 ELEV.=- - DIST.=_21 0 , „oo 10" MIN. 19" - o c oo o„o 4" CAST IRON OR DIST.=__23 SLP.=_0.02 O< SCHEDULE 40 P.V.C. < O 0 /4" TO 1-1/2' 4" CAST IRON OR O v v U v U U U U U U U cl O O U U U U U U O C` WASHED STONE 4" CAST IRON OR O 0 0 O O O O O O O O O . O O O O O O O O 24.0 SCHEDULE 40 P.V.C., SCHEDULE 40 P.V.C. n O O O O O O O O ;O n O n O n 7 O,�O O„O O O,�O,�O ELEV._ ELEV.=25.21 A 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 6 PERFORATED PIPES 11' USE STONE TO LEVEL 5 STRIPOUT ALL AROUND SYSTEM - THE BED AS NEEDED BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV = 13 PERCHED WATER FOUND AT ELEV. 14.6 PROFILE OF 1' MINIMUM OVERLAP ON ALL EDGES 6 MIL (0.006") PLASTIC MEMBRANE 2� j AyER OF „o„o„o„o„o,;o „o„o o„o„o 0 1/8"-1/2" SEWAGE DISPOSAL SYSTEM 1' OF STAONE O `JO `JO `J `JO `JO `JO^ WASHED STONE BELOW PIPES O 0 0 0 0 0 0 0 3/4" 1-1/2" WASHED STONE NOT TO SCALE 5'--� 6 PERFORATED PIPES I-5'-- - SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND �tN- O �� JOr4N WITNESSED B Y: EDWARD BARRY�BOH AGEN�___ +� LAND€R-.&ULEY GENERAL NOTES: CIVIL , PERCOLATION RATE: --4.---MIN/INCH P-8357 DESIGN DATA: ho. :�siC1 1 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE 3A TEST HOLE4A NUMBER OF BEDROOMS THBEFL(3)-_ 2. PLAN REFERENCE BK 435 PG 90 LOT 5 BARNSTABLE REG. OF DEEDS E� F} 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM DATE: 1_12=95_ DATE:1=12_95 _ AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. ELEV._35.0 ELEV._34.5 GARBAGE DISPOSAL NONE (_0,Z_____ 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT ELEV FT TOTAL ESTIMATED FLOW __110---_ GPD TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0 35.0 34.5 0' ( --33Q-- GAL./BR./DAY X 3 BR. ) FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN LOAM & TILL SEPTIC TANK CAPACITY -15DO__ GAL. 12 OF THE FINISHED GRADE. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & TIC 28.0 6.5' LEACHING AREA REQUIREMENTS SAME, UNLESS NOTED BY FINAL CONTOURS. SANDY TILL 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA Q S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12.5' 22.5 . BOTTOM AREA _4Q2 S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SANDY LAYER SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL 19.5 15.0' AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _ 3z__ GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY TILL 18.6' 16.4 DESIGN FLOW. (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY 337 __ GPD 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.6' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISION: MAR. 27, 1995 SHEET 2 OF 3 JOB # 425PRO SDS TEST HOLE: 1 TEST HOLE: . 2 TEST HOLE: 3A TEST HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE: 1-12-1995 DATE: 1-12-1995 FT ELEV FT FT ll i ITl li�l ELEV FT .� lixl►� ltalimli, p > i lali 1►. 1► aal�lali, pQ � 35. 0 33. 0 , llialal p 35. 0 34. 5 , a1l o LOAM & FILL 4. 0 LOAM & FILL LOAM & TILL ORGANIC MAT. 31. 0 28. 0 5. 0' 11 6. 5' 2 8. 5 26. 0 ORGANIC p MAT. LOAM & TILL 28. 0 6. 57. ' SANDY TILL TILL 24. 0 10. 5' TILL 12. 5' 22. 5 SANDY LAYER SANDY SOIL 19. 5 15. 0' 15. 0 - 18. 0' SANDY TILL 16. 6 18. 4 18. 6 16. 4 ��a OF �FM MED. SAND >� � 20. 0 15. 0 �, Ja,v -;, 12. 0 WATER AT 21.0' LANDERS•CAULEY MED. SAND Ego g c;v,L �z , WATER AT 23.0- - 12. 0 roo. 3IL 9. 0 24. 0 PERCHED WATER cs � �Q.< '' 25. 0 10. 0 AT18.6 �� , , PERK "TEST RESULTS APPLICANT PA VID MUNSELL 3179 MAIN ST. (RTE 6A) BARNSTABLE, MA 02630 PROJECT LOCATION: LOT 5, REDWING LANE BARNSTABLE, MA J.E. LANDERS-CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUM MA 02574 (508) 540 - 3022 ASS. 318-003-001 DATE: MAR. 27, 1995 SCALE: 1" = SEE ABOVE DRAWN BY: SDS JOB NO. 425PRO SHEET: 3 OF 3 RNSTABLE HARBOR LOT 8 CB FND N 87.29'53" E 318-003-003 0 ` 52.50' ' MICHELLE HILTON TRS N c, �A 3010 RTE. 6A CID Ul _ COURT BARNSTABLE, MA 02630 o - - - - HOUSE 29.7 � S 89'37'08" E i TOP OF BANK IS MAJOR ��' LOCUS 219.17' 32 30 28 26 �� I BREAK IN SLOPE. 1 ,5� LANE v I / / / \ 1 REDWING LOT 6 � 33 I /31 2g 27 \\ 25 � Cl aj TP 2,i 34 DEP 0 29.9 I 0 ( LOT 5 0 �, LOCUS f, x E- \ o' 44540f S.F. co0­4 /I( \ I I H I \ \ 1 �►Q \ ACME D ACME H20 NOTES: d / \ I \\ \ I I \ y 26 / W 33. ST 15O DB 9 BOX o 0 x \ • • \ I I I / • THE TOPO AND PLAN ( 23 W I i I I I "") WAS PREPARED FROM� DRWELS 2s AN ON-THE-GROUND z 27c m INSTRUMENT SURVEY 0W4rn (4 OTAL) A,. i" I • TEST PIT 1 TAKEN 0 o Q TP 1 14.0'a Za.o'• RESERVE I W ®g W 33.1 a d\ o� I I ��� �'� �' DECEMBER 2, 1993 o I I I I I I I `L� [­ \ �® a x N;;;� AREA I I I I I I �I W \ II I` \ ZV 128JOHN I ' = Iu �aNc r,s-cCIVIL�u�Ey f `s` • TEST PIT 2 TAKEN o / �,..:.:...... a u8.9 —I 29 a, MARCH 24 1994 ;,18.o',,,;;;;;;;;;;;;; W ao c3` \ N.J. C5101 35-J � �,, I I 30 • TEST PITS lA, 2A, 3A, C5 0. PROPOSED. HOUSE,, 34 Q 54.8 N;��� AREA 1716 S. �� _ 110.0 — �-I - �31 I �.����.ag;� �.;_ °�-�;�. ,,� 4A TAKEN JAN. 12, 1995 W 35 .. ie.o',.N::::...::::o \ \ - • DATUM IS N.G.V.D. 0 36.0 TP 3A — I I :.. I P 2A - 35 - -4 i \ - -1 32 I _ • RESOURCE AREA DELINEATION Q7 / BENCH MAF X `78'8 I ��_ - -�33 L-' I BY CAPE ENVIRONMENTAL cow 35 NAIL SET ELEV. 36.47 _ _TP 1A 10 ' DRI I ,���33.8 -iz 134 I • DISTRIBUTION BOX TO BE ASSOCIATES o , .,,.,;30 ,,, ® VERY FLOW PATH -1 I 1 RELOCATED WHEN RESERVE • ALL OF LOT 5 IS IN FLOOD 1 �• :24 -135 AREA IS USED 34.R.OF WATER ZONE C . 1 , GARAGE PIPE & SCLALE - I I „ - :::::: _ PROX 16' DEEP �� 1 1 J CB FNy36 I j� F 0 51.6 / 34.6 / =37 I APPLICANT: d PAUL AL �,,� DA:YID MUNSELL h� �tlTHiN __; 3179 MAIN ST. (RTE 6A) 1 G / �38 I R o. 32os BARNSTABLE, MA 02630 e� _ /. ESS,G PROJECT LOCATION: - _ - I Sut�vE`� LOT 5, REDWING LANE 36- _ 229.32 T' r - �_ .-. N 89'40'43" W I -�\ \ / (i9 CB FND'"'® ''"` BARNSTABLE, MA I J.E. LANDERS-CAULEY, P.E. LOT 4 37, y / CIVIL ENVIRONMENTAL ENGINEERING REFER TO I / I I P.O. BOX .364 WEST FALMOUTH, MA 02574 PLANB00K 435 PG. 90 38 �/ / I I — (508) 540 - 3022 FOR LOCATION OF I n _ _ / / I REVISION: FEB. 7, 1995 ASS. 318 003-001 DATE: JAN.. 12, 1994 EASEMENT 39 - , _ _ � I REVISION: MAR. 2, 1995 SCALE: 1" = 30' REV- OCT. 20, 1994 REVISION: MAR. 27, 1995 JOB NO. 425BOH SD SHEET: 1 OF 3 F.F. ELEV.=36.0_ 20' MIN. ELEV.= 34f_ CONCRETE COVE 1' MINIMUM OVERLAP ON ALL EDGES ELEV.= 33.Of - 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE ELEV.= 25.0 6' ON CENTER. END CAPS ON ALL PIPES 26.61 A 12 MIN. 2" LAYER OF ELEV.= _ ELEV = 26.09 CONCRETE COVER 1/8"-1/2" ELEV.=25.84 25 38 SLP•= 0.01 6 MIL (0.006") PLASTIC MEMBRANE WASHED STONE DIST.=_ 26' FLOW LINE ELEV.= __ o „-o SLP.= 0.02 DIST.=_21 _ o �o 0 10" MIN. 19" o -. o..o DIST.=_ 2,3' 3/4" TO 1-1/2' 4" CAST IRON OR SLP.= O.02 O OU O SCHEDULE 40 P.V.C. 4" CAST IRON OR O v v U v v U v U U U U cf O O U U U U U U O C` WASHED STONE 4" CAST IRON OR n0000000 0000000000000000. �0000 000000000000 SCHEDULE 40 P.V.C.. SCHEDULE 40 P.V.C. - n n n n ELEV.=24•0 ELEV.= 25.21 A 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 6 PERFORATED PIPES 11' USE STONE To LEVEL 5 STRIPOUT ALL AROUND SYSTEM THE BED AS NEEDED BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =_13 PERCHED WATER FOUND AT ELEV. 14.6 PROFILE OF 1' MINIMUM OVERLAP ON ALL EDGES 6 Mit. (0.008") PLASTIC MEMBRANE 2' LAYER OF „o„o„o„o o,;o „o„o�o„o 0 0„ SEWAGE DISPOSAL SYSTEM BEOIAFW PIPES 8O0j00 O � � p0 WASHED STONE O O 0 W 4" 'jO 1-1/2" WASIiI!;D STONE NOT TO SCALE 5'--I 6 PERFORATED PIPES I-5' SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND GENERAL NOTES: WITNESSED BY: BDWARD BARRY 0 AGENT _ OF �'`�;'°� PERCOLATION RATE: _4_ DESIGN DATA: -MIN/INCH P-8357 � JOHN LkNDE99-CAULE' • 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. CIVIL !' 2. PLAN REFERENCE BK 435 PG 90 LOT 5 BARNSTABLE REG. OF DEEDS TEST HOLE 3A R TEST HOLE4A NUMBER OF BEDROOMS 1H&E,--(�_ r DATE: 1=12_95 DATE: 1=12_95 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM - AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. ELEV._35_0 ELEV._34.D GARBAGE DISPOSAL NONE (9�_____ �� A 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT ELEV FT TOTAL ESTIMATED FLOW __11D__-_ GPD -" TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0' 35.0 34. 0' _�31L_ GAL /BR./DAY X BR. FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ( __3 ) 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN LOAM & TILL 12 OF THE FINISHED GRADE. SEPTIC TANK CAPACITY _152CZ_ GAL 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & TILL 28.0 6.5' LEACHING AREA REQUIREMENTS SAME, UNLESS NOTED BY FINAL CONTOURS. SANDY TILL 7. ALL' COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' 5IDEWALL AREA Q S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12 5' 22 BOTTOM AREA _4�2 S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SANDY LAYER SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL 19.5 15.0' AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _02___ GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY TILL 18.6' 16.4 DESIGN FLOW: (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY 337 GPD 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 4 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF `(0�0 APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. (e.c/� REVISION: MAR. 27, 1995 SHEET 2 OF 3-JOB # 425PR0 SDS TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST HOLE: 4A DATE: 12-2-1993 DATE: 2- 3-1994 DATE: 1- 12-1995 DATE: 1-12-1995 FT ELEV FT FT ELEV FT 0 ,Mali. I�I�ai �lulal�li, ,�la .. li,�l►,�I,alulalmli, � ,�Inl►.11►,�Irall,�lul�lidli, ,�Inli.11►�I►�Il,�lul�l►,�li, 35. 0 33. 0 0 p 35. 0 34. 5 0 LOAM & FILL 4. 0' LOAM & FILL LOAM & TILL ORGANIC MAT. 31. 0 28. 0 5. 0' 6. 5' 28. 5 26. 0 ORGANIC MAT. LO AM & TILL 28. 0 6. 5' 7. 0 SANDY TILL TILL 24. 0 10. 5' TILL 12. 5' 22. 5 SANDY LAYER SANDY SOIL 19. 5 15. 0' ° 15. 0 18. 0' SANDY TILL' 16. 6, 18. 4 MED. SAND 18. 6 16. 4j OF 2 0. 0' 15. 0 ° MED. SAND 12. 0 1 -"-WATER AT 21.0' '°t ' JOliN ' LANOER -CAULEY i are 6:'i -C WATER AT 23.0' - PERCHED WATER No.civEL 12. 0 9. 0 - -;. 2 5. 0' 10. 0 2 4.0' AT 18.6' ��® 4No. ��io�s� F PERK TEST RESUL TS APPLICANT:_- DAW D MUNSELL 3179 MAIN ST. (RTE 6A) BARNSTABLE, MA 02630 PROJECT LOCATION: LOT 5, REDWING LANE BARNSTABLE, MA J.E. LANDERS-CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTK MA 02574 (508) 540 - 3022 ASS. 318-003-001 DATE: MAR. 27, 1995 SCALE: 1" = SEE ABOVE DRAWN BY: SDS JOB NO. 425PRO SHEET: 3 OF 3 RNSTABLE HARBOR LOT 8 CB FND N 87'29'S3" E 318-003-003 52.50' A o MICHELLE HILTON TRS - - - - - . ( r�� 3010 RTE. 6A cN.5 ccp COURT ti ro 29.7 BARNSTABLE, MA 02630 N oo F \ ROUSE S 89'37'08" E I TOP OF BANK IS MAJOR $ LOCUS) IN SLOPE. \ v 219.17' 1 1 32 30 28 26 I 1 REDWING LOT 6 3/3_x Q \ r LANE H � � / / \ I � 1 �w A O�� ( �� ) -/ 3 1/29 27 \ 25 DER I 0 34 �, �// / / \ \ l I I Q �� 6 QL40 29.9 S6 LOT 5 / ( \ I \ I J E 0 ' LOCUS 44540f S.F. /�( I I I H � U E- co 0-4 i 1 I NOTES: A W W ACME H2O ACME H2O / \ ( \ I I y 26 O 33.0 x ST 1500 na s aox \ • THE TOPO AND PLAN o ` • ' 23' ! \ I I I WAS PREPARED FROM DRYWELLS zs' ��, z I I \ z�27 / AN ON-THE-GROUND ] rn w (4 TOTAL) , v i I I I �_ o I / INSTRUMENT SURVEY ro W 14.0'C7 14.0'• W\ ' I �? I • TEST PIT 1 TAKE 33.1 a ® 1 RESERVE of Wow I I DECEMBER 2, 1993 F �� x �,..� AREA i i i i i �I W tv `j28 I \ "' ' ' ' ' ' \ \ I TEST PIT 2 TAKEN fSr o.,,22.0' .... s.0 58.9' I • 30.' '� 29 MARCH 24, 1994 W 3J \ �180' 33.2 A o:;;;PROPoS2p.'HOUSE;;' of 34 I ` 30 I • TEST PITS IA, 2A, 3A, 54.8' N; ,AREA 1716 S. e° 110.0'- _ 31 I 4A TAKEN JAN. 12, 1995 '35le.o' TP 3A _ I I • DATUM IS N.G.V.D. �� - 35- - -¢ I - 32 `® 2A,78 8, I _ _ I • RESOURCE AREA DELINEATION BENCH MARK I _ - -133 1 BY CAPE ENVIRONMENTAL 35 NAIL SET ELEV. 36.47 10 '� - - I 1 • DISTRIBUTION BOX TO BE ASSOCIATES. o - -TP lA DR j U _ :Z 33.8 _ 34 1 ® �Y SLOW PATH_ I RELOCATED WHEN RESERVE • ALL OF LOT 5 IS IN FLOOD -I35 AREA IS USED 34.20F WATER ZONE C i GARAGE:: PIPE & SCLALE - _ - i cs? �����.����. PROX 16" DEEP ��� \ y36 51.6 - 34.s 1 CB FND ' 1 i o 37 APPLICANT:: a d w N DAVID -MUNSELL w / I I 3179 MAIN'ST. (RTE 6A) _ 1 01 , �8 I BARNSTABLE, MA 02630 - - \ / I f 19�1 / + o/ I I PROJECT LOCATION: 36- - 229.32' r 1 I LOT 5, REDWING LANE N 89'40'43" W I tie / i CB FND BAR VSTABLE, MA LOT 4 37 \\� y\ 9�1� J.E. LANDERS-CAULEY, P.E. REFER TO - I / / I I CIVIL ENVIRONMENTAL ENGINEERING I P.O. BOX 364 WEST_ FALMOUM MA 02574 PLANBOOK 435 PG. 90 38- �—.� (508) 540 - 3022 FOR LOCATION OF _ _ / I I REVISION: FEB. 7, 1995 ASS. 318-003-001 DATE: JAN. 12, 1994 EASEMENT 39 - _ / I REVISION: MAR. 2, 1995 SCALE: 1" = 30' REV: OCT. 20, 1994 REVISION: MAR. 27, 1995 JOB NO. 425BOH TD5 SHEET: 1 OF 3 F.F. ELEV=36.0 20' MIN. ELEV= 34t fCONCRETE CO 1' MINIMUM OVERLAP ON ALL EDGES ELEV.= 33.Of 4" DU. SCHEDULE 40 PERFORATED PLASTIC PD?E ELEV=26.61 ` ELEV.=25 0 s' ON CENTER. END CAPS ON ALL PIPES A 12 MIN. 2" LAYER OF ELEV.= 26.09 CONCRETE COVER ELEV.= 25.84 FLOW LINE SLP.= 0.01 8 MIL (0.006") PLASTIC MEMBRANE WASHED STONE DIST.= 26 ELEV.= 25.38 SLP.= 0.02 21 00.. 19' DIST.= �-o 10" MIN. o c o°o°o 4" CAST IRON OR DST•_-23' SLP.=0.02 ^' c O O O /4 TO 1-1/2 SCHEDULE 40 P.P.C. O v v v v v v v U U U U l� O O D U U U U U O 4 CAST D30N OR 4" CAST IRON OR 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O *�� STONE SCHEDULE 40 P.V.C. g p�,E 40 p,VC, n.�0 O 0 0 O O 0 O�OnOn0 -) O"O O-O O O„O„O� ELER=24.0 ELEV.= 25.21 A 1500 GALLON SEPTIC TANK 6 PERFORATED PIPES DISTRIBUTION BOX 11' USE STONE TO LEVEL 5' STRIPOUT ALL AROUND SYSTEM THE BED AS NEEDED 1 BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEv - 13 PERCHED WATER FOUND' AT ELEV. 14.6 PROFILE OF f O ON ALL EDGES f�o .006") PLASTIC MEMBRANE 2' LAYER OF „ „o„o o,.o„o„o„ojo- i/8'-i/2" SEWAGE DISPOSAL SYSTEM 1' OF STAONE O`J "O `JO `J WASHED STONE ' BELOW PIPES O O O 0 0 O STONE NOT TO SCALE 5'-� 6 PERFORATED PIPES �--5' SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND GENERAL NOTES: WITNESSED BY: EDWARD BARRY (BOX AGENT PERCOLATION RATE: 4 Mar/INCH P-8357 DESIGN DATA: 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE:3A TEST I30LE4A NUMBER OF BEDROOMS S1Y&EE 02 2 PLAN REFERENCE BK 435. PG 90 LOT 5 BARNSTABLE REG. OF DEEDS DAB; 1-12-95 DATE:1-12-95 = 3- THIS PLAN IS. FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM ELEV 35 0 NB GARBAGE DISPOSAL .N� _(h,) AND: NOT TO BE-. USED FOR SURVEYING AND ZONING PURPOSES. ELEV: 34 5 ' - .. 4 ALL ,WORKMANSHIP AND MATERIALS SHALL CONFORM TO D:E.P. FT ELEV FT. TOTAL- ESTIMATED"- FLOW I-IQ GPD -. - TITLE; 5'`AND; THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0 35.0 34. p x ( 330 BR/D FOR-THE: SUBSURFACE DISPOSAL OF SEWAGE. GAL/ AY X �3-, BR. ) r'. 5 ALL' COVER TO, SANITARY UNITS SHALL BE BROUGHT TO WITHIN LOAM .& TII.i, CITY SEPTIC TANK CAPA 15Q(,Z_ GAL . 12. OF_ THE FINISHED GRADE. a 6. EXISTING AND: FINAL GRADES SHALL REMAIN ESSENTIALLY THE 28.0 6 5 .. LE AREA" LOAM & TILL SAME, UNLESS NOTED BY FINAL CONTOURS. ACHING REQUIREMENTS . SANDY THI 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA 0 S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12.5' 22.5 BOTTOM AREA . 45Q ' S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SA y �yER SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOH. 19.5 15.0' . AREAS UNLESS NOTED. LEACHING CAPACITY (BOTTOM & SIDEWALL) 337 GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY ' 18.6' 16.4 DESIGN FLOW (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY 337 GPD Y 9. ,NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.6' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTII=S PRIOR TO ANY EXCAVATION. REVISION: MAR 27, 1995 SHEET 2 OF 3 JOH # 425PR0 SDS TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST. HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE: 1-12-1995 DATE: 1-12-1995 FT a ELEV FT FT � ELEV FT alc�l ialr�llalulr`I►al►, �I�I'�lialrall,AIUII JIG lI t�ir I►alr�ll.�lalr►Ir, �lal Irairalfaluln�ra , 0 35. 0 33. 0 0 0 35. 0 34. 5 p LOAM & FILL 4. 0' LOAM & FILL LOAM & TILL ORGANIC MAT. 31. 0 28. 0 5.0' _ 6. 5' 28. 5 26 0 ORGANIC MAT. LOAM & TILL 28. 0 6.5' 7.0 SANDY TILL TILL 24. 0 10. 5' TILL 12.5 22.5 SANDY LAYER SANDY SOIL 19. 5 _15.0' 15. 0 18. 0' SANDY TILL. 16. 6, 18. 4 MED. SAND 18. 6 16. 4 2 0. 0' 15. 0 MED. SAND 12. 0 WATER AT 21.0' WATER AT 23.0' - 12. 0 PERCHED WATER 25. 0' 10. 0 9. 0 24. 0 AT 18.6' PERK TEST RESULTS < APPLICANT• ,� r �[IT11tS AVID D.. -: _ 3179.>MAINS ST: BARNSTABL&,:, MA'02630 PROJECT. LOCATION LOT 5,: .REDWBVG LANE BA.RNS'TABLE, MA I E: LANDERS-CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST F44MOM MA 02574 (508) 540; 3022 ASS. 318-003-001 DATE:=MAR 27. 1995 SCALE: 1" =sE$ Awvs DRAWN BY SDS JOB NO. 425PR0 SHEET: 3 OF 3 , z RNSTABLE HARBOR LOT S CB FND N 87'29'53" E 318-003-003 52.50' MICHELLE HILTON TRS N A ■ 3010 RTE. 6A cz ul _ _ COURT 29 7 BARNSTABLE, MA 02630 0 o �- - - - HOUSE N S 89'37'08" E I TOP OF BANK IS MAJOR \ $ LOCUS � � BREAK IN SLOPE. \ 'y 219.17' 32 30 28 26 I 1 REDWING LOT 6 H 4 33 LANE / �� A p ( TP21- //�1/29 27 \\ 25 I ti w DER 34 -� I / �. / ( \ ( 6 0 29.9 1 0 - / \ \ \ 1 l x E" \ 44540f S.F. c� /I( \ 1 I I H LOCUS U E- 00 i A ACME H2O ACME H2O / I \ \ I 1 \y 26 ^ /' NOTES: 0 W 33.0 x ST 1500 DB s Box • THE TOPO AND PLAN 0­4lD � 0 • • 23' I �� I I I m � I � WAS PREPARED FROM cw � DRYWELLS 26' ��, z I I \ � z 127 AN ON-THE-GROUND m �, (4 TOTAL) o I INSTRUMENT SURVEY 0 o w 14.0'd a. '; w I - I ( • TEST PIT 1 TAKEN v� TP 1 ? o I I DECEMBER 2, 1993 a 33.1 ::� RESERVE i i i i i �I �¢\ ca H \ ` x cv,;, AREA i i i i i i 'nl w \ ry 18 I C/] :i;;; \ \ IV I o / C6,.. e o 58.9 TEST PIT 2 TAKEN 30 o I i 29 MARCH 24, 1994 ... co 33.2 A o-::PAREASED•6HSU. 6 0' o I 34 \ 30 1 • TEST PITS lA, 2A, 3A, w 54.8' AREA 1716 110.0'— 4A TAKEN JAN. 12, 1995 / `35 TP 3A 1 • DATUM IS N.G.V.D. \ P2 - 35- - -I- -� 32 �rn / -?, (9 I _ _ • .RESOURCE AREA DELINEATION CD BENCH MARK I - -J33 1 BY CAPE ENVIRONMENTAL p 35 NAIL SET ELEV. 36.47 10 ' '�� _ I I • DISTRIBUTION BOX TO BE ASSOCIATES - -TP lA DR, �� 33.8 ' - - 34 k ;,;, 30 ;;, TY '1 o /Z.-"'-//.// ® Ay --PLOW PATH _ ( RELOCATED WHEN RESERVE • ALL, OF LOT 5 IS IN FLOOD '�•"•"' 24 — J35 AREA IS USED '. 34.20F WATER ZONE C i PIPE & SWALE i / ....;...... . PROX 16" DEEP\ j \ ' -136 1 0 51.6' i ) CB FND ' / — 34.6 �1 / —137 1 APPLICANT: a c; N DAVID MUNSELL w w �' N I I 3179 MAIN ST. (RTE 6A) Ln co 1 1\ 0 CD N / 8 I BARNSTABLE, MA 02630 x _ - - � �� � � � I �� cocoI I PROJECT LOCATION: w 36- - - 229.32' I 11 �/ I 1 LOT 5, REDWING LANE N 89'40'43" W I 7tie� 1 / 9 i CB FND BARNSTABLE, MA LOT 4 I ��y / i 1 J.E. LANDERS-CAULEY, P.E. _ REFER TO 37 _ ` I // / I I CIVIL ENVIRONMENTAL ENGINEERING WEST PLANBOOK 435 PG. 90 / I I P.O. BOX 36(508)540 — 3022 MA 02574 FOR LOCATION OF 38` REVISION: FEB. 7, 1995 ASS. 318-003-001 DATE: JAI. 12, 1994 EASEMENT I 39_ _ ` / REVISION: MAR. 2, 1995 SCALE: 1" = 30' REV: OCT. 20, 1994 REVISION: MAR. 27, 1995 JOB NO. 425BOH SD SHEET: 1 OF 3 F.F. ELEV=36.0 20' MIN. ELEV.=34f coxcRErE cOV 1' MOM M OVERLAP ON ALL EDGES ELEV.= 33.Of :: 4' DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE 4 ELEV.=26.61 ` ELEV.=25 0 6' ON CENTER. END CAPS ON ALL PIPES 12 MIN. 2' LAYER OF ELEV= 26.09 CONCRETE COVER ELEV= 25.84 SLP.= 0.01 6 HL (0.006') PLASTIC 1�RANE 1fASHED STONE DIST.= 26' SLP.= 0.02 FIAIf LINE ELEV.= 25.38 ' DIST.= 21 00" "0�00 10' MIN. 19' O C - ;!101 00 . ." 4' CAST IRON OR DIST.__23 SLP.= 0 02 Opp . TO 1-1/2 SCHEDULE 40 P.V.C. 4' CAST IRON OR O�vo, c v v U U cU U U U v O O U U U U U U O WAg$Ep STONE SCHEDULE 40 P.V.C. 4 CAST D30N OR 0 0 0 0 000 0 0 0 . O O O O O O 000 0 0 0 0 0 o O o o o 0 0„0 0 0 0 0 24:0 SCHEDULE 40 P.V.C. n A A ^ ELEV a ELEV.= 25.21 A 6 PERFORATED . PIP ES 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 11 USE STONE To LEVEL 5 STRIPOUT ALL AROUND SYSTEM THE BID AS NEEDED BOTTOM OF TEST ROLL OR USGS PROBABLE'W&TER TABLE ELEV = 13 PERCHED WATER FOUND`AT ELEV. 14.6 PROFILE O F 1' 1@IDIIIH O ON ALL EDGES 6 HL (0.008') PLASTIC MEMBRANE 2' LAYER OF 18- n�� „o„o„o,.o�o „o„o„o„o„o„o„ / 1/2' v v v v WASHED STONE 1 OF STAONEO O O O OSEWAGE DISPOSAL SYSTEM BELOW PIPESo o o 3 1-1 4' 2' / �'0 / 1fASHED STONE . NOT TO SCALE S--I 6 PERFORATED PIPES k5- SECTION A-A SOIL LOG 5 STRIPOUT ALL AROUND 1, GENERAL NOTES: WITNESSED BY EDEARD BARRY (Box A E T PERCOLATION RATE: 4 MIN/INCH P-8357 DESIGN DATA: 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE_3A TEST; HOLE4A NUMBER OF BEDROOMS THS��( I 2: .PLAN REFERENCE BK 435. PG 90 LOT 5 BARNSTABLE REG. OF DEEDS DATE: 1-12-95 DATE1-12=95 3. THIS PLAN:, IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM ELEV: �p GARBAGE DISPOSAL AND NOT TO` BE USED FOR-SURVEYING AND ZONING PURPOSES. ELEV 34 5 r 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D:E.P. FT ELEV „ . FT TOTAL ESTIMATED FLOW 1Z0 GPD TTPLE 5: AND. THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0 35.0 34, p ( 30 GAL/BR./DAY X_., __.BR. ). : . FOR: THE SUBSURFACE DISPOSAL OF SEWAGE. _ MAM .& TILL 5. ALL, COVER<TO. SANITARY' UNITS SHALL BE BROUGHT TO WITHIN . SEPTIC .TANK`' CAPACITY' 0 , GAL 12 OF;.THE FINISHED: GRADE. 6. ETING` AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & XIS TII.L 28.0 6:5.. SAME.- UNLESS NOTED BY FINAL CONTOURS. SANDY TILL LEACHING AREA REQUIREMENTS 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA 0 S.F. OF. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 12.5' 22.5 SAY IAAYER BOTTOM AREA 450 S.F. SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL 19.5 15.0' AREAS UNLESS NOTED. _ 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _ WZ GPD, 8• ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY Tits. 18.6' 16.4 DESIGN FLOW. (37.5+1)x(12+1)x 0.75= 375 GPD s BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY 37 - GPD 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.6' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISION: MAR 27. 1995 SHEET 2 OF 3 JOH # 425PR0 SDS TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST. HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE: 1-12-1995 DATE: 1-12-1995 FT TA ELEV fFT FT ELEV FT .�I�Il�liallul�l►al►, �It�l'�ti�lall,�lul�lrali, � � , i, �I Ir�lr�l i �Iral ,035. 0 33. 0 0 0 35.0 34. 5 p LOAM & FILL 4. 0' LOAM & FILL LOAM & TILL ORGANIC MAT. 31. 0 28. 0 5. 0' - 1 ORGANIC MAT. LOAM & TILL 6. 5 28. 5 26. 0 7.0' 28.. 0 6.5 SANDY TILL TILL 24. 0 10.5' TILL 12.5' 22. 5 SANDY LAYER SANDY SOIL - 19. 5 15. 0' 15. 0 18. 0' SANDY TILL 16. 6, 18. 4 MED. SAND 18. 6 16. 4 2 0. 0' 15. 0 MED. SAND 12. 0 WATER AT 21.0' WATER AT 23.0' - . 12. p PERCHED WATER 9. 0 24. 0 25. 0 10. 0 AT 18.6, x4 PERK TEST RESULTS APPLICANT: 'DAVID . 3179 111AIN�ST "( 6A)a - BARNSTABLE, bfA` 02630 PROJECT LOCATLON LOT 5, RM3FjWG LANE BARNSTABLE, MA J.E. LANDERS . CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O: BOX 364 WEST FAL_MOUTH, MA 02574 (508) 540_ 3022 ASS. #318-003-001 PDATM-MAR, 27. 1995SCALE: 1" =Sim Awn BY SDS_d JOB NO. 425PRO 3 OF 3 err ---- ARNSTABLE HARBOR LOT 8 CB FND N 87.29'53" E ti 318-003-003 o ` 52.50' 6A ■ MICHELLE HILTON TRS N COURT 3010 RTE. 6A ca cn BARNSTABLE, MA 02630 o - - - HOUSE N 29.7 o 1 TOP OF BANK IS MAJOR �' LOCUS S 89'37'08" E BREAK IN SLOPE. \ ~' x � 1, 219.17' 1 32 30 28 26 -- I 11 R LD NE G 'Q LOT 6 33 � H TP2,� 1 //31/29 27 \\ 25 A �ULDER_ 1 0 1 / 29.9 I � � / \ � ► � J a ( c �LOT 5 ` � � // � � � � �, � � LOCUS x of \ °' 44540f S.F.co �� \ 1 I ( I H d \ \ 1 \ L / NOTES:0 26 Z,Cl w ACME H2O ACME H2O / 33.0 ST 1500 DB 9 B o w THE TOPO AND PLAN pq • •( 23�'; w~ WAS PREPARED FRO M AN ON-THE-GROUND cr w DRYWELLS z6' o z27 INST ENT SURVEY 40� TO.T:A.L.);...... ooiv�-1I � 0 - ,r9 • TDE S P 1 TAKEN w O ia.o'� 1a.o�TP 1 RESERVE 331 H EMBER 2, 1993® o AREA 11 128 L NDEnS-CAULEY EST PIT 2 TAKEN4 ,2 ',i8.9' s CIVIL29 � �- MARCH 24, 1994 0 30 ho iQl Yc9e� ti w 35✓ ..18.0' ...::...:.::.... m cs I �'' 1`3 . . . . . . . ,.,., w I 30 `�� �� r � a • TEST PITS lA, 2A, 3A, Z7 0.,,,PROPOSED HOUSE,, 34 \ 1 \_' 4A TAKEN JAN. 12 1995 A o•;;i ;; 33.2 w 54.8 AREA 1716 s. s.o' 110.0'— o� - - 131 I `� 35 ;i,i8-0- "'::::;;;:::o \ - I � • DATUM IS N.G.V.D. 0 36.0' TP 3A - I 2A--� - 35- - -I I : 32 I • RESOURCE AREA DELINEATION jBENCH MAk 78'8' !�_ - -133 L-' I BY CAPE ENVIRONMENTAL �i- - - I I ASSOCIATES mot 35 NAIL SET ELEV. 36.47 _ _ lA 10 ' DRI VE i� 33.8 - - �34 I • DISTRIBUTION BOX TO BE o ,,,.,,30',,, ® Ay .'FLOW PATH- I RELOCATED WHEN RESERVE • o ,,,,,,,,, , ; ALL OF LOT 5 IS IN FLOOD I ,�,;,;,;;.z4 34.20F WATER I I » - 5 AREA IS USED ZONE• C I / GARAGE PIPE & SWALE - - / 36 PROX 16" DEEP f CB FND` y I 51.6' / - 34.6 1 / i �37 I 9cy�s APPLICANT: a dl.� N P'AUo.w DAVID MUNSELL w 0 M ERiTHEW 3179 MAIN ST. (RTE 6A) m 8 I No 32003 BARNSTABLE, MA 02630 co PROJECT LOCATION: _ - - I 1 l ./ I I �� '� SUBA_ LOT 5, REDWIN 36- 229.32 G LANE I I CB FNb`" `M „ BARNSTABLE, MA N 89.40'43" w i \�\ 19 I J.E. LANDERS-CAULEY, P.E. LOT 4 37 CIVIL ENVIRONMENTAL ENGINEERING _ REFER TO — _ — P.O. BOX 364 WEST FALMOUTH, MA 02574 PLANB00K 435 PG., 90 38_ I- - _v� I I (508) 540 — 3022 FOR LOCATION OF _ _ REVISION: FEB. 7, 1995 ASS. N.318-003-001 DATE: JA 12, 1994 EASEMENT REVISION: MAR. 2, 1995 SCALE: 1 = 30' REV: OCT. 20, 1994 REVISION: M1R. 27,, 1995 JOB N0. 425BOH SD5 SHEET: 1 OF 3 P r F.F. ELEV.=_ .0 20' MIN. ELEV.= 34± CONCRETE COVERS 1' Mumium OVERLAP ON ALL EDGES ELEV. - 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE \ ELEV.-25.0 8' ON CENTER, END CAPS ON ALL PIPES ELEV. 26.61 ELEV.= 26.09 - - A 12" N. z" LAYER OF CONCRETE COVER 1/8"-1/2" ELEV.= 25.84 SLP.= 0.01 8 MIL (0.008") PLASTIC MEMBRANE WASHED STONE DIST.=_ 26' '0W iu�E ELEV. 25-- DIST.=_21 _ oo, jo SLP.= 0.02 10" MIN. lg" o. c DIST.=_2,3' /4" To 1-1/z4" CAST IRON OR SLP O _SCHEDULE 40 P.V.C. O v v v v U U U U U U U C� O O U U U U U U 4" CAST IRON OR 4" CAST IRON OR O O O O O O O O O O O O . O O O O O O OASHED STONE SCHEDULE 40 P.V.C.. SCHEDULE 40 P.V.C. n-.O O O O O O O O O n O n O n O O. O,,O O O„O_ LEV ELEV.=25.21 A 6 PERFORATED PIPES 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 11 ' USE STONE TO LEVEL 5' S TRIPO UT ALL AROUND SYSTEM - THE BED AS NEEDED BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV = 13 PERCHED WATER FOUND AT ELEV.. 14.6 PROFILE OF 1' MINIMUM OVERLAP ON ALL EDGES 8 MIL (0.008") PLASTIC MEMBRANE 2' LAYER OF o„o„o„o„o,;o „o„o„o„o„o„o� 1/8"-1/2" SEWAGE DISPOSAL SYSTEM 1' OF STAONE O `JO `J0 "O `JO `JO WASHED STONE BELOW PIPES O 0 0 0 0 0 0 0 3/4. �0 1-1/2" WASIiT';D STONE NOT TO SCALE 5'--� 6 PERFORATED PIPES I--5' SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND GENERAL NOTES: WITNESSED BY: EDWARD BARRY(BOH AGENT___ DESIGN DATA:PERCOLATION RATE:_4_-_MIN/INCH P-8357 tc =° �a � �,LANDER fALLEY -.. , 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE 3A CIVIL TEST HOLE4A NUMBER OF BEDROOMS 1HBEZ_(�_- 2. PLAN REFERENCE BK 435 PG 90 LOT 5 BARNSTABLE REG. OF DEEDS Ro. 3101 DATE: 1=12=95 DATE:1=12=95 3. THIS PLAN IS FOR THE INSTALLATION AND NOT TO BE USED FOR SURVEYING REPAIR OF SEPTIC AND ZONING PURPOSES.EM ELEV._35.0___ ELEV._34.5___ GARBAGE DISPOSAL NONE (p��___ F� T 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT ELEV FT TOTAL ESTIMATED FLOW __110____ GPD r ?A' TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0' 35.0 34.5 0' ( _,3�_ GAL./BR./DAY X __,3__ BR. ) FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN LOAM & TIM SEPTIC TANK CAPACITY _15A1L_ GAL 12 OF THE FINISHED GRADE. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & TILL 28.0 6.5' LEACHING AREA REQUIREMENTS SAME, UNLESS NOTED BY FINAL CONTOURS. SANDY TILL 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0if 10.5' SIDEWALL AREA __Q__ S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 12.5 22'S SANDY LAYER BOTTOM AREA _4�2 S.F. SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL 19.5 15.0' AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _02_-_ GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY TILL 18.6' 16.4 DESIGN FLOW: (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH RESERVE LEACHING CAPACITY _ 337 GPD DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.6' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF. APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISION: MAR. 27, 1995 SHEET 2 OF 3 JOB # 425PR0 SDS r TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE: 1- 12-1995 DATE: 1-12-1995 FT ELEV FT FT .T ELEV FT 0 alnli.li,al�l,�lui�I►�i►, 35. 0 33. 0 ``li�li.i�l►al,�lult�l►�li, 0� 0� ,�Inl►. I�i►al ,allal>til li, 35. 0 34. 5 ''Inli. I►AI►42lalhlmli, 0 LOAM & FILL 4. O' LOAM & FILL LO AM & TILL 31. 0 28. 0 5. 0' ORGANIC MAT. ORGANIC MAT. LOAM & TILL 6. 5' 2 8. 5 � 2 6. 0 7. 0' • 28. 0 6. 5' SANDY TILL TILL 24. 0 10. 15 TILL 12• 5' 22. 5 SANDY LAYER SANDY SOIL 19. 5 15. 0' ' 18. 4 15. 0 18. 0' SANDY TILL 16. 6 20. 0' 15. 0 MED. SAND 18. 6 16. 4 JoHN = a°a LANDERS-CAJLcY � 12. 0 WATER AT 2.1.0' �, � CIVIL MED. SAND r ha. �;i1C1 WATER AT 23.0' - G,12. 0 9° 0 24. 0' PERCHED WATER �� _q �° �� 25. 0' 10. 0 AT 18.6 PERK 'TEST RESULTS APPLICANT__ DAVID MUNSELL 3179 MAIN ST. (RTE 6A) BARNSTABLE, MA 02630 PROJECT LOCATION: LOT 5, REDWING LANE BARNSTABLE, MA J.E. LANDERS-CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540 - 3022 ASS. 318-003-001 DATE: MAR, 27, 1995 SCALE: 1" = SEE ABOVE DRAWN BY: SDS JOB NO. 425PR0 SHEET: 3 OF 3:. t ARNSTABLE HARBOR OF - PAUL LOT 8 CB FND 87.29'53" :, N E Q .aj`�>° 52.5 MsRffm "' ,> 318-003-003No. 32OW 6A 0 4\• MICHELLE HILTON TRS tv 'pFCISTER� >:�..� �,, �, v;:R� ; - _ COURT - `` 3010 RTE. 6A �`' U' HOUSE BARNSTABLE, MA 02630 o s 89.37'08" E r� ' I LOCUS 1 219.17' 1 32 30 28 26 -� I 11 �� REDWING LANE w LOT 6 H O 33 1 /31 29 27 \\ 25 Q TP 2/ o�D �. 034 � I / // \ \\ I H 3 4� 6 0 29.9 I v �' LOCUS CEK# U E- LOT �J I \\ \\ \ I -PAR 1 NOTES: \ I I y 26 ^ 6 gg� Q M o w 33.0 \\ DRYWELLS 44540f S.F. �� / s THE TOPO AND PLAN El C44 TOTAL \ I \ I I I I / WAS PREPARED FROM �t o \ I I \ / v AN ON-THE-GROUND l \1 I I I \ o z 127 / t INSTRUMENT SURVEY 1 I �. o rD w �' 12' � I e TEST-PIT 1 TAKEN 0 0 w �� 6'.O\ t o —128:3 55.0' w ► I v� E. x \ m,``` m --- o D'ECEMBER 2, 1993 C ¢ \\\\ \\\T- 1 ACME II20 --- I 1 I � N 28 I E-H ... DB 9 Box TEST PIT 2___TAKEN 6zi\\ �.w TP ¢4' 5' 37. ' \ 'I 29 MARCH 24, 1994 30.7' .... o.vo ® • 14' ww � �DECK o.��� x. I - x w Zo � ACME H2O 6 1� ¢ Q w 30 • TEST PITS 1A, 2A, 3A, �.��� C�.� ST 1500 Q� - -- 34 I \ I33.2 0 35 o zt w.r4A TAKEN JAN. 12, 1995 53.4' �35 ` o� --- 1 - -I31 We .. o:w� 2.0 � 12' o I¢ t 1 I I • DATUM IS N.G.V.D. 32 BENCH MARK o ® 2A 1 \ �; — — I • RESOURCE EAREA ENVIRONMENTAL rn NAIL SET ELEV. 36.47 ����. BY I 33 � 35 ` \,.0 0z _ 10 DID �_�_'33.8 — — — I I ASSOCIATES o ® I�EAY 1 3 ��FI. W PATH - -134 I • ALL OF LOT 5 IS IN FLOOD o .;;;;.. OF WATER - -135. ZONE "C„ I i co PIPE & SWALE I - o y / PROX 16' DEEP // r, a CB FND I I co APPLICANT: 51.6 / \ 34.6 ��\ / j —37 . d N DA V7D MUNSELL I ) / w I I 3179 MAIN ST. (RTE 6A) m �38 I BARNSTABLE, MA 02630 cD / — \ / \jjo I Oro I PROJECT LOCATION: _ LO I 1 ! � ` I ��_ I LOT 5, RED WING LANE 36- 229.32' ,?r' 1 P CB FND BARNSTABLE, MA N 89'40 43„ W \y\ / 139 - J.E. LANDERS—CAULEY, P.E. LOT 4 37` I t\ \ \ / //I I CIVIL ENVIRONMENTAL ENGINEERING REFER TO _ I 1 I P.O. BOX 364 WEST FALMOUTH, MA 02574 PLANBOOK 435 PG. 90 — + / / I I (508) 540 - 3022 FOR LOCATION OF 38 I REVISION: FEB. 7, 1995 ASS. 318-003-001 DATE: JAN. 12, 1994 1 1 _ I REVISION: MAR. 2, 1995 SCALE: 1" = 30' REV- OCT. 20, 1994 EASEMENT I 39 — — - I JOB NO. 425BOH SDS SHEET: . 1 OF 2 f • / A } tELEV. . ELEV.=36.0_ 20' MIN. = 34f_ 1' MINIMUM OVERLAP ON ALL EDGES ELEV.= 33.0f CONCRETE COVERS` / \\ 4" DIA. SCHEDULE 40 PERFORATED' PLASTIC PIPE ELEV.=25• 4.8' ON CENTER, END CAPS ON ALL PIPES ELEV.=26.98 ELEV.= 26.08 CONCRETE COVER A 1z" MIN. 2" LAYER OF ELEV= 25.83 SLP.= 0._01 s MIL (o.00s") PLASTIC MEMBRANE 1/6"-1/z"� _ WASHED STONE DIST.=_ 14' : SLP.= 0.02 FLOW LINE ELEV._ 25.38 DIST.=_21__ oo� o0000 -- 10" KN. 19" 4" CAST IRON OR DIST.__ 5- SLP.__0.02 0 p 0(3/4" TO 1-1/2 SCHEDULE 40 P.V.C. 4" CAST IRON OR 4" CAST IRON OR 0O 0u0u0 0 0v0pO000000 0 . 00000 000p0p0000OOC� WASHED STONE SCHEDULE 40 P.V.C. SCHEDULE 40 P.V.C. n O O O O O O O O O n O n O n 7 0,-\O 0_O O 0, 0_O ELEV=24. 0 ELEV.= 25.21 A 1500 GALLON SEPTIC TALK 6 PERFORATED PIPES DISTRIBUTION BOX 11' USE STONE TO LEVEL THE LEACHING FIELD IS 12' WIDE THE BED As NEEDED BY 37.5' LONG. t BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV = 13 PERCHED WATER FOUND AT ELEV. 14.6 PROFILE OF C;v;� M�. �5i+,i1 � f f� '' 1' MINIMUM OVERLAP ON ALL EDGES s 6 MII (0.006") PLASTIC MEMBRANE 2' LAYER OF m OOO "-1/2SEWAGE DISPOSAL SYSTEM = rt WASHED STONE 1 OF STONE O Osj4" 0 1-1/z" BELOW PIPESO O O WASHD STONE' NOT TO SCALE 6 PERFORATED PIPES SECTION A-A SOIL LOG PIPES 6' ON CENTER GENERAL NOTES: WITNESSED BY: EDWARD_BARRY_(LOH_AGEN_T)____ PERCOLATION RATE: -4___MIN/INCH P-8357 DESIGN DATA: DESIGN FLOW: (37.5+1)x(12+1)=500 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE 3A TEST HOLE4A NUMBER OF BEDROOMS .THRF��3)500xO.75=375gpd 2. PLAN REFERENCE BK 435 PG .90 LOT 5 BARNSTABLE REG. OF DEEDS DATE: 12-2=93_: DATE: 1_12_95 _ 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM ELEV._a5,Q___ ELEV._34.5--_ GARBAGE DISPOSAL _p1VE_(Dj_____ AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT ELEV FT TOTAL ESTIMATED FLOW __110---- GPD TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS. 0' ' 35.0 34.5 ' 0' ( __3,3Q__ GAL/BR./DAY X ,3 BR. ) FOR THE SUBSURFACE DISPOSAL OF SEWAGE. , 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN LOAM & TILL SEPTIC TANK CAPACITY _1522__ GAL. 12 OF THE FINISHED GRADE. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & TILL 28.0 6.5' LEACHING AREA REQUIREMENTS SAME, UNLESS NOTED BY FINAL CONTOURS. SANDY TILL 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA Q S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12 5' 22.5 BOTTOM AREA _452--_ S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING LOCATION SANDY LAYER SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL OF TEST 19.5 15.0' AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _ �___ GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY TILL 18.6' 16.4 BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY _ 337 GPD 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH , DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER A, OBTAIN SUCH .DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.6" 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ," APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES,PRIOR TO ANY EXCAVATION. `Y • � •S1HED'I' 2 OF 2 JOB # 425PR0 SDS .v _ ARNSTABLE HARBOR OF LOT 8 Mgssgc CB FND N 87'29'53" E �'.. ouL � 318-003-003 52.50' - �A MERIT 4E N MICHELLE HILTON TRS ■ .o No. 32M ,0 3010 RTE. 6A w � _ _ _ _ COURT 29.7Fss�ofc stEa`- �a` BARNSTABLE, MA 02630 o HOUSE ��51 tAN� - S 89'37'08" E - I TOP OF BANK IS MAJOR \ LOCUS x i 219.17' 32 30 28 26 i BREAK IN SLOPE. \ REDWING 1 LANE LOT 6 AQ 33 TPA I /31'�29 27 \\ 25 / i wiDER ;r, ✓ � I / // / \ \ ( ImoH-{ I Q� 6 0 29.9 I l c6 LOT 5 o x E 44540f S.F. c° / ( \ , I ( , �, LOCUS I 0 I NOTES: A 33.0 / `` \ I I ' I26 0 W THE FIELD IS / ELEOW EEl I i • THE TOPO AND PLAN a iz'x37.5' t E CREEr� I Q, I ��� �'� �"� WAS PREPARED FROM d O �., CONC. DROP MAN- 5' WIDE STRIPOU �,��� CD' w i~ 1 DRYWELLS HOLE DIST. BOX* E" I I AN ON—THE—GROUND o a w x (4 TOTAL)�*SEE PAGE 2. I I I I I I Wz '0 z 127 / JO�oN �. INSTRUMENT SURVEY - � o I.AIVDEFiS-CAULEY � i O A I I I I t l W\ I I U CIVIL TP 1 14 0'd 14.o',, �' I ( • TEST PIT 1 TAKEN U1 C,J No. W 33.1 ® o o• o "� o I I ,� DECEMBER 2, 1993 a H � ` x H,::d RESER ti ►nl w 1 ► `I28 I , r� o,,,zz,o'-.::::~ AREA • �ti I �? I ��S e • TEST PIT 2 TAKEN 0 30' / �o,........... e o — 58.9 -I 29 MARCH 24, 1994 j iiiiiiiiiiiiii =140- w 35-J \ ..18.0'...i..i......... m TP 4A I 33.2 0 C!, PROPOSED, HOUSE;;' '" ACME H2O U'o_f 34 \ � 30 I • A VARIANCE F OM THE 100'• TEST PITS IA, 2A, 3A l A 54.8' AREA 1716 S so, • •10.0'— — -I 31 I SEPARATION OF A WETLAND 4A TAKEN JAN. 12, 1995 35 /J6.o'"^'� „o \ TO A LEACHING FIELD IS • 3s.u' �� 3A35— — —I _ — — 132 I REQUIRED. DATUM IS N.G.V.D. c°�' \ . I 2A 78 8' I — I • NO PAVING IS ALLOWED • RESOURCE AREA DELINEATION ) I BENCH MARK I _ _ 1 33 I OVER THE SEWERAGE BY CAPE ENVIRONMENTAL 0 35 NAIL SET ELEV. 36.47 _ —TP 1A 10 DR V \ ���33.8 134 SYSTEM. ASSOCIATES E 4Y ��—TFLOW PATH • ALL OF LOT 5 IS IN FLOOD � '•24 I 34.20F WATER co — -�5 • DISTRIBUTION BOX TO BE ZONE "C"- II GARAGE%% — _ i ::...,..... PIPE & SCLALE � I — � RELOCATED WHEN RESERVE I PROX 16" DEEP ) CB FN -136 I AREA IS USED 0 51.6' / 34.6 ' / z APPLICANT:— I �� i 137 I C:lLOCATION OF DAVLO MUNSELL w i W 05�� w zv I PIPE AS SHOWN 3179 MAW ST. (RTE 6A) co co _ 1 p N 8 I ON THE AS—BUILI BARNSTABLE, MA 02630 xco _ _ — — :� , I S cx) o� I I PLAN. PROJECT LOCATION: 36- — _ 229.32' I 1 �. LOT 5, REDWING LANE N 89'40'43" W I �, I CB FND BARNSTABLE: MA LOT 4 I \������ 89 j J.E. LANDERS-CAULEY, P.E. 37 _ I / / CIVIL ENVIRONMENTAL ENGINEERING REFER TO \ / I I P.O. BOX 364 WEST FALMOU71L MA 02574 PLANBOOK 435 PG. 90 38_ = �) REVISION: FEB. 71 1995 (508) 540 — 3022 FOR LOCATION OF I REVISION: MAR. 2, 1995 ASS. 318—003—001 DATE: JAN. 12, 1994 EASEMENT 3g _ _ / REVISION: MAR. 27, 1995 SCALE: 1" = 30' REV: OCT. 20, 1994 REVISION: APR. 17, 1995 JOB NO., 425BOH SD SHEET: 1 OF 3 e F.F. ELEV.=36.0_ 20' MIN. - ELEV.= 34t_ 12"± CONCRETE Co ELEV.= 33.0t ONCRETE CO 5 ON CENTER, END CAPSCHEDULE 40 ON�AI�y pIp��C PIPE ELEV.= 31.61 ELEV.= 31.09 ELEV.= 30.38 A 12" MIN. 2" LAYER OF 30.84 ELEV.=25.0 1/8 -1/2 ELEV.=-_• _ SLP.= 0.01_ + WASHED STONE DIST.=,26.0 SLP.= 0.02 FLOW LINE UQ� DIST.=21_'_-� v-o 10" MIN. 19" LEVEL o 0 0°0-0 DIST.=12.0 u c 4" CAST IRON OR _. SLP.- O O4 8"min. O O C O 3/4" TO 1-1/2 SCHEDULE 40 P.V.C. 4" CAST IRON OR 4" CAST IRON OR O O�O�O v O�0 u 0 v 0 v 0 V O V O 0 0 0 0(1 O O O O V V O V O V O V O V O O O C WASHED STONE SCHEDULE 40 P.V.C. SCHEDULE 40 P.V.C. '01-.O O O O O O O O O n O n 0 7 0,�O O,�0 0 0,�0 0� ELEV.=24.0 CONC. DROP MANHOLE ELEV.= 25.21 DIST. BOX * A *CONTACTOR, I QED AM 6 PERFORATED PIPES 11' 1500 GALLON SEPTIC TANK INSTALL SPEED LEVELERS. USE STONE TO LEVEL 5' STRIPOUT ALL AROUND SYSTEM THE BED AS NEEDED 1 BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =13 L PERCHED WATER FOUND AT ELEV. 16.4 PROFILE OF v c� c� c� y c� v c� v v v v v 2' LAYER OF SEWAGE DISPOSAL SYSTEM 1/8"-1/2" 1' OF STONE O v O " O v O `J O `J O 1/8--1/2- WASH STONE BELOW PIPES O O O O O O 3/4" TO 1-1/2- 0 STONE NOT TO SCALE 5 -� 2 PERFORATED PIPES -5 SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND GENERAL NOTES: WITNESSED BY: EMA D RARME �Q $ ' _ DESIGN DATA: PERCOLATION. RATE: --4--MIN/INCH P-8357 1. THIS PLAN IS FOR THE CONSTRUCTION_OF_A_NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE 3A TEST HOLE4A NUMBER OF BEDROOMS -TH= (4) 2. PLAN REFERENCE BK-435_PG_90 LOT 5 BARNSTABLE REG. OF DEEDS DATE: 1=12-95_ DATE: 1=12-95_ 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM ELEV.-3d Q___ ELEV._I4.5___ GARBAGE DISPOSAL NONE(0)_____ AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT Q ELEV FT TOTAL ESTIMATED FLOW -110------ GPD ���9 OF TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0' 35.0 34. 0' ��`� `icy FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ( -00-_ GAL./BR./DAY X ___ BR. ) o 351 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN ir- 28.0AM & TILL LANDERS-CAULEY SEPTIC TANK CAPACITY _150fL- GAL. v CIVIL 1? OF THE FINISHED GRADE. No 35101 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE �� & T� .5' LEACHING AREA REQUIREMENTS `GBS �a.•�� SAME, UNLESS NOTED BY FINAL CONTOURS. SAY �, ��' , 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA -0---- S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12.5' 22.5 BOTTOM AREA ��Q S.F. WITHIN 10 OF DRIVES OR PARKING AREAS. H-20 LOADING LOCATION SANDY �' SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL OF TEST 19.5 15.0' AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _-3-Z___ GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY TIIs. 18.6' 16.4 DESIGN FLOW- (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY __337 GPD 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.8' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISION: APRIL 17, 1995 REVISION: MAR. 27, 1995 SHEET 2 OF 3 JOB # 425PR0 T I TOWN O'F BARNSTABLE Bpi tM E Taw � , 6�Q ♦o OFFICE O'F Z HAMSMULE, s BOAR'D OF HEALTH pj _. 1639• �� 367 MAIN STREET 'FD MAY k' April 11, 1995 HYANNIS, MASS.02601 David Muns�ll w Box 431 , Barnstable,MA 026h --. RE: Lot 5 Redwing Lane,Barnstable Dear Mr.Munsell: You are granted a variance from the Board of Health Regulation 1.13 which requires a minimum tOo feet separation distance between a soil absorption system and a water course. The variance allows you'to install an onsite sewage disposal system at Lot 5 Redwing Lane,Barnstable with the following condition's: (1) The designing engineer shall revise the plans-to meet all the plans specifications detailed in 310 CMR 15.00 including the location of the percolation test(s)and water line. The plan must also show the proposed culvert and vent. The reserve area shalLbe relocated away from the proposed pdma'x.area"In addition,the septic tank must be elevated. (2) The dwelling shall contain no more than three(3)bedrooms. Office rooms,dens, sleeping lofts,and similar-type rooms are considered as bedrooms according to DEP. (3) The designing engineer shall supervise construction of the onsite sewage disposal system and certify in writing to the Board that the system was installed in strict accordance with the revised plan dated April 1995. (4) The applicant must remit$100(one hundred dollars)along with the required revised plans in order to obtain a disposal works construction permit within 45 days of the submitted disposal works construction permit application form(submitted March 29, 1995). The variance is granted because it is unlikely that any wastewater effluent from the soil absorption system will enter the watercourse due to the elevation and flow path of the watercourse. It is the opinion of the Board of Health that the installation of a septic system in conformance with the State Environmental Code and all other Board.of Health Regulations will not adversely effect the quality of the watercourse. Sincerely yours, /usan�C4J.'S. Chairperson Board of Health a Town of Barnstable SGR/bcs { munselld TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE: 1-12-1995 DATE: 1-12-1995 FTI►al�l li, ELEV FT FT ELEV FT ,�I&1T1.1 IfI,% �In11. 1,�l�all I►al4mil, 161111►�IMI 411Al�l 1i, ,1I 11. 1►allll,dal4imli,035. 0 33. 0 0 p 35. 0 34. 5 p LOAM & FILL ' 4. 0' 31. 0 LOAM & FILL LOAM & TILL ORGANIC MAT. 28. 0 5. 0 ORGANIC MAT. LOAM & TILL 6. 5' 28. 5 26. 0 7. 0 28. 0 6. 5 SANDY TILL TILL 24. 0 10. 5' TILL 12. 5 22. 5 SANDY LAYER r SANDY SOIL : 19. 5 15 16. 6 18. 4 15. 0 18. 0 # SANDY TILL 18. 6 16. 4 20. 0' 15. 0 MED. SAND MED. SAND 12. 0 WATER AT 21.0' _ OF WATER AT 23.0 ' - 12. 0 g p 24. 0' PERCHED WATER ®�� JOHN 25. p 10. 0 AT 18.F m LANDERS-CAULEY r'a CAvILCIO No. 35101 PERK TEST RES LTS APPLICANT: DAVID MUNSELL 3179 MAIN ST (RTE 6A) BARNSTABLE, MA 02630 PROJECT LOCATION: LOT 5, REDWING LANE BARNSTABLE, MA J.E. LANDERS-CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540 - 3022 ASS. 318-003-001 DATE: MAR. 27, 1995 SCALE: 1" =sEE ABovE DRAWN BY: SDS JOB NO. 425PR0 SHEET: 3 OF 3 -Y - RNSTABLE HARBOR PAL �. LOT 8 CB FND N 87.29 53 E n"3 MERI y 318-003-003 52.50' MICHELLE HILTON TRS o �A co 3010 RTE. 6A C.0 _ _ COURT 29.7 �an5 BARNSTABLE, MA 02630 o - — \ HOUSE S 89'37'08" E I I TOP OF BANK IS MAJOR LOCUS ml , I BREAK IN SLOPE. v 219.17' 32 30 28 26 -� I 11 w�� REDWING LANE LOT 6 A 33 TPA I //31,29 27 \\ 25 ti$ O 29.9 I LO 26 LOT 5 co )I x E-' \ 44540f S.F. co / I \ 1 I I H / LOCUS I A � rn `\ � /� � I �, 26 � /� NOTES: 33.0 I O w \ THE FIELD IS / ELBOW D \ I / OF �� • THE TOPO AND PLAN ��! a fYl ` 12'x37.5' O E <SCREEr7 I �, I WAS PREPARED FROM d- CONC. DROP MAN- 5' WIDE STRIPOU �' CD' w DRYWELLS HOLE DIST. BOX* z JOHN ��, AN ON-THE-GROUND co U x *SEE PAGE 2. to z 27 LANDERS-CAULEY -.4 0 14p, G4 ( (4 TOTAL) I I o I / cevlL INSTRUMENT SURVEY O O A W I I iV I No. 3510 TP 1 14.0'r� 14.0'/ 1 an CAD ,g • TEST PIT 1 TAKEN a 33.1 o c ';o o I I AO �g Eq DECEMBER 2, �,\ �"`� x �,:.� RESER ,� W I 28 T 1993 Al • TEST PIT 2 TAKEN o � � 'C61 .g 0 AREA • �� 1 ._ 58.9' —I 29 ; .... ..... ...- rn MARCH 24, 1994 w 35-J ..ls.o'..........i..... m TP 4A O o:;;;PROPOSED,'HOUSE;;' " ACME H2O w o, I 30 I • ,• -TEST PITS 1 A, 2A, 3A, 33.2 q o.,-.-,,,AREA . . . S. 6.0' • • o `�4 � � � I I A VARIANCE FROM THE 100 w 54.8' '` \ 10.0'— - 31 I SEPARATION OF A WETLAND 4A TAKEN JAN. 12, 1995 ..,.. 35 " ie.o'"N;;;;"';;;;o TO A LEACHING FIELD IS / \ 0 38.0' P 2\ TP 3A35- - -1 1 _ - _ -1 32 REQUIRED. • DATUM IS N.G.V.D. _-� _ _ • RESOURCE AREA DELINEATION co • NO PAVING IS ALLOWED BENCH MARK W I _ _ ' -133 OVER THE SEWERAGE BY CAPE ENVIRONMENTAL 35 NAIL SET ELEV. 36.47 _ —TP 1A 10 - DRI V ���33.6 _ 134 SYSTEM. ASSOCIATES o ,so' ® E 4Y SLOW PATH 1 • ALL OF LOT 5 IS IN FLOOD ��� ///,24' t - j 1 • DISTRIBUTION BOX TO BE ZONE "C"1 .. , , , , , , ,,, I ',4.2OF WATER e 1 � GARAGE// / - - 9? I � I RELOCATED WHEN RESERVE i PIPE & SWALE I - -136 I AREA IS USED PROX 16 DEEP CB FN t 51.6' _ 1 ) z/ 34.6 I �,�- 1 / �37 I APPLICANT: d I LOCATION OF DAWID MUNSELL a W �, ge/ w PIPE AS SHOWN 3179 MAIN ST. (RTE 6A) m 1 �' o C'' i" 8 I ON THE AS-BUIL BARNSTABLE, MA 02630 x _ _ _ - - - — :� I �i/ C o 'I I PLAN. PROJECT LOCATION: 36- - 229.32' 1 1 �. / I LOT 5, REDWING LANE N 89'40'43" W I I I CB FND BARNSTABLE, MA LOT 4 I �;y\�1� // /ji9 j J.E. LANDERS—CAULEY, P.E. REFER TO 37 - I / I CIVIL ENVIRONMENTAL ENGINEERING ` , / P.O. BOX 364 WEST FALMOUTH, MA 02574 PLANBOOK 435 PG. 90 38- 4 ` / i REVISION: FEB. 7, 1995 (508) 540 — 3022 FOR LOCATION OF I - _ / REVISION: MAR. 2, 1995 ASS. 318-003-001 DATE: JAN. 12, 1994 EASEMENT 39 - , ; / I REVISION: MAR. 27; 1995 SCALE: 1" = 30' REV: OCT. 20, 1994 REVISION: APR. 17. 1995 I JOB NO. 425BOH RDA SHEET: 1 OF 3 . - t F.F. ELEV._36.0 20' MIN. ELEV.= 34t_ 12"s ELEV.= 33.0± CONCRETE COVER$ ONCRETE CO 4" DIA SCHEDULE 40 PERFORATED PLASTIC PIPE \\ 5 ON CENTER, END CAPS ON ALL PIPES ELEV.- 3161 ELEV.= 31.09 ELEV.= 30.38 A 1z" 2" LAYER OF 30.84 ELEV.=25.0 I 1/8"-1/2" FLAW LINE ELEV.=_ SLP.= 0.01_ i WASHED STONE DIST.=26.0 SLP.= 0.02_ LIQUID DIST.-21_ ooc o0000 10" MIN. 19" DIST.=12.0 . v c 4" CAST IRON OR _ SLP.- O O4 g"gin O O O /4" TO 1-1/2 SCHEDULE 40 P.V.C. O U v U U U U U U U U U Cr O O U U U U U U O C` 4" CAST IRON OR 4" CAST IRON OR O O O O O O O O O O O O . O O O O O O O O WASHED STONE SCHEDULE 40 P.V.C. SCHEDULE 40 P.V.C. n-,O 0,0 O O 0 0 O O n O n 0 1 O r%O O O O 0-0-0 ELEv.=24.0 CONC. DROP MANHOLE ELEV.=25.21 DIST. BOX • A *CONTACTOR SHALL BORE 6 PERFORATED PIPES 1500 GALLON SEPTIC TANK ALL HODS AS NEEDED AND 11' INSTALL SPEED LEVELERS. USE STONE TO LEVEL 5' STRIPOUT ALL AROUND SYSTEM THE BED AS NEEDED BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =13 PERCHED WATER FOUND AT ELEV. 16.4 PROFILE OF 2' LAYER OF o o"o"o"o"o o"o"o"o?o"o SEWAGE DISPOSAL SY TEM 1' OF STONE 0 . 0 0v `JO `JO `JO WASHED STONE BELOW PIP• S O 0 O O O O O O O 3/4" TO 1-1/2" NOT TO SCALE � WASHED STONE 5 � 2 PERFORATED PIPES -5 SECTION A-A SOIL LOG 5' STRIPOUT ALL AROUND $a ��� OF JOHN „ WITNESSED BY- EDWARD y �G J-Vz _ Z LANDERS-CAULEY GENERAL NOTES: DESIGN DATA: avu_ PERCOLATION RATE:--4---MIN/INCH P-8357 No. 35101 1. THIS PLAN IS FOR THE CONSTRUCTION-OF-A-NEW SEWAGE DISPOSAL SYSTEM. , GdSI ��l - 2. PLAN REFERENCE BK-435_PG_90 LOT 5 BARNSTABLE REG. OF DEEDS TEST HOLE TEST HOLE4A NUMBER OF BEDROOMS 1H&EE�3,L� ��� 3. THIS PLAN IS FOR THE INSTALLATION REPAIR OF SEPTIC SYSTEM DATE: 1=12_95_ DATE;-_12=95_ / ELEV. ELEV.ELEV._34 5___ GARBAGE DISPOSAL NONE(o)_____ AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT ELEV FT TOTAL ESTIMATED FLOW 11Q_____ GPD TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 0' 35.0 34. 0' GAL/BR./DAY X -3__- BR. ) FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 1DAM & Tom' SEPTIC TANK CAPACITY _152[L_ GAL 12" OF THE FINISHED GRADE. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & T� 28.0 6.5' LEACHING AREA REQUIREMENTS SAME, UNLESS NOTED BY FINAL CONTOURS. SANDY TILL 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 24.0 10.5' SIDEWALL AREA -0---- S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 12.5' 22.5 LOCATION SANDY LAYER BOTTOM AREA _4�2 S.F. SHALL BE USED UNDER OR WITHIN 10 SANDY so>L OF DRIVES OR PARKING OF TEST 19.5 15.0, AREAS UNLESS NOTED. 16.6' 18.4 LEACHING CAPACITY (BOTTOM & SIDEWALL) _-3Z-_ GPD 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SANDY ' 18.6' 16.4 DESIGN FLOW. (37.5+1)x(12+1)x 0.75= 375 GPD BE MORTARED IN PLACE. RESERVE LEACHING CAPACITY -_337___ 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. AT 18.8' 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF APPLICANT: DAVID MUNSELL DATE: MARCH 2, 1995 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. REVISION: APRIL 17, 1995 REVISION: MAR. 27, 1995 S T 2 OF 3 IJOB # 425PR0 TEST HOLE: 1 TEST HOLE: 2 TEST HOLE: 3A TEST HOLE: 4A DATE: 12-2-1993 DATE: 2-3-1994 DATE:, 1-12-1995 DATE: 1-12-1995 FT ELEV FT FT ELEV FT ,�I �lill►�I►�II I►alnl�li, �Inl►.Il�alral I►�I gal►, � � �I li.11►�I�alhalulnl/�li, > � � > p 1 n lal►11 Fall I►aInl�l►, 35. 0 33. 0 p p 35. 0 34. 5 p LOAM ' & .FILL 4. 0' LOAM & FILL LOAM & TILL ORGANIC MAT. 31. 0 28. 0 5. 0' 11 6. 5' 2 8. 5 26. 0 O RG oIC MAT. LOAM & TILL 2 8. 0 6. 5' SANDY TILL y TILL 24. 0 10. 5' TILL 12. 5 22. 5 SANDY LAYER . -- r SANDY SOIL 19. 5 15. 0' 18. 4 5. 0 18. 0' SANDY TILL 16. 6, 16. 4 20. 0' 15. 0 { MED. SAND 18. 6 of , , MED. SAND 12. 0 --ow-WATER AT 21.0' - JOHN �Cw, LANDERS-CAULEY WATER AT 23.0' - 12. 0 PERCHED WATER v CIVIL 2 5. 0' 10. 0 9. 0 24. 0 AT 18.6' No. 35101 JG L PERK TEST RESULTS APPLICANT: DAVID MUNSELL 3179 MAIN ST. (RTE 6A) BARNSTABLE, MA 02630 PROJECT LOCATION: LOT 5, REDWING LANE BARNSTABLE, MA J.E. LANDERS-CAULEY,- P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540 - 3022 ASS. 318-003-001 DATE: MAR. 27, '1995 SCALE: 1" =sEE ABovE DRAWN BY: SDS JOB NO. 425PRO SHEET: 3 OF 3