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HomeMy WebLinkAbout0043 PINEY POINT DRIVE - Health �— Centerville 43 Piney Point Drive, A=228 - 003- h No. 42101/3 ORA � ESSELTE 10% (a e o 0 0 t ,rW s ' G�IME Tp� STABLE, • Town of Barnstable iOIED 39. Department of Health, Safety, and Environmental Services Public Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health October 11, 2001 Marina and John Conti 90 Piney Point Drive Centerville, MA 02632 Mr. and Mrs. Conti: It has come to our attention that the waterfowl population has increased dramatically over the last few years on Long Pond in Centerville. To decrease the population of the waterfowl we have asked all residents on this pond and surrounding neighbors to stop feeding the birds. Feeding the birds not only interrupts their normal migration patterns; it causes immediate health risks for humans. We are sending you this letter because of a complaint we received about your overflowing bird feeder, which was reported to attract waterfowl to you house. Enclosed is information on the adverse impact of feeding these birds as well as the town of Barnstable's waterfowl regulations. The regulations clearly states that"`feeding'and `baiting' shall mean the placing, exposing, depositing, distributing, or scattering, directly or indirectly, of shelled, shucked, or unshucked corn,wheat, or other grain, bread, salt, or any other feed or nutritive substances, in any manner or form, so as to constitute for such birds a lure, attraction, or enticement to, on, or over any such areas where such feed items have been placed, exposed, deposited, distributed, or scattered." Please also be aware that violators of this regulation shall be subject to a ticketed fine of Twenty-Five Dollars ($25.00) for each offense thereof. If you have any questions or concerns regarding this matter please contact the Health Department at 508-862-4644. Thank you- Lee McConnell k(j f 235 Great Western Road P.O. Box 1044 South Dennis, Massachusetts 02660 . PROFESSIONAL CIVIL ENGIPJEER, ��OIL EVALUATOR Tel�3phnne �`l!c;)3�l 11 SEPTIC DESIGNS FIX (`:00) 390-30133 July 10, 1997 Mr. Thomas McKeon Board of Health TOWN,- ,OF BARNSTABLE 367 Main Street Hyannis, MA 02601 RE: 43 Piney Point Drive, Centerville Paul & Susan Ingram Our File #1-0813 Dear Tom: I have performed an on-site inspection of the septic system for the above referenced property and find that it has been installed per the attached "As-Built" in substantial compliance with the approved Plan with the following notes: 1) Hi capacity maximizer chambers were used instead of the standard size infiltrators negating the need for stone beneath the Soil Absorption System due to their greater height and capacity. If you have any questions or comments, please call me. Very truly yours, Craig R. Short, P.E. CRS/cwk r :-4 :ROJECT MSCIIIIT1ON: �f •F fr a s-fa }A.f �' •� (]-fir ... �.- ici34 ID �tt5b d >i k. l V b,`3�r '� t .C't r - „• q t t.j ct / c 0. tK}{�•31�'I �T a tjtxq sYta,� f k`,�, j\ 3 d t,:sf' +,5 1 k 1i �' {•41 ,e 1 ; k �9:#'• O' CH N 7'7' ,c� p t9 sFP rl c TANKn 1 � OP 0111CO:(508)385-6530 ;.Member ASCE � FOR: p CRAIG R. SHORT, P.E. P.O.BOX781 L(1l : 43 �'t n ` DENNIS,S MA 07638 e Professional Civil Engineer • Custom Designee ,.�_v� Licensed C,onsfiurlinn Supervisor / ' ;, 4•S'S (and 7rain Collrclor) m i)A'I'I; Srpfir- • Pier; R ;illuCfufes 7/� �OV- No. v ✓ Fee $5 0 .0 0 THE COMMONWEALTH OF MASSACHUS TTS -� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0[pplitation for Dtgozal *p$tem Cotvgtrurtion Permit Application is hereby made for a Permit to Construct( )or Repair( x)an On-site Sewage Disposal System at: Location Address or Lot No. 43 Piney Point Dr Owner's Name,Address and Tel.No. / —7 6 8 5/ 2 8 3—9 3 8 Centerville, MA Paul & Susan Ingram, POBOX 494 Ipswich, MA 01938 Installer's Name,Address,and Tel.No, 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—8.31 1 WM E Robinson Sr Spt Sry C R Short, P 0 Box 1044 PO Box 1089 , Centerville, MA S Dennis, MA 02660 Type of Building: Dwelling No.of Bedrooms 4/5 Garbage Grinder(no) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil sand SE _,mimr, ENGIN �N IN WRITING ,�y�-r�TiON AN, STRsc Nature of Repairs or Alterations(Answer when applicable) WTI<► TE��LN•T i t 16 5 Septic according to the plans of C R Short , Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu d by this oar f Health. Sign Date T" Application Approved by Application Disapproved for the following reaso Permit No. Date Issued ———————————————————————————— ——— —————— JI , CO3 -jv No.` o Fee$5 0.0 0 ' THE COMMONWEALTH OF MASSACHUS TTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS ppYtLattoTl-for t!6 0$aY pgterrY C011$trUCttoIY Crmtl ; Application is hereby made for a Permit to Construct( )or Repair( X)an On-site Sewage Disposal System at: Location Address or Lot No. 43 Piney Point Dr Owner's Name,Address and Tel.No. -7 6 8.5/2 8 3-9 3 8 Centerville, MA Paul & Susan Ingram, POBOX 4.9'4 ' Ipswich, MA 01 3.8 Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—8 31 1 ` WM E Robinson .Sr Spt Sry C R Short, P 0 Box 1044 PO Box 1089, Centerville, MA S Dennis, MA 02660 Type of Building: Dwelling No.of Bedrooms 4/5 Garbage Grinder Po) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r f "' "" — !Q Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil sand J Nature of Repairs or Alterations(Answer when applicable) We will InstALl Tit]# 5 Septic according to the plans of C R Short (0 -813) . Date last inspected: �o _Agreement: �ji� ,�J The undersigned agrees to ensure the constrt�lion�nd maintena e tl�ie aforedesc8bed on-site sewage disposal system y in accordance with the provisions of Title 5 of the,Entvironmental Code and not to pl4ce the system in operation until a Certifi- cate of Compliance has been issued by this oar f Health. ' s Sig ti ` ay" Date(— Application Approved by / 'Application Disapproved for the following reasot6L— qq ,Permit No: Date Issued. TFfrtOMMONWEALTH OF MASSAC ETTS-7 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Ingram Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced(X )on 4 by Wm E Robinson Sr Spt Sry for as at 48 Piney- Point Dr, Centerville _ha e constructed in accordance with the provisions"of Title 5 and the for Disposal System Construction Permit No. ated Use of this system is conditioned on compliance with the provisions set forth belo : r Z 1 �. Fe 5G.00 Nb. THE COMMONWEALTH OF MASSACHUSETT\.�,, PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Ingram Mtg;po!6a[ *p,4tem Cow5tructton Permit Permission is hereby granted to to construct( )repair(xx)an On-site Sewage System located at 43 Piney Point Dr Centerville Installer: Wm E Robinson Sr Spt Sry and as,described in the above Application for Disposal System Construction Permit.The applicant recognizes his er duty to comply with Title 5 and the following local provisions or special conditions. ! C All construction must b com>1-ted within two years of the date below.• 1 Date: Approved by NaTICE: Thin ferny is to be-used for the repair of-failed septic systems only CERT—MCAT IGN OF`SK TCR.ALND`Al}P CA' QN FOR A DISMAL AL WORKS-CONSTRUCTION-PERMIT(WUHOUTDESIGNER-PLAINS) I,.Wffliam E Robinson, Sr. ,hereby certify-that the applim ion for disposal works cortstniction permit signed by me d 3^7 9 ,concerngg the property boated at . 43L Pined Paijj Cent+erQille�_NLk meets all of the&&wing criteria: _ * There arem.wethm&with L feetofttte,propos&-septie.-Vstem. yZ. � _. * Thereare: private-aaeUs.within 154 feetof the proposed septic.system. * Tht ohseved groundwater table is 1*feet or greater below-the bottom of the leaching facility. * Tyre is=aaiaerease-ie flow-andlor change in-usepreposed. 6 There-are-no variances requested-or-needed. y 12� SIGNED. �' `�-^`.`_ DATE LICENSER SEP`ITC SYSTEM IlVSTALLER1N THETQWN:O BARNSTABLE NUMBE�, 60 (Attu a sketch plan-of the proposed system. Also ifthe kcensed installer_proposes a cert*ation plot-plan,this-plan should be submitted). ��-: :� �6 /Z t �. . .. r TOWN OF BARNSTABLE �ftHE t0 OFFICE OF BOARD OF HEALTH NAXI 0o 039. 367 MAIN STREET HYANNIS, MASS.02601 i June 9, 1997 Craig R. Short, P.E. P. 0. Box 781 Dennis, MA 02638 Dear Mr. Short: You are granted multiple variances, on behalf of your client, Paul Ingram, to construct a replacement septic system at 43 Piney Point Drive, Centerville. The variances granted are as follows: A. Title 5, Section 15.211 (1) Distances: (a) From S.A.S to property line, a 10' variance. (b) From S.A.S to catch basin, a 2' variance. (c) From S.A.S to drainage easement, a I variance. (d) From septic tank to lot line, a 1' variance. (e) From septic tank to drainage easement, a 10' variance. (f) From pump chamber to drainage easement, a 10' variance. (g) From pump chamber to lot line, a 9' variance. B. Barnstable Board of Health Onsite Sewage Disposal Construction Regulation: (a) Section 1.13 distances: From S.A.S to watercourse, a 3' variance. (b) Section 1.14 application rate: 050 vs. 0.74 variance. (c) Section 1.18 effective width of trench; a 2.5' variance. (d) Section 1.2 calculation of application area variance. The variances are granted with one condition as follows: The designing engineer shall certify in writing to the Board that the system was installed in substantial compliance with the submitted plans. Y piney These variances are granted because the existing cesspool malfunctions repeatedly and is considered to be "failed". The installation of the proposed replacement system will therefore rectify the public health hazards associated'with a failed cesspool. mce lyRh alp Actin CBoardof Town of Barnstable RAM/bcs piney CRAIG Rs SHORT, P.E. PROFESSIONAL CIVIL ENGINEER, CUSTOM DESIGNER P.O. Box 781 Deanis,Massachusetts 02638 May 21, 1997 Telephone(508)385-6530 Fax(508)398-3063 Thomas McKeon Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: 43 Piney Point Drive Centerville, MA File # 1-813 Dear Mr. McKeon: On behalf of my client Paul Ingram I am requesting the following variances for a emergency repair (i.e., replacement) for the existing cesspool system at the referenced site: Title 5 Section 15.211 (1) Distances: 1. From SAS to property line, a 10' variance 2. From SAS to catch basin, a 2' variance 3. From SAS to drainage easement, a 11' variance 4. From septic tank to lot line, a 1' variance 5.. From septic. tank to drainage easement, a 10' variance 6. From pump chamber to drainage easement, a 10' variance 7. From pump chamber to lot line, a 9' variance. Barnstable BOH Regulations: 8. Section 1.13 distances: from SAS to water course, a 31variance 9. Section 1.14 a ation rate: from use of Town Application Rate 0.50 vs 0.74 10. Section 1.18 e ctive width of trench: a 2.5' variance 11. Section 1.2 calculation of application area required. These variances are necessary in order to replace the existing failed cesspool. As you can see from the plan, we have placed the system in the > front yard to maximize the distance for Long Pond. On 5/13/97 the Conservation Commission approved the proposed plan. Copy of ;their determination is attached. As you can see from the attached letter from Mr. Ingram, he has had to have frequent pumping, and therefore we request approval as soon as possible under the emergency provision. Very truly yours, CJ C Craig R. Short, P.E. cc: Paul Ingram File Aa� lb�,Ao-azc T !)'►ilk}' ),-;,c oLt"Y V� V ovl ly ruy;qp 122ft7 T-eeL l �7 � T-ed, f u l you )Uaa -OYLlcf se � 7� YOU, 310 CMR 10.99 Form 2 File No. D%-97037 4+ Barnstable om Cmonwealth • • Cityrrown : BARIISTSBLE, : In ram of Massachusetts >o V s ®�� - Applicant g ONAYk` April 28, 1997 Date Request Fled Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, §40 TOWN OF BARNSTABLE ORDINANCES, ARTICLE XXVII From Barnstable Conservation Commi Issuing Authority To Paul & Susan Inqram same (Name of person making request) (Name of property owner) P.O. Box 494 Address Ipswich, MA 01938 Address This determination is issued and delivered as follows: _1 by hand delivery to person making request on (date) X' byxagkieid mail, retDd6d}cr fl f c �. May 19, 1997 (date) Pursuant to the authority of G.L.c. 131, §40,the Barnstable Conservation ('ommi asi nn has considered your request for a Determination of Applicability and its supporting documentation, and has made the following determination (check whichever is applicable): Location: Street Address 43 Piney Point Dr. , Centerville 3 Map Number: 1, El The area described below, which includes all/part of the area described in your request, is an Area Subject to Protection Under the Act.Therefore, any removing,filling, dredging or altering of that area requires the filing of a Notice of Intent. 2. _ The work described below,which includes all/part of the work described in your request, is within an Area Subject to Protection Under the Act and will remove, fill, dredge or alter that area.There- fore, said work requires the filing of a Notice of Intent. Effective 11/10/89 2-1 3. C The work described below, which includes all/part of the work described in your request. is within the Buffer Zone as defined in the regulations, and will after an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice of Intent. This Determination Is negative: 1 . G The area described in your request is not an Area Subject to Protection Under the Act. 2. The work described in your request is within an Area Subject to Protection Under the Act, but will not remove, fill, dredge, or after that area.Therefore, said work does not require the filing of a Notice of Intent. 3. lJ The work described in' your request is within the Buffer Zone,as defined in the regulations. but will not alter an Area Subject to Protection Under the Act. Therefore. said work does not require the filino of a Notice of Intent. 4. 17 The area described in your request is Subject to Protection Under the Act, but since the work described therein meets the requirements for the following exemption.as specified in the Act and the regulations, no Notice of Intent is required: Issued by Barnstable Conservation Commission Signature(s) �2 LA, This Determination must be signed by a majority of the Conservation Commission. n`�4� On this 1 1 day of <<� 19 , before me personaliy appearec Sic, to me known to be the person described in, and who executed, tt4e foregoing Instrument, and acknowledged that he!she executed the same as his/ner free act rid deed. 1 , S,Er 1t�tY CONiP;lSSIO"f E:it'Ii�LS� d 7.27,20u2 Notary Public My commission expires This Determination does not relieve the applicant from complying with all other applicable federal.state or local statutes.Ordinances. by-laws or regulations.This Determination snail be valid for three years form the date of issuance. The applicant.the owner,any person aggrieved by this Determination.any owner of land spurting the land upon whiCn the proposed work is to be done.or any ten residents of the city or town in whicn such land is located,are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding Determination of Applicability,providing ins request is made by Certified mail or nano delivery to the Department.with the appropriate tiling fee and Fee Transmittal Form as provided in 310 CMR 10.03(7)within ten days from M date of issuance of this Determination.A copy of the request snail at the same time be sent by certified mail or nand delivery to the Conservation Commission and the applicant. 2-2A TOWN OF BARNSTABLE i 1H E la kv I OFFICE OF DsaslTaDL i BOARD OF HEALTH a mop M6 9• \jg' 367 MAIN STREET HYANNIS, MASS.02601 qq K4q June 9, 1997 Craig R. Short, P.E. P. O. Box 781 Dennis, MA 02638 Dear Mr. Short: You are granted multiple variances, on behalf of your client, Paul Ingram, to construct a replacement septic system at 43 Piney Point Drive, Centerville. The variances granted are as follows: A. Title 5, Section 15.211 (1) Distances: (a) From S.A.S to property line, a 10' variance. (b) From S.A.S to catch basin, a 2' variance. (c) From S.A.S to drainage easement, a I variance. (d) From septic tank to lot line, a 1' variance. (e) From septic tank to drainage easement, a 10' variance. (0 From pump chamber to drainage easement, a 10' variance. (g) From pump chamber to lot line, a 9' variance. B. Barnstable Board of Health Onsite Sewage Disposal Construction Regulation: (a) Section 1.13 distances: From S.A.S to watercourse, a 3' variance. (b) Section 1.14 application rate: 050 vs. 0.74 variance. (c) Section 1.18 effective width of trench; a 2.5' variance. (d) Section 1.2 calculation of application area variance. The variances are granted with one condition as follows: The designing engineer shall certify in writing to the Board that the system was installed in substantial compliance with the submitted plans. piney These variances are granted because the existing cesspool malfunctions repeatedly and is considered to be "failed". The installation of the proposed replacement system will therefore rectify the public health hazards associated with a failed cesspool. nice ly y s, alp u , Actin C Irma Boardo ealth Town of Barnstable RAM/bcs piney 12 No..... _..�..... (� Fx� .................... THE COMMONWEALTH OF MASSACHUSETTS --E®AFC® HEALTH . ----....... OF C .................... Appliration for Diaputial Workii Tonotrurtton Unmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ... .t= 12U.� : . .............................. -----:--------��------.... ...................... ..��.w.. Location• ress r Lo No. w ✓��� � , Z--------------------------- --------- 6 :�::.A i .......... a Installer Address Type of Building Size Lot............................Sq. feet ,vim Dwelling—No. of Bedrooms.....:......................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures --•--••••..-•••••......••-••..._......• - W Design Flow............................................gallons per person per day. Total daily flow.......:=..........................._.......gallons. a; Septic Tank—Liquid capacity............gallons Length................ jVidth................ Diameter................ Depth................ Disposal Trench—No.................+.... W PACP ....... Total leaching area....................sq. ft. Seepage Pit No..._ �CJ .�iamete ................. Total leaching area............_.....sq. ft. Z Other Distribution box ( ) Dosing tan Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per ' h Depth of Test Pit.................... Depth to ground water........................ a' ......................... ••• ••• ------- ---.......................................................................................... O Description of Soil.... U ......................•.... •• . •.............•••. ......--•-_..... �.........•-•-- w skt- -•-.........••................... x Nature of Repairs or Alterations—Answer when applicable------ (" .sLl_k. '..................... -•----•-•---------------•-----•---•-----------------•-•---------••---•---•--•-•--••-------....-•------•---.....-•••-••-•-••-----•-•--•-•------•----._....---•--•••••-•--•••......•-•-----.....--.--•-•- Agreement: ` The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of-Compliance has been issued b'y�the board of health. / 2.. < � D/1. Applic ttion Approved By.-°.-.... :. .�".r�# -- 7� Application Disapproved for the following reasons:..............................................°------------......--••-------•--------•••----•-•......--•-•----- ........................................................••--•---•-----••--•--•-•----.............-•--••--•••-••------•-------••-....•-•--••-•---------•••--•••-•--•••--•-••-----••--•-•••-••--•--•-..... Date PermitNo......................................................... Issued........................................................ Date *� !� W d.. try '_ �j�4� T•. et� T No.... �' j•--• } ` f '„;r FE ..................... THE COMMONWEALTH OF MASSACHUSETTS BOAR® HEALTH ..OF................ ..... !!.. .............................................. AV13 ira$inn for 151sposal Works Tnntrnr#inn amnia Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sys at: -- K � c .t .. _.... .................................................. ...... ..... Fes...... .. ...... .. �^ " Location•,Ajlress No. Ownqr 1 •� � Installer t Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) P4 Other—Type of Building ------_____-I- __.._.-___. No. of persons___........................ Showers ( ) — Cafeteria ( ) w Other fixtures .... ........................ Design Flow.........................................:..gallons per person per day. Total daily flow-_______--_....._.........._._........:.......gallons. Septic Tank—Liquid capacity............gallons Length................ Width__.____..._..... Diameter_..:..:____._... Depth................ x Disposal Trench—No----------. __._ ;Dosing anmv _. Total leaching area...........:.......sq. ft. Seepage Pit No....�,�C !?� Iamet t *1i'll, .__:________________ Total leaching area....._............sq. ft. Z Other Distribution box ( ) tan ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fs, Test Pit No. 2................minute4per 'n h �Depthf Test Pit.__.........._...... Depth to ground water....................___. -- --=-----------------••••••-•---••--•--•-••......--------•----- ODescription of Soil•• ----- - .....�.y« -- .•••. x -•---•-••-••---.--•------•-------------••--- V 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until.a. Certificate of Compliance has been iss d by the bo rd of health. Signe . .._ •-•; ..................... -•--- -----•-• ,�° Date Application Approved By."'`. ... : - - ' ' �.P�- -++ D e Application Disapproved for the following reasons:...............--------•--•---••-•••-••••••••••••-•••-••-•-•---•••••-• ........................................ ...........•----••-•.................................•-••-••-•--------•----•-••-•••-•--•----•--•••••---------••------•----.......-----•--•------•---•----........-----•-•----•---------•----._..._------ Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH-OF MASSACHUSETTS BOARD /OF HEALTH ...................O F..... Ttrfif iratr of To'Mplianrr TH,,IS , E T FY, That he Individual Sewage Disposal System constructed ( ) or Repaired ( ) by............ox,- ^_�'. ?'� .I------•--••-••-•----• -----------------•-•--- ..-•--•••......... ------•-•--.........-•------... ......-•-•--• ... Install at ... ass ---- has been installed in kccordance with the provisions of Article X of he State Sanitary,Co e a ,'describedin the ............. dated. "< application for Disposal Works Construction Permit No..______ _: s� ;1.0. -...... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT RE CONSTRUE® AS A GU RANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................. Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS ' BOARD HEALTH .... ....�`�' .. ..........OF....... ' t� .. s�1'.... No.... FEE.. din r strnrtinn Prrnti# Permission is hereby grante __ ......... to Constru ) ( ) an In ' aL„Se i s Sys + .� fj at No........iT t,drn 1 - Street as shown on the application f isposal Works Construction mit N _.. _ .... •' Dated___.. ...... /.'..... .............. t r a " V` ._..-/ o d of Healt DATE-----�. :............•- --%------- FORM 1255 HOBBS & WARREN. INC.. PUBF_ISHERS S • 11 ' A . .a a �— �.�,,....... r..�... ' ter.—.,..,....._e........�.... ...��....--�..� rry �wV 1 BENCHMARK , 4" SCHEDULE 40 PVC PIPE - TOP OF FOUNDATION 20 FT. MINIMUM - MIN. PITCH 1/8' PER FT. -CLEAN SAND SOIL TEST --- �- 2" '.AYER OF _ DATE OF SOIL TEST ELEV. - /CAO•'' 10 FT. MINIMUM 2" PRESSURE PIPE ELEV. 2S 1/8" TO 1/2' SOIL 'EST DONE BY C R. SHORT P.E. (ASSUMED) 150 PSI MINIMUM LEV. _ - WAS14ED STONE W TNESSED BY d.G 7 -�' VENT 10 CONCRETE X _' �_ 9 S,,r•ti' I t = ;�o.oc �, COVE / ,:___-- \ 4 �orR , �f3_�ERVATIn�, ��t.E 1 ELEV. _-- nBSER ATION EiOI_E 2 ELEv.= - T _ r ER(;OLATION RATE S - MIN. INCH AT G INCHES PERCOLATION RATE MIN. INCH AT INCHES / I ( i A�CF+n�� i ^Ef Tfl H0R2 TEXTURE_T_COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 1/AL vE - _ - - - - - -- i 7.S!C 4" CAST IRON PIPE ' `- x{ I /1" A I sn.�,� 4 No (OR EQUAL MINIMUM 2,p; - -- -- O - - -- - ---- -- PITCH 1/4� PER FT. -.; 'J, LEVEL �, - r /;�oj i G�� t oa 2.SY 6'JUMP 98.a9 "_ �J ELEV. _ �Y.-_ Goar-sr j n Edc�snNc: ELEV. _ - - - _ -� - 2 � -r C( I �_/c. - L- � 9a 0 I I I FLOW LINE �G 'G�rtAvEt 3A-If 6 H/GN C �pAC�7•w � 4r 7' �2.,fY - _._ -_ iv ZNF/LT.EsT TCJ.�_3 a as i ELEV. a 57'.St M°N. DISTRIBUTION E�0c3-�/ NFl r4•Sx3/,Sx�TRENCH FORMATION .5 WELL /►1/v1/29 GO" C, Is...,/� r.,� ?�� - ~ Ft qJ.0 a 3/8" DRILL - COME _ A iNv �2 !t 9�,8 '_` ?y BAFFLE 2 HOLE BOX SOIL ABSOPPTiOl1 I ��}, INDEX �, z_ ELEV. s 9` ELEV. m 9 BAFFLE v' TO BE WATER TESTED � � ADJI is T . 1 a SYS i EM (SAS) ErrsT CG I•o I 3/4" TO 1 1/2- i C 2 ECK �► I CH WASHED STONE VALVE ELEV 9/. 9,2 --- --- ---------- LI UID OUTLET (TO BE PLACED ON FIRM BASE) ---- -- -"-� ' USGS PROBABL:_ WATER TABLE ELEV. = 92• Sf i `,r M,N. GR�VCL O SL - - ---- - - 4 FE H TEEET 14 INCHES 1500 GALLO� 4,x ®n f G C O NC . OBSERVED WATER TABLE ( 2 /i8j�') ELE4'. = - 5 T 14 INCHES B0TT06+ O� TEST HOLE ELEV. _ _�/�__ r WATER ENCOUNTERED AT ELEV. PUMP 3�.oc,< cN FLAT WATER ENCOUNTERED AT e' 3" ELEV. y' 6 FEET 24 INCHES SEPTIC TANK PUMP CHAMBER CAL CULL\TIOI`�S 7 FAT 29 INCHES CHAMBER A M B E R $ FEET 34 INCHES H / o //�U ELEV. AT INVERT INLET y�'' / REQUIRED FLOW PER CYCj 25 x �'4-O = �'O GAL./CYCLE ELEV. AT ALARM ON VOLUME PER CYC;..E GAL./CYCLE / 7.48 GAL./CU. FT. = '4 71 CU. FT./CYCLE DESIGN CALCULATIONS ELEV. AT PUMP ON VOLUME OF WATER IN F PE 3.14 X 0.00F94 x _7C FT. - CU. FT. ELEV. AT PUMP OFF ` TOTAL MINIMUM VOLUME PER CYCLE ' CU. FT. - NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF INSIDE PUMP CHAMBER 7q . 2 DISCHARGE L!�JL CU. FT. / 34.67 CU. FT./FT. - ._`_�, FT. (1000 G.S.T.) GARBAGE DISPOSAL UNIT NOT TO SCALE BOTTOM OF OUTSIDE PUMP CHAMBER '3)- 92 STO AGE CAPACITY " GAL./DAY / 7.48 GAL./CU. FT. / � R7 CU. F T.jFT. = 70 FT. TOTAL ESTIMATED FLOW 1•70 REQUIRED _2•y2 PROVIDED LEGEND: ( /70 GAL./BR./DAY X 4 BR.) `� Q GAL./DAY REQUIRED SEPTIC TANK CAPACITY Q GAL. i P R 0 p 0 S L!r Z) SA-P T/ G. S YS T&,%-) 1 S T C 1?firIcL H C ff i} F^ r L ED .t Y.S rerM EXISTING SPOT ELEVATION 00,0 ACTUAL SIZE OF SEPTIC TANK GAL. __ { L-> F S E - f EXISTING CONTOUR SOIL CLASSIFICATION----00---- r^ - �l TO Tr/ i►�t �c ! /ti //NI[ , e-9 / Ake xTAMA,' AS <<S MIN./IN.FINAL SPOT ELEVATION v0. DESIGN PERCOLATION RATE ' j) 0 C T'R T-& y 7-/--1 N C I) v w s P y-T C 0A,/ / 7-/ O r He 3 - '-E FINAL CONTOUR----- 0 EFFLUENT LOADING RATE •7.4 GAL./DAY/S.F. PE Q T h'IT S/2/' 9,S- /D AP /RE v'/J;d B , SOIL TEST LOCATION LEACHING AREA 14. r"r,3/.5;, I (,e A .S ` S9 •7S-SO. FT. i UTILITY POLE -4 _ TOWN WATER LEACHING CAPACITY (AREA X RATE) `�`�'/ GAL./DAY CATCH BASIN (®) �,� ys ,74/ �; GAS LINE --G'---- RESERVE LEACHING CAPACITY ',� GAL./DAY &C rr cW S. 2 i/ ��) D ; r-A i`J 0-1 E S: I s a 14 3 U r= r o n7 5,9,5 L o v>'''� r, L..f n e /a Q ` / c j a ` e 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF 3 f9/2n/,f no C-E RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. C1 Fr O r-1 jf);1 to �C j. L,? + 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO Z WITHIN 6" OF FINISHED GRADE. I f- Fro SR S Z o D i o,r F . 3 r r .:t /� ✓C, ✓ ,o n c c 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF �J WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN v y 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 10 T F r c-, -J e p c l c 1 o L o 7 iL , ­ e c.r-1 C e USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREA. `✓ �-=-- -� 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. _TA G L) /s H - S Nr-\ N /fir o •n $ �� t/ c -a n h' L c Dr17,n. ��Jd ,� f� O ✓a r c C 5. IJO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WIT}+ I d / O ^ /�'., t r ' •� ���%G LLoL_ 3ir _Vrii io �'d YVNER / AY'f'Lk'At4 i,� i V ��� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. g '� Cf r5 .. r ri.nc ,o... rr' eS@. '�7 /© ✓ • . <.\ �} � o�� F /� �-- � 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS I V \ PRIOR TO COMMENCING WORK ON SITE. f aA� \ / r r �.�• Pu.., G A, a�►+.�c- L b L a T L, �, c - r`r 9 ✓L i- i c..ri c@ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. I ' 8. PARCEL IS IN FLOOD ZONE C CIL 45 J, 3 to r 9. LOT IS SHOWN ON ASSESSORS MAP _2 Z *"® AS PARCEL ©0 -� 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. I 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE ASPHALT COATED AND HAVE 6 ML. POLY ATTACHED. q9' 70 W/�! F ,CF Tz IV,,: ram?.a �, .�� r/ 2E �J -1T /v rJS : 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR I o A MINIMUM OF 5 AROUND LEACHING FACILITY AND BE REPLACED WITH T cv#s 3 D / 3 7',9 It/ C L'r 5 : 1'4 0- MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). T I /•\ / Q Y, r S It O �. ..f C. L_'c r L'c v r_f c /t ✓' .,- C. e. '_ Lr '! 4 e.0 C // (DS 4 �pPlrcat )4c !L•� Y r A. JC CESsPG0L, MCP.) '-o ,��` - -jr-+FJED // 'IC•S � �' I? � j � r•o.►� .�J Q •f` Tow.i fi�j �r c a � r c3 r iZ.� L t, v.SO ✓.', wD 74 1 / Sy , O�G � 6 7' Oh/ / - /8 E;f ccL . fe r\� dth d ?""rc.;�h A 2,.1 ,ia . o o; loti ! S�cT; a�.l ;, z : a/Cv%4tran o+ H�,o , 6� c,r H­ra C� 4v� red APPROVED : BOARD OF HEALTH /of I o�' t o C k e iC7 t )3 A S/A/ a '1Ot ---- -- -- --- 2 f 4' - Z - DATE AGENT d �s -- -- --- -- F ROPOSED SEPTIC DESIGN FOR ; A �J L {f �J CJ ?/ V ! Y V�•1�J� PROJECT LOCATION - _ off T<1NK oaf w, - - --- -- --- - -- -_r4, n r 34 ,2kFTT \� I ^�j sr CRAIG R. SHORT PROFESSIONAL I C 0; p 2 e 8 pq r< 4 p PROFESSIONAL ENGINEERP. 0. BOX 781 A �385-6530 _ DENNIS, MASS_ - 02638 ,.k pI�p r- F'c�t../G _'` ,4a.� �� 5/ PJ k/E/ Po rN7' DR • DATE _..--------- (SCALE - -- 20 ' - �bAP ZZ� p�R f?/y"z ��i� Ri,, ' E ( �P RE'ASED ------ N0-. - ------- _- REVISED LOCATION MAP --- - ---- SHEET ! OF01996 I --- -- --- -- ---- - - -- -- - - - --- - -- ----- - -- - P.E. ----- ---- -- --