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HomeMy WebLinkAbout0261 SANDY NECK - Health W . box n / 1 i 717 \` i I I I i i I � TOWN OF BARNSTABLE LOCATION SEWAGE #9 VILL 6E MS �. ASSESSOR'S MAP & LOT49-1-2,11�3 CV7 INSTALLER'S NAME PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) U-AACA-QA3i-� (size) Y y NO. OF BEDROOMS RIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: 3 -9L5, VARIANCE GRANTED: Yes ✓ No aq B= aw r =cXo P 64 o -7 1 r lan......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE App iration for Di-lipwial Wor1w Towitrnr#iun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .............................. 1__........................................................... � Location-Address or Lot No. P -----•---•------------------------- --- �� Owner Address I LJ,/ j20) 9e.V1V................................................ .................................................................................................. Installer Address 4Ckc- S UType of Building Size Lot......4'-_O7............ feet Dwelling— No. of Bedrooms........... .. ..•_-___--_-_-_____---..-.--Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building No. of persons------- .................. Showers (L) Cafeteria ( ) dOther fixtures ...._.. --Y/)Q----------------------------------------------------------- ------------------------------ --------------•--____-•---- W Design Flow_._ s, _____________gallons per person per day. Total daily flow_.._Ad �- 3 -------------gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width---------------- Diameter---------- ..... Depth................ x Disposal Trench—No. .................... Width-------------....... Total Length.................... 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 Results Performed by--------- --------- ...................................................... Date........................................ Test Pit No. I----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ LT, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 --------------------------- < i4e, ��1111_1 -----Descriptiq of Soil_-- f ! � - ------------- w x ------------------------------------------------•-------------...---------------......_..•--•--•--------------------------------•-------------------•-------•----------•-------•-•----•---------•------- 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 TITLE 5 of the State Envital Code—The undersigned further agrees not to place the system in operation until a Certificate of Co 6p�lliaancc_- sbeen ued by t board of health. Signed .. .. ....... .... ...... ........... ......... ... .------------------------------------- Dace ApplicationApproved By ........... . ......... ....«1.�.. - ......... ..................................................... ... ........J.l ..- .1.----7 / Dace / Application Disapproved for t e following reasons: ----- ..................................................... ....... ............... ....re............. ... . ... ...................... .. ...... ....................._......... . .. . . ............................................... -- .......... -- .................. Permit No. .. -Ty -'�2..�� ----------------------------- Issued ........................................................ Date...... Dace 3 0 O© -7 �.. .. T 9 THE COMMONWEALTH OF MASSACHUSETTS f' BOARD OF HEALTH / ``-- TOWN OF BARNSTABLE AVV ira iott for Mvi-patittl lVnr1w Tow;trArtip-trrrmit Application is hereby made for a Permit to Construct ( ) or/Repair t( )_an In a gdividual,-Sewa -Dis osal r 1 P System at: ---------- ----- -------- Location-Address t or Lot'No. o' .:...........i %D_it,� /l�_11,9n% �l/1g��..Z� J.�/�_. 7. Q �3n�a .`� �. �/v 20772 ------------------ ---•----------------..-..----- .•.•-. Owner J 1 ��Address � 9 , ---------•-----------------------------•--....._ ......................... -- ---- �•.......=-------••--•--------•................... Installer Address A`-e's UType of Building Size'Lot_____1.:Q7............Sq. feet Dwelling— No. of Bedrooms.___.__..._ ----------------------------Expansion Attic Garbage Grinder ( ) pa., Other—Type of Building 124i)) lA,L No. of persons-------4.................. Showers (2-) — Cafeteria ( ) PLO Other fixtures _________________-_//P. _ _-_ d W Design Flow..AsT e2 v,tsg 1.............gallons per person per day. Total daily flow.._A.S?P111_r_Pk A1._...........gallons. WSeptic Tank—Liquid capacity_______---.gallons Length---------------- Width---------------- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------_--_---- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date....................................... Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water..................... fXq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_.__._.�n.J._.........._... W ............................-...--..----•...--......�----............. 4........._,._.................. A^ G!................ D Descriptio of Soil... ..f1 d&. �d.... C�? C._.,! �' .._ �: ---- f V >,/r /<l•r���� ,�i �..�s ue' l/�9� � /_ .......��''/r,�_�-� � ......--•-•-...... .......... .................. r (sa .. UNature of Repairs or Alterations—Answer when applicable................................................................................................ Agreement: , The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Envir mental Code —The undersigned further agrees not to place the system in operation until a Certificate of Co plianP, as been issues ed by` Ire board of health. Signed ��.� ,.------ ~ Dare Application Approved By ........ - ......._........................... - /._c -- --...�>'-C� � .. , Application Disapproved for the following reasons: ................................ . .. .............. .. . . -- ........................... --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ..................-- . .... . Permit No. .....�f. /..-' .V- ------------- ----- ---- Issued ---------------- -----------------.... Dare ------------------------------------------- ------------------------------- r THE COMMONWEALTH OF MASSACHUSE17S BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (]�) by r 1�c�` .._.....� � -Gam------------.._----------- ----------------------------- ---------------------------------------------- ------------------------------------ ..-------- -^� Installer has been installed in accordance �v th the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ... .y......./ 61--57----- dated --------------------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE'THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE _...[�. .. ..:. .` ... .... - - Inspector ------- _....... u •- Y THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No.�y.':�.;`1.�.•.� FEE---..�d d........ Elisliosal Workii Tutmtrudiott rrmit Permission is hereby granted.------... --------T��._.. c''' `------------------------------------------- ...................................... at No.........r��-7--7------ �� ^L �-,--.........Disposal System to Construct ( ) or Repair an Individual In�i�l Sewage Di�����_-�`,.r�ll----------------------------------------------------------- U Street �j as shown on the application for Disposal Works Construction,,P rmit No.?T-_.6,Y� Dated........................................... - Board of Health DATE.-----....1. / ......_,./.. ...... �'/ ,� FORM 3e5oa HOBBS a4 WARREN.INC..PUBLISHERS `Bott-1 T tuber: 739801 Date: 05/22/95 BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT �+ SUPERIOR COURT HOUSE V �l BARNSTABLE, MASSACHUSETTS 02630 htA 55 PHONE: 362-2511 LAB 337 Client: LYONS, JACK Collector: JOHN E FIELDS Mailing TRAIL #5 Affiliation: GEN CONTRACTOR Address : BARNSTABLE MA 02668 Type of Supply: Telephone: 362-6042 Well Depth: Sample Location: SANDY NECK Date of Collection: 05/16/95 Town: BARNSTABLE Date of Analysis : 05/16/95 PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 mL 0 0 pH 6 . 1 Conductivity (micromhos/cm) 215 500 Iron (ppm) 0 .2 0 . 3 Nitrate-Nitrogen (ppm) 1 .6 10.0 Sodium (ppm) 31 20 .0 Copper (ppm) 0 . 2 1 . 3 BASED ON THE ANALYSES PERFORMED, THE FOLLOWING ADVISORIES ARE GIVEN: j * Based on the results of the parameters tested, the water is suitable for drinking but has high levels of sodium. Persons on a low sodium ,diet should consult their doctor. Thomas F. tourne, Laboratory Director Bottle Number: B60C Date : 10/28/93 BA z .= BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE y BARNSTABLE, MASSACHUSETTS 02630 A 5 S PHONE:362-2511 LAS 337 Client: LYONS, JACK Collector: NORMAN HAYES Mailing JACK LYONS Affiliation: WELL DRILLER Address : C/O FOREST&ENVIRONMENTAL WEST BARNSTABLE MA 02668 Type of Supply: Private Well Telephone: 617-659-7981 Well Depth: 6 FT Sample Location: TRAIL#5 SANDY NECK Date of Collection: 10/25/93 Town: BARNSTABLE Date of Analysis: 10/25/93 PARAMETER SAMPLE RESULT RECOMMENDED LIMITS ------------------------------------------------------------------------------ - -------------------------------------------------------------------------------- Total Coliform Bacteria/100mL 5 (TNTC) 0 pH 6.6 Conductivity (micromhos/cm) 100 500 Iron (ppm) 2.6 0.3 Nitrate-Nitrogen (ppm) 0.6 10.0 Sodium (ppm) 29 20 .0 Copper (ppm) < 0.1 1 .3 BASED ON THE ANALYSES PERFORMED, THE FOLLOWING ADVISORIES ARE GIVEN: * This water sample exceeds the recommended maximum contamination level for drinking water due to High Bacteria. * Water may present aesthetic problems (taste,odor, staining) due to iron. * Water has high levels of sodium. Persons on a low sodium diet should consult their doctor. Remarks: RESULTS ONLY. (NOT DRINKING WATER) �L l Thomas F. Bourne, Laboratory Director GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: Lyons #1 Lab ID: 6236-01 Project: Lyons/40475-00 Batch ID: VG2-0255-W Client: BSC Group Sampled: 10-25-93 Cont/Prsv: 40mL VOA Vial/NaHSO4 Cool Received: 10-25-93 Matrix: Aqueous Analyzed: 10-28-93 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 5 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropene BRL 1 Bromodichloromethane BRL 1 2-Chloroethyyl Vinyl Ether BRL 5 cis-1,3-Dichloropropene BRL 1 Toluene BRL 1 trans-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 meta-and para-Xylene * BRL 1 ortho-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 31 103 % 87 - 113 % 1,2-Dichloroethane-d4 30 29 98 % 83 - 117 % BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). GROUNDWATER ANALYTICAL QUALITY ASSURANCE Laboratory Control Sample Recovery Category: EPA Methods 601 and 602 Batch ID: VG2-0255-WL Matrix: Aqueous Units: ug/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS 1,1 Dichloroethene 50 47 94 % 61-145 Benzene 50 51 102 % 76-127 Trichloroethene 50 50 99 % 71-120 Toluene 50 52 104 % 76-125 Chlorobenzene 50 53 105 % 75-130 All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. GROUNDWATER ANALYTICAL QUALITY ASSURANCE Method Blank Category: EPA Methods 601 and 602 Batch ID: VG2-0255-WB1 Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 5 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 Methyl tert-Butyl Ether * BRL 5 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethyl Vinyl Ether BRL 5 cis-1,3-Dichloropropene BRL 1 Toluene BRL 1 trans-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL, 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 meta-and pars-Xylene * BRL 1 ortho-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 32 106 % 87 - 113 % 1,2-Dichloroethane-d4 30 30 100 % 83 - 117 % BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). f GROUNDWATER ANALYTICAL QUALITY ASSURANCE State Certification CONNECTICUT Certificate Number Department of Health Services PH-0586 Potable Water, Wastewater/Trade Waste, Sewage/Effluent, and Soil: Purgeable Halocarbons, Purgeable Aromatics, Pesticides, Phenols, Oil and Grease, Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium-T, Chromium-VI, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Mercury, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Tin, Vanadium, Zinc, Cyanide, TDS, Ammonia, TKN, Nitrate, Ortho-Phosphate, Alkalinity, Hardness, Chloride, Fluoride, pH, Conductivity MAINE Certificate Number Department of Human Services N/A Reciprocal certification in accordance with Massachusetts certification for drinking water parameters. MASSACHUSETTS Certificate Number Department of Environmental Protection MA103 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate-N, Nitrite-N, Fluoride, Cyanide, Calcium, Total Alkalinity, Total Dissolved Solids, pH, Langelier Index, Trihalomethanes, Volatile Organic Compounds, 1,2-Dibromoethane, 1,2-Dibromo-3-chloropropane. Non-Potable Water: Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium, Cobalt, Copper, Iron, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Silver, Strontium, Thallium, Titanium, Vanadium, Zinc, pH, Specific Conductivity, Total Dissolved Solids, Total Hardness, Calcium, Magnesium, Sodium, Potassium, Total Alkalinity, Chloride, Fluoride, Ammonia-N, Nitrate-N, Kjeldahl-N, Orthophosphate, Total Cyanide, Oil and Grease, Total Phenolics, Volatile Halocarbons, Volatile Aromatics, Chlordane, Aldrin, Dieldrin, ODD, DDE, DDT, Heptachlor, Heptachlor Epoxide, Polychlorinated Biphenyls (Water), Polychlorinated Biphenyls (Oil). MICHIGAN Certificate Number Department of Public Health N/A Drinking Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Cyanide, Fluoride, Lead, Mercury, Nickel, Nitrate, Nitrite, Selenium, Silver, Sodium, Sulfate, Thallium, Total Trihalomethanes, Regulated and Unregulated Volatile Organic Chemicals. NEW HAMPSHIRE Certificate Number Department of Environmental Services 202791-A/B Drinking Water: Lead, Selenium, Silver, Thallium, Trihalomethanes, Volatile Organics, Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Mercury, Nickel, Fluoride, Total Filterable Residue, Calcium, Alkalinity, pH, Corrosivity, Total Cyanide, Vinyl Chloride, DBCP and EDB. Wastewater: Arsenic, Beryllium, Cadmium, Cobalt, Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, pH, Total Hardness, Calcium, Sodium, Potassium, Total ' Alkalinity, Chloride, Fluoride, Nitrate-N, TKN, Orthophospates, Total Phenolics, Oil & Grease, PCBs in Oil, Pesticides, Volatile Organics, Titanium, Total Cyanide, PCBs in Water. RHODE ISLAND -Certificate Number Department of Health A54 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate, Nitrite, Fluoride, Turbidity, Chlorine, Total Filterable Solids, Calcium, pH, Alkalinity, Sodium, Corrosivity, Sulfate, Cyanide, Trihalomethanes, Chlorinated Hydrocarbon Pesticides, PCBs, Herbicides, Volatile Organic Compounds (EPA 524.2 and 504) and PAHs. Non-potable and Waste Waters: Aluminum, Arsenic, Beryllium, Cadmium, Cobalt, Chromium, Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Vanadium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, Titanium, pH, Conductance, TDS, Hardness, Calcium, Magnesium, Sodium, Potassium, Alkalinity, Chloride, Fluoride, Sulfate, Ammonia, Nitrate, Orthophosphate, TKN, Total Phosphorous, Cyanide, Non-filterable solids, Oil and Grease, Total Phenolics, Chlorine, PCBs in Water, PCBs in Oil, Chlorinated Hydrocarbon Pesticides, Volatile Halocarbons, Volatile Aromatics, Acid Extractables and Base/Neutral Extractables. GROUNDWATER Groundwater Analytical, Inc. 228 Main Street ANALYTICALBuzzards Bay, MA 02532 Telephone(508)759-4441 FAX(508)759-4475 November 9, 1993 NOV 1 01993 CSC-NQRWELL, INCH Mr. Norman W. Hayes ,. , The BSC Group 293 Washington Street Norwell , MA 02061 Dear Norman: Enclosed is the Volatile Organic Analysis performed for the Lyons project, number 40475-00, sampled on 10-25-93. This project was processed for Standard Two Week turnaround. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical , and a statement of our state certifications are contained within the report. This letter authorizes the release of the analytical results and should be considered a part of this report. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford Vice President JRNcac Enclosures ofTHE To TOWN OF BARNSTABLE a�P OFFICE OF " AMIL BOARD OF HEALTH , Mq,Q riva i639 Ito Mir 367 MAIN STREET HYANNIS,MASS.02601 March 7, 1994 David Crispin, P.E. BSC Group 293 Washington Street Norwell, MA 02061 RE: A=303.007 _ . Dear Mr. Crispin: You are granted variances, on behalf of your ' client, Jack Lyons, to construct an onsite sewage disposal system at the end of Trail 5 on Sandy Neck, with the following conditions: ( 1) Prior to obtaining a Disposal Works Construction Permit, the well water shall be tested for all the parameters required by the Board of Health Private Well Protection Regulation dated June 1, 1989. (2) The septic - system shall be installed in strict accordance with the submitted plan dated revised November 8, 1993. (3) The proposed leaching chambers, manufactured by Infiltrator Systems Inc. , shall be installed in strict accordance with the conditions listed in the letter from the Massachusetts Department of Environmental Protection dated July 27, 1993 addressed to Stephen Dix (copy attached) . Condition #3 states that the chambers must be installed by a trained installer who is certified by Infiltrator Systems Inc. Acopy of the infiltrator certification shall be submitted to the Health Department by the Installer prior to obtaining a permit. The installer also must be licensed by the Board of Health. (4) The dwelling shall ' contain no more than 3 bedrooms. Dens, study rooms, sitting rooms, and similar rooms are considered as bedrooms according to the State DEP. The architectural plans dated February 18, 1994 shall be revised to show no more than three (3) bedrooms. The revised floor plans crievin f deed recording shall be submitted to the board of Health prior to obtaining any building permits. The variances are granted because the existing system consists of a single cesspool which may be sitting in the groundwater table. Thus, the replacement system may alleviate a source of pollution to the marsh. Sincerely yours, oseph C. Snow, M.D. Acting Chairman Board of Health Town of Barnstable cc:, Jack Lyons Norman Hayes Robert Gatewood JCS/bcs 4 p :. ; g .+do�t rrs''• t r ' y'E s i7 •7... Y#� j ".•(�• mot' ..- -*P�-�.` aN+,x��,"-}:. •; .?- yYt..„y`�tie -tF. �ti�r$,w�.� �x°w" K 4- ,. ti SOIL TEST PIT DAT a ndp1c. ATE9 INC K.ATf5 1]I MIM.TO ' , t.�r-- _�-- SL[D[IAIL OM 'N PERK )SSE RYE O =' ll -- - o - -T LEACHING TRENCH DETAIL: STANDARD INFILTRATOR 'f9 ORr)jWC) AIE a - � � I; I Ls tj NOT TO SCALE , LET _ _ } ' �--- r- - L II - 8-g3 ST ONE TONE AT E �- - 1 I>ur � ,C11,4 1 T. WELL T P T P T P T _ - - - +-- i.� I ----SEE DLIAIL M>I FINISHED GRADE.- LEAC H I N L AREA PER Q.O.H. D IL, ( t �� _ - I /�C'A` �o T �� 'rr41s` --1alr--� - / / _ STAFF R EC D M M EN DAT I O!d. GRD Et 1, •5 GNP) El GIRD E .. GIRD E �- /� G�• 4 I[1.O G W E L �1 1♦ E �j•• F I ,1 I _ ll 1 l - I u ;J G ° " p p ° ° p u pp-'6oY Q �l 1 1 S i YI !o''a.d c , C 4" PVC - - - - - - IL.S j 5.;' 12 EFFECTIVE DEP T r,15.5 -- I --- --- --- - (oN s EEt N•z) 35• 14.5 MEDIUM -- I i ILL� I _ -_-_ -_-- -t __-_- f 37.5 _ L• INFI;,TRATORS LONG) BOTTOM LEVEL_ (SAND) CoA R S E -- - I - -- - -� _ -� MEASURE SLOPE AT THIS POINT. PROFILE_ N c N rE ;F +YA •E t3.s r_ LEA N _�- FLAN vi[_w h N ME 'N DIST- 150 x SLOPE. 4�- - I Z _-__ � a. . .•, LOAM do SEED SAND 19iR / l.b=. .1 H..``E a. .. ati tyA, y 6�N - 2% MIN WISH GRADE WE N DO NOT SOLE FI, ,IEw L�T to s I ADSUSTED WATER TAEsLE EL. = 10.0 1000 GALLON - SEPTIC TANK ( PLAST ►C.) x ___ r- ;; �' N F Mt NT ,T•S - BSERV F D WATER EL_. = 4.4 Y� SUSPENDED r t ---- _ 4" PVC (PERF) �. c E nORWESCH FULL LENGTH. � .� uF �aF wN wt ///��J/��/, i ��%//�� //,�/% /// '10 STONE R EL)U I R E L� HAND NORI N G/ MINNETONKA DIVISION ` ` \/ \ / A R�U N D S`I S TE Nl. Mau ITp RINL, 4365 Sterner Street � `,� L a •. ti • •c • • ti :: *1ELL St. Bonifacius, MN 55375 (612) 446-1945 . ti CROSS-SECTION 1A I L / WELL / 4 - I1. 93 (FR H) 0 / I / /�% / / / wROL0560 _ r"� ! �_ l _ � \V NON P e LE / / / REPLACE , .42 ALL SUBS OTHER TE T N THIN LIMIT OF EXCAVATION ���� ' - �' %' / � / RAILF�UAu TIE:J & RAILS. I / / X. N ExIST. 4 ' INVEK AT B3 ,,IL )IN ., 1l, ' THE 6SC GRouP \ N� // / / WITNt �.. / �/ N6 / / \ WELL f 4 ' INVERT AT iE P ' .I TANK (Ir 1L.22 MPERVI� ONS(1 1 Z5' ��c�JNy . T E � ' I T ANK(c)ut? IS . ato EPLACE WITH CLEAN N WASHED \ C / 4' IN AT . PEW, RAT[ \ ' •.. MIN IN / \ OR ER J� 4" tNVERT AT DIET. BOY. ( iR� 15 LO� MATERIAL LNG RCOLATION 4'' tNVERT Al D15T. BOX RATE OF LE 2 MINUTES ')00 �� \ / /l�/ / PER BE AND ER i_1 ��, T JIVi �\ a' / / / ` - �� o \ INVERT S A ' t, E A �, HIN" AGILI ' / �` \ / f / '� 3 N EXISTING THEDRAWUTILITIES NGS WHERE APPROXIMATE. MATE. \ \ ✓ 4' INV E R I A T BEGINNIN � W / I THE CONTRACTOR SHALL BE RESPON- VE F1rr� , NL A � Vr•' M S L MQ z - � I ( � i (/ of LEACHING Tkf �Vl`N IS.�4O IBLE FOR PROPERLY. LOCATING AND LL / \j PERMANENT i I i COORDINATING THE PROPOSED CON- BENCH MARK U,.)E_() TBM TOP OF STAKE SET O Z / I I I 1 � PKDIJIDE F I MANE tNU (vim � iNVERT AT END STRUCTION ACTIVITY WITH DIG-SAFE ELEV. = I I.SSI z �h META NON - ppTAt3Lt 1>• 21) AND THE APPLICABLE UTILITY I I I % OF LEACHING TRENCH 3 ,� TBM EL = 17.55 MSL I ' I �\ / WELL 1S WATER'I �V � I COMPANY AND MAINTAINING THE 3 - TOP STAKE SET 1I �-� _ --- ELEVATION AT BOT TOM EXISTING UTILITY SYSTEM IN SERVICE. \ a I I II `\ �� I OF LEACHING TREN T+ 1'4 �C DIG- SAFE `_;HALL BE NOTIFIED PER I C l Q I THE STATE OF MASSACHUSETTS PROFIL- E_ "J,)T ` I I J �9ti 7- , DESIGN GROUNDWATER U ---- STATUE CHAPTER 82, SECTION 409 I \\ \ E L E v A T 1(lN 10.0 t AT TEL I 800 322-4844 THE NORTH DIKE r I ENGINEER DOES NOT GUARANTEE GARAGE THEIR ACCURACY OR THAT ALL NON PCTAaLE UTILITIES AND SUBSURFACE STRUCTURES \� _ WELL POINT � �, Co ARE SHOWN. LOCATIONS AND Iu'� \ 12 W/ PUMP I� Lo ELEVATIONS OF UNDERGROUND UTILITIES Y � � �� --v TAKEN FROM RECORD PLANS THE VCONTRACTOR SHALL VERIFY SIZE, LOCATION AND PNVERTS OF UTILITIES ti -I.St I("•S= _ \ �' -_____-._.. _- ________.. AND STRUCTURES AS REQ4jiRED PRIOR ! III I \ TO THE START OF CONSTRUCTION. I-1.o BOTTOM OF SLOP �. I o l ( ' � \ \► z/ \ - ��, - t, / ; ', DESIGN CRITERIA, f A: MIN / \ �10 1. a PVc. -It \ _ WINDMILL C) �,p,LLDN SEPT 1 C TANS D 3 1 3 O DESIGN FLOW t�•4Z IS.8t. T I /A v _ _ IOD T i BEDROOMS AT _l-O G P B /D 3 G_P.D. U� 6,1 ( � I L \ '• \ \ - LOCATION OF-Exl ST I r1C� � N / l- <<.so IS•Zo \- \ / �- i � \�� .._` -- -�" - \ CESSPOOL 3 OLTLET -- t 1ST. BOX �Z.SL.F. r 14°ZO - I000 WFILTRAT�R •r 3 \ ti 9UT EL.= 11.5 (SIDE B`I SIDE) ,M'.. n r \ \ J / \ \ \ P ASTiC _ - Tht' Et5( lllln,p \ / �� ,EF;, c.N� loot / � M)N ,.-NEW ADDIT10P1 \ ERVLE_- 11.� `°•�_a., mw 101 (SLABa - REQUIRED SEPTIC TANK RES \ \ \ \ PIT 330 x 150 % 4qS GAL. J � 4 \� \ \ \\ \ ) �� \ 18" PITCH PINE I SEPTIC TANK PROVIDED = 1000 GAL �� ;�Q \ ,?, / ///, � : \ �\ (DEAD) (TITLE 5) POST \ '� EDROOM' 1 c� \ \ \d� s / j� / 8L. SLJ'+g 3 BW/F� Z J I : I ✓ I SIZE OF LEACHING FACILITY REQUIRED 2 .3 WASHINr3TL- N ST, LLIN -' f DES$GN PIE RC RATE 2 MNJNCH N0R44ELI_� Mf\ I \ \ \ \� \ - � � / ••.�I M T ////// � � III \ � � ozoc. I ,• I II \ NIF DAN I EL F. � �\ \ \ \ \ \ \ - QROP TJRpTUtzS ( 4 Rows) \ / cpv rn 00 �. co i 18" P ITCH PINE \ \ \ SIZE OF LEACHNG FACLFTY PROVIDED PROJECT TITLE S _'�L1\IAN TRUSTEE \X\�-� \ \ \ \ 12' wt�E x 3"1 5 LONG \ I I cv (DEAD) - # 4 i,Cpy,:� CF INFiLTRATuRS 3-1.5' LONy 24 ItvFILTR/1 -:�._5 � _ SEWAGE DISPOSAL f"1AP 303 LDT I \ >> \ \ `�\ �, \n� -.. \ \ I� 'ti I l l � / J I I 1 I � � �• \ � - --- - \ LEAC H I N� AREA _ .44 (o S . F. SYSTEM DESIGN 330 / 446 = 0 �4 CAL./SF / REPAIR / � \ / j CONFORMS W/ LOCAL BEGS. I . t4 � 5T: / / / �^ / // / \ TRAI L NO . S SAND`I NECK .............. ... DISTRIBUTION BOX DETAIL. � � 5 ��=�-= FEMA FLOOD PLAIN = \ \ \ �\ y \ � \ �� / \ LOCUS PLf�N NOT TO SCALE ( LONE A- 3, EL. 11 ) - \ , \ \\ �- - 16 BARNSTABLE� MA NO. OF OUTLETS: a \ \ 15 k�� \ \ \ \ / 1 c o D TOWN ASSESSORS MAP 303 G E OF SALT MARSH - \ \ \\ \ \ / 1 - PARCEL 1 NOTES- -_ --�'� - -- F- -�- --- I. DIST. BOX TO WITHSTAND H-10 LOADING - _ \ \ \ 14 - �\`��FA,�e \` / / ; A N Y 1 UNLESS UNDER PAVEMENT, DRIVES OR Y 1 PRECAST TRAVELED WAYS WHEREIN H-20 LOADING / Q\\ 13 1 4 -� o 15%Zr I GIST I SHALL APPLY. % _ 1 ` \� \ <LJ$ ' I ( r 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF 2 \\ \� / _ _ I BOX I INLET PIPE EXCEEDS 0.08 FT./FT. OR IN \ 1/\� - i - -- \'\ \ O SOUTH DIKE - �v -. _ . l - ?AC K K. LIONS o ` - \ X\ '�'1Z5 VJ`t MAN WAY i I PUMPED SYSTEM. TBM EL=17.84 MSL ' _ `� '^ L--- --- J 3. FIRST TWO FEET OF PIPE OUT OF DIST TOP STAKE SET - Ff6 BOX TO BE LAID LEVEL. �\ - =YI>1� UPPER MARLBORO ) MD PLAN VIEW 4. RECOMMENDED MANUFACTURER-ROTONDO \ -� e� REMOVEABLE-, \� �` 1� _ Z011 ll.. COVER OR APPROVED EQUAL. WOOD PIER --L-2 / \ \ r -,�� s� d .. L� - SEPTEMBER LR, 19g3 PROVIDE -, • �� \ r \ \ WATERTIGHT r \ ` \ \ \ \ = ;= a"� g•� OI`v1G. C JOINTS(tYD) .1 I• •I •I' ` - _ `. \ ) CO D. CRISPI N J1r SEE NOTC : i ► 1 I ' OFl� HEM h R . B. CHAPMAN "N. HAIES =�LIE1 4„ouTLET 1 `'' t. c:AyOj in R. L'N. 1 D. L . 8 , ; � �iNLET �� z� I F� �u� clz►SPIN PLAN VIEW \ \ \�CNIL . \\ = _ _ �Q 5ALT PAN I No.32112 SCALE: 1" 20E \ \ \ \ \ \ � �-.. _ ,� -r -r " : _ � r . . ` IEL: N. HA`IES -EALSTABiFTTOM ON C?eflrti^L/5?�A� \ t f ^� ILE N� CROSS-SECTION �,r BASE ssr \ \ r# �; )W(� III s'' 3/a"T o I TONE r \ - f 10 20 40 GD \ \ \ \ \ ! + 39q D-02 v2" s H - ; y i � , - 3ggp - OZ "S• SOIL TEST PIT DATA. • . T ` ►�K. A •E s �. 'n'• 137 MIM.TD I --- SAIL I ' PE RC R Sr R NE Q ---I� =1 'F e T rNC)W A I f :�' SD --- ---- a -L-- - - - --- --- STANDARD--, ; 1 - - ------ -� LEACHING C I`-i I N G TRENCH DETAIL. , -- - 771 pE,. ' INFILTRATOR 1 NOT TO SCALE ,oNIT. WELL T t� TP 41•,II 5EE DETAIL M•1 •'� � FINISHED GRADE GRD EL 1,.5 ,HD EL GIRD E - RG E _ G W EL I o o G VN E L C, dY E I r -- - iil�•, I I �, I �• d - '- / � - _ _ m D _ _(j_�'L' -_ I' �_ -._-_. .______-_ -_- IL5 � � ,,.' � I I I I � _ : ,• � " 4" PVC 1 i A IA I I II - - - - T 12 TFI 15.5 _ T C TI✓t - ._ tON S,�EE�2� - i I �/ O OVu T u QC•°< o a u o n°.. O ,,�° .l „i; ° C P - D -° f- .`/n I MEDIUM o 0 � I 14.5 _- - - - - --- --- _ l` COA R S E I-= _ - _ L. 7 1 - BOTTOM I_ 13.5 - __ PROFILE: . •. ;�. ,; . 1 L LEA N MEASURE SLOPE AT THIS POINT. ` I2 -- - .. SAND _ 1 r PLAN VICW - ' }-- r-� "- DIST= 150 x SLOPE. it's f_iEvntlorr t ':-E�'t 5 " _ � � 34341 19'� �" Typ. LOAM SCLU --- DO N07 SCALE cap-YEW 29e MIN INISH GRADE Io.S _ . _ ADSUSTED WATER TABLE EL. = 10.0 1000 GALLON SEPTIC TANK (PLASTIC) X ?7-rt-I-TT�IT ti . �•s I _ OBSEi�VED WATER EL.= 4.4 � nonWESCO YSPENDED � 4USPENDED PVC (PERF) �2" MIN. Of 1/8" TO FULL LENGTH. HAKID 6ORINIG 1/2" W SHED STONE MAINNETONKA DIVISION �� n MOM LTC)RINCa 4365 Steiner Street M1EL.L St. Bonifacius, MN 55375 3/4" 1'0 1 1/2" DOUBLE % 1 (612) 446-1945 \-WASHED S i NE (NO FINES) CROSS-SECTION l i s 4 - 1 L q3 / WELL H) TE T 6 r \ / NON PC7TAt3LE / / �.• ' / / / / / �, t �� THIN LIMIT OF EXCAVATION THE 55C GROUP '� / RAILR OA6 TIES & RAILS: ; \ '\.L\ +�� / '� : I L1 .42 ALL SUBS OTHER / N I L..22 IMPERVI� �N Slj R I ZCJ'>4N� ,: � � � � �.•'•.// / � � / PERG RATE AA '1. \ .. \ GD / \ IS . S(o EPLACE WITH CLEAN WASHED MIN INCt *+ MIN / /�r / / \ ' OR ER CLEAN GRAND \ 4 \�\ / / ` / v / \ �}' INVERT Al- DIST. BOX ( !h.) 15 . Le(o MATERIAL ING RCOLATION J O N6 �� / v/ „ RATE -OF LEI111 2 MINUTES W -t \ir\ / �w / \ 4 (N\IERT Al- DIST. Blt: (S'S0 PER BEFORE AND ER n 1 4 ( m / / n�� D/ 1 L._JI I CEMENT. ....�_�... \ � `�/ �' ' 3. EXISTING UTILITIES WHERE SHOWN fe W \' / I ' \ // / f/ LH T �t z;NNIN(� IN THE DRAWINGS ARE APPROXIMATE. VE Ft T 11 At ; 'A T UM IH $ L - / �j / I/ T THE CONTRACTOR SHALL BE RESPON- -� E_ 4 � N; E<' 'I'' ►+ 1S.40 SIBLE FOR PROPERLY LOCATING AND ESE NCH MARK USE G TBM TOP OF STAKE SET Z / O I I1 / � v PROVIDE PERMANENT / � COORDINATING THE PROPOSED CON- ELEV. = Il.SS` Z a �/ I ' \ METAL TAG INDICATINS �(v a INV ' A tNt.1 STRUCTION ACTIVITY WITH DIG SAFE 3 v7 �` TBM EL = 17.55 MSL I I WELL IS "NON - PpTAALt �Q ,.� OF E A I,; HIND THE rq, A I�)•Z� AND THE APPLICABLE UTILITY Q TOP STAKE SET I 1 I / WATER � I I COMPANY AND MAINTAINING THE I ' \ �- \ k I LL E V A T I0N AT BOTTOM EXISTING UTILITY SYSTEM IN SERVICE. O �-- a Ira \ � I � I \ � � OF LE_= ACHING E 'v.i'. 14 . C DIG - SAFE SHALL BE NOTIFIED PER J I �, / Z4 j THE STATE OF MASSACHUSETTS PRO! ILA r�,)T T l I �\ �ti �z DESIGN GROUNDWATER STATUE CHAPTER 82, SECTION 409 // � r d \ \ T . 1D.0 t AT TEL 1-800- 322-4844 THE NORTH DIKE l l / f E LIE V A ION N GARAGE � ENGINEER DOES NOT GUARANTEE / \ h10N POTABLE C\2 THEIR ACCURACY OR THAT ALL WELL POINT \ f Lo UTILITIES AND SUBSURFACE STRUCTURES t. \ ARE SHOWN. LOCATIONS AND 12- - - ,� W/ PUMP �- ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE l / CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES f-/ \ ----- ------- --------- -------_ AND STRUCTURES AS RE"IRED PRIOR 17.01 i /. ' \ BOTTOM OF SLOPE /O / \ \ \ TO THE START OF CONSTRUCTION. I 21MIN 4 �► _ ,,�= �� / DESI .aN CRITERIA. WINDMILL�\14"PVC SC qfj i . '• `1� -- - - �-- � R, ,vr. - ` `` DESIGN FLOW • 1= te.•4Z � I I, � - •'•.\ \ /� I \ � '� � ,� f � � GALLON SEPTIC TAN I S g _ IDOD XI ST I G ® 3 BE DROOMS A T 11 O G.P B /D 330 G-P.D. 611 \ �-- -- - F- 15.20 J\ \ \' \ \ `\ I ►.t LOCATI LAN OF E - • I 3 OUTLET l� 1- .50 / \ / � \ \� \ . / - �� \ ESSPOOL / FIST BOX SO L.F. I4.Z0 �' C ----- •I l000 WFILTRAT7R c:vc 7wW. EL TEE REMLIVE� \ NsIUE Q�I SIDE) OCT$ PLASTIC 'l \ ThPE35C CirOup - � \\• \ / -� J '\ MON _ I „ 4„ � Lo ADDITIOM REQUIRED SEPTIC TANK WELL.- n.'3 (SLAB )I \ , euLKrlEao \ \ \ PIT 33CD x ISO 'fie = 4q S GAL. \�`� \ �\ �\\ 18" PITCH PINE SEPTIC TANK PROVIDED = 1000 GAL. `7` EXIT I KC, =It .24 \ \ ,\• 1 I /� �iii������ \ DEAD \ POST \ / /� ROOM/ 1 ( ) ' (TITLE 5) / 3 BED F� I . SIZE OF LEACHING FACILITY REQUIRED: 2Q3 WASHINGTON 3T. � D LLIN O -� I I I I DESK�1 PERC RATE. 2 MNJNCM P;JR'WtELI_� f�tA SF/LF SIDE WALL X 2.5 GAL/SF = 5 GAL/LF •E 12 SFILF BOTTOM x I.0 GAL/SF = to GAL! LF \ � \�- / �`�•• / / ' I ` '\ \ �� 11 GAL/LF N F k \ ' • I x Z. ' , _ r 330 GAL/DAy = I I GAL/LF = 30 LF REOU I RED \ 1 \ \ \ ' PER TITLE 5) -- ---------- 1 DAN IEL F � \ \ u - RopoSEo �\ \ \ P / U I T \k'� \ \ \ \ /\\ INFILTFZAT�R'SQNG N I: c�/ � 00 ,� Lo 18" PITCH PINE \ -. S t_L VAN RUSTEE \ \\� \ / SIZE OF LEACHNG FACLrTY PROVIDED. I tv (DEAD) \. PRUV IDE 2 ROWS OF INFILTRATORS MAP 303 LOT ' I \ ,, \ \ �\�` \^o _ \ �% \ � ) ' 1 \ 3'1 ' LONG c ►z INF►LTRA i C�?.S SEWAGE DISPOSAL �� LEACH ING AREA = 444 S. F. SYSTEM DESIGN 330 / 444 = O.-IS GAL./ SF REPAIR CONFORMS W/ LOCAL KEGS. I . 14 q/ \ y ''• 5co T �� % / / / \ TRAI L NO . S \ CABANA .... ....... ... ........ .. � � �, > >.3 H. SAND`I NECK DISTRIBUTION BOX DETAIL: b� s w�13ATF__ FEMA FLOOD PLAIN '\ \ \\ \ , �\ -_ -"�\' ..\ \ \ \ - �, \ P =y000 _ LOCUS LAN. NOT TO SCALE ( ZONE A-3, EL. ll ) - \ \ \ - 16 - \ \ \ '� / BARNSTABLE MA 3d/z -� NO. OF OUTLETS: - \ \ _ 15 k�\-- \' .\\ \ \ c f' E D } TOWN ASSESSORS MAP 30S /- EC-)GE OF SALT MARSH -_ NOTES! -- - PA R CIE L J-J- I. DIST. BOX TO WITHSTAND H-10 LOADING 14 UNLESS UNDER PAVEMENT, DRIVES OR - C� \� ' -.\ \ \ \ \ " .�• r �� 1 PRECAST F_ TRAVELED WAYS WHEREIN H-20 LOADING \ / 13 _ -- \\ ' �'� \ -- " E c K I (4�`'f� `• I SHALL APPLY. \� _ \\ 14 �,,,` _ T DISTF I I BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF 12 _ \ \\ `w.,tm.iry `� INLET PIPE EXCEEDS 0.08 FT FT. OR IN _ - _ _ ___ __ _ / ------ �; \ \ \\ _.. \\ S 0 iJ TH DIKE ,�., = SACK K. L`I 0 fJ ly I PUMPED SYSTEM. O \ \ -_-- .� _ r AQy,� ,9L TBM EL=17.84 MSL '� k\\� / �- _ ���° = ' ,r. �i . �j, L -r~ J 3. FIRST TWO FEET OF PIPE OUT OF OtST TOP STAKE SET 11 \ \ \ \\ \� \ 'OFF q`1 ZS WN MAN W AE BOX TO BE LAID LEVEL. \ \ \ \� fans mn PLAN vlEw k \ , K.:`^' �� - ��`. - ° " UPPER MARLBORO , MD to 4. RECOMMENDED MANUFACTURER-ROTONDO REMOVEABLE OR APPROVED EQUAL. \ \ \ \ \\�. \ / `-- , �� I - ��^° -- _ ZO COVER WOOD PIER \ RN I PROVIDE , / \\ \ \ \ \ ;- _ ""� �I- S E PT E M 6 E R 28, 19q 3 WATERTIGHT L d JOINTS(trp) D. CRISPI N 4' INLET MOTE 2 I : I );j i 1 7 ve ' /5• '4 j t', \ ss�c \ \ \ \ \�\� / 16 K„ ,• R. b. LHAPMAN "N. HA�IES \ 4"OUTLET 1 G4VI \ �� \ CRiSr!N PLAN VIEW \ �\`7` R. L'H. I O.L . 8 I � - �O� SALT PAN No3zi-z y SCALE 1 = 20 \ \ \ \ \ \ ` . I-� r�. HAyES $OT T OM ON /n� -� v �VEL STABLE 1. CROSS-SECTION 2.. fi'MIN 3/4 TO , BASE ��,(� �� �� fs3f0 t • ....- \ \ \ \ \ \� ' 1 1/2" STONE `�� ---- \ r 10 20 40 60 \ \ 39q O-02 a 3 tk44n - 07